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CEE04J Moonlight Pump Station Rehab-2CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT SUBMITTAL NO. i PART 1 FOR CONTRACTOR USE I FROM (CONTRACTOR) TO (DESFGNER) CONTRACT FOR. (CONTRACT T1E) Fes tLe Si*'- I-C THE FOLLOWING ITEMS ARE -SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC. SECTION) A/E RECOMMEND CITY ACTION NO. (A ��f� �i..t C�%fNL� •� ^jRACT SPECIFICATIONS REQUIRE FACTORY _- INSPECTION YES NO NEW SUBMITTAL RESUBMfTTAL SIGNATURE PART II - FOR DESIGNER USE FROM (DESIGNER) TO F-0, LC-0 t..) ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column "C") COMMENTS: SIGNATURE DATE 1d. i Z ART III - FOR CITY USE FROM TO (CONTRACTOR) I E►C LOSURES RETURN q .APPROVAL R DISAPPROVAL INDICATED ABOVE. (See Column "D ") AGT ION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for each _. item in Column D, Section 1, above) A. :APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. B. - APPROVED, EXCEPT AS NOTED D. - WILL BE RETURNED BY SEPARATE CORRESPONDENCE. ON DRAWINGS. RESUBMISSION NOT REQUIRED. • E. - DISAPPROVED. SEE ATTACHED SHEET. NOTE: App al of item doe_ not relieve the contractor from complying with all the requirementsc of the contract plans and specifications. SIGNAT _ DATE M16196 Shop Drawing Review Letter Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www.Kennedyienks.com To: Falcon General Engineering, Inc. DATE: 30 September 2005 572 Collyn Street SERIAL No.: N/A Vista, CA 92083 SPEC. REF.: Division 2 (Greenbook) PROJECT: Moonlight Beach Pump Station Rehabilitation K/J JOB No.: 0487115.00 ATTENTION: David Pitts SUBMITTAL No.: 012 -01 PAGE: 1 of 1 A. The action(s) noted below have b1 NET = No Exceptions Taken MCN = Make Corrections Noted K/J Refer to Item Action Comment 1 NET 2 NET Comment(s): None. sen taken on the enclosed drawing(s). A &R = Amend and Resubmit NR = Not Reviewed RR = Rejected, Resubmit _ Manufacturer or Supplier Title of Submittal/ Drawing Hanson Aggregates — San Marcos Asphalt Concrete Mix Design Hanson Aggregates — San Marcos Laboratory Testing of Class II Base B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SBRL ENCL. Owner Kipp Hefner (Encinitas) x x File KIJ SDO x x By: Ma tts pAencinitas, city \submittals \submittal review letter for 012 -01.doc [F -2 Rev. Jan'041 CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 012-01 For SECTIONS: DIV 2 PAVING & CLASS I. MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: Date: 9/26/2005 xZZ 2 O a o 0 z o A M C ID Cn to C a MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: Date: 9/26/2005 MATERIAL SUBMITTALS FOR Moonlight Beach Pump Station Yd Street & B Street Encinitas, CA 1. Asphalt 2. Class II Base Sent by: J & S ASPHALT PAVING, SEALING & STRIPING CO.,INC. P.O. Box 600525 San Diego, CA 92160 -0525 (619) 528 -0593 (619) 528 -1407 fax Asphalt 09/20/2005 10:00 FAX 858 715 5601 HANSON SALES 003/004 ■O■ OUN m . • H,anson Asphalt Concrete CoDformance Report January 2005 HANSON AC GrREGATES - SAN N1ARCOS PLANT ASPHALT CONCRETE MLX DESIGN Standard Specifications for Public Works Construction Green Book Section 4004 112" Coarse T III,- C2 Sample No 41 - Bin #2 -Bin #3 -Bin UA Used 43% 3511/6 20% Sieve Size 314" 100 100 100 112" 100 100 74 318" 100 91 15 #4 100 23 4 #8 81 4 #16 57 #30 41 #50 28 #100 18 #200 (Wash) 93 #4 - Bin 0% 146 4pcf CA 366 Max. Theo. 1 152.2 Hveem Density Combined Specification Sand Equivalent 59 CA 217 %Crushed 99.6 CA 205 Moisture Vapor 32 CA 307 100 i None CA 302 LA Rattler [@ 100 Rev. 3.2% CA 211 ap500 Rev. 17.1 % Swell 0.017 CA 305 Hveem Stability 39 CA 366 Recommended use of 5.3% Asphalt by Dry Weight of Aggregate Note: The maximum density should be verified on the date of actual production or when the test strip is placed. My_ Combined Specification 2% Gradation Type 11I C2 - Sec 400-4 100 100 100 100 95 95 -100 100 80 75 -90 100 54 50 -67 100 38 35 -50 100 27 100 20 15 -30 100 14 99 10 99 6.2 4 -7 3.8% Air Voids 50 Min. 25 Min. 25 Min. 25% Max. 45 Max. 0.030 Max. �35 Min. Class II Base 09/20/2005 10:00 FAX 858 715 5601 HANSON SALES l]002/004 ■s■ son ■ s� ■ n June 2005 TESTING OF CLASS 11 BASE LABORATORY SAN MARCOS PLANT SIEVE ,ANALYSIS (,ASTM 0136 & C117), percent passing Class II Ease Sieve Size % Passing Stgmdard Metric 100 I'I 25mm 96 3/4" 19mm 70 1/211 12.5mm 57 3/811 9.5mm 48 44 4.75mm 34 98 236mtn 22 #16 1.18mm 15 #30 600um 11 #50 300um 8 9100 150utn 6.7 #200 75um Sand Equivalent (CAL TEST 217) 50 Durability Index (CAL TEST 229) 57 R Value (CAL TEST 301) $3 99 % Crushed Particles (ASTM 692) Resistance to Abrasion (ASTM C 13 1) 3.2 % Loss After 100 Revolutions 17.4 % Loss After 500 Revolutions *Maximum Density (ASTM D1557), pcf 138.6 *Optimum Moisture Content (ASTM D1557), 7.$ * The Maxim= Density and optimum Moisture Content sbould be verified oa the. date of actual production or when the test strip is placed. * *Conforms with the State of California Standard Specificaton For Section 26 -1.02A Class U Aggregate Base 19mm Maximum- CITY OF .ENCINITAS ENGINEERING SERVICES DEPARTMENT - SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM (CONTRACTOR) TO (DESIGNER) � � v G� � � EEC �-C � � j `; C>F �vL: N ►T 1� �. ��Lt FOR: (CONTRACT TITLE CONTRACT Koo N Lk C.; IkX A-Cvl SE.%eAz- ol-Ap n.urr&n cnn ocvncM Atur) nDDIP I PFR SPECIFICATION SECTION NO THE FULLUWINU ITEM NO. (A) I Iclvi- .,..� ......... _- - - - - (USE SEPARATE FORM �R EACH SPEC. SECTION) , �T f,) l A/E RECOMMEND CITY (ADCTION t ,TRAC7 SPECIFICATIONS REQUIRE FACTORY NO NEW SUBMITTAL RESUBMfTTAL PART II — FOR DESIGNER U5E FROM (DESIGNER) TO C \T G F vc,� rJ N5 1— ALLt%I-% l 14=N �'ZPrI G 1 ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column 'C) COMMENTS: CG },'j- (LE_C 7\ k G tj DATE �oiEP- AL I IVN wvw. I I — -- - item in Column D, Section 1, above) A.'. APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS T REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. E. DRAWINGS. RESAS O I ED NOT REQUIRED. E. - DISAPPROVED. SEE ATTACHED HEETRESPONDENCE. NOTE: Apprgval of hem does not relieve the contractor from complying with all the requirements of the contract plans and specifications. rSI win i I DATE MM186 CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 041-01 For SECTIONS: 09960 INTERIOR CONCRETE COATINGS MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: li __17 _Date: 9/26/2005 Shop Drawing Review Letter Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www.Kenn.edyJenks.com To: Falcon General Engineering DATE: 7 October 2005 572 Collyn Street SERIAL NO.: 041 -01 Vista, CA 92083 SPEC. REF.: 09960 PROJECT: Moonlight Beach Pump Station Rehabilitation K/J JOB No.: 0487115 ATTENTION: David Pitts SUBMITTAL No.: 09960 -01 PAGE: 1 of 1 A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit WJ Refer to Item Action Comment Manufacturer or Supplier Title of Submittal/ Drawing 1 MCN 1 Sancon Engineering Interior Concrete Coating for Inlet Vault Comment(s): 1. Provide and comply with manufacturer's complete application recommendations for installation and product use. 2. Ensure that application of polyurethane coating is completed before epoxy primer becomes tack -free. If this cannot be ensured, follow manufacturer's recommendations for additional priming. B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SBRL ENCL. Owner Kipp Hefner (Encinitas) 1 1 File K/J SDO 1 1 By: Don L. Bar za pApw- proj\2004 \0487115.00 moonlight beach\construction \sdri in progress \09960 -001 9- 28- 05.doc [F -2 Rev. Jan'041 SANCON ENGINEERING, INC. SANCON 100 POLYURETHANE OVER CONCRETE SUBMITTAL DATA FOR: Moonlight Beach Sewer Pump Station Concrete Repair: • Any concrete repair or filling of bugholes is the responsibility of the prime contractor. Surface Preparation: (CONCRETE) • All surfaces to be lined will be sandblasted to remove any laitence, form release agents or other foreign materials that may interfere with proper coating adhesion. • Prior to application of the lining, all surfaces will receive a 1 - 3 mil thickness of 100% solids non - solvented, moisture tolerant epoxy primer. Liner Application: (Polyurethane over Concrete / Sancon 100) • The lining application will be performed only by workmen trained and experienced with the specified material. The lining will be applied through plural component equipment specifically designed for this material. The equipment will be in good working order to insure correct proportioning and mixing of the components. • The lining will be applied to a thickness of 125 (+ or — 10 mils) mils in one continuous coat, without seams, free from any holes or defects. . • During lining application, Sancon will take wet gauge thickness readings as required to insure correct lining thickness. • The uniform lining will be free from porosity, without bubbles or pinholes and uniform in color. All areas in question will be removed, reworked and patched. • Application of the lining will not take place when exposed to rain, or high winds. Sancon Engineering will insure protection of the work from the above mentioned conditions. Sub Conc Tank 9/13/05 Lining Material: (Polyurethane Sancon 100) • Sancon 100 Polyurethane manufactured by Sancon Engineering, Huntington Beach, California. This lining material meets or exceeds the requirements of 210 -2.3.3 and 500 - 2.4.10 of the Standard Specifications pertaining to Chemical Resistance and Physical Properties. • The cured lining color is cream. The complete lining will be impermeable to sewer gases and liquids and non conductive to bacterial or fungus growth. The lining is capable of repair at any time during its life. • See Attached Data Sheets for more detailed information on Sancon 100 Polyurethane. Spark Testing: • Spark testing will be performed upon completion of lining installation and visual inspection. • Spark testing voltage will be set at 100 volts per mil of coating thickness specified. • Spark testing equipment shall be Tinker and Rasor APW or equivalent. • Spark Testing shall be witnessed by inspection or other appropriate person Warranty: • The lining system will be warranted to the owner for (5) Five years against failure from faulty material or workmanship. Sancon Engineering will remove and replace all failures at no expense to the owner during the warranty period. Sub Conc Tank 9/13/05 2 Product Description Sancon 100 is a two coat protective coating system for concrete which uses a high adhesion and moisture tolerant epoxy base coat and a high build polyurethane elastomer top coat. The resulting system provides the adhesion of epoxy and the flexibility of polyurethane. Recommended Uses Sancon 100 was specifically developed for protecting concrete and steel surfaces exposed to the corrosive and abrasive environment of sanitary systems. The typical application involves coating below grade concrete in a live sewer condition. Characteristics The Sancon 100 system is a fast drying and fast curing protective lining which develops high bond strengths to both dry and damp concrete. It contains no solvents to evaporate, therefore, no drying shrinkage occurs. Sancon 100 polyurethane remains flexible throughout its life, yet is highly resistant to abrasion and impact. Surface Preparation Concrete. No surface prepara- tion is required on clean concrete surfaces free from curing compounds, oils, existing coatings or other foreign materials. Grit blasting is required where the coating is subject to immersion service Newly placed concrete or gunned mortar may be coated as soon as the initial set. • 100 EPDXY /URETHANE COATING SYSTEM • Designed for Sanitation Systems • High Build, Flexible, Non Shrinking • Bonds to Damp Concrete Deteriorated concrete surfaces must be cleaned by high pressure water to sound con- crete. The surface must be free of oil, grease, soft concrete or existing coatings. Steel. Steel surfaces require grit blast to near white metal. (SSPC SP -10) Primer must be applied to a dust free surface prior to surface rust appearing. Application Concrete. Epoxy and polyure- thane are applied through plural component equipment which mixes both components before the spray gun. Both materials are applied in one continuous coat until the desired thickness is reached. Recommended thickness for the epoxy coat is between 1 to 2 mils. Recom- mended thickness for the polyurethane is between 60 and 125 mils depending on the particular service requirements and the surface profile. Application of the polyurethane must take place prior to the epoxy becoming tack free. Where the coating application cannot be completed in one continuous operation, or where a second coat of polyurethane is needed, a 1 to 2 mil thick prime coat of epoxy must be used for the adhesion of the polyurethane to the cured polyurethane. Steel. Steel surfaces require polyurethane primer in lieu of epoxy. Primer thickness should be 1 to 2 mils. Recom- mended thickness on steel is between 40 to 60 mils. Chemical Resistance @ 70°F Acids 50% Sulfuric 43% Phosphoric 1 370/6 Hydrochloric FC 50% Acetic 1 15% Chromic FC 14% Nitric FC Bases 25% Sodium Hydroxide 1 20% Potassium Hydroxide 1 29% Ammonium Hydroxide I Salts 20% Sodium Chloride 1 1% Ferric Chloride Hydrocarbons Soaps and Detergents Petroleum Oils Vegetable Oils Solvents Weathering I Immersion Not Recommended Discoloration, No Physical Degradation FC— Frequent Contact CITY Of ENCINITAS ENGINEERING SERVICES DEPARTMENT SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM (CONTRACTOR) TO (DESIGNER) n, 2 t.t�3 L T l O L t iv -V its ..r,. inrYwr7Gw11T TITI Cl /' k) NO. RACT SPECIFICATIONS Ktuuimr rt+�. r ur<, I r,rnAr ci IMAMTAI i ocei inumeI r Y iNSPECTION YE5 '•" - - _ SIGNATURE PART II - FOR DESIGNER USE FROM (DESIGNER) TO ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column 'C) COMMENTS: i" SIGNATURE a lJ DATE PAPT 111 - FOR CITY USE FROM TO (CONTRACTOR) ENCLOSURES RETURNED. ePROVAL,,qR DISAPPROVAL INDICATED ABOVE. (See Column *D") AC' ION C LOWING ACT ION CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for each item in Column D, Section 1, above) A. - APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. NOT REQUIRED. - E. - DISAPPROVED. SEE ATTACHED SHEETRESPONDENCE. E.. ON DRAWINGS. REUBMISVON NOTE: Approv I of Kern does not relieve the contractor from complying with all the requirements of the contract plans and specifications. G' G S' SIG TU DATE M16196 Shop Drawing Review Letter To: Falcon General Engineering, Inc. 572 Collyn Street Vista, CA 92083 ATTENTION: David Pitts Kennedy /Jenks Consultants DATE: SERIAL NO.: SPEC. REF.: PROJECT: K/J JOB No.: SUBMITTAL NO.: PAGE: A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit MCN = Make Corrections Noted RR = Rejected, Resubmit K/J Refer to Item Action Comment 1 NET 2 NET Comment(s): None. 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 -676 -3625 (Fax) www.KennedvJenks.com 5 October 2005 N/A 01140 Moonlight Beach Pump Station Rehabilitation 0487115.00 01A-01 1 of 1 NR = Not Reviewed Manufacturer or Supplier Title of Submittal/ Drawing Layfield Geosynthetics Filter Fabric for Construction Entrance Layfield Geosynthetics Wire Backed Silt Fence B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SBRL Owner Kipp Hefner (Encinitas) x File K/J SDO x ENCL. X X By pAencinitas, city \submittals \submittal review letter for 01 a -01.doc [F -2 Rev. Jan'04] CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO.OIA -01 For SECTIONS: 01140 FILTER FABRIC FO CONSTRUCTION ENT MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: �/ _Date: 10/3/2005 z p Sit C T� C A °= o N 3 CL m a 1° y -� v n o 0 aiv) MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: �/ _Date: 10/3/2005 Catalog : Geotextiles - Nonwoven Page I of 2 Geotextiles - Nonwoven Non -woven needle - punched geotextiles offer excellent water flow properties for drainage and other applications. Needle- punched non -woven geotextiles are made from polypropylene fibres that are tangled together in a needle - punching process. The fibres may be made in continuous or short lengths and achieve their strength by interlocking. Needle- punched non -woven , geotextiles have excellent water flow rates and are used for filtration of soil fines. Needle- punched non- woven geotextiles have been used in drainage applications including trench drains, as a wrapping for perforated pipe, for erosion protection, and combined with three - dimensional structures to create prefabricated drains. They are also commonly used with geomembranes to provide a protective cushion. Needle- punched non -woven primary functions: filtration; separation; protection; drainage. Secondary functions: reinforcement. 22 Oct 2003 ASTM i LP3 5 ; LP4 ! LP4 5 LP6 LP7 LP8 LP10 LP12 LP16 ;Grab Tensile (Ibs) _ _ _ D4632 95 110 i 120 160 180 205 , P 250 300 380 ;Elongation ( %) D4632 50 j 50 50 50 50 50 50 50 1 50 Tear (lbs) __.. _ . _ ,.._ D4533 40 50 j ......_ 50 . �, 60 _ m_ 75 85 1 _. _ I 100 _ 1 115 145 _ Puncture (Ibs) D4833 55 65 65 85 100 110 150 175 240 Mullen Burst si (P_) D3786 185 210 - 230 280 330 350 460 580 ; 750 AOS (sieve)... D4751 ; 70 70 70 70 70 80 100 100 . < 100 ... _ ....._ (sec -1) . .. _ D4491 i 2.0 ` 2.0 1.8 1 3 _ 1 5 1 4 1.2 E 1 0 0 7 _ ,Permittivity Flow /ft2) D4491 i 110 140 1 120 110 100 90 80 ! 75 50 gpm Cater eight' (oz /ydz) D5261 3.5 i 4.0 4.5 5.5 7.0 7.5 3 9.0 11.5 16.0 ;Nominal _. Thickness' (mil) D5199 40 45 50 70 85 85 100 110 165 Nominal UV (500 hrs) _ D4355 70% 70% 70% _.� 70% 70% . __... 70% _.,. _ _ 70% 70% 3 70% :Roll Size ��) 15 x 15 x 15 x 15 x 15 x 15 x 15 x 15 x % 15 x .also available in other 360 360 360 3002 3002 3002 ' 300 i 300 300 widths by special order E _....._. 4 . .__. _._... ___ ..__ _.. __. . ' _._ _ _.....} ............. . ..... _...._.__ __.__ __ .. Roll Weight' (Ibs) _ _ ......... .. ......_ __. 160 172 € 190 202 250 250 308 ; 400 ; 522 .. Note': Typical values. All other values are minimum average roll values (MARV). INote2: LP6, LP7, and LP8 may be 15 x 360 ft depending on inventory http:// www. layfieldplastics. com/ projectprint .cfm ?productID= 57 &id =geo 8/24/2004 Catalog: Sediment Control - Wire Backed Silt Fence Page 1 of 2 Sediment Control Layfield's Wire Backed Silt Fence incorporates an effective filter fabric supported with durable 14- guage wire mesh. This variation on the traditional Silt Fence style provides rugged, reliable, and low maintenance silt control. Wire Backed Silt Fence will effectively protect storm water drainage systems from fouling with silt, and will protect you from environmental liability due to silt leaving your project site. Layfield's Wire Backed Silt Fence is constructed with a three -foot high wire scrim (0.9 m), covered with a woven polypropylene filter fabric. The galvanized steel scrim supports the fabric in an upright position, even under substantial loads of silt and water. The filter fabric is cut to a sufficient height to cover the wire. A fabric apron extending beyond the wire is also available, with a 6 -inch apron being most common. The apron extends across the anchoring trench beneath the Silt Fence, and helps to anchor the fence and prevent undercutting. Layfield can provide metal T Posts and ties to secure the Wire Backed Silt Fence in position. Layfield's standard Wire Backed Silt Fence is constructed with our SF 135 woven slit film fabric (the properties of the 135 fabric are shown on the following page). SF 135 meets the AASHTO M- 288 -00 requirements for temporary silt fence. Please contact your Layfield Representative for a quote on your custom silt fence requirements. As with any Silt Fence system, Wire Backed Silt Fence must be installed properly to work. A small trench must be dug in the soil to anchor the bottom end of the fabric. The anchor trench is usually about 6 inches deep and 6 inches wide (150 mm x 150 mm). If the fabric is not anchored then the water can flow under the fence, and the fence will not remove silts. The bottom of the fabric is placed in this trench, on the upstream side of the fence, and then carefully backfilled. Adjacent lengths of fence are overlapped and joined with ties. Layfield's Wire Backed Silt Fence is a valuable tool in your efforts to meet environmental regulations. The current trend by legislators is to treat silt as a hazardous material, subject to the same controls as any other dangerous substance. This makes reliable and robust silt control systems such as Wire Backed Silt Fence a must for your project. For more Information on Layfield's Wire Backed Silt Fence, please contact your Layfield Representative. http : / /www.layfieldplastics. com/proj eetprint. cfm ?productID= 122 &id =geo 9/2/2004 Catalog : Sediment Control - Wire Backed Silt Fence Page 2 of 2 www.geomembranes.com iei: I �'. — - --- — - service @geomembranes.com Fax: 780-455-5218 Fax: 425- 254 -1575 7 ]an 2002 Wire Height, 36" (0.91 m) Fabric Height 36 ", 42 " *, 60 "* (0.91 m, 1.07m *, 1.52m *) Wire Guage 14 Wire Weave Pattern 4" x 2" (102 x 51 mm) Wire Material Galvanized Steel Roll Length �� 100 ft 30.5 m) -� Roll Weight 70 Ibs 32 k Post Material Metal T -Post' 1. Posts are supplied upon request. * Available in the US http:// www. layfieldplastics. com/projectprint.cfin ?productID= 122 &id =geo 9/2/2004 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT roTa�tx CUT /SHOP DRAWING TRANSMITTAL AND APPROVAL - SUBMITTAL NO.__ PART 1 FOR CONTRACTOR USE FROM (CONTRACTOR (� �1 TO (DESIGNER) CONTRACT FOR: (CONTRACT TITLE ,( L.l L714T �� 1 VNLI� T �%�� - THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC. SECTION) A/E RECOMMEND CITY ACTION (C ) (D NO. (A ) I/(B) L i C N I ►� 111 f�,� RACT SPECIFICATIONS REQUIRE FACTORY INSPECTION YES NO NEW SUBMITTAL RESUBMITTAL SIGNATURE PART II - FOR DESIGNER USE FROM (DESIGNER) i_' co, �T' Q F C� NG I N 1 TA-5 TO^ 1- ALC.Ct�, ITEM HAS BEEN REVIEnW p. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column `C) COMMENTS: �' �i� G 1 j /�) © f (� j�� 1' r SIGNATUR6�' DATE jy G ART III - FOR CITY USE FROM TO (CONTRACTOR) ENCLOSURES RETURN APPROVAL OR DISAPPROVAL INDICATED ABOVE. (See Column `D") i ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for each item in Column D, Section 1, above) A.'. APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. - APPROVED, EXCEPT AS NOTED D. - WILL BE RETURNED BY SEPARATE CORRESPONDENCE. CN DRAWINGS. RESUBMISSION NOT REOUIRED ' E. - DISAPPROVED. SEE ATTACHED SHEET. NOTE: Approval of item does not relieve the contractor from complying with all the requirements of the contract plans and specifications. G� StGRATURE I DATE mt6196 / li ION Shop Drawing Review Letter Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www.KennedyJenks.com To: Falcon General Engineering DATE: 29 September 2005 572 Collyn Street SERIAL No.: 072 -01 Vista, CA 92083 SPEC. REF.: 16500 PROJECT: Moonlight Beach Pump Station Rehabilitation K/J JOB No.: 0487115 ATTENTION: David Pitts SUBMITTAL No.: 16500 -01 PAGE: 1 of 1 LIGHTING A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit K/J Refer to Item Action Comment Manufacturer or Supplier Title of Submittal/ Drawing 1 MCN 1 Lithonia Lighting Holophane Predator Comment(s): 1. Fixture shall be 40OMH Energy Saving, not 400MV, with Photocontrol Receptacle, as required on Sheet E6. B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SBRL ENCL. Owner Kipp Hefner (Encinitas) x x File K/J SDO x x By: w� Tony I. Wakim pApw- proj\2004 \0487115.00 moonlight beach\constructionAnal sdd \16500 -001 9- 28- 05.doc [F -2 Rev. Jan'04] CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 072-01 For SECTIONS: 16500 LIGHTING MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: , *K _Date: 9/26/2005 ONESOURCE _ECTRICAL /ELECTRONIC /AUTOMATION Date: Project: Electrical Contractor: �- Electrical Distributor: Submittals Prepared By: September 20, 2005 Moonlight Beach Pump Station Falcon General OneSource Distributors 9275 Carroll Park Drive San Diego, CA 92121 (858) 597 -3691 Aimee Megura Contractor Project Manager SHOP DRAWING REVIEW S.D. No. Ut Item ACTION Subject to all provisions of Project Plans and Specifications NO EXCEPTIONS TAKEN MEND a RESUBMIT XMAKE CORRECTIONS NOTED (No Resubmission Rpciired} RESUBPXT __� KENNEDYIJENKS CONSULTANTS By ��' �= 1 �1 Date V ONESVYRCE ELECTRICAL /ELECTRONIC /AUTOMATION FIXTURE SUBMITTALS JOB: Moonlight Beach Pump Station. DATE: September 20, 2005 TYPE MANUFACTURER DESCRIPTION /CATALOG NUMBER A2 LITHONIA DM -2 -32 -ARDP- 120 -GEB A3 LITHONIA DM -2 -32 -ARDP- 120 -GEB B BROAN MODEL 659 BATH FAN W/ HEATER C HOLOPHANE PF400MV12KW3B PDPR12 E LITHONIA DM -2 -32 -ARDP- 120 - GEB -EL6DW X DUAL -LITE LN4XGWE IA L /THON /A L /GHT /NG' FEATURES & SPECIFICATIONS INTENDED USE Intended for low to medium mounting heights where dust, dirt, humidity, moisture, or corrosive elements are present. Ideal for canopies, dock areas, wastewater treatment, refrigerated areas, food processing and other non - hazardous environments. CONSTRUCTION Housing formed from impact resistant, UV stabilized, fiberglass reinforced polyester with cold - rolled steel enclosed wireway. Poured in gasketing provides a seal between housing and diffuser. Captive, corrosion- resis- tant cam - action latches secure the diffuser; six on 4' units, and ten on 8' units. Stainless steel latches available. FINISH Painted parts pretreated with a five -stage iron - phosphate process to en- sure superior paint adhesion and corrosion resistance, then finished with a high - gloss, baked white enamel. OPTICAL SYSTEM Acrylic diffuser with a stippled interior surface to spread lamp image. High - impact diffuser optional. ELECTRICAL SYSTEM Thermally protected, resetting, Class P, HPF, non -PCB, UL Listed and CSA Certified ballast is standard. Sound rating depends on lamp /ballast combi- nation. AWM, TFN, THHN wire throughout, rated for required temperatures. INSTALLATION For unit or row installations, surface (ceiling or wall) or suspended mount- ing. LISTING 120V, 277V and MVOLT are UL Listed and CSA Certified (standard). 347V is — CSA Certified (see Options). NOM Certified (see Options). Suitable for wet (DMW) or damp (DM) locations. WARRANTY Guaranteed for one year against mechanical defects in manufacture. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. DM Series _ * DM Damp location DMW Wet location For tandem double - length unit, add prefix T. Example: TDM Catalog Number DM- 2- 32 -ARDP- 120 -GEB Notes Type t 32wT81ampsonly. A2 Enclosed and Gasketed Industrial DM /DMW Rapid Start 4' or 8' length n __o i.,........ All dimensions are inches (millimeters). Specifications subject to change without notice. 2 32 ARDP 120 Number of Lamp type Voltage lamps 32 32W T8 (48 ') 120 1, 2, 3' -**y 40 40W T12 (48 ") Notes 277 Not luded t 32wT81ampsonly. 347 Diffuser MVOLT3 (blank) Acrylic(15% DR) Others AR High- impact available acrylic (50% DR) 4 Not recommended for use in ambient DP Deep acrylic= HC36 Chain hangers (I pair, 36 "long). Requires BCD. _ ARDP Deep high- impact NSF NSF International certification° acrylic2 5 rypesable with only 32 wan and 40 watt lamp Specifications Length: 50" (1270) 98 "(2489) Width: 8 -1/8" (206) Fixture Depth: 5 -5/8" (143) Example: DMW 2 32120 GEB GEB Options ES Energy- saving ballasts (40W lamps only) CW Cold- weather ballasts, 0 °F starting' ELDW Emergency battery pack (nominal 300 lumens) EL5DW Emergency battery pack (nominal 500 lumens) EL6DW Emergency battery pack (nominal 600 lumens) EL14DW Emergency battery pack (nominal 1400 lumens) —�Ip GEB Electronic ballasts, <20% THD GEB101S Electronic ballasts <10°/ THD Instant Start' Notes ' — ° ' Accessories t 32wT81ampsonly. GE81ORS Electronic ballasts, S10% THD, Rapid Starts 2 Deep lens is standard on8'fixtures. GLR Internal fast -blow fuse Order as separate catalog numbers. 3 MVOLT available with GEB101S only. GMF Internal slow -blow fuse BCD Bracket forhanger chain mounting. Two per package. 4 Not recommended for use in ambient HC36 Chain hangers (I pair, 36 "long). Requires BCD. temperatures exceeding 40°F. NSF NSF International certification° WLF Wet location fittings (l pair, not installed). 5 rypesable with only 32 wan and 40 watt lamp RIF1 Radio interference filter, 1 per fixture $T$L Stainless steel latches 6 Available for the DMW only. WLF Wet location fittings (1 pair, installed in fixture top) CSA CSA Certified (Only required for 347V). NOM NOM Certified. Fluorescent Sheet #: DM- DMW -RS INFL -280 DM /DMW Rapid Start -- MOUNTING DATA r unit or row installation, surface (ceiling or wall) or suspended mounting. DM /DMW - Drill holes through housing and channel at appropriate locations. DMW - Includes gasketed wet location fittings on ends for power feeding /mounting. Fitting is threaded for 1/2" rigid conduit (optional WLF for top mounting). Attach to surface using fasteners and sealing washers (by others) appropriate to ceiling materials. Unit installation - Minimum of two hangers required. Row installation - Minimum of two hangers required. Recommend 1/2" nipple with union (by others) for DMW. See ACCESSORIES below for hanging devices. Wet location fitting Locknut L 1/2" dia. Conduit, pipe or stems (by others) Housing TOP, END OR IN -LINE MOUNTING t 8 -1/8 (206) i DIMENSIONS Inches (millimeters). Subject to change without notice. A = 11/16 (17) Dia. B = 1 -1/8 (29) Dia. Recommended mounting locations (field drilling required) `8' fixtures are 5 -5/8" deep 4' fixtures are 4 -5/8" deep s -s /a (143) 8.1/8 i(206) 3/16 (5) Fwil'�1` M r0�r0 ��i 1 -114 1* (32) 2 -1/2 (64) vacn DM /DMW 240 1 -1/8 q B A 206) -- -- -- ------ -- -- -- -- -- -- - -- - - -0 - ------ -- -- -- -- -- - -- ---- rc�; - Report LTL 4147 C::D O Report LTL 5583 2 -3/4 -► I«- 7 y (70) 7 y S/MH (along) 1.3 (across) 1.5 (179) (179) S /MH (along) 1.3 (across) 1.6 50 vacn 2 -3/4 7 - ► (70) (179) 98 (2489) PHOTOMETRICS Calculated using the zonal cavity method in accordance with IESNA LM41 procedure. Floor reflectances are 20 %. Lamp configurations shown are typical. Full photometric data on these and other configurations available upon request. I~- 17- (179) r4 -114 (108) 4.1/4 (108) DM /DMW 140 DM /DMW 240 B A AB - O---------------------------------- -- -- -- ------ -- -- -- -- -- -- - -- - - -0 Report LTL 4148 Report LTL 4147 C::D O Report LTL 5583 2 -3/4 7 - ► (70) (179) 98 (2489) PHOTOMETRICS Calculated using the zonal cavity method in accordance with IESNA LM41 procedure. Floor reflectances are 20 %. Lamp configurations shown are typical. Full photometric data on these and other configurations available upon request. I~- 17- (179) r4 -114 (108) 4.1/4 (108) DM /DMW 140 DM /DMW 240 DM /DMW 232 Report LTL 4148 Report LTL 4147 Report LTL 5583 S/MH (along) 1.2 (across) 1.6 S/MH (along) 1.3 (across) 1.5 S /MH (along) 1.3 (across) 1.6 Coefficientof Utilization Coefficient of Utilization Coefficientof Utilization Ceiling 80% 70% 50% Ceiling 80% 70% 50% Ceiling 80% 70% 50% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% 1 81 76 72 78 74 70 69 66 63 1 72 68 65 70 66 63 63 60 58 1 82 78 74 80 76 72 71 69 66 2 72 65 59 70 63 57 59 55 50 2 65 59 54 63 57 53 54 50 47 2 74 67 61 72 65 60 61 57 53 3 66 57 49 63 55 48 52 46 42 3 59 52 46 57 50 45 47 43 39 3 67 58 52 65 57 51 54 48 44 4 60 50 42 58 48 41 46 40 35 4 54 45 39 52 44 38 42 37 33 4 61 51 44 59 50 43 47 42 37 5 54 43 36 52 42 35 40 34 29 5 49 40 33 47 39 33 37 32 28 5 56 45 38 54 44 37 42 36 31 10 36 25 19 35 25 18 23 18 14 10 33 23 17 31 23 17 22 17 13 10 37 26 19 36 25 19 24 19 15 Zonal Lumens Summary Zonal lumens Summary Zonal Lumens Summary Zone Lumens %Lamp %Fixture Zone Lumens %Lamp %Fixture Zone Lumens %Lamp %Fixture 0 -30 447 14.2 18.3 0 -30 869 13.8 20.3 0 -30 884 15.2 19.5 0 -40 759 24.1 31.1 0 -40 1476 23.4 34.4 0 -40 1511 26.0 33.4 0 -60 1459 46.3 59.8 0 -60 2789 44.3 65.0 0 -60 2883 49.7 63.7 0 -90 2282 72.4 93.6 0 -90 4020 63.8 93.7 0 -90 4260 73.4 94.1 90 -180 157 5.0 6.4 90 -180 272 4.3 6.3 90 -180 268 4.6 5.9 0 -180 2439 77.4 100.0 0 -180 4293 68.1 100.0 0 -180 4528 78.1 100.0 fAL1r,4ON /.4 L /GHT /NG® Acuity Lig hting ro Acuity lighting Group, Inc. Fluorescent AnSWcu� Brands Company One Lichen -a Way, Conyers, -9 9-878 -� P y Phone:800- 858- 7763,Fax:770- 929 -8789 In Canada: 1100 501h Ave., Lachine, Quebec 118T ZV3 Sheet #: DM- DMW -RS ©1996 Acuity Lighting Group, Inc., Rev. 2/03 DM- DMW- RS.p65 www.lithonia.com IA L /THON /A L /GHT /NG' FEATURES & SPECIFICATIONS INTENDED USE Intended for low to medium mounting heights where dust, dirt, humidity, moisture, or corrosive elements are present. Ideal for canopies, dock areas, wastewater treatment, refrigerated areas, food processing and other non - hazardous environments. CONSTRUCTION Housing formed from impact resistant, UV stabilized, fiberglass reinforced polyester with cold - rolled steel enclosed wireway. Poured in gasketing provides a seal between housing and diffuser. Captive, corrosion- resis- tant cam - action latches secure the diffuser; six on 4' units, and ten on 8' units. Stainless steel latches available. FINISH Painted parts pretreated with a five -stage iron - phosphate process to en- sure superior paint adhesion and corrosion resistance, then finished with a high - gloss, baked white enamel. OPTICAL SYSTEM Acrylic diffuser with a stippled interior surface to spread lamp image. High - impact diffuser optional. ELECTRICAL SYSTEM Thermally protected, resetting, Class P, HPF, non -PCB, UL Listed and CSA Certified ballast is standard. Sound rating depends on lamp /ballast combi- nation. AWM, TFN, THHN wire throughout, rated for required temperatures. INSTALLATION For unit or row installations, surface (ceiling or wall) or suspended mount- ing. LISTING 120V, 277V and MVOLT are UL Listed and CSA Certified (standard). 347V is CSA Certified (see Options). NOM Certified (see Options). Suitable for wet (DMW) or damp (DM) locations. WARRANTY Guaranteed for one year against mechanical defects in manufacture. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. DM Series _i DM Damp location DMW Wet location For tandem double - length unit, add prefix T. Example: TDM Catalog Number D M- 2 -32 -AR D P -120 -G E B Notes Type GEB A3 Enclosed and Gasketed Industrial DM /DMW Rapid Start 4' or 8' length 1 9 __ n I—; Specifications All dimensions are inches (millimeters). Length: 50" (1270) Specifications subject to change without 98" (2489) notice. Width: 8 -1/8" (206) Fixture Depth: 5.5/8" (143) Example: DMW 2 32120 GEB 2 32 ARDP 277 120 GEB umber of Lamp type 347 Emergency battery pack (nominal 600 Voltage Options lamps I 32 32W T8 (48 ") (blank) Acrylic(15% DR) __JJPP 120 ES Energy- saving ballasts (40W lamps only) 1/1,///,2,3' 40 40W T12 (48 ") lumens) 277 N )Acluded lumens) 347 Emergency battery pack (nominal 600 lumens) Diffuser MVOLT' (blank) Acrylic(15% DR) Others AR High- impact available GEBIORS acrylic (50% DR) GLR OP Deep acrylic' Internal slow -blow fuse -ilo ARDP Deep high- impact acrylic' Accessories Order as separate catalog numbers. BCD Bracket for hanger chain mounting.Two per package HC36 Chain hangers 11 pair, 36 "long)• Requires BCD. WIF Wetlocation fittings (l pair, not installed)• Notes 1 32W T8lamps only. 2 Deep lens is standard on 8' fixtures. 3 MVO LT available with GEB101S only. 4 Not recommended for use in ambient temperatures exceeding 40°F. NSF NSF International certification6 5 Available with only 32 watt and 40 watt lamp RIF1 Radio interference filter, 1 per fixture ryes' STSL Stainless steel latches 6 Available for the DMW only. WLF Wet location fittings (1 pair, installed in fixture top) CSA CSA Certified (Only required for 347V). NOM NOM Certified. CW Cold- weather ballasts, 0 °F starting' ELDW Emergency battery pack (nominal 300 Fluorescent Sheet #: DM- DMW -RS INFL -280 lumens) EL5DW Emergency battery pack (nominal 500 lumens) EL60W Emergency battery pack (nominal 600 lumens) EL14DW Emergency battery pack (nominal 1400 lumens) -�� GEB Electronic ballasts, <20% THD GEB101S Electronic ballasts, <10% THD, Instant Start' GEBIORS Electronic ballasts, <10% THD, Rapid Starts GLR Internal fast -blow fuse GMF Internal slow -blow fuse Fluorescent Sheet #: DM- DMW -RS INFL -280 DM /DMW Rapid Start -- MOUNTING DATA ar unit or row installation, surface (ceiling or wall) or suspended mounting. DM /DMW - Drill holes through housing and channel at appropriate locations. DMW - Includes gasketed wet location fittings on ends for power feeding /mounting. Fitting is threaded for 1/2" rigid conduit (optional WLF for top mounting). Attach to surface using fasteners and sealing washers (by others) appropriate to ceiling materials. Unit installation - Minimum of two hangers required. Row installation - Minimum of two hangers required. Recommend 1/2" nipple with union (by others) for DMW. See ACCESSORIES below for hanging devices. Wet location fitting Locknut L Zone 1/2" dia. q O g Lumens %Lamp Conduit, pipe or stems 0 -30 (by others) Housing TOP, END OR IN -LINE MOUNTING t 8 -1/8 _ (206) DIMENSIONS Inches (millimeters). Subject to change without notice. A = 11/16 (17) Dia. B = 1 -1/8 (29) Dia. Recommended mounting locations (field drilling required) "8' fixtures are 5 -5/8' deep 4' fixtures are 4 -5/8" deep 1.1/8 (29) iff5 -5/8 (143) (206j 3/16 �5) 4 -3/16 Q (106) (143) 1 -1/4 (C3 2) 2 -1/2 (64) Ag �----------------------------------- -------- ---- -- ------ -- -- - - - - - -� g A Zone I -1 /8 q O g Lumens %Lamp 206) 0 -30 --- ------ ------ -- - -- --0 f - JA in accordance with IESNA LM41 procedure. Floor reflectances are 20 %. Lamp 20.3 0 -30 2 -3/4 -► 15.2 F 7 -► (70) 7 -� configurations shown are typical. Full (179) (l 79) available upon request. 1476 50_ Ag �----------------------------------- -------- ---- -- ------ -- -- - - - - - -� g A Zone O O %Fixture 2 -3/4 7 (70) F -► (179) 98 (2489) r4 -1/4 (108) 4 -1/4 (108) .- 7-► (179) PHOTOMETRICS Lumens %Lamp %Fixture Zone lumens %Lamp %Fixture Zone Lumens %Lamp %Fixture 0 -30 447 Calculated using the zonal cavity method in accordance with IESNA LM41 procedure. Floor reflectances are 20 %. Lamp 20.3 0 -30 884 15.2 19.5 0 -40 configurations shown are typical. Full photometric data on these and other configurations available upon request. 1476 23.4 34.4 0 -40 1511 26.0 33.4 DM /DMW 140 1459 DWDMW 240 59.8 DM /DMW 232 2789 44.3 65.0 0 -60 2883 49.7 Report LTL 4148 0.90 Report LTL 4147 72.4 Report LTL 5583 0 -90 4020 63.8 93.7 0 -90 4260 S/MH (along)1.2 (across)1.6 94.1 S /MH (along)1.3 (across)1.5 157 S/MH (along) 1.3 (across) 1.6 272 4.3 6.3 Coefficientof Utilization 268 Coefficientof Utilization 5.9 Coefficientof Utilization 2439 77.4 100.0 0 -180 4293 Ceiling 80% 70% 50% Ceiling 80% 70% 50% Ceiling 80% 100.0 70% 50% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% 1 81 76 72 78 74 70 69 66 63 1 72 68 65 70 66 63 63 60 58 1 82 78 74 80 76 72 71 69 66 2 72 65 59 70 63 57 59 55 50 2 65 59 54 63 57 53 54 50 47 2 74 67 61 72 65 60 61 57 53 3 66 57 49 63 55 48 52 46 42 3 59 52 46 57 50 45 47 43 39 3 67 58 52 65 57 51 54 48 44 4 60 50 42 58 48 41 46 40 35 4 54 45 39 52 44 38 42 37 33 4 61 51 44 59 50 43 47 42 37 5 54 43 36 52 42 35 40 34 29 5 49 40 33 47 39 33 37 32 28 5 56 45 38 54 44 37 42 36 31 10 36 25 19 35 25 18 23 18 14 10 33 23 17 31 23 17 22 17 13 10 37 26 19 36 25 19 24 19 15 Zonal Lumens Summary Zonal Lumens Summary Zonal Lumens Summary Zone Lumens %Lamp %Fixture Zone lumens %Lamp %Fixture Zone Lumens %Lamp %Fixture 0 -30 447 14.2 18.3 0 -30 869 13.8 20.3 0 -30 884 15.2 19.5 0 -40 759 24.1 31.1 0 -40 1476 23.4 34.4 0 -40 1511 26.0 33.4 0.60 1459 46.3 59.8 0 -60 2789 44.3 65.0 0 -60 2883 49.7 63.7 0.90 2282 72.4 93.6 0 -90 4020 63.8 93.7 0 -90 4260 73.4 94.1 90 -180 157 5.0 6.4 90 -180 272 4.3 6.3 90 -180 268 4.6 5.9 0 -180 2439 77.4 100.0 0 -180 4293 68.1 100.0 0 -180 4528 78.1 100.0 i is Lighting fA L /THON /A L/GHT /NG ® Acuity Lighting Group, Inc. Fluorescent AnSM4culi Brands Company One Lithon -a Way, Conyers, -9 9-878 p y Phone:800- 858- 7763, Fax: 770- 929 -8789 In Canada: 1100 50th Ave., Lachine, Quebec H8T 2V3 Sheet #: DM- DMW -RS 01996 Acuity Lighting Group, Inc., Rev. 2/03 OM- DMW- RS.p65 www.lithonia.com BROAN C -tj�pG . �J SPECIFICATION SHEET COMBINATION UNITS Model 655 — Heater /Fan /Light Model 659 — Heater /Fan /Light .4-- TYPICAL SPECIFICATION Model 656 — Heater /Light Model 657 —Fan /Light Combination unit shall be Broan Model 655 (Model 659) Model 658— Heater/Fan (Model 656) (Model 657) (Model 658). FEATURES Unit shall have steel housing finished in electrically- bonded GRILLE: epoxy paint and adjustable mounting brackets. • White polymeric grille Unit shall have directional vanes for heat and exhaust and • Directional vanes for heat and exhaust must be rated to handle a 10OW bulb. • Snap -in light diffusing lens for 10OW bulb (not included) VENTILATOR (except Model 656): Fan, heater and light shall be separately controllable. Motors • Resilient anti - vibration mounts shall be permanently lubricated. RPM not to exceed number • Plug -in, permanently lubricated motor listed for each model. • Low sound, high performance blower wheel Air delivery shall be no less and sound levels no greater than HEATER (except Model 657): listed for each model. All air and sound ratings shall be • 1300 watts, with metal blower wheel for efficient, even certified by HVI. heating • Plug -in, permanently lubricated motor - functions Units shall be U.L. listed. independent of ventilator HOUSING: Models 655, 656, 657, 658 and 659 suitable for use in • Adjustable mounting brackets span up to 24" insulated ceilings. (Type I. C.) • Polymeric damper /duct connector with 2" long tapered sleeve and no metallic clatter • Compact 23 gage steel housing finished with electrically - bonded epoxy paint NOTE: For installation in ceilings up to 12/12 pitch • Model 657: Suitable for use in insulated ceilings (Type I.C.). • Models 655 and 659: Use Model 66V (Ivory) / 66W (White) 2100 Three Function Control • Models 656, 657, and 658: Use Model 68V (Ivory) / 68W (White) Two Function Control • Mode1657 U.L. listed for use in tub /shower enclosure with GFCI branch wiring Model 654H: Rough -in housing for Models 655F, 656F, 657F, 658F, 659F finish assemblies. 654H packed (4) per carton, 655F thru 659F packed (1) per carton Broan- NuTone LLC, 926 West State Street, Hartford, WI 53027 (1- 800 - 637 -1453) REFERENCE I QTY. REMARKS Location Architect Engineer Contractor Submitted by Date 10C 99041093M PERFORMANCE RATINGS - MODELS 655, 6565 6575 6585 659 MODEL DESCRIPTION VOLTS AMPS WATTS* SONES CFM DUCT 655 Heater /Fan /Light 120 12.8 1545 4.0 70 4" Round 656 Heater /Light 120 11.9 1448 — — 657 Fan /Light 120 2.0 N/A 4.0 70 4" Round 658 Heater /Fan 120 11.9 1448 4.0 70 4" Round 659 Heater /Fan /Light 120 12.0 1472 2.5 50 1 4" Round *Total connected load MODELS 655, 656, 657 & 659 �-- 5� HVI -2100 CERTIFIED RATINGS comply with new testing ' technologies and procedures prescribed by the Home Ventilating 2101 Institute, for off - the -shelf products, as they are available to consumers. Product performance is rated at 0.1 in. static pressure, ® based on tests conducted in AMCA's state -of- the -art test laboratory. Sones are a measure of humanly - perceived loudness, based on laboratory measurements. i I �� 84 MODEL 658 28. �I 84 SROAN C groan- NuTone LLC, 926 West State Street, Hartford, WI 53027 (1- 800 - 637 -1453) A FIOIAPH Mo LEADER IN LIGHTING SOLUTIONS HL-798 7102 AVI The Predator floodlight offers versatility, efficiency, and performance, which provides a unique solution to a variety of lighting needs. With the Predator, Holophane continues its legacy of utilizing technology to develop creative and innovative lighting solutions. Because the Predator is capable of generating wide, narrow, and spot distributions and is able to withstand harsh environmental extremes, it can be used in a range of diverse applications. Flexibility in mounting positions is maximized with its 360° yoke. The quick disconnect removable door, which includes all electrical components, can be replaced in 60 seconds, resulting in decreased costs and inconvenience of downtime. Features and Benefits • Unique fluted reflector Produces the maximum amount of light per input watt with optimum uniformity. Transverse elliptical fluting minimizes redirected energy through the arc tube and provides streak and striation free illumination. • Unitized electrical assem- bly Quick disconnect fixture door includes ballast and socket. Simplifies maintenance through 60 second replacement and decreases costs through minimal downtime. • Corrosion resistance Con- struction consists of low copper (360.1 alloy) aluminum castings, phosphate pretreatment, HOLOPHANE® >. 2 - 4 mil TGIC polyester powder paint, and hollow core high temperature silicone gaskets. • 40 °C UL listing Extends ballast and capacitor life 100% if operated in 25 °C (77 °F) average ambients. • Protected HPS starter Protects starter and ballast from damage when lamp fails. • Mounting versatility 360° yoke for 100% flexibility. Knuckles for 2 and 4 inch tenons. Junction box mount. • Stainless steel exposed hardware Provides long useful life in harsh locations. • Low Energy Use Holophane- manufactured ballasts provide highest lamp wattage with lowest input watts. Optional low loss ballasts in 250 — 400W MH reduce losses by an additional 10 to 20 watts per fixture. Application versatility Normal environment - UL/ CUL 1598 • "Suitable for Wet Locations" Harsh environment - UL 844 • Class I, Division 2 • Class II, Division 1 & 2 (small Predator only) • Class III, Division 1 & 2 (small Predator only) • CSA Certified UL 1598A• • Marine Outside *There are 4 levels of marine listings 'defined by UL 1598A, with Marine Outside having the most severe re- quirements. HOLOPHANE® 1�10D Predator "U" Fixtures Class 1, Division 2 1411 tem�rature �assificatfons are for40 °Cmbiertt >ernerature Groups A, 8, C, D ' Hazardous Locations ;Table 1 =1is the iJL;' testedmvtimunrdperatirtgtemperatures for lamp type and'waEfage bas( dd ft Predator has been designed and ;. operatiota. (Ft.tlle 5peciP�G,arribient for.'Which it is approved: Please refer to the Maximum Surface tested in accordance with UL Temperatufe Code 76151e'ofthe NEC. Standard 844. Therefore, it Table 1 .Predator`Temperatuit Classification for Class I; Division, 2, Hazardous Locations and Class 1P 111 complies with Article 501.9(8) (2) pmsio"0 =& 2, Hazardous Locations. v of the National Electrical Code, specifically, "tested in order to de Class I; Division 2 Class II, III, Divisions 1 & Z termine the marked operating Lamp Type Maximum Mounting Lamp Type Maximum Mounting temperature or temperature range. " & Wa(tagg' Temp. 'C Code Restriction & Wattage Temp. °C Group Code Restnctiiiri Predator "CII" Fixtures 50W.�IPS 163 T3B 1 SOW HPS 163 E,FG T4A 2 70W HPS 178 T3A 1 70W HPS 178 E,FG T3C 2 Class ll, Division 1 & 2 10OW HPS 221 T2C 1 10OW HPS 221 E,FG T3C 2' Groups E, F, G 15OW HPS 55V 272 T2A 1 15OW HPS 55V 272 E,FG T3C 3 b150W -HPS 1OOV 244 T26 1 150W HPS 100V 244 EF T3A 3 Class 111, Division 1 & 2 25OW HPS 323 325' 1 1 SOW HPS IOOV 244 E,FG T38 4 Hazardous Locations 40OWHPS 388 Ti 1 175W MH 306 EF T3 3 Predator has been designed and 175W MH 306 325` 1 r25OW Nt1H 347 350" 1 175W MH 306 E,FG T3C 4 10OW MV 247 E,FG T3C 2 tested in accordance with UL °40001 MN;; 347 350` 1 175W MV 313 E,F T3 2 Standard 844 to be "dust- ignition "1001V M1f; . I 247 T28 1 proof" as required for Class II appli- 1.7501' WV 313 ,, 325` 1 cations.fIOWW ;2li0W M1/. 383 TT 1 '8i ; The fixture will exclude dust from Ii- 1 �' nno�nnrg;e tea t�iart�# base dmn. 4.90'. the inside of the enclosure and will zMotxot. grrOptar§ tencedtaiampveroca, base down .zsoackorvertcartosolensdown function at full ratin without tle 9 4 Martmgt aa�aren enceemletnp Rtnrateasedawn,veroralto90 lem mw,. fvttxndngi ttarisare ,eretencadtolamp"srlcal base down, 90 �rrsarnw «ry. veloping surface temperatures x high enough to cause excessive g g UL 5landards WU4nrg iiaraaidorabwdon (01844) Paragraph 49.10 permits AxMg :Hoer Gass f, Division 2, wfich are betwg¢n 30& and "dSerC rpbB _ dehydration or gradual carbonlza- mak@?w 45. 350,;375 400425, 450tbi6cateapualmaxlnxrri temperature.(eg Code 325 >325C) tion of any organic dust deposits that may build up. Maximum N6te:Ma6n inter{ iatLicsra' lamp0 earawattaga *ybemeericissram Class I &IL Gass isest eased upon the matGnurrt.teinperatFre °, r, surface temperatures will not „nsdeaa,adatberaie, cfaAaanal�rtarurnterrperawreataasaduPonexternas .caratgnpeaura _° exceed 200 °C (392 °F) Group E and Group F or 165 °C (329 °F) Group G under normal conditions of use. Class III fixtures will exclude fibers or flyings from the inside of the enclosure and will function at full rating without developing surface temperature high enough to cause excessive dehydration or gradual carbonization of accum- ulated fibers or flyings. NEC Requirements -- UL Standard 844, Fife no. E12267 „ 'Peirformance Specification Table 2. Photometric, Data Vertical NEMA Beam otall Max. photometric Source Watts Distribution Beam' Efficiency' Efficiency' iCaridela Test HIPS 50 Narrow . 7x 5 64.2% 71.0 0/* - 3172 36339.IES Wide '" 7 x 7 69.4% 71.7% 1898 36363:IES 70 Narrow 7 x 5 63.4% 70.1% 4556 36337.IES Wide 7 x 6 68.7% 70.9% 2595 36361JES 100 Narrow 7 x 5 64.3% 69.5% 6264 36335;IES Wide 7 x 6 68.0% 70.2% 4117 36359IES . 150 Narrow 7 x 6 65.3% 69.7 % 9658 36333IES Wide 7 x 6 67.6% 69.9% 6358 36347.IES Spot 4 x 4 47.8% 72.4% 29994 37W9IES 250 Narrow 7 x 4 66.6% 73.3% 20075 371991ES Wide 7 x 6 70.1% 73.4% 13852 37200.IES Spot 6 x 4 64.7% 75.2% 25719 37198.IES 400 Narrow 7 x 5 67.0% 72.3% 29653 37196.IES Wide 7 x 6 69.6% 72.8% 22441 37191.IES Spot 6 x 5 64.6% 74.5% 42203 37197.IES MH 175 Narrow 7 x 5 65.5% 73.2% 10834 36343.IES Wide 7 x 6 70.9% 73.4% 5527 36367' ES Spot 4 x 4 51.4% 80.3% 23696 4232o,1ES 250 Narrow 7 x 4 59.2% 74.9% 19769 37218:165 v Wide 7 x 6 72.2% 75.9% 11815 _ 37219;IES Spot 6 x 4 56.6% 77.81/o 24413 3721,11ES 400 Narrow 7 x 4 64.1% 76.2% 32262. 372021FS Wide 7 x 6 71.4% 75.7% 1.9407' XS .Spot 5 x 4 59.5% 79,0°/6 - - 1,7201 4'3500 °'= •.37203:1FS' DX MU 250 - Narrow - 7 x 1 Bl 4% 69.0% 4981 3722415 ' Wide 7 x 7 67 0% A440 ' ' 37225JES $(dot 6 x 6 66.5% 71 6% y : 7066' .. , 37223(ES 400 Narrow -- 7 x 7 B3 0% 64.6% ! : 1'126 ' ` " 37291ES Wide 7'x 7 62.5% ¢4:0% 6513 37303,, $ 6'x 7 64.1 %_ . , X68.0 %�' .'� ..1ii6C °'37209.IES 1 'NCHAbeam based on field angle '. " Z Beam effddrq based on field angles.field angles are used because they mae wwat* represent k T*m in beafn Fixture shall be Holophane catalog number Mechanical Construction: The housing shall be die cast low copper (360.1 alloy) aluminum finished with a 7 -stage pretreatment and an electrostatically applied 2 - 4 mil coat of polyester powder paint. The finish shall withstand a 160 inch -pound impact measured with a standard Gardner Impact Tester. It shall have passed a 1000 hour salt spray test as specified by ASTM B -117. It shall exhibit no cracking or loss of adhesion from a 180° bend over a 1/8 inch mandrel diameter per ASTM D522. All external screws shall be captive and be Type 316 stainless steel. The yoke shall be either AISI Type 316 stainless steel or zinc electro- plated and yellow chromate finished cold rolled steel. The yoke shall be capable of being rotated 360° about the fixture for top, bottom, or back mounting. The door shall be hinged to provide easy access during lamping and shall be secured to the fixture while open. The door assembly shall include mechanical stops to assure proper compression of the gasket. The yoke mounted fixture shall have a threaded entry to accommodate 1/2" NPT conduit or connector. When thejunction box mount fixture is used, a 1 " NPT entry shall be provided. Watertightness: No water shall enter the fixture when exposed to a solid stream of water from 3 GG40 brass spray nozzles - each supplying 12 gallons per minute at 100 PSI. The nozzles shall be 30 inches apart, centered on, and 24 inches from the fixture plane. Three tests shall be conducted for 15 minutes each with the vertical distance of the fixture at 6, 12, and 16 inches above the nozzles. The gasket shall be hollow core, Durometer 60 silicone, and have a 200 °C continuous service temperature. It shall have demonstrated no visible deterioration after artificial aging for 96 hours in oxygen at a pressure of 300 pounds per square inch at a temperature of 156° F. Dust - tightness: An enclosure of a fixture for Class II locations shall be exposed for at least six heating and cooling cycles and for at least 30 hours to a circulating dust -air atmosphere to determine that the fixture is dust - ignition -proof with regard to exclusion of dust. There shall be no entrance of the dust into the device as determined by visual examination following the chamber test described, The fixture is to be installed in a test chamber to permit free circulation of the dust -air mixture around the fixture. The test chamber is to be provided with a cover and with dust - air -inlet and - outlet connections. The fixture is to be exposed to the dust -air atmosphere that is to be produced by auxiliary apparatus and introduced into the test chamber. The tests are to be conducted at an ambient temperature of 10 -40 °C (50- 104 °F) and a relative humidity of 40 -60 percent. Grain dust consisting of wheat or com dust, or both, that has passed through a U.S A. Standard 150 -micron (100 -mesh) wire cloth is to be used for the dust -air atmosphere if the fixture is for Class Il, Group F, Group G, or Groups F and G locations. Magnesium dust, all of which has passed through a U.S.A. Standard 250 - micron (60 mesh) wire cloth, 66 percent of which has passed through a 150 -micron (100 -mesh) wire cloth, and 22 percent of which has passed through a 75 -micron (200 -mesh) wire cloth, is to be used for the dust -air atmosphere if the fixture is for Class II, Group E, Groups E and F, Groups E and G, or Groups E, F and G locations. Quick Disconnect Electrical: The fixture door shall contain all ballast components, including the socket, and be designed for fast removal as a complete assembly without disturbing aiming. The fixture shall be capable of being changed to a different wattage, voltage, or lamp source by simple change out of the unitized electrical assembly. Replacement shall take less than 60 seconds. Optical and Socket Assembly: The reflector shall consist of high purity alloy #3002 aluminum of minimum 0.08 thick sheet. Lens shall be 4.5 mm minimum thickness tempered glass. The beam efficiency shall be no less than _ *_ The total efficiency shall be no less than _'_ Lamp holders shall be porcelain with high temperature 16 ga. wiring. Sockets shall be pulse rated. The screw shell shall be nickel - plated brass with anti- vibration grips. Ballast: Shall be copper wound, high power factor, Lead or Low Loss Lead as specified. Ballasts shall reliably start and operate the lamp in ambient temperatures to minus 40° F. The lamp extinguishing voltage shall be as low as 39% of nominal. Ballast shall provide 100% wattage to the lamp and have a published Ballast Factor of 1.0 per ANSI C82.2. The fixture shall be UL listed for 40° C. When operated at 10° C below rated ambient temperature, ballast insulation and capacitor life shall be extended 100 %. The low loss ballast available for 250 - 400 watt lamps, if specified, shall have a core of grain oriented M -6 steel to reduce ballast losses 10 to 20 watts per fixture. A protected started for High Pressure Sodium lamps, if specified, shall sense an inoperative lamp and automatically shut down to prevent continuous pulsing and thermal damage to itself and ballast secondary windings. Warranty: The electrical assembly shall be warranted for a period of 5 years and the luminaire for a period of 2 years from the date of shipment. Listing: The fixture shall be UL/CUL 1598 listed for 40° C ambient "Suitable for Wet Location." It shall be UL 844 listed for Class I, Division 2; Class II, Division 1 & 2; Class III, Division 1 & 2. It shall be UL 1598A listed for Marine Outside. 'Note: See Table 2 for applicable beam efficiency and total efficiency. HOLOPHANE® Mounting versatility Since the yoke can rotate 360° around the fixture, the Predator can be mounted from below, above, or any intermediate posi- tion. An optional knuckle fitter, adjustable in 5° increments, can be ordered in lieu of the yoke, or a slip fit adaptor can be supplied as an accessory to the yoke for mounting on a 2" tenon. For ceiling mounting in tunnels or back mounting for sign lighting, a box mount can be supplied in lieu of the yoke to give a 15° tilt from the mounting plane. The knuckle fitter, junction box, and slip fit adaptor options are not suitable for hazardous locations.; 4, 'W'C 1 Housing: Low copper (360.1 alloy) die cast aluminum with polyester powder paint. 2 Mounting: 360° swivel of mounting yoke around fixture provides top, bottom, or back mount- ing. 3 Reflector: Unique reflector design eliminates bright streaks, provides uniform illumination, and low surface brightness. 4 Tempered glass lens 5 Quick- disconnect removable door: Includes all electrical components, including the socket. Captive stainless steel screws. Door does not distort when fastened. V Gasket: Hollow core high temperature silicone gasket. Mounting Options HOLOPHANE® t; How to construct a catalog number for Predator Fixture type G EXAMPLE: PD — 050HP —j2— — — H — _N_ — 3 — Q — PS 1 2 3 4 5 6 7 s --*)PF#C0n1 v /24W 3 8 ratalnn nn necrrintinn AOAPIt Luminaire type PD Small Predator (UL 844, UL 1598A, UL /CUL 1598, 40 °C wet location) _ PF Medium Predator (UL 844 and UUCUL 1598, 40 °C wet location) 2 Source and wattage PD —050HP 50W HPS (120 volt only) _ 070HP 70W HPS _ 100HP l OOW HPS _ 15AHP 150W/55V HPS _ 175MH 175W MH PF Medium Predator _ 250HP 250W HPS _ 25LHP 250W HPS, energy saving _ 400HP 40OW HPS _ 40LHP 40OW HPS, energy saving _ 250MH 25OW MH _ 25LMH 25OW MH, energy saving 40LMH 40OW MH, energy saving _ 250MV 25OW MV X 400MV 40OW MV 3 Voltage 2.87 Jl 12 120 volt _ 20 208 volt _ 24 240 volt _ 27 277 volt _ 34 347 volt (Canada only) _ 48 480 volt _MT Multi- voltage (120 - 277 volt USA) NA with 050HP, 250 and 400MV _VT Vari -tap (120, 277, 347 volt) Only available with 250HP, 250 Narrow vertical, wide horizontal beam MH, 400HP �__W -I 63.5mm (2.5') 31.8mm (115') 25mm i 2x 10.7mm (.122') 9.) clearance holes 16,875 22.75 ltoo mounting Dolts Protractor markings every 15° for a 180°total- _ H 2 places Effective Projected Area (In Ft2) Clearance Class I, II, III, and marine outside (UL 844) Tilt above holes For Medium Predator K uminaire Nadir EPA mounting (1) 115mm (.53') Marine outside (UL 1598A) tole for wiring 1.14 Predator W H D Weight PD 13.125" 17.875" 7.875" 20 -23 lbs. 4 UL /CUL listing PF 16,875 22.75 10.5 39 -46 lbs. PD _ H Class I only (UL 844) Effective Projected Area (In Ft2) J Class I, II, III, and marine outside (UL 844) Tilt above Small Predator Medium Predator K Wet location (UL /CUL 1598) Nadir EPA EPA _ L Marine outside (UL 1598A) 15° 1.14 1.86 PF 45° 1.66 2.66 _ B Class I (UL 844), and marine outside (UL 1598A) 90° 1.93 2.87 �( K Wet location (UL /CUL 1598) 135: 2.45 _ L Marine outside (UL 1598A) 180° 1.14 1.61 rf Optical _ N Narrow vertical, wide horizontal beam X W Wide vertical, wide horizontal beam —S Spot distribution (UUCUL 1598 & UL 1598A on PD only ) 6 Mounting _ 1 2" Knuckle fitter (UUCUL 1598 only) Box mount (UUCUL 1598 and UL 1598A only) —2 X 3 Stainless steel yoke —4 Zinc plated yoke (UUCUL 1598 only) —5 4" Knuckle fitter (UUCUL 1598 only) 7 Color G Gray _ X B Bronze _ K Black (UL /CUL 1598 on PF only) —W White (UUCUL 1598 on PF only) 8 Options and accessories See page 8 Order number Job name HOLOPHANE® Options and Accessories Wire guard Catalog no. Options (factory installed) Visor Visor & side shield _ A Gray top visor _ C Bronze top visor _ D Gray side shield (UUCUL 1598 only) _ E Bronze side shield (UL /CUL 1598 only) _ F Black top visor (UUCUL 1598 on PF only) _ H White top visor (UL /CUL 1598 on PF only) _ L Black side shields (UL /CUL 1598 on PF only) _ J White side shields (UL /CUL 1598 on PF only) _ PS Protected starter for HPS units only _ R' Photocontrol receptacle (NEMA twistlock) (UL /CUL 1598 on PF only) TB' Terminal block Accessories (shipped separately) _ LAMP Ship appropriate lamp as line item _ F1 Single fuse assembly for 120, 240, 277, or 347 volt (UL /CUL 1598 only) _ F2 Double fuse assembly for 208, 240, or 480 volt (UUCUL 1598 only) _ PDWG Wire guard for "PD" unit _ PFWG Wire guard for "PF" unit PDPR12 120V photocontrol (UUCUL 1598 only) _ PDPR 208, 240, 277V photocontrol (UUCUL 1598 only) _ PDPR34 347V photocontrol 08657 -xxz 2" tenon pole adapter (UUCUL 1598 only) Notes: 1 Contact TSG 2 Insert GR -Gray, BZ- Bronze, BK- Black. WA -White for "xx" in catalog number A HOLCHMME® LEADER IN LIGHTING SOLUTIONS An "cu/tyBrands Company Acuity Lighting Group, Inc. 214 Oakwood Ave., Newark, OH 43055 / Holophane Canada. Inc. 9040 Leslie Street, Suite 208, Richmond Hill, ON L4B 3M4 / Holophane Europe Limited, Bond Ave., Milton Keynes MK1 1JG, England / Holophane, S.A. de C.V., Apartado Postal No. 986, Naucalpan de Juarez, 53000 Edo. de Mexico Contact your local Holophane factory sales representative for application assistance, and computer -aided design and cost studies. For information on other Holophane products and systems, call the Inside Sales Service Department at 740 - 345 -9631. In Canada call 905 -707- 5830 or fax 905- 707 -5695. Limited Warranty and Limitation of Liability Refer to the Holophane limited material warranty and limitation of liability on this product, which are published in the "Terms and Conditions" section of the current product digest, and is available from our local Holophane sales representative. Visit our web site at www.holophane.com HL -798 7102 02002 Acuity Brands, Inc Printed in USA IA L /THON /A L /GHT /NG° FEATURES & SPECIFICATIONS INTENDED USE Intended for low to medium mounting heights where dust, dirt, humidity, moisture, or corrosive elements are present. Ideal for canopies, dock areas, wastewater treatment, refrigerated areas, .food processing and other non - hazardous environments. CONSTRUCTION Housing formed from impact resistant, LIV stabilized, fiberglass reinforced polyester with cold - rolled steel enclosed wireway. Poured in gasketing provides a seal between housing and diffuser. Captive, corrosion- resis- tant cam - action latches secure the diffuser; six on 4' units, and ten on 8' units. Stainless steel latches available. FINISH Painted parts pretreated with a five -stage iron - phosphate process to en- sure superior paint adhesion and corrosion resistance, then finished with a high - gloss, baked white enamel. OPTICAL SYSTEM Acrylic diffuser with a stippled interior surface to spread lamp image. High - impact diffuser optional. ELECTRICAL SYSTEM Thermally protected, resetting, Class P, HPF, non -PCB, LIL Listed and CSA Certified ballast is standard. Sound rating depends on lamp /ballast combi- nation. AWM, TFN, THHN wire throughout, rated for required temperatures. INSTALLATION For unit or row installations, surface (ceiling or wall) or suspended mount- ing. LISTING 120V, 277V and MVOLT are LIL Listed and CSA Certified (standard). 347V is CSA Certified (see Options). NOM Certified (see Options►. Suitable for wet (DMW) or damp (DM) locations. WARRANTY Guaranteed for one year against mechanical defects in manufacture. Catalog Number DM -2 -32 -ARDP- 120 - GE13-EL6DW Notes Type nomenclature that best suits your needs and E Enclosed and Gasketed Industrial DM /DMW Rapid Start 4' Or 8' length ^ ^' - -S All dimensions are inches (millimeters). Specifications subject to change without notice. ORDERING INFORMATION ' — ° ' Choose the boldface catalog nomenclature that best suits your needs and GEB10RS Electronic ballasts, <10% THD, Rapid Start' write it on the appropriate line. Order accessories as separate catalog number. GLR Internal fast -blow fuse DM 2 32 ARDP 120 Serie s fNUJmb- er of Lamp type Voltage �� DM Damp location amps 32 3 2W T8 (48 ') �a� 120 DMW Wet location 1,2,3' 40 40W T12 (48 ") 277 For tandem double- length Notluded DRUSer 347 unit, add prefix T. Example: MVOLT' TDM (blank) Acrylic(15% DR) others top) AR H; h- t available 4 P acrylic (50% DR) OP Deep acrylic' �J ARDP Deep high- impact acrylic' Rmilli Specifications Length: 50" (1270) 98" (2489) Width: 8 -1/8" (206) Fixture Depth: 5 -5/8" (143) Example: DMW 2 32120 GEB GEB /EL6DW Options ES Energy- saving ballasts (40W lamps only) CW Cold- weather ballasts, 0 °F starting' ELDW Emergency battery pack (nominal 300 lumens) EL50W Emergency battery pack (nominal 500 lumens) EL6DW Emergency battery pack (nominal 600 lumens) EL14DW Emergency battery pack (nominal 1400 lumens) —ZIP GEB Electronic ballasts, <20% THD GEB101S Electronic ballasts <10% THD Instant Start' Notes ' — ° ' Accessories 1 32wr81ampsonly. GEB10RS Electronic ballasts, <10% THD, Rapid Start' Order as separate catalog numbers. 2 Deep lens is standard on8'fixtures. GLR Internal fast -blow fuse BCD Bracket for hanger chain mounting.Two per package- 3 MVOLT available with GEB1 01S only. 4 Not recommended for use in ambient GMF Internal SIOW-bIOW fuse HC36 Chain hangers (I pair, 36 'long). Requires BCD. temperatures exceeding 40°F. NSF NSF International certification WLF Wetlocationfittings (l pair, notinstalled). 5 Available with only 32 watt and 40 watt lamp RIF1 Radio interference filter, 1 per fixture types. STSL Stainless steel latches 6 Available for the DMW only. WLF Wet location fittings (1 pair, installed in fixture top) CSA CSA Certified (Only required for 347V). NOM NOM Certified. Fluorescent Sheet #: DM- DMW -RS INFL =280 DM /DMW Rapid Start - MOUNTING DATA r unit or row installation, surface (ceiling or wall) or suspended ounting. DM /DMW - Drill holes through housing and channel at appropriate locations. DMW - Includes gasketed wet location fittings on ends for power feeding /mounting. Fitting is threaded for 1/2" rigid conduit (optional WLF for top mounting). Attach to surface using fasteners and sealing washers (by others) appropriate to ceiling materials. Unit installation - Minimum of two hangers required. Row installation - Minimum of two hangers required. Recommend 1/2" nipple with union (by others) for DMW. See ACCESSORIES below for hanging devices. Wet location fitting Locknut L will, 1/2" dia. II Zone O Conduit, pipe or stems (by 0 -30 others) Housing TOP, END OR IN -LINE MOUNTING 8 -1/8 (206) 1 DIMENSIONS Inches (millimeters). Subject to change without notice. A = 11/16 (17) Dia B = 1 -1/8 (29) Dia Recommended mounting locations (field drilling required) •8' fixtures are 5 -5/8' deep 4' fixtures are 4 -5/8' deep f 8 -8 (206) 1 -1/8 (29) 5 -5/8 (143) 8 -1/8 (206) 3/16 (5) 4 -3/16 (1061 5.5/8 (143) 1 -1/4 (32) 2 -1/2 (64) 2 -3/4 -�� r4 -1/4 `- 7 y (70) 7 (108) (179) 50 (179( (1270) A - B = ------------------------------------- will, II 2 -3/4 -�� r4 -1/4 `- 7 y (70) 7 (108) (179) 50 (179( (1270) A - B = ------------------------------------- = B -- -- -- ---- -- ---- -- ---- A %Fixture Zone O - --- - -0 0 -30 2 -3/4 7 (70) �- (179-► ) 4 -114 `- (108) 98 (179) (2489) PHOTOMETRICS Lumens %Lamp %Fixture Zone Lumens %Lamp %Fixture Zone Lumens %Lamp %Fixture 0 -30 447 Calculated using the zonal cavity method in accordance with IESNA LM41 procedure. Floor reflectances are 20 %. Lamp 869 13.8 20.3 0 -30 884 15.2 configurations shown are typical. Full photometric data on these and other configurations available upon request. 0 -40 1476 23.4 34.4 0 -40 1511 DM /DMW 140 33.4 DM /DMW 240 1459 DM /DMW 232 59.8 0 -60 2789 44.3 65.0 0 -60 Report LTL4148 49.7 Report LTL4147 0 -90 Report LTL 5583 72.4 93.6 0 -90 4020 63.8 93.7 S/MH (along) 1.2 (across) 1.6 4260 S /MH (along) 1.3 (across) 1.5 94.1 S /MH (along) 1.3 (across) 1.6 6.4 90 -180 272 Coeff icient of Utilization 6.3 Coefficientof Utilization 268 Coefficientof Utilization 5.9 0 -180 2439 77.4 100.0 Ceiling 80% 70% 50% Ceiling 80% 70% 50% Ceiling 80% 4528 70% 100.0 50% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% 1 81 76 72 78 74 70 69 66 63 1 72 68 65 70 66 63 63 60 58 1 82 78 74 80 76 72 71 69 66 2 72 65 59 70 63 57 59 55 50 2 65 59 54 63 57 53 54 50 47 2 74 67 61 72 65 60 61 57 53 3 66 57 49 63 55 48 52 46 42 3 59 52 46 57 50 45 47 43 39 3 67 58 52 65 57 51 54 48 44 4 60 50 42 58 48 41 46 40 35 4 54 45 39 52 44 38 42 37 33 4 61 51 44 59 50 43 47 42 37 5 54 43 36 52 42 35 40 34 29 5 49 40 33 47 39 33 37 32 28 5 56 45 38 54 44 37 42 36 31 10 36 25 19 35 25 18 23 18 14 10 33 23 17 31 23 17 22 17 13 10 37 26 19 36 25 19 24 19 15 Zonal Lumens Summary Zonal Lumens Summary Zonal Lumens Summary Zone Lumens %Lamp %Fixture Zone Lumens %Lamp %Fixture Zone Lumens %Lamp %Fixture 0 -30 447 14.2 18.3 0 -30 869 13.8 20.3 0 -30 884 15.2 19.5 0 -40 759 24.1 31.1 0 -40 1476 23.4 34.4 0 -40 1511 26.0 33.4 0 -60 1459 46.3 59.8 0 -60 2789 44.3 65.0 0 -60 2883 49.7 63.7 0 -90 2282 72.4 93.6 0 -90 4020 63.8 93.7 0 -90 4260 73.4 94.1 90 -180 157 5.0 6.4 90 -180 272 4.3 6.3 90 -180 268 4.6 5.9 0 -180 2439 77.4 100.0 0 -180 4293 68.1 100.0 0 -180 4528 78.1 100.0 Lithonia Lighting fA L /THOMIA L/GHT /NG ® Acuity Lighting Group, Inc. Fluorescent An SM4cuitvBrands Company One Lithonia Way, Conyers, GA 30012 Phone: 800-858-7763, Fax: 770-929-8789 In Canada: 1100 50th Ave., Lachine, Quebec H8T 2V3 Sheet #: DM- DMW -RS 01996 Acuity Lighting Group, Inc., Rev. 2/03 DM- DMW- RS.p65 www.lithonia.com -� �V� x / , LN4X Series location UL 50 type 4X exit signs for indoor /outdoor use, featuring energy - saving, long -life LED lamp assemblies. V c o i he c+ i on 'PARTNER Application Indoor /outdoor applications with wet or dusty environments requiring corrosion - resistant, UL 50 type 4X exit signs with ener- gy- saving, long -life LED lamp assemblies. Features All Models • UL 50 type 4X units for indoor /outdoor use • Suitable for use in wet locations • Oil- resistant gasket for watertight/dust -tight seal • High- impact, corrosion - resistant polycarbonate housing • LN4X Series utilizes NEMA 4X enclosures • Easy installation • Bright, even illumination • Exceeds NFPA 101 illumination requirements • Red and green letters • Long -life LED lamps provide over 20 years of service • Energy- saving operation • EPA/DOE ENERGYSTAR" compliant • Snap -in chevron type directional arrows • Optional 2- circuit models available • Listed to UL Standard 924 • Universal 120/277VAC operation • Operating temperature range: AC models: 0 °C to 40 °C (32 °F to 104 °F) Emergency models: 10 °C to 40 °C (50 °F to 104 °F) Emergency models with -XTR option: -20 °C to 50 °C ( -4 °F to 122 °F) Emergency Sign Features • Completely self- contained • Fully automatic, solid -state charger • Maintenance -free, nickel- cadmium battery • Operates for a minimum of 90 minutes • Automatic battery protection • Test switch • AC On indicator • UL 924 Listed • UL Wet/Damp location listed An "AL _"1L ' Severe Conditions Product '°'4r` Hof Cold Wet/Damp Corrosive Product Selector Standard Models Fixture Type Model Number AC Voltage Colors Letters Diffuser 2- circuit operation(3)(7) LN4XRW 120/277 Red White - XTRFAP LN4XGW T IN/277 Green White Emergency Models Fixture Type Model Number AC Voltage Colors Letters Diffuser 2- circuit operation(3)(7) LN4XRWE 120/277 Red White - XTRFAP LN4XGWE 120/277 Green White Options Description Factory Equipped Add Suffix To Model Spectron self- testing /self - diagnostic electronics(t)(2) I Extreme temperature operation(2)(8)(9) -XTR 2- circuit operation(3)(7) -2C Fire alarm panel interface (4)(6)(7) -FAP Extreme temperature operation Fire alarm panel interface (2)(4)(6)(7)(8)(9) - XTRFAP Flasher module(2)(6) -FM Remote DC operation(3)(5)(6) -DC Tamper-proof screws tool included JR (1) Add T' option suffix immediately after model number. Example: LN4XWEI (2) For use with emergency models only. (3) For use with AC models only. (4) Operates with 24 volt AC or DC fire alarm panels. (5) For emergency illumination of sign from remote 6 -24VDC power sources. (6) -FAP, - XTRFAP, -FM or -DC options may not be specified together. (7) -2C and -FAP or - XTRFAP options may be specified together. (8) Not available with self- testing /self- diagnostic Spectron models. (9) Provides an operating temperature range of -20 °C to 50 °C ( -4 °F to 122 °F) Dimensions 11314^ —1s'• , 13 b&A Lighting, lnc- Specifications Description LN4X Series LED exit signs meet UL 50 type 4X standards; units are watertight, raintight, corrosion - resistant, suitable for use in damp or dusty locations. LN4X Series LED exit signs utilize NEMA 4X enclosures constructed of neutral gray, high- impact- resistant, glass - filled polycarbonate with a clear polycarbonate cover. The cover is secured to the housing by means of four slotted polyamide screws. An oil- resistant gasket supplied with the cover provides a watertight and dust -tight seal. 1/4" mounting holes for securing the housing to wall surfaces are located under the four cover screws. Exit letters meet UL 924 requirements. A white trim plate installs under the housing cover. Letters are offered standard in a choice of red or green. Directional arrows are snap -in chevron type. Illumination is provided by long -life, energy -sav- ing LED lamps. Standard operation is from 120 or 277VAC. Emergency Models LN4X LED Series emergency models are completely self - contained. A waterproof housing vent is provided on all emergency models. The unit incorporates a solid- state, constant current type charger module. Operation is fully automatic. During normal operation, the charger module maintains the battery at full charge. A transfer circuit auto- matically switches to emergency battery operation upon loss of normal power. The battery will operate the unit's LED lamps for a minimum of 90 minutes during emergency opera - tion. An automatic low- voltage disconnect circuit protects the battery from deep discharge damage during prolonged power failures. On restoration of utility power, the charger will begin a recharge cycle and bring the battery to full capacity within acceptable UL time standards. A test switch is provided for checking emergency operation. An "AC On" LED indicator is supplied for checking the pres- ence of utility power. Standard operation is from 120 or 277VAC. Battery Type: Maintenance -free nickel- cadmium Illumination LN4X LED Series exit signs are supplied with energy- saving LED lamp assemblies that allow operation from 120 or 277VAC. All models meet UL 924 requirements for exit face illumination and color contrast ratio and exceed NFPA 101 illumination requirements. LED lamp assemblies are arranged to provide a very evenly illuminated exit legend. Average useful life exceeds 20 years under normal operating conditions. LED lamp assem- blies in emergency models provide illumination in AC and battery power modes. Temperature Ranges AC models: 0 °C to 40 °C (32 °F to 104 °F) Emergency models: 10 °C to 40 °C (50 °F to 104 °F) Emergency models with XTR option: -20 °C to 50 °C ( -4°F to 122 °F) LN4X Series Wet Location LED Exit Signs Power Consumption Power Factor, Average: .8 (lagging) Installation LN4X LED Series exit signs are designed to mount to walls through four 1/4" integral mounting holes in the unit housing. Mounting hardware supplied by others. Units must be sur- face wired for utility power input. Housings are easily drilled or punched to accept sealed conduit hubs (supplied by oth- ers). Options Options include self- diagnostic operation (I), extreme tem- perature operation ( -XTR), 2- circuit operation ( -2C), fire alarm panel interface ( -FAP), extreme temperature operation fire alarm panel interface (- XTRFAP), tamper -proof cover screws ( -TR) remote DC operation ( -DC) and flasher mod- ule ( -FM). Warranty Unit and Electronics: 5 years full Battery: Standard Models: 1 year full, 9 years pro-rata (10 years total) Spectron Models: 2 years full, 8 years pro-rata (10 years total) Suggested Specifications Exit signs shall be wet location listed UL 50 type 4X -rated for indoor /outdoor use. LN4X enclosures shall be corrosion - resistant polycarbonate and feature watertight and dust -tight construction. Molded in mounting holes shall be provided under the unit cover screws for securing the housing to walls. A choice of red or green letters will be supplied. Directional arrows shall be snap -in chevron type. Normal AC and emergency illumination will be provided by long -life, energy- saving LED lamp assemblies. Emergency models shall be supplied with all emergency operation components installed internally. Emergency components shall include a solid- state, constant current charger, a nickel- cadmium bat- tery, an "AC On" LED indicator and a test switch for check- ing emergency operation. The unit charger shall include an automatic low- voltage disconnect circuit and will be capable of recharging the battery within acceptable UL time stan- dards. Must be capable of providing 90 minutes minimum of emergency operation. Exit signs will be Dual -Lite LN4X LED Series, model(s) Dual -Lite • 60 Fieldstone Court • Cheshire, Connecticut 06410 -1212 • Tel: (203) 699 -2000 • Fax: (203) 699 -2059 • Web Site: www.dual4ite.com CopyrightO' Dual -Lite, a Hubbell Lighting Inc. brand - All Rights Reserved - Specifications subject to change without notice. Printed in U.S.A. 0601435 7103 120VAC 277VAC Red AC Only Models 2.64 watts 2.70 watts Green AC Only Models 2.24 watts 2.24 watts Red Emergency Models 3.81 watts 3.80 watts Green Emergency Models 3.50 watts 3.50 watts Power Factor, Average: .8 (lagging) Installation LN4X LED Series exit signs are designed to mount to walls through four 1/4" integral mounting holes in the unit housing. Mounting hardware supplied by others. Units must be sur- face wired for utility power input. Housings are easily drilled or punched to accept sealed conduit hubs (supplied by oth- ers). Options Options include self- diagnostic operation (I), extreme tem- perature operation ( -XTR), 2- circuit operation ( -2C), fire alarm panel interface ( -FAP), extreme temperature operation fire alarm panel interface (- XTRFAP), tamper -proof cover screws ( -TR) remote DC operation ( -DC) and flasher mod- ule ( -FM). Warranty Unit and Electronics: 5 years full Battery: Standard Models: 1 year full, 9 years pro-rata (10 years total) Spectron Models: 2 years full, 8 years pro-rata (10 years total) Suggested Specifications Exit signs shall be wet location listed UL 50 type 4X -rated for indoor /outdoor use. LN4X enclosures shall be corrosion - resistant polycarbonate and feature watertight and dust -tight construction. Molded in mounting holes shall be provided under the unit cover screws for securing the housing to walls. A choice of red or green letters will be supplied. Directional arrows shall be snap -in chevron type. Normal AC and emergency illumination will be provided by long -life, energy- saving LED lamp assemblies. Emergency models shall be supplied with all emergency operation components installed internally. Emergency components shall include a solid- state, constant current charger, a nickel- cadmium bat- tery, an "AC On" LED indicator and a test switch for check- ing emergency operation. The unit charger shall include an automatic low- voltage disconnect circuit and will be capable of recharging the battery within acceptable UL time stan- dards. Must be capable of providing 90 minutes minimum of emergency operation. Exit signs will be Dual -Lite LN4X LED Series, model(s) Dual -Lite • 60 Fieldstone Court • Cheshire, Connecticut 06410 -1212 • Tel: (203) 699 -2000 • Fax: (203) 699 -2059 • Web Site: www.dual4ite.com CopyrightO' Dual -Lite, a Hubbell Lighting Inc. brand - All Rights Reserved - Specifications subject to change without notice. Printed in U.S.A. 0601435 7103 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT SUBMITTAL NO. S PART 1 FOR CONTRACTOR USE FROM (CONTRACTOR) TO (DESIGNER) _ �c� a � £RAL ti Iz� 't T �> � Iry CONTRACT FO : (CONTRACT TIT _ �� e I\-) I✓L LT K \�� t-1 � w �— o ►y".114, THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC. SECTION) A/E RECOMMEND CITY ACTION NO. (A) (B) (C ) (D j J� e I2 C� A- TC- 1,9 G--= -�LT"L _'v + RACT SPECIFICATIONS REQUIRE FACTORY INSPECTION YES NO NEW SUBMITTAL RESUBMITTAL SIGNATURE PART II — FOR DESIGNER USE FROM (DESIGNER) r- TO ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column -C-) COMMENTS: O� w � � I L r�T4 F -- /� I� Piz C' v` 1�� CCG►�i (3l -k�SSr PU' I' SC `( `� �T' P� �'�. N L t ✓� %t`sE . V t�f i C%r'�� Z SIGNATURE DATE l G )16S7 PART 111 — FOR CITY USE FROM TO (CONTRACTOR) ENCLOSURES RETURNED. APPROVAL OR DISAPPROVAL INDICATED ABOVE. (See Column `D -) ACT ION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for each item in Column D, Section 1, above) A. - APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. B. - APPROVED, EXCEPT AS NOTED D. - WILL BE RETURNED BY SEPARATE CORRESPONDENCE. ON DRAWINGS. RESUBMISSION NOT REQUIRED. • E. - DISAPPROVED. SEE ATTACHED SHEET. NOTE: Approval f item does not relieve the contractor from complying with all the requirements of the contract plans and specifications. SIGNA URE DATE mt6996 C+t\i 41 Shop Drawing Review Letter Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www.KennedvJenks.com TO: Falcon General Engineering, Inc. DATE: 10 October 2005 572 Collyn Street SERIAL NO.: N/A Vista, CA 92083 SPEC. REF.: 08307 PROJECT: Moonlight Beach Pump Station Rehabilitation K/J JOB No.: 0487115.00 ATTENTION: David Pitts SUBMITTAL NO.: 032 -01 PAGE: 1 of 1 A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit K/J Refer to Item Action Comment 1 MCN 1 -5 2 MCN 1 -6 Manufacturer or Supplier Title of Submittal/ Drawing Bilco Floor Hatch (60 "x60 ") Bilco Sidewalk Hatch (66 "x124 ") Comment(s): 1. Spec requires heavy forged brass hinges; submittal lists heavy duty forged aluminum hinges. 2. Provide stainless steel hold -open pin per spec, or other locking provision. 3. Safety chain between double leaf doors should be stainless; not specified in submittal. 4. All hardware to be stainless per spec; submittal states "Non- Corrosive Materials." 5. Provide permanently attached warning sign to the underside of hatch doors per spec; not specified in submittal. 6. Sidewalk hatch should be a double leaf hatch with 36" wide open leaf and 30" fixed leaf as called out on drawings (Sheet M3); this is not what is represented in submittal drawing. B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SBRL ENCL. Owner Kipp Hefner (Encinitas) x x File K/J SOO x x By: aft A. Tebbetts plencinitas, city \submittals \submittal review letter for 032- 01.doc [F -2 Rev. Jan'041 CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 032 -011 For SECTIONS: 08307 FLOOR & SIDEW. HATCHES (� �[ " y m CT C o Z O cD H n C 9 m C NN eD ;D ;1D Q —`• 80 i j 0 d 5 Z N y c w v v Z D A �1 U) A IV Z :p l / Z Z G = m L- m ° m a C Fn O .��► m 9. rn C =i 3 w 3 MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: Date: 10/3/2005 Ag k lilt; Aix a �< m° e � • o • � Z D � o CZ7 ° v \ ° A O ° E m°v °a a°. m n O z W ®N x O 0 D r.: r r G 3 a °j o g$ 2 _u v �CEEe;WT co N X N m-m co o X r Z z o Zzi Z cn G7 — N U) D Fn rm ono m o ,8 ZC)o 4� L Zo n � =m p i x m Z M Z O w D I � o D >m V Z C O m o m 0 nsv QQi ? v Q�� ; c • f\ Q 2 C r a s :m c 3 $E C n g \° 3 C n° 3 A�u= ' V A Do m m . O n r(9(e) G 0 A q u3' 0.0 o , c � 3 c m r o 15., c ass S Y u c ° ' Q � 535 3 0 o c IL ° + • c'• pDyyD 2 4 Dp Z � nJ d �c• ° ' • � y R MR- ° •CO S. O C O A 0 0 3 3 ° rD ° w L iO ° y rp-�G�a its v `3 'dS m Do tDi z$ o 9 c m 3 m� st ° �� ° +1 3 g r 4 G E A 3 3 R• co N $ z o 3$ D �° �� x All ix9 o N •D 1 1 u O V \ O 3 f c M o aT ►a u O 0 O O A O O � A O D r r fd C \ 3 o o � O � �qov n s r 3 W-11" [3137] 9 - -9i' FRAME WEMNG [2985] « -- _ ------------------------------------ __ « «___«— _____ �__ _______«_ «_ ___ __________ A Y 496 A \ m x x u u Z M -n C O xcz� N N Z G7 Z N m O D O M Z_ � O Z ° m L7 x m N Z �N r m O D Z O 0 0 r D O A r, �F; �l � s z Sc n INS 1 u� N N M o Pm r o O 00 00 0000O O � � 'em tin c Tm S'S �5- °o c03 °a c n.�g6v >�$� m M s o S cnn m 1.�. r�i Q�Q• ,o �e x r3 = ■ �1 fir_ ^ °— c c 3 oY 0 R on n c Nf}S 1` a R3 1-3 0- o Q o z •F �� c �`�OZ ec o �¢ N S '° lZ. ssy' 3 3 _ O z OMM m o�z v= 3 0 0py > I� N C SmY > >o A n •GO • i9 0 �. SX o �' $ o o D 2C j o m g 33 Fi u : m m� iczi c �m a R 3 .o r r m ; z c �L n A > > O iQ o C -3 O OOa y -L w3 cNi� � N0 �� z � � 43 St i 1?• � Viz= 0 3 4 gs e �� 3 1 >F it • Z) Shop Drawing Review Letter To: Falcon General Engineering, Inc. 572 Collyn Street Vista, CA 92083 ATTENTION: David Pitts Kennedv /Jenks Consultants DATE: SERIAL No.: SPEC. REF.: PROJECT: K/J JOB No.: SUBMITTAL NO.: PAGE: A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit MCN = Make Corrections Noted RR = Rejected, Resubmit 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676- 3625(Fax) www.KennedvJenks.com 11 October 2005 N/A 11304 Moonlight Beach Pump Station Rehabilitation 0487115.00 048 -01 1 of 1 NR = Not Reviewed K/J Refer to Item Action Comment Manufacturer or Supplier Title of Submittal/ Drawing 1 A &R 1 -6 Barnes Sump Pump (Series SP50) Comment(s): 1. Impeller shall be thermoplastic non -clog type; submittal has cast iron impeller. 2. All fasteners exposed to the pumped liquid shall be stainless steel; not specified in submittal. 3. All power chords shall be water resistant LIL approved with double insulation and properly sized for the load; not specified in submittal. 4. Please provide efficiency and power factor data for sump pumps. 5. Incorrect specification section on submittal front page. 6. Run status and pump fail outputs to PLC shall be provided. B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SBRL ENCL. Owner Kipp Hefner (Encinitas) x x File KIJ SDO x x By: att etts pAencinitas, citylsubmittalsXsubmittal review letter for 04Ml .doc [F -2 Rev. Jan'04] CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 048-01 For SECTIONS: 11201 SUMP PUMPS a o d O ,w Z� YI � oA M fC n m .. o 3 \ W X c 0 1 s. N MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By:_S46� _Date: 10/3/2005 615 Strozier Avenue M El Monte, 40 9627 SUBMI'T'TAL MULTI W SYSTEMS. INC. �� ax ((626 4 42-08 7 Fax: (626) 442 -0839 SUBMITTAL OUTLINE Section 11304 — Sump Pumps Owner City of Encinitas Project Moonlight Beach Sewer Pump Station Rehabilitation Project Contractor Falcon General Engineering, Inc. Equipment Supplied: Two (2) - -- Barnes submersible pump model SP50AX, 1'h" discharge, ''/2" solids handling, operated by'' /z Hp, 3450RPM, 120V, 1- phase, 60Hz standard motor. Pump comes with attached mechanical float for automatic operation, 20' long power cord, and standard factory coatings. One (1) - -- Duplex system control panel, to include: NEMA 4X fiberglass weatherproof enclosure, magnetic motor contactor, HOA switch, green pump run indicator, control and alarm power indicators, float switch terminal block, and alarm package. Four (4) - -- 20' long mercury float switches. Equipment Description: 1.Pump Manufacturer: BARNES pump. 2.Pump Type /Model: Submersible pump, model SP50AX. 3.Pump motor to be 1/2 Hp, 3450RPM, 120V /60Hz/I- phase, Class "B" insulation, oil - filled. All pumps are supplied with 20 feet long cable. Full load current: 6.8 amps @ 120V. 4.Pump performance curve. Please see attached submittals. 5.Pump specification. Please see attached submittals. 6.Pump mechanical seal to be silicon carbide. 7.Pump dimension drawing. Please see attached submittals. 8.Mercury float switch. Please see attached submittals. 9.Duplex system control panel. Please see attached submittals. Prepared by: Juliana Tjondro Multi W Systems, Inc. Tel: (626) 401 -2627 Fax: (626) 442 -0839 Date: 09/28/2005 Itklm # 41 S BARNES Series SP50 1/2" Spherical Solids Handling www.cranepumps.com Manual & Automatic, Submersible Sump /Effluent DISCHARGE .... ............................... 1'/2" NPT, Female, Vertical LIQUID TEMPERATURE ................ 104'F (40'C) Continuous MOTOR HOUSING ........................... Cast Iron PUMP STRAINER ............................. Thermoplastic IMPELLER: Design ...................... 10 Vane vortex, with pump out vanes on back side. Balanced, ISO G6.3 Material ................. Cast Iron SHAFT ............... ............................... Stainless Steel O -RINGS ... ............................... Buna -N HARDWARE ....... ............................... 300 Series Stainless Steel PAINT .................. ............................... Air Dry Enamel SEAL: Design ....................... Single Mechanical, Type 21 Material ...................... Silicon Carbide /Silicon Carbide /Buna -N Hardware -300 Series Stainless CORD ENTRY ..... ............................... 20 ft. (6m) Cord with plug and pressure Gromment for sealing and strain relief UPPER BEARING .............................. Single Row. Ball, Oil Lubricated LOWER BEARING ............................. Single Row, Ball, Oil Lubricated MOTOR: Design ....................... Oil Filled Insulation .................... Class B SINGLE PHASE .. ............................... Permanent Split Capacitor (PSC). Includes thermal overload protection in motor LEVEL CONTROL SP50X ........................ None SP50AX ...................... Wide angle. Mechanical, 20 ft. (6m) cord SP50VFX .................. Vertical float. PVC. snap action, 20 ft (6m) cord MINUMUM SUMP DIA: SP50AX_ ................... 18" (457mm) SP50X & SP50VXF.... 12" (305mm) Sump & Utility Pumps gRNEB �� i Series: SP50 1 /2HP9 3450RPM, 60Hz C �I• ,US CSA 108 UL 778 LR16567 DESCRIPTION: GENERAL PURPOSE PUMP FOR RESIDENTIAL AND LIGHT INDUSTRIAL SUMP APPLICATIONS CRANE ! A Crane Co. Company PUMPS & SYSTEMS �9H Testing is performed with water specific gravity of 1 0 @ 68 F 120 C), other fluids may vary performance USA: (937) 778 -8947 • Canada: (905) 457 -6223 • International (937) 615 -3598 SECTION 1A PAGE 9 DATE 5/04 M Series SP50 1/2" Spherical Solids Handling Manual & Automatic, Submersible Sump /Effluent www.cranepumps.com Sump & Utility Pumps %w) #'T Model: SP50 Model: SP50VF Model: SP50A inches (mm) 8.52 (216) 1.70 3.87 (43) (98) ° 3.28 0 9.01 p 1.85 (47)(83) 6.23 (158) s (229) p 1 z (38) N.P.T. DISCHARGE # f 120° (209) PUMPING IFFERENTIAL ON 11.76 8. (2 9) (221 I 4.3 p„ OFF(114) 3.06 I 2.95 (78) (60) MODEL NO PART NO HP VOLT /PH Hz RPM NEMA FULL CORD CORD CORD (Nom) START LOAD LENGTH SIZE TYPE CODE AMPS SP50X 112875 1/2 120/1 60 3450 A 6.8 20 ft. (6m) 14/3 SJTOW SP50AX 112877 1/2 120/1 60 3450 A 6.8 20 ft. (6m) 14/3 SJTOW SP50VFX 112879 1 1/2 120/1 60 3450 A 6.8 20 ft. (6m) 14/3 SJTOW IMPORTANT! 1.) PUMP MAY BE OPERATED "DRY" FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND /OR SEALS. 2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS. 3 ) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS. 4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI /NFPA 70 AND /OR THE AUTHORITY HAVING JURISDICTION THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS. OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS ACOMMON OCCURRENCE LDATE 1A CRANE PUMPS & SYSTEMS 10 5/04 0 A Cran e Co. Company USA: (937) 778 -8947 • Canada: (905) 457 -6223 • International: (937) 615 -3598 11A9to Mercury- activated, narrow -angle float switch designed to activate pump control panels and alarms. This narrow -angle sensing device is used to accurately monitor liquid levels in sewage and non - potable water applications. The Sensor Float® control switch is not sensitive to rotation and is suitable for use with intrinsically safe circuits. Contact SJE- Rhombus regarding specific intrinsically safe applications. Normally Open Model (high level) The control switch turns on (closes) when the float tips slightly above horizontal signaling a high level, and turns off (opens) when the float drops slightly below horizontal. Normally Closed Model (low level) The control switch turns on (closes) when the float drops slightly below horizontal signaling a low level, and turns off (opens) when the float tips slightly above horizontal. ,® Suitable for use with intrinsically safe circuits. 27 Not sensitive to rotation. kJ Control differential of .5 inches (1 cm) above or below horizontal. ,9 UL Listed for use in non - potable water and sewage. €4 CSA Certified. AN Three -year limited warranty. LR54245 LISI ED 83N2 Hycl 11 L, IONS This switch is available: 9 for normally open (high level) applications or normally closed (low level) applications. N in standard cable lengths of 10, 15, 20, or 30 feet and 3, 5, 6, or 10 meters. 1 with three mounting options that allow for flexibility in installation: Mounting Clamp: for applications where the switch can be attached to a discharge pipe or similar mounting device. Internally Weighted: for applications where the switch can be suspended from above. Externally Weighted: for applications where the switch can be suspended from above. Iqm f 9— CABLE: flexible 18 gauge, 2 conductor (UL,CSA) SJOW, water - resistant (CPE) jacket FLOAT: 3.38 inch diameter x 4.55 inch long (8.58 cm x 11.56 cm), high - impact, corrosion resistant, PVC housing for use in sewage and non - potable water up to 140 °F (60 °C) MAXIMUM WATER DEPTH: 30 feet (9 meters), 13 psi MERCURY TILT SWITCH: single pole, single throw, mercury-to- mercury contacts, hermetically sealed in a steel capsule and epoxy sealed in the float housing ELECTRICAL: 5 amp, 120/230 VAC, 50/60 Hz SJ ELECTRO SYSTEMS, INC. PO Box 1708, Detroit Lakes, MN 56502 1- 888 - DIAL -SJE - 1- 218 - 847 -1317 1- 218 -847 -4617 Fax email: sje @sjerhombus.com www.sjerhombus.com Sensor Float® control switch installation instructions 1 1. Place the cord into the clamp as shown in Figure B. 2. Locate clamp at desired activation level and secure the clamp to the discharge pipe as shown in Figures A and B. Note: Do not install cord under hose clamp. 3. Tighten the hose clamp using a screwdriver. Over tightening may result in damage to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. 4. Bring cable leads back to control device and wire according to Figure C. 5. Check installation. Allow system to cycle to insure proper operation. Note: All hose clamp components are made of 18 -8 stainless steel material. See your SJE- Rhombus supplier for replacements. Figure A Figure B Inch cm) approximate activation ter length level of .5 Inches (1 cm) above or below horizontal 3.5 inch (9 cm) tether length 1. Determine desired activation level. 2. Suspend switch 7 inches (18 cm) below desired activation level as shown in Figure D. Switch remains partially submerged during the "on" tipping action. Switch can be totally submerged and still continue to operate properly. 3. Wire cable leads directly into control device as shown in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Figure C - Wiring Diagram ELECTRICAL SHOCK HAZARD Disconnect power before installing or servicing this product. A qualified service person must install and ! EXPLOSION OR FIRE HAZARD Do not use this product with flammable liquids. Do not install in hazardous locations as defined by s %? service this product according to applicable electrical +yij'tt0 `� 'tr> National Electrical Code, ANSI /NFPA 70. white and plumbing codes. Failure to follow these precautions could result in serious injury or death. Replace product immediately if switch cable becomes damaged or severed. Keep these instructions with warranty after installation. This product must be installed in accordance with National Electric Code, ANSI /NFPA 70 so as to prevent moisture from entering or accumulating within boxes, conduit bodies, fittings, float housing, or cable. 1 1. Place the cord into the clamp as shown in Figure B. 2. Locate clamp at desired activation level and secure the clamp to the discharge pipe as shown in Figures A and B. Note: Do not install cord under hose clamp. 3. Tighten the hose clamp using a screwdriver. Over tightening may result in damage to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. 4. Bring cable leads back to control device and wire according to Figure C. 5. Check installation. Allow system to cycle to insure proper operation. Note: All hose clamp components are made of 18 -8 stainless steel material. See your SJE- Rhombus supplier for replacements. Figure A Figure B Inch cm) approximate activation ter length level of .5 Inches (1 cm) above or below horizontal 3.5 inch (9 cm) tether length 1. Determine desired activation level. 2. Suspend switch 7 inches (18 cm) below desired activation level as shown in Figure D. Switch remains partially submerged during the "on" tipping action. Switch can be totally submerged and still continue to operate properly. 3. Wire cable leads directly into control device as shown in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Figure C - Wiring Diagram Figure D 7 inches (18 cm) approximate activation level 1. Determine desired activation level. 2. Suspend switch and cable weight at desired activation level as shown in Figure E. 3. Wire cable leads directly into control device as shown in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Cable weight is attached to switch cable at the factory. To adjust: 1. Release clip. 2. Adjust cable weight to desired position. 3. Lay switch cable in weight channel. 4. Align clip with weight channel and slide towards switch cable as shown in Figure E. 5. Snap clip snugly up to cable, moving clip to tightest possible position. Figure E .0— cable - weight 4 inch J (10 cm) approximate activation 11 minimum level of .6 Inches (1 cm) above or tether length below horizontal CONTROLS O SJ ELECTRO SYSTEMS, INC. 22650 County Highway 6 ■ P.O. Box 1708 I Detroit Lakes, Minnesota 56502 USA Instl.lnstr. PN 1009646A 1- 888 - DIAL -SJE (1- 888 - 342 -5753) N Phone: 218 - 847 -1317 ■ Fax: 218 - 847 -4617 Cat. Page PN 1009509A E -mail: sje @sjerhombus.com ©SJE- Rhombus Printed in USA 03/00 to L1 power to L1 load source black white Figure D 7 inches (18 cm) approximate activation level 1. Determine desired activation level. 2. Suspend switch and cable weight at desired activation level as shown in Figure E. 3. Wire cable leads directly into control device as shown in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Cable weight is attached to switch cable at the factory. To adjust: 1. Release clip. 2. Adjust cable weight to desired position. 3. Lay switch cable in weight channel. 4. Align clip with weight channel and slide towards switch cable as shown in Figure E. 5. Snap clip snugly up to cable, moving clip to tightest possible position. Figure E .0— cable - weight 4 inch J (10 cm) approximate activation 11 minimum level of .6 Inches (1 cm) above or tether length below horizontal CONTROLS O SJ ELECTRO SYSTEMS, INC. 22650 County Highway 6 ■ P.O. Box 1708 I Detroit Lakes, Minnesota 56502 USA Instl.lnstr. PN 1009646A 1- 888 - DIAL -SJE (1- 888 - 342 -5753) N Phone: 218 - 847 -1317 ■ Fax: 218 - 847 -4617 Cat. Page PN 1009509A E -mail: sje @sjerhombus.com ©SJE- Rhombus Printed in USA 03/00 Rem # Cl Single phase, duplex alternating pump control with override. The Model 122 control panel is designed to alternately control two 120, 208, or 240 VAC single -phase pumps in water and sewage installations. The alternating action equalizes pump wear. In addition to the alternating pump control, this system provides override control should either pump fail. If an alarm condition occurs, an alarm switch activates the audio /visual alarm system. Common applications include pump chambers, sump pump basins, irrigation systems and lift stations. Model Show 1221 W1 14X 1. Enclosure measures 12 X 10 X 6 inches (30.48 X 25.4 X 15.24 cm). Choice of NEMA 1 (steel for indoor use), or NEMA 4X (ultraviolet stabilized thermoplastic with removable flanges for outdoor or indoor use). 'Options selected may increase enclosure size and change component layout. 2. Magnetic Motor Contactor controls pump by switching hot electrical lines. 3. HOA Switches for manual pump control (mounted on circuit board). 4. Control Circuit Board provides pump control and alternation (U.S. patent 5,909,352). 5. Green pump Run Indicator Lights (mounted on circuit board). 6. Schematic/ Wiring Diagram 7. Incoming Pump Power Terminal Block / Pump Terminal Block r, 8. Circuit Breakers (optional) provide pump disconnect and branch circuit protection. 9. Control ON /OFF Switch (mounted on circuit board). 10. Ground Lug 11. Terminal Block Installation Label 12. Float Status Indicator Lights (mounted on circuit board). 13. Control / Alarm Power Indicator Light (mounted on circuit board). STANDARD ALARM PACKAGE (other options available) 14. Red Alarm Beacon provides 360° visual check of alarm condition. Note: NEMA 1 style utilizes a door mounted indicator in lieu of a beacon. 15. Alarm Horn provides audio warning of alarm condition (83 to 85 decibel rating). Note: NEMA 1 style utilizes an internally mounted buzzer (83 to 85 decibel) in lieu of horn. 16. Exterior Horn Test/Normal /Silence Switch allows alarm horn to be silenced and testing of horn and light to ensure proper operation of alarm system. indoor indoor /outdoor ■ Entire control system (panel and switches) is UL Listed to meet and /or exceed industry safety standards 9 Dual safety certification for the United States and Canada 1 Standard package includes three 20' Sensor Float° control switches 1 Complete with step -by -step installation instructions ® Three -year limited warranty C uL us LISTED jCONTf20 L5 SJ EL6CTRO SYSTEMS, INC. PO Box 1708, Detroit Lakes, MN 56502 1- 888 - DIAL -SJE • 1- 218 - 847 -1317 1 -218- 847 -4617 Fax email: sje @sjerhombus.com www.sJerhombus.com 122 i 4� I 2 0 MODEL 122 ALARM PACKAGE 0 = select options or no alarm package 1 =alarm package (includes test/normal /silence switch, fuse, red light, horn & float) ENCLOSURERATING I =Indoor, NEMA 1 (metal) I' W = Weatherproof, NEMA 4X (engineered thermoplastic) STARTING DEVICE 1 = magnetic motor contactor ` 9 =magnetic motor contactor 120V only PUMP FULL LOAD AMPS 0 = 0 -7 FLA 1 = 8 -15 FLA 2 =16 -20 FLA 1i; = 21 -30 FLA PUMP DISCONNECTS - `� 0 =no pump disconnect E� 4 = circuit breaker FLOAT SWITCH APPLICATION FiH or L = pump down or pump up X = no floats OPTIONS Listed below * Options selected may increase enclosure size and change component layout. If additional features are required, call the factory for a quote on either a Pro -Line or Engineered Custom control panel system. IqF N. CODE DESCRIPTION CODE DESCRIPTION 0 1A Red beacon only / no audio 0 * 10K Anti - condensation heater (must select "0" for alarm package) F__j 11 C NEMA 1 alarm panel Q 1C Horn only / no visual 0 11 D NEMA 4X alarm panel (must select "0" for alarm package) Q 16A 10' cord in lieu of 20' 3A Alarm flasher 16B 15' cord in lieu of 20' * 4A Low level cutout 16C 30' cord in lieu of 20' select option 4D if floats included Q 16D 40' cord in lieu of 20' Q ,t 4B Red low -level indicator & alarm 17A SJE SignalMasterO / mounting strap • must select option 4A also 17B SJE SignalMasterO / externally weighted • Q 4D Redudant off float - 20 ft. Sensor Float° Q 17C Sensor Floate / internally weighted 1 6A Auxiliary alarm contact, form C 17D Sensor Float® / externally weighted A * 8A Elapsed time meter Q 17E Sensor Float° Mini / pipe clamp A 0 * 8C Event (cycle) counter 17F Sensor Float° Mini / externally weighted A 10E Lockable latch - NEMA 4X 19F Fourth float to separate alarm function from lag 10E Lockable latch - NEMA 1 19G Panel wired to accept fourth control switch 10F Lightning arrestor 19X Door mounted pump run indicators (must select circuit breaker) • Mechanically- activated A Mercury- activated AMPLL MODEL 12 2 F1 9� M C Alarm Package Enclosure Rating Starting Device Pump Full Load Amps Pump Disconnect Float Switch Application Options: Elapsed time meter, event (cycle) counter ©SJE- Rhombus PrintedinUSA 06 /00 Cat Page PN 1009182C 100 101 102 103 104 105 106 1,07 108 1o9 1l0 111 lit 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 13o 131 i3? 133 134 135 136 137 138 IJ9 140 120/208 //240 VAC PUMP INC06ING POWER T T \N T L T \N I I I THE USE OF SEPARATE I I I I POWER SOURCES FOR PUMP AND ALARM TES3 , z s 4 ARE RECOMMENDED M16 L2 L1 �I i —� N M16 F 5 L2 L1�1 AH154 c: .rznl -z 106 irl FM- WING CONTAINS PROPIEIARY INFORMATION AND IT /"7_, — - — — — — —.D OR REPRODUCED OR ITS CONTENTS DISCLOSED IN l 11 I1 }. �i�e n )T /J y f%�� IN PART, WITHOUT PR*R WRITTEN CONSENT ZJ /"A /� �/�U�om ONTROIt CNKD BY DATE APPD BY DATE PRO.ECT NO OUOTE NO REV. RMS 7/16/99 MRO 7/16/99 1008809 N/A DEM P/N PAGE SCA:E 1 W SIZE I TITLE N/A 1 of 1 NONE ! D I I IT RH VHFU lCFF ARn,'l 2 FOUR FLOAT OPERATION LT, 56 II - -- - - - - - - - - - - - Rx2 25 WATT MAX NO JUMPER WIRE CONNECTED TB, FT 44441 Q Q4 10 F T- -T -T I I I I T- - M,6o Al A2 ? 120VAC I I �� U B J ALARM ALARM/CONTROL w�B Moron CONTACTOR INCOMING EA LAC w6 I POWER VV LEAD STOP TORQUE T0: 9 IN —LB OPTIONAL — WIRE DIFFERENTIAL PUMP SV )(ALARM) M165 AND (910 IF SEP[ Al A2 — — — — — — — — — — — — — MOTOR CONTACTOR I T GND 1 LUG T63 — - TORQUE TO: ' S 45 IN —LB � 5 AMP RATED Aux. rnNrACrs I u L F` 120/ I U TB2:1 T82.2 82 3 PLV INCOI —T NO C N.0 — — — — — I NO FIELD CONNFCTIGN � J BRANCH CIRCUIT PROTECTION, OVERLOAD PROTECTION AND MAIN DISCONNECT PROVIDED BY OTHERS I AND MUST BE SIZED ACCORDING TO PUMP /MOTOR MANUFACTURING SPECIFICATIONS. AL I MODLL NU -YBEER ORDFRLD TEMPERATURE RATING OF FIELD INSTALLED CONDUCT( (60 DEC. C.). TERMINAL STRIPS AND GROUND LUG U` 1 `) 1 W 1 2 O H I CONNECT GROUND LUG IN PANEL TO A SECURE EARL 1 �J j 1 DASHED LINES REPRESENT FIELD WIRING c: .rznl -z 106 irl FM- WING CONTAINS PROPIEIARY INFORMATION AND IT /"7_, — - — — — — —.D OR REPRODUCED OR ITS CONTENTS DISCLOSED IN l 11 I1 }. �i�e n )T /J y f%�� IN PART, WITHOUT PR*R WRITTEN CONSENT ZJ /"A /� �/�U�om ONTROIt CNKD BY DATE APPD BY DATE PRO.ECT NO OUOTE NO REV. RMS 7/16/99 MRO 7/16/99 1008809 N/A DEM P/N PAGE SCA:E 1 W SIZE I TITLE N/A 1 of 1 NONE ! D I I IT RH VHFU lCFF ARn,'l CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM (CONTRACTOR) cc L N PA) N ktI2 An,W TO (DESIGNER) c. -T 0 f- EIQ C :_ v N , - CONTRACT FOR: (CONTRACT TITLE) My o N L t ►-ir `b eA-c -t-{ SSW eA_ V M� THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM NO. (A) (USE SEPARATE FORM FOR EACH SPEC. SECTION) (B) A/E RECOMMEND (C ) CITY ACTION (D) VutAf-5 . -RACT SPECIFICATIONS REQUIRE FACTORY INSPECTION YES NO NEW SUBMITTAL RESUBMITTAL SIGNATURE PART II - FAR DESIGNER USE FROM (DESIGNER) v F `,N c_► N TO ri . ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMME NDA7 ION IS MADE AS NOTED ABOVE. (See Column'" -) COMMENTS: M fA f iN l✓2 IAr ' T► I--E C�v c -1 M i S SIGNATURE DATE C) ART III - FOR CITY USE FROM TO (CONTRACTOR) ENCLOSURES RETURNED. APPROVAL O I PROVAL NDICATED ABOVE. (See Column `D ") ACT ION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for each item in Column D, Section 1, above) A. - APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER 70 ATTACHED SHEET. RE.SUBMISSIONREOUIRED. B. - APPROVED, EXCEPT AS NOTED D. - Wt RRESPONDENCE. ON DRAWINGS. RESUBMISSION N07 REQUIRED. E. - DISAPPROVED. SEE ATTACHED SHEET NOTE: Approval f item does not relieve the contractor from complying with all the requirement` of the contract plans and specifications. SIGNATU E. DATE m161 9E Gil 4 �)k Shop Drawing Review Letter Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www.KennedvJenks.com TO: Falcon General Engineering DATE: 8 November 2005 572 Collyn Street SERIAL NO.: Vista, CA 92083 SPEC. REF.: 11304 PROJECT: Moonlight Beach Pump Station Rehabilitation K/J JOB No.: 0487115 ATTENTION: David Pitts SUBMITTAL No.: 048 -02 PAGE: 1 of 1 Sump Pumps A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit K/J Refer to Item Action Comment Manufacturer or Supplier Title of Submittal/ Drawing 1 A &R 1 through 5 Barnes Sump pumps Comment(s): 1. Impeller shall be thermoplastic non -clog type; submittal has cast iron impeller. 2. All fasteners exposed to the pumped liquid shall be stainless steel; not specified in submittal. 3. All power chords shall be water resistant LIL approved with double insulation and properly sized for the load; not specified in submittal. 4. Provide run status and pump fail outputs to the PLC. The high level alarm signal can be used for the pump "Fail" Signal. 5. Incorrect specification section on submittal front page, please correct on the resubmittal and in the Operation and Maintenance Manual. B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SDRL ENCL. Contractor Falcon General Eng. 1 1 Owner Kipp Hefner (Encinitas) 1 1 File K/J SDO 1 1 File K/J SFO 1 By: Matt A. T belts pAencinitas, city \submittals \submittal review letter for 048- 02.doc [F -2 Rev. Jan'04] C O N N STREET GENERAL ENGINEERING, INC. VISTA, CA 92083 • TEL 760/630 -9570 . FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 048-02 For SECTIONS: 11201 SUMP PUMPS MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: Date: 10/19/2005 Ft- 7 y V� C O L z z Z Z o- a` Q r v d o ' cc 0, C Q Y GENERAL ENGINEERING, INC. VISTA, CA 92083 • TEL 760/630 -9570 . FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 048-02 For SECTIONS: 11201 SUMP PUMPS MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: Date: 10/19/2005 g K � C ( Z! \ ■ \\ O| ; . � M 615 Strozier Avenue El Monte, CA 91733 SUBMITTAL iA DTI W SYSTEMS, INC. el: (626) 401 -2627 Fax: (626) 442 -0839 SUBMITTAL OUTLINE Section 11304 — Sump Pumps Owner City of Encinitas Project Moonlight Beach Sewer Pump Station Rehabilitation Project Contractor Falcon General Engineering, Inc. Equipment Supplied: Two (2) - -- Barnes submersible pump model SE51A, 2" discharge, 2" solids handling, operated by % Hp, 1750RPM, 120V, 1- phase, 60Hz standard motor. Pump comes with built -in thermal overload protection, attached mechanical float with piggy -back plug, 15' long power cord, and standard factory coatings. One (1) - -- Duplex system control panel, to include: NEMA 4X fiberglass weatherproof enclosure, magnetic motor contactor, HOA switch, green pump run indicator, control and alarm power indicators, float switch terminal block, and alarm package. Four (4) - -- 20' long mercury float switches. Equipment Description: 1.Pump Manufacturer: BARNES pump. 2.Pump Type /Model: Submersible pump, model SE51A. 3.Pump motor to be % Hp, 1750RPM, 120V /601 -lz/1- phase, Class "B" All pumps are supplied with 15 feet long cable. Full load current: 4.Pump specification. Please see attached submittals. 5.Pump mechanical seal to be carbon ceramic. 6.Pump dimension drawing. Please see attached submittals. 7.Pump performance curve. Please see attached submittals. 8.Mercury float switch. Please see attached submittals. 9.Duplex system control panel. Please see attached submittals. Prepared by: Juliana Tjondro Multi W Systems, Inc. Tel: (626) 401 -2627 Fax: (626) 442 -0839 Date: 10/14/2005 insulation, oil- filled. 11.6 amps ,C 120V. BARNES Tl� www.cranepumps.com DISCHARGE .. .............................2" NPT, Female, Vertical, Bolt -on Flange LIQUID TEMPERATURE ............ 104 °F (40 °C) Continuous VOLUTE ....... ............................... Cast Iron ASTM A -48, Class 30 MOTOR HOUSING ..................... Cast Iron ASTM A -48, Class 30 SEAL PLATE ............................. Cast Iron ASTM A -48, Class 30 IMPELLER: Design ................... 2 Vane, open, with pump out vanes on back side. Dynamically balanced, ISO G6.3 Material ................. Cast Iron ASTM A -48, Class 30 SHAFT ........ ............................... 416 Stainless Steel SQUARE RINGS ......................... Buna -N HARDWARE ............................... 300 Series Stainless Steel PAINT ........... ............................... Air Dry Enamel SEAL: Design ................... Single Mechanical Material .................. Carbon /Ceramic /Buna -N Hardware -300 Series Stainless CORD ENTRY ............................. 15 ft. (5m) Cord with plug on 120 volt & .5HP, 240 volt, 1 phase. Quick connect custom molded for sealing and strain relief SPEED ......... ............................... 1750 RPM (Nominal) UPPER BEARING ....................... Single Row, Ball, Oil lubricated Load ....................... Radial LOWER BEARING ...................... Single Row, Ball, Oil lubricated Load ....................... Radial & Thrust MOTOR: Design ................... NEMA L - Single Phase, NEMA B -Three phase Torque Curve, Oil Filled, Squirrel Cage Induction Insulation ............... Class B SINGLE PHASE .......................... Permanent Split Capacitor (PSC) Includes Overload Protection in Motor THREE PHASE ........................... 200 - 240/480 is Tri- Voltage notor 600V. Requires overload Protection to be included in control panel LEVEL CONTROL ...................... "A" - Wide Angle, PVC, Mechanical, 15 ft (5m) cord with Piggy -Back Plug, N/O "AU "- Wide Angle, Polypropylene, Mechanical, N/O Integral to pump. ON and OFF Points are adjustable OPTIONAL EQUIPMENT............ Seal Material, Impeller Trims, Additional cord, Normally Closed Temperature Sensors with cord for 3 phase pumps (Requires relay in control panel), CRAN E. A Crane Co. Company PUMPS & SYSTEMS :Item # 4 Series SE -L 2" Spherical Solids Handling Manual & Automatic 7 !12", 2" & 3" Discharge Series: SE (SE51 & SE52) .51.75, 1.0HP, 1750RPM, 60Hz . i MEMBER R C Us CSA 108 UL 778 LR16567 Sample Specifications: Section 1 Page 5 DESCRIPTION: SUBMERSIBLE NON -CLOG SEWAGE PUMP DESIGNED FOR TYPICAL RAW SEWAGE APPLICATIONS USA: (937) 778 -8947 • Canada: (905) 457 -6223 • International: (937) 615 -3598 SECTION 18 PAGE 13 DATE 6/04 4 Series SE -L 2" Spherical Solids Handling Manual & Automatic 1 V2", 2" & 3" Discharge www.cranepumps.com f err # G SE51, SE52, SE -L SE51A, SE52A SE51AU, SE52AU inches 12.63 -12.63 12.63 (321) (mm) (321) 6.25 1.50 (38) (321) g.25 t.50 r�(159) (38) 6.25 I (159) 1.50 (38) (159) 4 8 24) 4.86 (124) 8 124) 9.75 9.75 9.75 (248) (248) (248) O Il 18.63 -- (473) 18.63 (4 3) _ _ 18.63 (473) 6.66 6.66 I 666 (169) (169) (169) MODEL NO PART NO HP VOLTIPH Hz RPM FULL LOCKED CORD CORD CORD INEMA (Nom) START LOAD ROTOR SIZE TYPE O.D CODE AMPS AMPS inch (mm) SE51 104871 0.5 120/1 60 1750 1 F 11.6 21.3 14/3 SJTOW 0.375 (9.5) SE51A 104872 0.5 120/1 60 1750 F 11.6 21.3 14/3 SJTOW 0.375 (9.5) SE51AU 104873 0.5 120/1 60 1750 F 11.6 21.3 14/3 SJTOW 0375 (9.5) SE52 104874 0.5 240/1 60 1750 J 5.9 14.9 14/3 SOW 0.530 (13.5) SE52AU 104875 0.5 240/1 60 1750 J 5.9 14.9 1413 SOW 0.530 (13.5) SE594L 104881 0.5 200 -240/3 60 1750 H/L 3.2/3.0 9.8/11.0 14/4 SOW 0.570 (14.5) SE544L 104882 0.5 480/3 60 1750 K 1.5 5.3 14/4 SOW 0.570 (14.5) SE554L 104883 0.5 600/3 60 1750 H 1.0 3.4 14/4 SOW 0.570 (14.5) SE774L 104884 0.75 200 -240/1 60 1750 G/K 7.4/7.0 21.5/25.8 14/3 SOW 0.530 (13.5) SE794L 104885 0.75 200 -240/3 60 1750 H/K 4.8/4.5 13.7/15.4 14/4 SOW 0.570 (14.5) SE744L 104886 0.75 480/3 60 1750 K 2.2 7.7 14/4 SOW 0.570 (14.5) SE754L 104887 0.75 600/3 60 1750 L 1.5 7.2 14/4 SOW 0.570 (14.5) SE1074L 104888 1.0 200 -240/1 60 1750 D/G 8.8/8.3 21.5/25.8 14/3 SOW 0.530 (13.5) SE1094L 104889 1.0 200 -240/3 60 1750 E/H 5.1/4.9 117/15.4 14/4 SOW 0.570 (14.5) SE1044L 104890 1.0 480/3 60 1750 H 2.4 7.7 14/4 SOW 0.570 (14.5) SE1054L 104891 1.0 600/3 60 1750 J 1.9 7.2 14/4 SOW 0.570 (14.5) Mechanical Switch on SE51A, cord 16/2, SJOW, 0.320 (8.1mm) O.D., Piggy -Back Plug Mechanical Switch on SE -AU, cord 14/2, SJOW, 0.345 (8.8mm) O.D. IMPORTANT! PUMP MAY BE OPERATED "DRY' FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND /OR SEALS. 1.) 2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS, PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE 4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES HAVING JURISDICTION THIS PUMP IS NOT INTENDED FOR USE IN WITH THE NATIONAL ELECTRIC CODE ANSI /NFPA70 AND /OR THE AUTHORITY IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE. SWIMMING POOLS, RECREATIONAL WATER PARKS. OR INSTALLATIONS SECTION 1B PAGE 14 DATE 6 /04 CRANE 0 A Crane Co. Company PUMPS & SYSTEMS USA: (937) 778 -8947 • Canada: (905) 457 -6223 • International: (937) 615 -3598 asnommommommoommmsm ':C': m MEMOS 0 So- 0 MEMO N Off STANDARD IMPELLER Pump HP Impeller Dia. ggEggg99Egggggggggg !ggg ®gEggggggg®ggggg! 0.50 5.25(133) i 0.75 5.62 (143) Il 111 IN III I I Ili g!1lggg ogi3ig Jill I gI III gligg�gg •• a e o 6-00 (152) Servic Fctr: 1.85 6.00(152) EM 041 14 �-4 7 V10487 44-1-HA444---H444+1-4--H 1. �] i U.S. GALLONS 50 100 150 200 250 300 PER MINUTE LITERS PER SECOND 2 4 6 8 10 12 14 16 18 Testing is performed with water, specific gravity 1.0 @ 68° F @ (201Q, other fluids may vary performance CRAN E PUMPS & SYSTEMS SECTION 1B PAGE 15 ATE 6/04 A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598 1 C ;a: Ke Mercury - activated, narrow -angle float switch designed to activate pump control panels and alarms. This narrow -angle sensing device is used to accurately monitor liquid levels in sewage and non - potable water applications. The Sensor Float° control switch is not sensitive to rotation and is suitable for use with intrinsically safe circuits. Contact SJE- Rhombus regarding specific intrinsically safe applications. Normally Open Model (high level) The control switch turns on (closes) when the float tips slightly above horizontal signaling a high level, and turns off (opens) when the float drops slightly below horizontal. Normally Closed Model (low level) The control switch turns on (closes) when the float drops slightly below horizontal signaling a low level, and turns off (opens) when the float tips slightly above horizontal. ■ Suitable for use with intrinsically safe circuits. ■ Not sensitive to rotation. ■ Control differential of .5 inches (1 cm) above or below horizontal. ■ UL Listed for use in non - potable water and sewage. i CSA Certified. ■ Three -year limited warranty. This switch is available: sA? LP,54245 LISTED 83N2 Hti'Gr?_ Ya�2cliG for normally open (high level) applications or normally closed (low level) applications. ■ in standard cable lengths of 10, 15, 20, or 30 feet and 3, 5, 6, or 10 meters. ■ with three mounting options that allow for flexibility in installation: Mounting Clamp: for applications where the switch can be attached to a discharge pipe or similar mounting device. Internally Weighted: for applications where the switch can be suspended from above. Externally Weighted: for applications where the switch can be suspended from above. Dern _f;� 9 CABLE: flexible 18 gauge, 2 conductor (UL,CSA) SJOW, water - resistant (CPE) jacket FLOAT: 3.38 inch diameter x 4.55 inch long (8.58 cm x 11.56 cm), high - impact, corrosion resistant, PVC housing for use in sewage and non - potable water up to 140 °F (60 °C) MAXIMUM WATER DEPTH: 30 feet (9 meters), 13 psi MERCURY TILT SWITCH: single pole, single throw, mercury-to- mercury contacts, hermetically sealed in a steel capsule and epoxy sealed in the float housing ELECTRICAL: 5 amp, 120/230 VAC, 50/60 Hz ", �E C O N T R O L S SJ EL6CTR0 SYSTEMS, INC. PO Box 1708, Detroit Lakes, MN 56502 1- 888 - DIAL -SJE • 1- 218 - 847 -1317 1- 218- 847 -4617 Fax email: sje@sjerhombus.com www.sjediombas.com Fem #8 Sensor Float® control switch installation instructions ! ELECTRICAL SHOCK HAZARD Disconnect power before installing or servicing this ! EXPLOSION OR FIRE HAZARD Do not use this product with flammable liquids. cable weight 4 inch product. A qualified service person must install and , yjt r'. Do not install in hazardous locations as defined by minimum service this product according to applicable electrical rr +t < National Electrical Code, ANSI /NFPA 70. tether length and plumbing codes. Failure to follow these precautions could result in serious injury or death. Replace product immediately if switch cable becomes damaged or severed. Keep these instructions with warranty after installation. This product must be installed in accordance with National Electric Code, ANSI /NFPA 70 so as to prevent moisture from entering or accumulating within boxes, conduit bodies, fittings, float housing, or cable. 1. Place the cord into the clamp as shown in Figure B. 2. Locate clamp at desired activation level and secure the clamp to the discharge pipe as shown in Figures A and B. Note: Do not install cord under hose clamp. 3. Tighten the hose clamp using a screwdriver. Over tightening may result in damage to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. 4. Bring cable leads back to control device and wire according to Figure C. 5. Check installation. Allow system to cycle to insure proper operation. Note: All hose clamp components are made of 18 -8 stainless steel material. See your SJE- Rhombus supplier for replacements. Figure A S.5 inch (10cm) approximate activation ether length level f.5 Inches (1 cm) above or below horizontal Figure B 7.5 inch (9 cm) tether length INTERNAL WEIGHT 1. Determine desired activation level. 2. Suspend switch 7 inches (18 cm) below desired activation level as shown in Figure D. Switch remains partially submerged during the "on" tipping action. Switch can be totally submerged and still continue to operate properly. 3. Wire cable leads directly into control device as shown in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Figure C - Wiring Diagram Figure D T � 7 inches (18 cm) approximate activation level 1. Determine desired activation level. 2. Suspend switch and cable weight at desired activation level as shown in Figure E. 3. Wire cable leads directly into control device as shown in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Cable weight is attached to switch cable at the factory. To adjust: 1. Release clip. 2. Adjust cable weight to desired position. 3. Lay switch cable in weight channel. 4. Align clip with weight channel and slide towards switch cable as shown in Figure E. 5. Snap clip snugly up to cable, moving clip to tightest possible position. Figure E to L1 pt,wer to L1 load source cable weight 4 inch white) black Figure D T � 7 inches (18 cm) approximate activation level 1. Determine desired activation level. 2. Suspend switch and cable weight at desired activation level as shown in Figure E. 3. Wire cable leads directly into control device as shown in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Cable weight is attached to switch cable at the factory. To adjust: 1. Release clip. 2. Adjust cable weight to desired position. 3. Lay switch cable in weight channel. 4. Align clip with weight channel and slide towards switch cable as shown in Figure E. 5. Snap clip snugly up to cable, moving clip to tightest possible position. Figure E adj CONTROLS SJ ELECTRO SYSTEMS, INC. 22650 County Highway 6 ■ P.O. Box 1708 ■ Detroit Lakes, Minnesota 56502 USA Instl. Instr. PN 1009646A 1 -888- DIAL -SJE (1- 888 - 342 -5753) ■ Phone: 218 - 847 -1317 N Fax: 218- 847 -4617 ©SJE- Rhombus Cat. Page PN 1009509A E -mail: sje @sjerhombus.com Printed in USA 03,00 °'-Al (—J cable weight 4 inch (10 cm) approximate activation minimum level of .5 Inches (i cm) above or tether length below horizontal adj CONTROLS SJ ELECTRO SYSTEMS, INC. 22650 County Highway 6 ■ P.O. Box 1708 ■ Detroit Lakes, Minnesota 56502 USA Instl. Instr. PN 1009646A 1 -888- DIAL -SJE (1- 888 - 342 -5753) ■ Phone: 218 - 847 -1317 N Fax: 218- 847 -4617 ©SJE- Rhombus Cat. Page PN 1009509A E -mail: sje @sjerhombus.com Printed in USA 03,00 °'-Al 1+em # q Single phase, duplex alternating pump control with override. The Model 122 control panel is designed to alternately control two 120, 208, or 240 VAC single -phase pumps in water and sewage installations. The alternating action equalizes pump wear. In addition to the alternating pump control, this system provides override control should either pump fail. If an alarm condition occurs, an alarm switch activates the audio /visual alarm system. Common applications include pump chambers, sump pump basins, irrigation systems and lift stations. Model Showi 1221 W1 14X 1. Enclosure measures 12 X 10 X 6 inches (30.48 X 25.4 X 15.24 cm). Choice of NEMA 1 (steel for indoor use), or NEMA 4X (ultraviolet stabilized thermoplastic with removable flanges for outdoor or indoor use). `Options selected may increase enclosure size and change component layout. 2. Magnetic Motor Contactor controls pump by switching hot electrical lines. 3. HOA Switches for manual pump control (mounted on circuit board). 4. Control Circuit Board provides pump control and alternation (U.S. patent 5,909,352). 5. Green pump Run Indicator Lights (mounted on circuit board). 6. Schematic/ Wiring Diagram 7. Incoming Pump Power Terminal Block / Pump Terminal Block 8. Circuit Breakers (optional) provide pump disconnect and branch circuit protection. 9. Control ON /OFF Switch (mounted on circuit board). 10. Ground Lug 11. Terminal Block Installation Label 12. Float Status Indicator Lights (mounted on circuit board). 13. Control / Alarm Power Indicator Light (mounted on circuit board). STANDARD ALARM PACKAGE (other options available) 14. Red Alarm Beacon provides 360° visual check of alarm condition. Note: NEMA 1 style utilizes a door mounted indicator in lieu of a beacon. 15. Alarm Horn provides audio warning of alarm condition (83 to 85 decibel rating). Note: NEMA 1 style utilizes an internally mounted buzzer (83 to 85 decibel) in lieu of horn. 16. Exterior Horn Test/Normal /Silence Switch allows alarm horn to be silenced and testing of horn and light to ensure proper operation of alarm system. indoor r indoor /outdoor ■ Entire control system (panel and switches) is UL Listed to meet and/or exceed industry safety standards ■ Dual safety certification for the United States and Canada ■ Standard package includes three 20' Sensor Float® control switches ■ Complete with step -by -step installation instructions ■ Three -year limited warranty C @ us LISTED AV NTRO LS SJ ELECTRO SYSTEMS, INC. PO Box 1708, Detroit Lakes, MN 56502 1- 888 - DIAL -SJE • 1- 218 - 847 -1317 1- 218- 847 -4617 Fax email: sje @sjerhombus.com www.slerhombus.com 122 i W ! 2 0 MODEL 122 ALARM PACKAGE 0 =select options or no alarm package 1 =alarm package (includes test/normal /silence switch, fuse, red light, horn & float) ENCLOSURERATING ' eI =Indoor, NEMA 1 (metal) W = Weatherproof, NEMA 4X (engineered thermoplastic) �_ [ STARTINGDEVICE �uf 1 = magnetic motor contactor 120/208/240V 9 = magnetic motor contactor 120V only PUMP FULL LOAD AMPS 0 = 0 -7 FLA 1 = 8 -15 FLA 2 = 16 -20 FLA 3 = 21 -30 FLA PUMP DISCONNECTS E44 0 =no pump disconnect = circuitbreaker FLOAT SWITCH APPLICATION H or L = pump down or pump up X = no floats OPTIONS Listed below * Options selected may increase enclosure size and change component layout. if additional features are required, call the factory for a quote on either a Pro -Line or Engineered Custom control panel system. 19 F e% A eeI"r e- Vn IVIV LCD MODEL 122 F i l I Yv l n n Alarm Package Enclosure Rating Starting Device Pump Full Load Amps Pump Disconnect Float Switch Application Options: Elapsed time meter, event (cycle) counter Item 4q ©SJE- Rhombus Printed in USA 06 /00 Cat Page PN 1009182C CODE DESCRIPTION CODE DESCRIPTION 1A Red beacon only / no audio 10K Anti - condensation heater (must select "0" for alarm package) 11 C NEMA 1 alarm panel Q 1 C Horn only / no visual 11 D NEMA 4X alarm panel (must select "0" for alarm package) 16A 10' cord in lieu of 20' 3A Alarm flasher 16B 15' cord in lieu of 20' * 4A Low level cutout Q 16C 30' cord in lieu of 20' select option 4D if floats included 16D 40' cord in lieu of 20' Q * 4B Red low -level indicator & alarm 17A SJE SignalMaster" / mounting strap • must select option 4A also 0 17B SJE SignalMaster" / externally weighted • 4D Redudant off float - 20 ft. Sensor Float`' Q 17C Sensor Float" / internally weighted A 6A Auxiliary alarm contact, form C = 17D Sensor Floater / externally weighted A * 8A Elapsed time meter 0 17E Sensor Float" Mini / pipe clamp A 0 * 8C Event (cycle) counter 17F Sensor Float" Mini / externally weighted A C] 10E Lockable latch - NEMA 4X v 19F Fourth float to separate alarm function from lag 10E Lockable latch - NEMA 1 19G Panel wired to accept fourth control switch 10F Lightning arrestor 19X Door mounted pump run indicators (must select circuit breaker) • Mechanically- activated A Mercury- activated e% A eeI"r e- Vn IVIV LCD MODEL 122 F i l I Yv l n n Alarm Package Enclosure Rating Starting Device Pump Full Load Amps Pump Disconnect Float Switch Application Options: Elapsed time meter, event (cycle) counter Item 4q ©SJE- Rhombus Printed in USA 06 /00 Cat Page PN 1009182C t a 0 0 o � z 0 o I � ❑ =I 0 U o IZ m Z �a o x I � J I ❑ 10 W m �I Mom N J a^- z I aI ze i I A a N 2 7 1 _ a x O¢ x4 O¢ -❑-- J ,l o ° m zF- — — 1- V) a -❑— — -� <W o pOZ I P,12 No , H U7 3 I �- ON ou zo I n d w w 0 0 W m z J W D O J U Q r 1 ill r-i , i CU M v U7 \D r- CO CT o CU M v U7 \D r- CO CT o CU M v U7 ID I-- CO CT o CU M v U- D I— M CT o v' V v V' V 'Q V T U7 U7 LJ-7 U7 lf7 Lf7 Lf') L!7 U7 �D .- .- -. ��D .O \2 �D � D °m I I i i r -fl I i N ❑ ("-I'' Vii'' Oli Q I I I o i o-r - -gym =� ! ❑- J I o i _° ° I I ❑-r— I ° � ! w � i w U cc D N i ao� I I Ln o 3 I' _� I I ❑-- ° �O � I 0. 0 co L�j I �Wa � oV �� I a� I N I o I �<n¢° I I Fo-� L �S �N� o� w WwQW - �¢ aa� �� Z� w N�a� I z l I �° a Z�< I I OpZO of _ o=D W (n 0 (r f— U I I— K l J v o I p CD _ CD =o0Q w I of i ! oz� zQ . �-I— — �m � � I o° oN �� I �� I I I I I w r _ z w I o Wj o- —gym a I ��¢ �Z w i � I w � N ❑ m �°,. Z� J A I of C� Z I I{.� oo I Z� J I I O I u -nQZd OZ l7J m Q C,� w W Q Z cn Ui I m I o o l J- -- -- -- -- -- -- -- -- -- -- -- -- -� o c- CLI M v to �o r cc CT o CU M n n 'D f� Cb CT o CU M c- u �D m CT o CU M 3- U7 �D f-- Co CT o 0 0 0 o O o 0 0 0 0 .--. ..-. .--, .-� .--. .-� .-� CLl (LJ (1J N (L CU CU CU CLJ M M M M M M M M M M V CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT CATALOG CUT /SHOP DRAWING TRANSMITTAL ANfl APPROVAL SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM (CONTRACTOR) L— t—N ', k tvFa'z N)L1 1 L � NO. C R� N OE125 RACT SPECIFICATIONS RE INSPECTION YES NO CM_KIAT1 ICG PART II - FROM (DESIGNER) ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMN COMMENTS: i>P12t,V SIGNATURE NEW SUBMITTAL RESUBMITTAL 'r�( (,A-eA\'ef2AL Lek IfQU -F DATE 6 / i-1 /e to code letter will be inserted for each A.'- APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWI Gg umn D, Section 1, above) E. - APPROVED, EXCEPT AS NOTED REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. ON DRAWINGS. RESUBMISSION NOT REQUIRED. D. C RRESPONDENCE. DISAPPROVED. SEE ATTACHED SH NOTE: Appro val o em does not relieve the contractor from complying with all the requirements of the contract plans and specifications. , r/ L SIGNATURE M16196 L114ie FALCON GENERAL ENGINEERING, IN 572 COLLYN STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #5� SUBMITTAL NO. 051-0 For SECTIONS: 11330 IN -LINE SEWAG GRINDERS MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By Date: 9/29/2005 e l OMOYNO Always the Right SolutionTu SUBMITTAL DATA PROGRESSING CAVITY PUMPS PROJECT: CUSTOMER: PURCHASE ORDER NUMBER: EQUIPMENT MANUFACTURER: MANUFACTURER SALES ORDER NO.: LOCAL SALES REPRESENTATIVE: M*v, Inc. 1895 W. Jefferson St. (45506) P.O. Box 960 SPringfield off 45501 Phase: 937 327 3111 Fax 937 327 3064 Encinitas, CA (Moonlight Beach Station) Falcon General Engineering 572 Collyn St. Vista, CA 92083 0501 -205 Moyno Inc. 1895 West Jefferson St. Springfield, OH 45506 1 -800- 325 -1331 (Customer Service) AS4932105 Flo- Systems, Inc. 3010 Floyd St. Burbank, CA 91504 PH: 818- 562 -5282 FAX: 818- 842 -3217 CONTACT: Cindy Turner September 26, 2005 Submittal TABLE OF CONTENTS Notes, Comments, and Clarifications Moyno, Inc. Equipment List Moyno, Inc. Nomenclature Moyno, Inc. Series 2 Service Manual Moyno, Inc. Outline Dimensional Drawing S493210500 Reliance AC Motor Transmittal and Certifications Sheets Reliance AC Motor Performance Sheets Reliance AC Motor Dimension Sheet Reliance AC Motor Connection Diagram Reliance AC Motor Thermostat Wiring Diagram Sumitomo Gear Speed Reducer Submittal Package UPI Control Panel Information Consisting of: Cover Page Table of Contents Symbols and Abbreviations Power and Control Wiring Enclosure /Backplate Layout Always the Right SolutionTM NOTES, COMMENTS, CLARIFICATIONS Contractor: Falcon General Engineering Project: Moonlight beach Sewer Pump Statioj Specification: 11330 Factory Sales Orders: AS4933105 1) Moyno, Inc is not supplying the following items, therefore there is no data in this submitt, for: a) Anchor bolts, jack screws, shims b) Pressure gauges, pressure switches, pressure sensor or isolators C) Instrumentation d) Valves e) Tools (no special tools are required to maintain or operate the pump assemblies) D Vibration or noise tests g) Video taping or video equipment h) Instrumentation field loop tests i) Testing and cleaning pipe j) Calibration tests k) Bearing temperature tests 1) Weather tight shipping or storage containers m) Warning signs 2) The Moyno grinder has cutters with 7 teeth cutter and 7 teeth cam cutter designs. The specified five tooth and eleven tooth design are not recommended for this size grinder due to inconsistent particle size on the discharge side of the grinder. The seven teeth cutter design is more consistent and efficient. Moyno will accept unit responsibility for only those items supplied by Moyno for this project. Regards, U - 4�144 Mike Galayda 9/2/05 OMOYNO Always the Right Solution TM 2. 3. Customer: Falcon General Engineerin Project Name: Encinitas, CA (Moonlight Beach Pump Statior Sales Order Number: AS493210 Quantity: Page 1 of Equipment List Pump ID: Grinders GR -1, GR -2, and GR -3 Moyno Annihilator Model: M12F2 CE7R7R Max. Capacity: Normal Operating Capacity: 2500 GPM 250TY 1530 GPM Main Housing: Inlet: Ductile Iron Outlet: 12" 150 lb. ANSI Flange Pressure Drop: 12" 150 lb. ANSI Flange 1750 1.2 PSI Cutting Chamber Height: 24" Cutting Chamber Width: 14.62" Cutters and Spacers: Design: Material: 7 -Tooth Reversible, 7 -Tooth Reversible Shafts: AISI 4130 steel, R(C )45 -50 Quantity: 2 Material: Size: AISI 4140 Bearings: 2" Hex Type: Lubrication: Ball, Conrad type Shaft Seals: Grease Type: Materials: Single Mechanical Silicon carbide faces, SS cartridge Reliance Submersible AC Motor HP: Frame: 10 Phase /Hertz: 250TY Voltage: 3/60 Service Factor: 460 RPM: 1.0 Enclosure: 1750 Thermal Protection: TNV and TEXP Other: 2 N/C Thermostats Vertical Mounting, Explosion Proof, Division 1, Class 1, Groups C & D, Temperature Code T3C, Suitable for Running Continuously in Air (Non- Submerged) Cable Length 50 Ft. Sumitomo Reducer Model: Ratio: CVVJ- 6170Y -43 Output: 43:1 40 RPM SMOYNO Always the Right Solution ^' Customer: Falcon General Engineerin Project Name: Encinitas, CA (Moonlight Beach Pump Station Sales Order Number: AS493210 Quantity:: Page 2 of Equipment List Pump ID: Grinders GR -1, GR -2, and GR -3 4• Control Panel Brand: HP: Enclosure: Input Power Required: Features: Fault Indication: UPI 10 Nema 4X, FRP 3 -60 -460 Through -Door Disconnect Circuit Breaker IEC Overload Protection High Temperature in Motor Stator Moisture in Motor Seal d c � o° N ® L- 0 O c .0 >, O z O o C O .. 07 la t0 Cl) aa �G o t x 0 � SERVICE MANUAL MOYNO@ AnnihilatorTM Series 2 AS4932105 M12F2 CE7R7R Always the Right SolutionTM Table of Contents 1 -1. INTRODUCTION ........................................................ 1 -2. GENERAL .............................. ............................... 1 -3. NAMEPLATE DATA ............................................. ....................... 1-4. Model Number .................. ............................... 1 1 -5. Frame Designation ....................................................................... 1 -6. Trim Code ................... ..............................1 ............................... 1 -7. Equipment Description .................................................................. 1 -8. Grinder Unit .................................................................................. ..............................2 1 -9. Motor ................ ..............................2 ............................... 1 -10. Reducer ........................................................................................ 2 2 -1. INSTALLATION ..................................................................................................... ..............................2 2 -2. GENERAL ........................... ..............................2 ............................... 2 -3. Piping .................... ........................................................... 2 2-4. Foundation ................... ............................... 2 2 -5. Motor Controls ......................................................................................... 3 -1. OPERATION ..............................2 3 -2. INITIAL CHECK / START- UP .................................................................... 3 4.1. MAINTENANCE ..............................3 4 -2. LUBRICATION ............. ............................... 3 4 -3. Motor Bearings ............................................................................... ............... ............................... 4 -4. Gear Reducer .................................. ..............................3 4 -5. Cartridge Assembly ........................................................................ ............................... 3 4 -6. DISASSEMBLY ..................................................................................... ..............................3 4 -7. Disconnect Grinder ....................................................................... ..............................3 4 -8. Cutter Cartridge Replacement ..............................3 ...................................... 4 -9. Motor Removal ...................... ............................... 4 4 -10. Gear Reducer Removal ............................................... 4 4 -11. Cartridge Disassembly y .................................................................. ............................... " " """""4 4 -12. INSPECTION ......................................................................................... ..............................4 4 -13. ASSEMBLY ................. ..............................4 ............................... 4 -14. Bearing / Seal Cartridge Assembly 4 -15. Cartridge Assembly ........ ............................... ............................................... ..............................5 4 -16. Reducer /Motor Assembly ............................................................. 4 -17. Torque Guidelines Chart .............................................................. ..............................6 4 -18. STORAGE ........................... ..............................6 ............................... 4 -19. Short-Term Storage ........................... ......................... ..............................6 4 -20. Long -Term Storage ............................... 6 4 -21. Recommended Spare Parts ............................ 4 -22. PARTS LIST ......................... 7 ....................... Exploded View ............................................................ ............................... 8 ............................... OMOYNO Section: MOYNO® Annihilator's Page: 1 Always the Right Solution- Date: October 2004 SERVICE MANUAL Moyno° Annihilator TM Series 2 1 -1. INTRODUCTION 1 -2. GENERAL The Moyno® Annihilator, twin shaft grinder, is a rugged and reliable grinder designed to efficiently reduce the size of large solids typically encountered in raw wastewater, primary thickened sludge, digested sludge, slaughterhouse waste, to and pulp and paper recycling. The grinder has been tested assure consistent performance in the most difficult of applications. It represents the next generation of the world's most reliable grinder. The Moyno® twin Annihilator utilizes an improved version of the counter- rotating shaft design that has proven to be a reliable method of shredding large solids (pieces of wood, plastic bottles, cloth towels and rags, and aluminum cans, etc.) into smaller pieces. The slow rotating shafts are ideal for shredding solids that are large and dense. By utilizing a slow speed gear motor, the cutters have high torque capability and low impact while severing debris. The Moyno Annihilator is designed with cutting teeth on both the cutters and spacer cutters which increases the cutting capability of rags over other twin shaft grinders and eliminates the greatest cause of failure — that of stringy material wrapping around the spacers. The Moyno Annihilator product line is modular in concept allowing for optimal utilization of cutters for channel or in -line units to meet the requirements of the application. The cutter cartridge assembly allows for the removal and replacement of the entire cutting assembly as a single unit. The cutter cartridges consist of a top and bottom housing, side rails, bearing /seal cartridges, hex shafts, cutters, and spacer cutters (Figure 1 -1.). Figure 1 -1. Cutter cartridge. The complete Annihilator unit consists of the cutter cart assembly, reducer adapter, gearbox, motor, and fl housings on in -line units (Figure 1 -2). Figure 1 -2. Complete unit. 1 -3. NAMEPLATE DATA The grinder nameplate, located on the top housing, conta important information relating to the operation and servic of the grinder. This information includes the model and se numbers (see Figure 1 -3.). The grinder model number m be used for reference when ordering a replacement cartrid or spare parts. Model: M12F2 CE7R7R MFG Serial: ASXXXXXX Date: 10/04 Figure 1 -3. Typical nameplate data 1-4. Model Number. The grinder model number consists two component parts: Frame Designation and a Trim Cod A typical model number, for example, might be M12F CE7R7R as shown on the nameplate in Figure 1 -3. 1 -5. Frame Designation. The five characters in the fram designation describe the particular combination i construction and cutter height. The first character in the frame designation, always a lette indicates the construction as either a complete unit (M) E Page 2 The second and third characters, always numbers, indicate either the flange size or cutter stack height. The fourth character is a letter indicating whether it's a flange unit (F) ert If the fourth character indicates a flange unit, the second and third characters indicate the flange size in inches. If the fourth character indicates a channel unit, the second and third characters indicate the cutter stack height. The fifth character indicates the series of the unit: — Series 2 -- 2' /z" hex shaft SeFi 1 -6. Trim Code. Also included in the Model Number is the six character Trim Code which is used to identify grinder construction. The first letter identifies the materials of construction — >C -- Cast iron, ductile iron, and alloy steel 9 — Stain'ess -stee} X - 9ryesial The second letter identifies the type of drive utilized —� E -- Electric motor and gear box 13e6 a! The third and fourth characters identify the type of cutters on the drive shaft: — >7R — 7 tooth reversible ;EG ate 11 G 4 4 99# 6_e ii The fifth and sixth characters identify the type of cutters on the idler shaft: — >7R — 7 tooth reversible ;G ;Z If the trim code of your grinder is other than the variations listed above contact your nearest Moyno representative for clarification. Do not modify your grinder with any variations unless you have determined that it is compatible with your application. 1 -7 EQUIPMENT DESCRIPTION 1 -8. Grinder Unit. The Moyno Annihilator is a motor driven, double shaft design stacked with intermeshing cutters and spacer cutters positioned on the shafts. The shafts are constructed of a hexagonal, 4140 steel and counter - rotate at 43 and 26 RPM. The shafts contain intermeshing cutters and spacer cutters. The Moyno Annihilator Series 2 product line, consist of three channel models with 18, 24 or 32 inch high cutting chamber, and three flanged, in -line models: 12, 16 or 18 inch flanged. 1 -9. Motor. Each Moyno Annihilator is equipped with a motor: • TC&` F Explosion proof design • 10 HP • 1725 RPM, 3/60�2W/460V • Baidef Moyno choice 1 -10. Reducer. Each Moyno Annihilator is equipped i cycloidal speed reducer: • 40:1 ratio • 43 RPM output • Sumitomo or Moyno choice • Model 6170Y... 10 HP Note: See manufacturer's service manuals for details. 2 -1. INSTALLATION 2 -2. GENERAL Moyno Annihilators are lubricated and tested at the fa prior to shipment and require minimum pre -start maintenance. Accessibility to the grinder and adequate clearance sh be a prime consideration in any installation. Enough sl should surround the unit so that maintenance can be ca . out with ease. 2 -3. Piping. For in -line flanged units, piping should gene be the same size as the flange and supported, not appl vertical or horizontal forces to the grinder flanges. Be to mount the unit in the piping in the proper f direction. Check the flow direction arrow on the grind 2-4. FOUNDATION Flanged units should be mounted on a concrete base. base should be 4 -8 inches wider then the Grinder base. Anchor bolts are not required to attach the grinder to the concrete base. Check the base surface with a carpenter's level and sl under the grinder at the places necessary to make the t level. Care should be exercised to ensure the grins flanges are mounted in line and without piping strain. Channel units should be mounted in a suitable framework support. 2 -5. Motor Controls. To protect the Moyno Annihilator frc Potential damage, all Grinder units should be wired to Moyno control panel. In the event an unusually diffic material engage the cutting chamber, the automatic controll senses the overload and reverses the rotation of the cutte to clear the object. The controller then returns the Grinder the forward direction of rotation. It is highly recommend( that this type of overload protection be provided for grinders to prevent damage to the unit. Caution: • Cutters and spacer cutters are very sharp. Kee personnel clear of cutting chamber. • Do not lift heavy equipment over the head c personnel. Electrical hazard ... Be sure power is off and locke out. 3 -1. OPERATION 3 -2. INITIAL CHECK I START -UP CHECKLIST Before putting the grinder into operation, the following items should be checked to ensure that each piece of equipment is installed correctly: • Recheck for proper line voltage connections at the control panel and control transformer. Check the transformer for continuity. • Set the programmed controller (inside the door of the Annihilator control panel) to the number of attempts desired to clear jams or overloads before automatic shutdown. The programmed controller is normally set at 3 reversals when shipped from the factory. • Energize the incoming power lines by closing the disconnect device. The amber light [ "POWER ON"] illuminates, indicating power is available to the control circuitry. • Turn the Selector Switch to the "LOCAL" position. Depress the "Start" pushbutton. The blue light [ "GRINDER ENABLED "] will illuminate to indicate that the control circuits are energized and the green light [ "GRINDER RUNNING "] will illuminate indicating the drive motor should be operating. • Check the direction of cutter rotation. Reversible cutters denoted as 5R or 7R, can operate in either direction of rotation. The cutters should rotate with the teeth rotating inward, towards one another on the inlet side of the flow. If the motor is rotating in the reverse direction, disconnect the power to the control panel. CAUTION: Usin i a volt meter double -check that the incoming power lines L1 L2 and L3 as well as the motor lines T1 T2 and T3 in the control anel al! indicate that the Dower is OFF Interchange any two of the motor leads in the control panel at Terminal Blocks T1, T2, or T3. Do not change the connections at the contactors. Repeat Steps 3, 4, and 5, above. However, cam cutters denoted as 7C or 11C, can only operate in one direction of rotation. The cutters should also rotate with the teeth rotating inward, towards one another on the inlet side of the flow. With cam cutters you must first install the unit in the piping in the correct flow orientation. Interchange motor leads if the cutter direction is wrong. • To test the reversing function of the programmed controller, it is not necessary to attempt to physically jam the grinder. Simply depress the "Test" button on the controller inside the door of the panel. Each activation of the "Test" pushbutton will initiate a reversal of the grinder. FLOW D4C Figure 3 -1. Cutters rotating inward. 4 -1. MAINTENANCE Note: In this section, a number or a letter in parentheses follow the first reference to each grinder part ( ). TI numbers and letters are those used to identify the grit parts and hardware items in the section view diagram. 4 -2. LUBRICATION 4 -3. Motor Bearings. The motor bearings are lubricate the factory and will need to be re- lubricated after 12, hours of operation. See your motor maintenance manua details. 4-4. Gear Reducer. The gear reducer is filled with greasy the factory and will require re- lubrication every 3 -5 yep See your reducer maintenance manual for details. 4 -5. Cartridge Assembly. The grinder top housing is I full of ACG -2 grease prior to shipment and is ready operation. The top housing contains two gears that o need to be re- lubricated when the assembly is be repaired. You can re- lubricate the housing via the pressi release grease fitting (35). The pressure release grey fitting is pre -set at 10 psi. At pressures greater than 10 F the grease will be observed exiting the grease fitting via t bypass. This feature prevents over packing the bearings w grease and is available through Alamite. The bottom bearing housing is sealed and gasketed a requires no lubrication. List of Lubricants or Ec Motor Bearings I See Gear Reducer Top Housing 4 -6. DISASSEMBLY Note: The following instructions cover grinder disassembly. 4 -7. Disconnect Grinder I. Flush the grinder (preferably with clean water) to remove all debris from the unit. 2. Shut off grinder. Page 4 3. Close suction and discharge valves. 4. Disconnect power source. Caution: Electrical hazard ... Be sure power is off and locked out. 5. Drain any fluid in grinder. 4 -8. Cutter Cartridge Replacement Note: The following instructions cover the removal of the motor and gear reducer as an assembly to facilitate replacement of the grinding cartridge. 1. Secure the motor /reducer with a nylon sling and support with a hoist. 2. Remove cap screws connecting the reducer adapter (42) to the housing adapter (9). Remove the reducer adapter, reducer, and motor by lifting up with the hoist. Be careful not to allow the assembly to tip over. 3. Loosen the jaw coupling (43) set screw and remove the coupling half and key from the drive shaft (7). 4. Flanged Models .... M12F2, RA�7 d U a. Remove the bolts and lock washers that connect the flange housings (41) to the inlet and outlet flanges of the pipe. b. Remove the cutter cartridge / flange housing assembly from the piping. C. Remove the cap screws and lock washers connecting the flange housings to the cutter cartridge. Remove the gaskets (40). 5. Remove and replace the cutter cartridge with a new or rebuilt cartridge from an Authorized Moyno Representative. 4 -9. Motor Removal The grinder may remain in line during motor removal and replacement. Open and tag power disconnect in the control panel. Disconnect and tag motor leads in the motor conduit box. Remove the bolts connecting the motor (45) to the gear reducer (44). Some gentle prying may be necessary to remove the motor from the reducer. Remove the key from the motor drive shaft. 4 -10. Gear Reducer Removal 1. Remove the bolts connecting the gear reducer to the reducer adapter (42). Pry the gear reducer off the reducer adapter. 2. Loosen the jaw coupling (43) set screw and remove the coupling and key from the reducer shaft. 3. Remove cap screws connecting the reducer adapter (42) to the housing adapter (9). Remove the reducer adapter. 4 -11. Cartridge Disassembly 1. Remove the socket head screws connecting the b cover (5) to the bottom housing (2) and remov cover and gasket (3). 2. While holding the jaw coupling on the drive , remove both castle nuts (16) and washers (15) fror drive and idler shafts. 3. Loosen the jaw coupling (43) set screw and remov, coupling and key from the drive shaft (7). 4. Remove the socket head screws connecting the hOL adapter to the top housing (2). Remove the gaske and clean grease from the top housing. 5. Remove the retaining rings (31) from both the c shafts (7) and idler shaft (6). 6. Remove both gears (12, 13) and keys (30) from shafts. 7. Remove the hex screws connecting the side rails (4 the top and bottom housings. Remove both side r and gaskets (37). 8. Remove the top housing. Clean any remaining grey from all cavities. 9. Remove the butt screws and washers holding t bearing / seal cartridge in the top housing. Gently pre both cartridges out of their bores and remove the h spacers (32). 10. Remove the excluder plates (19), cutters (10), a spacer cutters (11) from both shafts. Be caret removing the cutters and spacer cutters becau, they are very sharp. 11. Pull both shafts from the bottom housing. Remove ti excluder plates. 12. Remove the butt screws and washers holding tf bearing / seal cartridge in the bottom housing and preE the bearing / seal cartridges out of the housing. 13. Clean all parts in a suitable cleaning solvent bein careful to observe all safety precautions regarding th use of solvent. 4 -12. Inspection 1. Inspect all parts for wear and corrosion. Replace and parts that worn. 2. Replace all seals, bearings, O- rings, and gaskets. 4 -13. Assembly The Moyno Annihilator is generally reassembled in the reverse order of dismantling. During the assembly process, cleanliness is important. To avoid premature failure, bearings, and seal components must be handled with care and kept clean. 4 -14. Bearing / Seal Cartridge Assembly The bearing / seal cartridge can be purchased from Moyno as a complete unit with no assembly required (See the parts list for part numbers). All the individual components that make -up the assembly can also be purchased. If components are purchased separately, follow the instruction below for assembly. 1. Carefully push the rotating portion of the mechanical seal (18), spring end first, onto the sleeve (17). Be careful not to damage the rubber bellows as you slide it over the step on the sleeve. 2. Place the stationary portion of the seal (19) on top of the rotating face. Place the O -ring (23) in the OD of the stationary seal portion. 3. Place the ball bearing (20) on top of the stationary and push the entire assembly down on the sleeve until the retaining ring groove can be seen. 4. Install the retaining ring (21) on the sleeve. Install the O -ring (24) in the ID of the sleeve. 5. Repeat this procedure until all four bearing / seal cartridges have been assembled. 4 -15. Cartridge Assembly 1. Place the bottom housing (2) upside down on the work bench and gently push two bearing / seal cartridges (seal end first) into the bores. The ball bearing should be facing you. 2. Secure each cartridge with two butt screw and washers (38, 39). 3. Turn the bottom housing so that it rests on it's side. Place two excluder plates (14) into position on the top side of the housing. 4. Push the lower end of both the drive and idler shafts through the holes in the bearing / seal cartridge in the bottom housing. Be careful not to damage the mechanical seals. 5. Place the flat washer and castle nut on the end of each shaft. Tighten castle nuts approximately 3/, of the way, leaving them loose at this point. The castle nuts are the prevailing torque type and will have resistance the entire way up the thread. It will be necessary to hold the shafts while you install the nuts. 6. Turn the bottom housing / shaft assembly up on the bench. Align both shafts so that the point of the hex is facing toward you and perpendicular to the long edge of the bottom housing. It does not matter which side the drive or idler shaft is on; right or left. 7. Note that each cutter and spacer cutter has only 1 of the 5 cutting teeth radially in line with one point of the hex ID hole. This tooth is denoted as the Assembly Position (AP). 8. The hex shaft on your left is denoted Shaft 1, and the one on the right is Shaft 2. 9. Place a large (L) cutter on Shaft 1 with the AP posit at Point 6 on the shaft (See figure 4 -1.). Place a (S) spacer cutter on Shaft 2 with the AP position Point 3. 3 3 2 y Shaft 1 SShaft2 s � � 6 6 Figure 4 -1 10. Place a small (S) spacer cutter on Shaft 1 with the Positioned at Point 3, then place a large' (L) cutte Shaft 2 with the AP positioned at Point 6. Follow the pattern below until all cutters and sp; cutters have been installed. Cutters and spacer cutters are very sharp. Be car handling them. F Repeat Star Cutter and Spacer Stacking Arrangement L = Large Cutter S = Spacer Cutter 11. Place an excluder plate over the top of each shaft Clow on top of the last cutter and spacer cutter. 12. Place the top housing (2) upside down on the wor bench and place the spacer (32) inside each bore Gently push two bearing / seal cartridges (seal end first into the bores. The ball bearing should be facing ul towards you. 13. Secure each cartridge with two butt screw and washer; (38, 39). 14. Gently lower the top housing down over the ends 01 each shaft being careful not to damage the mechanical seals. 15. Place a side rail gasket (37) against one side of the bottom housing and attached the side rail (4) with two cap screws and washers (28). Leave the screws loose at this point. Page 6 16. Slide another side rail gasket between the top housing and side rail at the top and secure with two more cap screws. Repeat this process on the other side and tighten all eight screws evenly. 17. Place a key (30) in the drive shaft and slide the small OD gear (13) down over the key. Install the retaining ring (31) in its groove above the gear. 18. Place a key (30) in the idler shaft and slide the large OD gear (12) down over the key. You may have to turn the shaft slightly to get the gear teeth to line up. Install the retaining ring (31) in its groove above the gear. 19. Carefully lay the unit down on its side. Before you completely tighten the two castle nuts in the bottom housing, it will be necessary to hold the drive shaft to prevent it from turning. You can either hold the shaft by temporarily mounting the coupling half (43) or by carefully wedging a small piece of soft metal between the teeth of the two gears. After you have secured the shafts, tighten both castle nuts. 20. Place the housing gasket (3) and bottom cover (5) against the bottom housing and secure them with six socket head cap screws (33). 21. Carefully turn the unit upright. With a hammer, tap the two spring dowels (8) into the two counter bored holes in the top housing. 22. Wipe a liberal amount of ACG -2 grease on and around each gear and fill the top housing approximately half full of grease. 23. Press the lip seal (25) into the housing adapter (9) with the spring side down. 24. Place the housing gasket (3) on the top housing and carefully slide the housing adapter over the drive shaft and down on the gasket. Secure the housing adapter with two socket head screws, two hex head screws and four washers. The two socket head screws go in the middle of the housing. The two hex head screw go in the two holes on the idler shaft side of the housing. 25. Install the grease fitting (26) in the housing adapter. 26. For Models .... M12F2, M16F2, and M18F2 I. Place the gasket (40) against one side of the cartridge body and place a flange housing (41) against the gasket. Secure the flange with the screws and washer (57). Place the gasket (52) and inspection plate (53) against the flange housing and secure with studs, washers, and nuts (54, 56) 2. Repeat the above procedure on the other side with the second flange housing. 4 -16. Reducer/ Motor Assembly 1. Slide the key (29) and coupling half (43) down on the drive shaft and secure in place with the set screw. The root of the coupling teeth should be lined up with the end of the shaft. 2. Place the O -ring (46) in the groove in the he adapter and place the drive adapter (42) on the he adapter. Secure the drive adapter with four hex screws and washers. The two longer screws threa the top housing along the outside and the two sl screws thread into the housing adapter. 3. Slide the key (29) and coupling half (43) on the re shaft and secure in place with the set screw. 4. Lower the gear reducer (44) onto the drive ad carefully aligning the coupling halves. Align the ho . the flanges and install and tighten the six hex so washers and nuts (49). 5. Place the key in the reducer shaft and lower the r (45) down onto the reducer while aligning the key keyway. Attach the motor to the reducer with four screws and washers. 4 -17. TORQUE GUIDELINES CHART stainless Steel Bolts Carbon Steel Bolts Size Max Tor ue Size Max JO. 10 -24 22.8 in. lb. 5/16- 18 Torque 10 ft. lb. 1/4-2 75.2 in. lb. 348-116 21.7 ft. It 06 - 18 132 in. lb. % - 13 43.5 ft. lb 3/8 -16 236 in. lb. 5/8- 86 ft. lb. 1/2 - 13 517 in. Ib. %_10 152 ft. lb. Note: Torque values are from the Industrial Fasteners Institute and Craftsman Corp. 4 -18. STORAGE 4 -19. Short-Term Storage. Storage of 6 months or less i not damage the grinder. However, to ensure the bi possible protection, the following is advised: Store grinder inside whenever possible or cover some type of protective covering. Do not moisture to collect around the unit. 2. See OPERATION Section before startup. Be sure lubricants are in good condition. 4 -20. Long -Term Storage. If grinder is to be stored for up i three years, perform the above short-term storag procedures plus the following: I. Apply rust inhibitor to all unpainted cast iron an machined carbon steel surfaces. 2. Store in a dry area with dust cover. 3. Maximum temperature 120F, minimum temperature 30F 4. Relative humidity should not exceed 60 %. Provide desiccation for moisture control above the maximum. 5. Vibration levels should not exceed 2 mils at 60 hertz. 4 -21. Recommended Spare Parts Your Moyno Annihilator has been designed and built to minimize overall operating cost. All wearable parts are replaceable. A recommended inventory of spare parts is dependent upon the application and the importance of continued operation. a. For minimal downtime, we recommend having a replacement cartridge in your inventory. Page 8 4 -22. PARTS LIST Table 4 -1. Parts List REF. NO. DESCRIPTION PART NUMBER 4241654001 OP HOUSING 4 241655001 OUSING GASKET 01 45 01 SEE NAME PLATE IDE RAIL O -RING SEE NAME PLATE 52 E 2 q8SPRING OVER PLATE INSPECTION PLATE SEE TABLE 6 01 SEE TABLE 6 DLER SHAFT !R6160100711 E 3 RIVE SHAFT E 4 DOWEL 9 11 HOUSING ADAPTER 10 CUTTER 01 11 SPACER CUTTER SEE TABLE 5 12 GEAR 4230939001 13 GEAR 4230812001 14 EXCLUDER PLATE 4230811001 15 WA SHER 4230805001 16 CAS TLE NUT 6230070051 17 SEA L SLEEVE 6140320141 18 SHAFT SEAL 4241488001 19 SEAL INSERT 4220733001 20 BALL BEARING 4230806001 21 RETAINING RING 6300502101 23 O -RING 6011010196 24 O -RING 3207902152 25 GREASE SEAL 3207902133 26 GREASE FITTING 6030021002 30 KEY 4220692001 31 RETAINING RING 4220735001 32 SPACER 6011020175 37 SIDE RAIL GASKET 4220734001 40 FLANGE HOUSING GASKET 4230809001 41 FLANGE HOUSING SEE TABLE 6 42 DRIVE ADAPTER SEE TABLE 6 4251753001 43 COUPLING HALVES 4241654001 4 241655001 44 REDUCER 45 MOTOR SEE NAME PLATE 46 O -RING SEE NAME PLATE 52 INSPECTION PLATE GASKET 3207902269 53 INSPECTION PLATE SEE TABLE 6 SEE TABLE 6 Note A: Bearing / Seal Cartridge includes items 17, 18, 19, 20, 21, and 23. Note B: See Table 7 for gasket kits. Page 9 Table 2 (Ref. No. 4) Side Rail Model I Part Number 12 F2, "' �, = __O_' 4251416001 Table 3 (Ref. No. 6) — Idler Shaft Model Part Number N41 BG2 42444499" AA24S2-, M12F2, - p448P_2 4251420001 M22 � 24,E Table 4 (Ref. No. 7) — Drive Shaft Model Part Number M44G` M24? M12F2, Uirc a 4 25142B10A0A� 1 M2G2 4 424: 4 � F_Tz 5 (Ref. No. 10) —Cutter Style Part Number 7R, 7 Tooth Reversible 4230807001 116 4 Teeth Gem► q Page 10 Model 12F Table 6— Flange Housing Arrangement Ref. No. 41 Ref. No. 40 Ref. No. 53 Flange Housing Flange Housing Gasket I Inspection Plate 4251783001 1 424148goni I An- DnA„o, , Table 7 —Gasket Kits Model Part Number J4 1155 M12F2 K12F20Q �� 9Q Note C: Channel model gasket kits include items 3 and 37. Note D: Flanged model gasket kits include items 3, 37, 40, and 52. of. No. 52 ection Plate Gasket Note E: Mede 111 3-8 Models M24C, M12F, MUF a4d4 UF- require 52 cutters and 52 spacer cutters. Note F: Pre - assembled re lacement cutter cartrid es are available. Consult our local Mo no Representative for details m NIT TTTT 15 16 • a 33 1 © 2004 by Moyno, Inc. ® Moyno is a registered trademark of Moyno, Inc. Printed in the U.S.A. I Annihilator is a trademark of Moyno, Inc. Moyno, Inc. is a Unit of Robbins & Myers, Inc. Double The Length Of Your Moyno Pump Warranty For FREE! For your free pump warranty extension, choose from one of the three options below: 1. Go to MIvw.mavno com and fill out the registration form online 2. Mail this form by placing it in an envelope and sending it to: Moyno, Inc. 3* Fax this form to 937 - 327 -3177 Attn: Tis6 Wilson P. 0. Box 960 Springfield, OH 45501 -0960 U.S.A. 7' %?ClP7lC yOt! for choosing a Mvvno Pump. Please take the time to c©mplele this warranty reg istration form. Upon receipt of your form, your standard limited warranty on defective material and workmanship will be extended to twice the standard period of time at no additional cost to you. We appreciate your business and look forward to serving you in the future, Always IiZSist on Cipnl.I" A/inttisia 7J.."1..., .___ ___, Im . . .Moyn' Puiinp Warranty Registration . • Pump Model # Purchased From Your Name ...... ....... __ .................... _.____. Your Company Name . ___ ..................... .. Address ._�.._._._ ._.._ ............... City/State (Province)/Zip Code _,..._.... __ Phone Number E -mail Pump Serial # _ Date Purchased _..,.....___ YourTitie _._. Application for Which This Pump Was Purchased Fax Number Material _.._ _ . � Aerating Speed Flow Rate -. _ ... ,. Process Temperature Hours Operated pe per Da y .._....._.. Viscosity .... Continuous pH Value ,� _ _....._. __._ . _....._ Discharge Pressure Suction Pressure Intermittent - ° °--- --°-- --- --- -- Percent of Solids ____ Particle Size NPSH Available _ Abrasion Rating How Did You First Hear of Moyno Pumps? ❑ Advertisement 0 Postcard Q Trade Show C3 Referral Q Distributor Salesperson 0 Previous Experience With Moyno Pumps .................... ............................... P .... Thank L) Other Explain Byelaw You! ... .... . W H N W < J V w CC O O � O C` O _a OWW.~�, C W Or7 i {W{pp O O N N J W o n N N N �FVd W NO[i W W =p D� l•JOOty S 0 N r N N H Z (9 F i O F� N W 26639 -A9 P.O. Date 09/13/05 SOLD MOYNO INDUSTRIAL PRODUCTS TO A DIV OF ROBBINS & MYERS, INC PO BOX 960 SPRINGFIELD, OH 45501 Same as 'Sold To' unless shown SHIP MOYNO INDUSTRIAL PRODUCTS TO A DIV OF ROBBINS & MYERS, INC 1895 W JEFFERSON ST SPRINGFIELD, OH 45501 ISSUEDBY N. DAVIS DATA GAINESVILLE PLANT SOURCE 4349 AVERY DRIVE FLOWERY BRANCH, GA 30542 DATE 09/20/05 MOTOR Centrifugal Pump OR :�Quantltity Frame HI GEN. 250TY 10 DATA Ph/Hz/Volts- Winding Duty Enclosur 3/60/230/460 �&Method Cont in TENV Bearings Mounting of Drive Base/Rails V -1 Direct Rotation from Opp. Dr. end D -C Field Excitation Bi- directional BRAK DATA DATA FOR DATA TRANSM AND CERTIFIC) Sales Order Number Refer TO This Nun- 6927926 In All Corresponde DATA FOR APPROVAL: The associated documents requested on this orc are submitted for approval. Please reply promptly or the order could be delay 1 1 P 1 3.800 40 /F W00743- A -A005 D -C MOTOR ARMATURE CURRENT: AMPS FIELD CHARACTERISTICS PER CURVE: F1 -172, MAX AMPS F11 —F22 -- MAX AMPS F3- -F4 MAX AMPS SPCL. I Special Marks: FEAT. PO #26639 -A9, AS4932105 -5A AND MISC. Special Features: DATA. Product Category Bearing / Seals / Lubrication Hydropad Seals Inner Seal Elastomer Material Inner Seal Face Material O -Rings Outer Seal Elastomer Material Outer Seal Face Material Seal Configuration Conduit Box / Leads / Connections Cable Length (ft) Lead Configuration Documentation Certified Motor O Submersible Motors Y Viton Carbon Ceramic Viton Viton Tungsten Carbide Inner & Outer 50 Lead Assembly Rqd utline Y Doc Instruction Manual Y Doc PDF Format Y Doc Renewal Parts Y * *CONTINUED ON PAGE 2 ** Gen. D /S: 66930 -18 C Box D /S: Motor or Gen. C/D: 416820-2 Reducer or Aux. D/S Brake or Aux. D/S Blower Motor. SELECTION OF STARTER HEATE RPM I CODE: G+ RPM LOCKED AMPS: RPM F.L.CURRENTAMPS:25.2 /1 DATA TRANSM Customer P.O. Number P.O. Date AND CERTIFICA Saes Order Number Refer TO This Nun Documentation (continued) Hold for Document Approval Rqd Y Performance Data Y Standard Connection Diagram Y Accessory Connection Diagram(s): Thermostat CD 418174 -6 In Mounting / Flange SPCL. Frame Mounting Mounting Orientation Footless FEAT. Mounting Plate - DE Vertical AND Vertical Lifting Required Standard MISC. DATA. Paint / Packaging Paint Color Blue -Green Paint Color Standard Reliance Paint System Standard Reliance Paint Spec No Performance Balance Standard Rating / Enclosure Class I, Group C &D Continuous -in -Air Motors Yes Design Letter B Division Efficiency Divl Final Connect Voltage Std 460 Motor Standard Poles NEMA Product 4 Submersible Configuration Type TEXP Configured Temp Code T3C Shaft / Coupling Special Shaft Type Standard Temperature Detection Winding Thermostat Contacts Winding Thermostat Normally Closed Qt Y 2 Total In REL. RPM TORQUE TORQUE S.O. FRAME HP TYPE AMPERES PHASE/ HERTZ RPM VOLT S6927926 250TY 10 p 3/60 1765 230/46 AMPS DUTY AMB °C/ INSUL. S.F. �� DESIGN CODE LETTER ENCL 25.2/12.6 CONT IN 40 /F 1 360 B G TEXP E/S ROTOR TEST S.O. TEST DATE STATOR RES. @2! OHMS (BETWEEN LID 424549 418138 -34 -KE ___ 272 81.0 44.3 FULL LOAD "' .194/.776 1764 100 PERFORMANCE 12.6 AMPERES SHOWN FOR 460• VOLT LOAD HP AMPERES RPM THE % % POWER FACTOR EFFICIENT NO LOAD 0 4.2 W00743- A -A005/ 1800 APP. BY 22.1 0 1/4 2.50 5.5 1790 �T, 60.3 70.8 2/4 5.00 7.5 1782 76.6 81.6 3/4 7.51 9.9 1773 83.3 85.3 4/4 10.0 12.6 1764 86.0 86.7 5/4 12.5 15.5 1754 86.8 87.0 SPEED TORQUE Printed on 9/20/05 17.07 0 rgg RPM TORQUE TORQUE % FULL LOAD LB. -FT. AMPERES LOCKED ROTOR 0 zaa 66.0 77,8 PULL UP 360 202 60.0 72.3 BREAKDOWN 1622 272 81.0 44.3 FULL LOAD 1764 100 29.8 12.6 AMPERES SHOWN FOR 460• VOLT CONNECTION. IF OTHER VOLTAGE CONNECTIONS ARE AVAILABLE, AMPERES WILL VARY INVERSELY WITH THE RATED VOLTAGE THE REMARKS1 TYPICAL DATA Rockwell DR. BY CR. SY x. BYE 8. WILLZAl18 A -C MOTOR W00743- A -A005/ Automation APP. BY :D- N. BYBD PERFORMANCE 56927926 �T, 20/0s DATA ISSUE DATE 09/20/05 Printed on 9/20/05 17.07 0 rgg REL S.O. S6927926 FRANZ 250TY RP 10 TYPE P PHASE /HERTZ 3/60 g RPM 1765 S. F. 1 ROTOR 418138 -34 -KE VOLTS 230 /460 NEMA DESIGN $ TEST S.O. TYPICAL DATA AMPS 25.2/12.6 CODE LETTER G TEST DATE - -- DUTY CUNT IN ENCLOSURE TEXP STATOR RES.@ 25 %' ANB `C /INSUL 40 /F E/a 194/.776 424549 OHMS (BETWEEN LINES) ti 11 o .F1 a o 00 > z 00 A 3 a t y o p w a W O o? v N_ O k o N 2 O N r O p 0 2 4 6 8 10 12 14 16 18 20 22 ° No HORSEPOWER a 2 a O o z � H cy ¢ � o o p � i 0 200 ZEEII!L 1600 18SP AMPERES SHOWN FOR 460 CONNECTION, IF OTHER VOLTAGE CONNECTIONS ARE AVAILABLE, THE AMPERES WILL VARY INVERSELY WITH THE RATED VOLTAGE. ROCe11 Automation DR. BY D. M. BYRD CE. BY T. S. WILLIAMS APP. BY D. M. BYRD DATE 09/20/05 A -C MOTOR W00743- A -A005/ PERFORMANCE 56927926 CURVES sssDE DATE 09 /20/05 Printed cn 9/20/05 17,07 0 rQq CODE W DUTY MASTER ALTERNATING CURRENT MOTORS SQUIRREL -CAGE INDUCTION ENCLOSURE: TOTALLY ENCLOSED SUBMERSIBLE A FRAMES 210TY THRU 320TY I 'X' EXTERNAL PIPE THD, SIDE VIEW OF LIFTING LUG C- rB LEAD WIRE LENGTH SEE NOTE (5) i T L I (7) AG I C i BBAL I W BE BB � U AK BD AJ g n -.y _� b 'XR' TAP DEEP(4) U L BD(2) 15.250 BE .73 P - T U(3) V an-ca W AG acL AH JHLLI AJ 2 FOR AK (6) MILLIMETERS. AL TH EFRAME MCL 11.30 12.75 2,23 3.50 1.4380 2.00 .23 30.12 1.36 14.12 13.123 12.00 .88 1.30 1.73 88.69 3/4 -10 15.75 4.25 1.750 2.500 3.31 3.19 .25 2.12 35.50 3.D3 16.00 15.000 14.00 .75 2.25 212 37.81 5.31 17.25 16,000 1525 125 2.25 1.50 L BD(2) 15.250 BE .73 BF .56 XR(4) 5 /8 -ll LEAD CONNECTII�I BB 23 B.E. KEY AY WEIGH X 2 -1/2-8 123 7.73 TH 17.000 .88 .69 5/8 -11 2 -1/2 -8 123 7.75 25 ,373 .375 .19 .19 11N'c 2,23 750 18.750 88.69 3/4 -10 3 -8 125 10.88 25 .500 .25 3.00 1150 (1) SPECIAL DIMENSIONS ON THIS LINE. (2) 'BD' VARIES 1 ,010. (3) 'U' VARIES IUP TO 1.625 DIA. +,0000, -.0005 1.625 DIA. AND LARGER +,000, -,001. (4) TAP DEPTH ON 210TY THRU 250TY IS 1.38' TAP DEPTH ON 320TY IS 1,50' Qa.) LLAD WIRE LENGTH AS SPECIFIED ON CERTIFICATION (6) 'AK' VARIES +,000, -.002 (7) MINIMUM SUBMERGED DEPTH, FACE RUNOUT AND ECCENTRICITY ,008 MAX. T.I.R. PROTECTIVE CONDUIT FURNISHED BY CUSTOMER. (8) 3' - 8 PIPE THREAD SUPPLIED WITH CABLE SIZES NO. 4 AND LARGER. FRAME- 25OTY TYPE- P CERTIFIED FOR -_ MovnO, Inc. ORDER- 56927926 ITEM - HP- L O RPM- 1800 RELIANCE Sacs ncnco- AGdQA9i(1G - ... ' -HZ- 60 VOLTS 460 RELIANCE r Dn. sr N,J.HA c T ELECTRIC p AM. - CC DIMENSION 66930 -1$ . sr P CLEVELAND, OHIO 44117 U.S.A. SHEET ISSUE DATE SEPTEMBER 4, 1996 aArE a -21-68 SHl C/R 332142 Ei \DS -AC \66930 \018 N co co N U A -C MOTOR CONNECTION DIAGRAM STANDARD 9 LEAD DELTA - CONNECTED T1 T9 T4 T6 T7 T3 T8 T5 T2 T4 T5 IT6 T4 IT6 T7 T8 T9 IT7 IT5 T8 T9 T1 T2 T3 T1 \Ll 2 T3 L1 L2 L3 ` L2 L3 LOWER VOLTS— LINE — HIGHER VOLTS (N.P. 1575 —B) CUSTOMER Moyno, Inc. CUSTOMER RELIANCE ORDER N0. AS4932105 S.O. NO. S6927926 RELIANCE' ELECTRIC CLEVELAND, OHIO 44117 E: \W -DIAL \416820` m BY__N_E_A•___------- ac. BY-0-9,Y APP. BY_A d._ -_____ DATE __ 3 _?II_6__ -- - -- 02 RAG CONNECTION DIAGRAM 416820 -2 ISSUE DATE OCT. 30, 1986 10- 541 -06 CONNECTION DIAGRAM ACCESSORIES THERMOSTATS NORMALLY CLOSED MOTOR WINDING THERMOSTATS CONTACTS 2 @ 155 o C FIGURE NUMBER 2 FIGURE 4 CONTACT RATING VOLTS CONTINUOUS INRUSH t ° AMPERES AMPERES 110-120 3. 0 30 220 -240 1, 5 15 440 -480 0, 75 7 5 550 -600 0. 60 6. 0 THERMOSTATS NORMALLY CLOSED NORMALLY OPEN FIGURE 1 FIGURE 4 to t ° P1 P1 P2 Eto P2 FIGURE 2 FIGURE 5 {° to F-0—�� {o to P1 P2 P2 FIGURE 3 to to FIGURE 6 P1 to t° {° Pi P2 P2 FIGURE { to o to FIGURE 8 P1 t° t° {° {° P1 P2 P2 CUSTOMER _Movno. Inc. RELIANCE /� ELECTRIC /0 CLEVELAND,DHID 44117 U.S.A. C/R.358606 ORDER NO, AS4932105 DR.BY L. CONNECTION P. TSAQ cK.BY J, . P P. TSA❑ APP-BY D. H. MAY DIAGRAM DATE 11 -06 -91 SHEET 1 NELIANCE S.O. NO. S6927926 418174 -6 ISSUE DATE, NOV. 14, 199 SM-CYCLO@ SPEED REDUCERS BASIC INFORMATION & RECOMMENDATIONS Drive Ratings Standard SM- CYCLO'° speed reducers are designed and built for long, maintenance -free, 10 -hour daily service under conditions of uniform load. When your application involves more severe conditions, catalog ratings must be divided by the proper service factor, or the actual load must be multiplied by this factor. Shaft Rotation For single and triple reduction units, the slow speed Shaft turns in the direction opposite to that of the high speed shaft. For double reduction units, the slow speed and high speed shafts turn in the same direction. The slow and high speed shafts are coaxial for all reductions. Shaft Connections A pulley, sprocket or pinion should be mounted as close to the shaft bearing as possible and ideally, in order to avoid undue bearing load and shaft deflection, not with the point of radial load beyond the midpoint of the protruding shaft. Never overtighten belts or chains. Careful and accurate installation is essential for efficient and trouble -free operation. Before installing, the shafts should be checked to make sure that they are parallel and level. Accuracy of alignment after mounting can be checked with a string or straight edge held against the faces of the sprocket or pulley hubs. Couplings should be properly aligned according to the limits specified by the manufacturer and checked carefully prior to initial startup. In order for it to give the required fit, the coupling bore diamoter and tolerance should be appropriate for the gearbox shaft diameter and tolerance. Control of Shaft Load When power is transmitted through spur gear, belts, pulleys, or chains, radial forces are applied to the shafts. The radial capacities are calculated from load centering and compared to the allowable radial load. Installation Be sure to install and operate SM- CYCLO® drives in compliance with applicable local and national safety codes. Appropriate guards for rotating shafts should be used. CORRECT -- I- N�CORRECT SQUARE AND PARALLEL PULLEY PULLEY REDUCER WALL REDUCER WALL Mounting Considerations Horizontal and vertical oil- lubricated units should be mounted on level planes whenever possible. When they are mounted on inclined surfaces, minor modifications are necessary because inclined mounting could lower the oil level. However, overfilling the unit with oil may cause leakage through the air vent, foaming, churning and consequently overheating. Please contact the factory. Lubrication Information The smaller SM- CYCLO® units up to size 6125 and some multiple reduction units are grease lubricated. All other units are oil lubricated as standard. Grease Lubrication All grease lubricated units are filled with grease at our factory and arrive ready for use. CORRECT METHOD 1� A. Lifetime Grease Lubrication SM- CYCLO• units up to size 6125 are grease lubricated for life and suitable for any mounting position. These sizes are filled with SHELL ALVANIA #2 grease at our factory and are maintenance -free for 20,000 operating hours or 4 to 5 years. B. Other Grease Lubrication Grease lubricated units larger than size 6125 are usually filled with SHELL ALVANIA #2 grease at our factory. These units are equiped with grease nipples and vent plugs to allow for periodic regreasing. Oil Lubricated Units Oil lubricated units must be filled to the correct level with oil before operating. Choose an appropriate oil viscosity that suits the installation ambient temperature. For recommended oil types and viscosity grades, please refer to our current Operating and Maintenance Manual. INCORRECT METHOD HOW IT WORKS The unique SM- CYCLO° speed reducing system is based on an ingeniously simple principle that offers many benefits to the designer and user of power 1. High speed input shaft with integrally mounted eccentric cam and roller bearing assembly 2. Cycloid discs 3. Slow speed shaft assembly transmission drives. Basically, the speed reducer has only three major moving parts: Ring gear pins and Slow speed shaft rollers Cycloid disc High speed shaft Eccentric cam Slow speed shaft pins As the eccentric cam rotates, it rolls the cycloid discs around the internal circumference of the stationary ring gear. The resulting action is similar to that of a wheel rolling around the inside of a ring. As the wheel (cycloid disc) travels in a clockwise path around the ring (ring gear housing), the wheel itself turns slowly on its own axis in a counter - clockwise direction. In the SM- CYCLO' system the cycloidal profile around the outer edge of the disc engages progressively with the rollers of the fixed ring gear housing to produce a reverse rotation at reduced speed. For each complete revolution of the high speed shaft, the cycloid disc turns one cycloidal tooth in the opposite direction. In general, there is one less cycloidal tooth around the disc than there are pins in the fixed ring gear housing, which results In reduction ratios equal to the number of cycloidal teeth on the disc. (Note: For some ratios, there are two less teeth per cycloid disc than there are pins in the ring gear housing.) The reduced rotation of the cycloid discs is transmitted to the slow speed shaft by means of drive pins and rollers that engage with holes located around the middle of each disc. Typically, a two disc system is used with a double eccentric cam which increases the torque capacity and offers an exceptionally smooth, vibration -free drive. Ring gear pins and rollers Slow speed shaft pins and rollers 7Highspee�d Ring gear Cycloid discs Cahousing igh speed end Slow speed shaft Eccentric cam and bearihield STANDARD SPECIFICATIONS Table B -1. Speed Reducer Standard Specifications Item Standard Specifications Lubrication Method Grease lubricated and oil lubricated models available. ffi Sp eed O ; Reduction Internal planetary gear mechanism with trochoidal curved tooth profile. _j Method v Direction of Single Reduction Yype Reverse rotation N output Shan Rotation When compared to the direction of input shaft rotation. Double Reduction Type Same rotation Installation Location Indoors (Minimal dust and humidity) rTemperature v Ambient _ 10° - 40 °C Ambient Humidity ity 85 e /e Elevation Under 1,000 meters Atmosphere Well ventilated location, free of corrosive gases, explosive gases, vapors and dust. Method of CHH type - with slow speed shaft in horizontal direction and with legs. CW type - with slow speed shaft Mounting down in vertical direction and with mount. (No restrictions in mounting position of maintenance -free grease lubricated models, and the 2nd character of type symbol indicates "N "). Method of coupling with Coupling, gears, chain sprocket or belt. driven machine NOMENCLATURE &MOUNTING POSITIONS I C I CYCLO DRIVE I Special Specification Symbol (S) I b] V V J P - 717 6170Y -3 Reduction raft Slow Speed Shaft flu s ioounting Style Type of Itlpif H (Horizontal, slow speed Inch Size Y shaft level) H (Foot) (Vertical, slow speed shaft down) V V Flan ( Flange) No symbol (Reducers) N (Maintenance -free F (Flange) J (with adaptor) Universal direction) -For examples of nomenclature and mounting positions, please refer to pages 10-12. Example 1 CNH —6115Y — 29 Reduction Rata Frame Size Reducer Foot Mounting Maintenance -free Universal direction Example 2 CVV — 6225DBY — 165 Reduction Ratio Frame Size Double Reduction Reducer V Flange Mountng Vertical (slow speed shaft down) Shaft Spec!; 5ymbot Metric Jig No symbol Inch Size Y Metric DIN G (Refer Reducer Selection Tablesl CYCLO® 6000 Speed Redu 1750 RPM Frame Size Selection Tabl( Dimensions: Pages __.� _ "`.` Single Reduction, Ratios 25 -1 Foot Mount (H) F- Flange (F) -4.3 4.3.3 0 -4.38 ca.� �,t H, F, V Housing Sty V- Flange (V) 4.48 -4.64 `......_...._..._ ............................... ............................... H F 5t"; i!4 i Output RPM - 7n.n nn s nn n4 1=1i11M� 617 Rah ©>y ' 25 .. __.� _ "`.` r •..,..�. ,.. r� a ca.� �,t [46 r 20 iii 3 14 ' �i ��" I ` . 43. 5t"; i#fi. 1=1i11M� 617 Input p 10.6 10.1 10.1 7.23 5.66 4.90 4.07 3.33 Output Torque in•lbs 9110 9980 12200 10600 9900 9900 9810 9900 6145 Overhung Load (Ibs) 3090 3150 3350 3510 3590 3590 3590 _ 3590 614H Input HP 13.2 14.1 13.0 10.0 7.72 5.93 4.66 _ 4.66 Output Torque in•lbs 11300 14000 15500 14700 13500 12000 11300 13900 Overhung Load (Ibs) 3550 3660 3880 4210 4410 4920 4940 4890 6160 Input HP 20.3 15.3 15.3 10.6 10.1 7.72 7,58 523 Output Torque in•lbs 17300 15200 18300 15500 17600 15500 18400 15500 6165 Overhung Load (Ibs) 3440 3640 3840 4190 4340 4870 4830 4870 616H Input HP 21.2 19.2 16.1 13.1 11.3 9.60 7.95 6.46 Output Torque in•lbs 18100 19000 19300 19200 19600 19400 19300 19200 Overhung Load (Ibs) 3920 4140 4410 4720 4940 5200 5530 5950 6170 F Input HP 26.2 25.2 20.3 15.2 15.2 11.1 9.60 7.54 Output Torque in•lbs 22400 25000 24100 22300 26500 22500 23300 22500 Overhung Load (Ibs) 3860 4080 4340 4700 4850 5160 5490 5910 6175 Input HP 32.3 26.2 252 20.3 16.1 13.1 11.8 9.60 Output Torque in•lbs 27600 26000 30200 29800 28000 26400 28600 28500 Overhung Load (Ibs) 5270 5530 5910 6350 6640 6970 7410 8000 6180 Input HP 40.4 32.3 30.3 25 2 20.3 16.1 13.1 11.5 Output Torque in•lbs 34600 32000 36300 37200 35200 32500 31900 34200 Overhung Load (Ibs) 5180 5490 5840 6260 6570 6900 7360 7960 6185 Input HP 472 41.2 32.6 28.1 24.4 20.5 18.1 15.8 Output Torque in•lbs 40400 40900 39100 41300 42500 41300 44100 47000 Overhung Load (Ibs) 7360 7760 8220 8880 9280 9740 10300 11200 6190 Input HP 54.4 50.7 40.4 40.4 28.1 25.2 20.9 18.3 Output Torque in•lbs 46400 50300 48400 59500 49000 51000 50800 54400 Overhung Load (Ibs) 7320 7690 8160 8750 9240 9680 10300 11100 6195 Input HP - 61.3 - 42.7 - 30.3 21.3 Output Torque in•lbs 60700 62800 61100 Overhung Load (Ibs) 14400 16300 63500 6205 Input HP - 17800 18900 Output Torque in•lbs _ 78.5 77800 - 60.7 - 50.6 - 28.7 Overhung Load (Ibs) 14600 89400 - 102000 85400 6215 Input HP 16500 - 17900 20300 Output Torque in•lbs - 101 99800 - 75.8 - 60,7 8 Overhung Load (Ibs) - 111000 - 122000 - 107000 62u 15300 17400 1agon 01 AM SUMI`TOMO CYcIo* 6000 Series Frame Size Selection Tables • SINGLE Reduct O U F- O i v W I ■ III U) Q z �—I0 0 � O .� W U� o 0 O = O O aCOOV a�0�o U v 0 QG0�3 m 0 W Q �po� O L"5 M 0a � o0 P ° a 0 rn I N CN w W m m ZE m m m z z c-) U W W O O CL a O � r O m �o oV) Y C C L It � CLI (if W W C� Z Q G.7 QN W U ~ W W O O E3 Q a CL CL d � �CF) C Ito n Cn Go U) L,L OD (� CD Jv Q Q li 0 U o S ' 0, V m ' v . T OL (n I � _ m 600 3 N > LO �3 U i J t'' U > C w 00 a �o oV) Y C C L It � CLI (if W W C� Z Q G.7 QN W U ~ W W O O E3 Q a CL CL d � Hill! �r�z 3 zp oa wx ll! ZwOw �w W�wwwwW <C� C�FSx x F j mU�wKWWOtmp UC� ¢oS w �Cp _ N4LLO�OmJJJKttK4��jWQUU �� OtZRV23�p �OaZ"�V >�aliU ' ��nn .vvn��zzutoo ox oo5'wW °rczz cyo z Ci u555 KU <rC GGp �o�rcaz� n��x� t J»<3ti FFK rcrcK6�Jy1 1- FCrcCOmmp .�F O <Op Ovi� <�S < O Z U Z 5 0� Z E t 2 0 2 3< < W 7 0 g F O O O K y w W W VI CC V R x W U y 2 U p ¢ 1441111 Z�a� Op000000YttO jm Yi000NOpO00tr� -ti p3_WO <W <ZVN- rc��Ww�ILI�t «< muuuuuuuucpcppS�� '^_�na �.- ii71a1aaa as aaorc¢v3i vii yr �°ri��x"FF �"� U Op p �e <mmUUUVUU uc0000c�f.". �'�c�.�iY M, mu d. B B yyC11 O Z �F��O�y JO JU K UUU UU2U K UuU ��5 tt�F <6FpaU ��yGGGCC, a OS -�/ptip pHp WZ QJ �S�� ¢ az0S>= >aOO j3tpyv NNWt�V` W � vCWyW�cQ<QZW = O C JJ m3K o u 0 m g � as 8 3i VN N go Do + + ®o UN p u F Y Y Y N Y N Spa pY Y O�<Y{yyW�� SS x �2 �22 F2� Fa0 Fa022 F-�� F KFW C Cf U2 US= 222 2Z do 10 b to b 6 b- 7 filly, = i i fill cn oa c �i ri i ri n fi V) J z Q 0 z� ww wz (D U C R C C � g etln.:, I-� g 9� I CD Z_ Z Z U) J w O(A Q 2O0 000 1 -fir) p U U ¢ �_ Z Z) z U w of C)O J CD COQ N = = f—Q O O z oo I O I– < :2 ui 0_ �n(D w Ch � fi V) J z Q 0 z� ww wz (D U C R C C � g etln.:, I-� g 9� I CD Z_ Z Z U) J w O(A Q 2O0 000 1 -fir) T L- nl n 0 g` Fill, u�p �O ON a a : oox v'u E .W3 �g �g �S S s � e 0 O O El _. • o o o Of t � t L_w O r a" _ CHIo N r� N N N N n Y N 10 1� m 01 O N n Y N t0 1� O O1 O N N N N N N N n n n M M M M n n M Y i Sa om Z� Z J w 2 N s aS J K <d' ,`Nr wWa N w w N w r< O F ' N N v) 5:D boo i:i� ra _N 0 0 0 2 m J t 8 T L- nl n 0 g` Fill, u�p �O ON a a : oox v'u E .W3 �g �g �S S s � e 0 O O El _. • o o o Of t � t L_w O r a" _ CHIo N r� N N N N n Y N 10 1� m 01 O N n Y N t0 1� O O1 O N N N N N N N n n n M M M M n n M Y i Sa om Z� Z J w 2 N s aS J K <d' ,`Nr wWa N w w N w r< O F ' N N v) 5:D boo i:i� ra _N 0 0 0 2 m J t a U W N / x Zp Z o Z� LLI af of gowz Z W z w U w x::) U � U 0� p w � ° ~O � w p p Z_p J .0 N a p Q p J Z m J Z OJ W Li w 0 NO z w 0 p W Z W m �3 � U O Q d 04 N O O O o O Q 00 � 0C 0000 00 � 00 0000 OO m00 00 U 00 n R FF O O a° ; z T b C Y EIN o� L O H- O CITY Of E1 CINITAS ENGINEERING SERVICES DEPARTMENT CATALOG CUTlSHOP DRAWING TRANSMITTAL AND APPROVAL SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM (CONTRACTOR TO (DESIGNER) C I re 0, bll cc CONTRACT r Fm- i wry I w+L. i 11 J L.c/ Q RACT SPECIFICATIONS RE INSPECTION YES NO t_A % I'-A tk-N- L-t-i ART 11- NEW SUBMITTAL I RESUBMITTAL FROM (DE5I6NEK) 1 v ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column `C) COMMENTS: ) DATE 16 %J G SIGNATURE S ART III - FOR CITY USE ,.. --- , arc, —I U= ntocl ►6u lul bbul item in Column D, Section 1, above' A. - APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. E. - APPROVED, EXCEPT AS NOTED -fif � RESPONDENCE. ON DRAWINGS. RESUBMISSiON NOT REQUIRED. DISAPPROVED. SEE ATTACHED 5 NOTE: Approval of item does not relieve the contractor trom complying with all the requirements of the contract plans and speciFicat 0 SIG AT I DATE M16196 Shop Drawing Review Letter Kennedy /Jenks Consulta 622 Folsom San Francisco, CA 94107 - 415-243- 415- 896 -0999 wwwXennedyJenkE To: Falcon General Engineering DATE: 10 October 2005 572 Collyn St SERIAL No.: 013 -01 Vista, CA 92083 SPEC. REF.: 03200 1 PROJECT: Moonlight Beach Pump Station Falcon General Engineering Rehabilitation A &R K/J JOB No.: 0487115 ATTENTION: David Pitts SUBMITTAL No.: 03200 -01 10,11 PAGE: 1 of 2 A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit See Comments, next page. Title of Submittal/ Dra Details for Elev. +8.13 1 of 2 Details for Elev. +8.13 2 of 2 Details for Elev. 24.00 1 of 4 Details for Elev. 24.00 2 of 4 Details for Elev. 24.00 3 of 4 Details for Elev. 24.00 4 of 4 Details for Elev. 24.00 Beams & Slab 1 of I Details for Elev. 24.00 Beams & Slab 2 of I Details for Elev. 24.00 Beams & Slab 3 of I Details for Elev. 24.00 Beams & Slab 4 of I Details for Elev. 24.00 Beams & Slab 5 of I Details for Elev. 24.00 Beams & Slab 6 of I B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimension: selecting fabrication processes and techniques of construction, coordinating its work with that of all other trade and performing its work in a safe and satisfactory manner. Owner File DISTRIBUTION Kipp Hefner (Encinitas) KIJ SDO SDRL ENCL. 1 1 1 1 By: 4 -K, ldicyq- Id L Bar za plpw- proj\2004 \0487115.00 moonlight beach\construction \sdri in progress \03200 -001 9- 28- 05.doc [F -2 Rev. K/J Refer to Item Action Comment Manufacturer or Supplier 1 A &R 9 Falcon General Engineering 2 A &R 23 Falcon General Engineering 3 A &R 10,11 Falcon General Engineering 4 A &R 8, 12, 13, Falcon General Engineering 24 5 A &R 14, 15 Falcon General Engineering 6 A &R 4,5 Falcon General Engineering 7 A &R 16, 17, 18 Falcon General Engineering 8 A &R 19, 20, 21 Falcon General Engineering 9 A &R 4,22 Falcon General Engineering 10 A &R Falcon General Engineering 11 A &R 3 Falcon General Engineering 12 A &R 2,5 Falcon General Engineering See Comments, next page. Title of Submittal/ Dra Details for Elev. +8.13 1 of 2 Details for Elev. +8.13 2 of 2 Details for Elev. 24.00 1 of 4 Details for Elev. 24.00 2 of 4 Details for Elev. 24.00 3 of 4 Details for Elev. 24.00 4 of 4 Details for Elev. 24.00 Beams & Slab 1 of I Details for Elev. 24.00 Beams & Slab 2 of I Details for Elev. 24.00 Beams & Slab 3 of I Details for Elev. 24.00 Beams & Slab 4 of I Details for Elev. 24.00 Beams & Slab 5 of I Details for Elev. 24.00 Beams & Slab 6 of I B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimension: selecting fabrication processes and techniques of construction, coordinating its work with that of all other trade and performing its work in a safe and satisfactory manner. Owner File DISTRIBUTION Kipp Hefner (Encinitas) KIJ SDO SDRL ENCL. 1 1 1 1 By: 4 -K, ldicyq- Id L Bar za plpw- proj\2004 \0487115.00 moonlight beach\construction \sdri in progress \03200 -001 9- 28- 05.doc [F -2 Rev. David Pitts Falcon General Engineering 3 October 2005 Page 2 of 2 Comments: 1• See clarification #1 and resubmit drawings which reflect the clari 2• MK 7007 and 7006 are too short to provide sufficient lap len th f[cations in design . was intended to be mk 7005, Please clarify, or provide details on mechanical connectors toebe used. mk 7006 3• The 23 # 7 stated to be at 8" OC should be at 16" OC. 4• No detail has been provided for slab corner reinforcement as re 5• No detail has been provided for 18" North wall between entrance and stairs. Please rovi corner or in Detail 7 on Sheet S2. HVAC opening in SW corner or for rectangular HVAC opening inside s• Bar support and chair layout has not been showp as de reinforcing as required in Detail 9 of Sheet S2, the 7• The "B" dimension should be at least 5' -2 ". Please see per clarification 03200 1.03 C. 8• Column Reinforcement is too long for the column to be on # 1 for the dimension of the platform. number of hoops and verify against the difference in elevationsSe lease check length of column and column. 9• Only two columns are present on the meter room access sheet S8 for a section showing extent of 10. The Dimension should be 3' -6" to fit within the stairs. See clarification four. See plan i Sheet S6. 11. The dimension requested should be 3' -4" in accordance with Section cation # 1 for stair width. 12• The dimension requested to be verified should be 3'_ ct[on M on Sheet S13. 13. The Reinforcing 6" in accordance with Section L of Sheet S13. g Steel in question should be 5' -11" in length as shown, wall where the exterior wall does not fall above an interior wall (from d' and should be placed at 6" spacing along the full length of all walls, on both faces except these bars nee 10" to the east) where Sections L and M on Sheet S13 apply. d not be provided d the area ouch south 14. The "B„ a outside west edge of the south wall 22'_ dimension on the mk 4012 is not long 15. The vertical reinforcement for the masonry g enough to fit as shown in Section F on Sheet S8. 16. Adjust cover in beam to 2" y may be spliced above the stub wall. as in the standard cover requirements on Sheet S2. 17. Hook #8 bars as shown in south wall Sections L and M on Sheet 18. Hook length should be standard hook per ACI 318 -05. necessary. S13 and described in clarification # 1. These hooks maybe rotated to fit in the member as 19. The bars in question need not be hooked. 20. Per Clarification # 1 the pad dimensions for the electrical pad have been re -drawn to reflect their 22. Provide reinforcing for housekeeping true size. 21. Provide reinforcing for the concrete curbs shown on Sheet S6 based pad around shaft as shown n detailliintClarifica on # S2. 23. Dimensions for the hatch should be field verified once hatch is removed. built drawings are hat b ima #1. y 10' -0" located with the west end 8' -4" from te Outside de face of the n wall and with the north side located 2' -4" from the inside face of the n Approximate dimensions from as- built pump new Pump station p station's south wall. P :�PW-Pr01120 04104 8 7 1 1 5.00 moonlight beachlconstructioMsdrl in progress103200 -001 9- 28- 0S.doc [F-2 Rev. Jan'041 Imo. F A L C O N G E N E R A L -3648 • STATE CON ENGINEERING, INC. =� 083 TEL 760/630 -9570 FAX 760/630 T. LIC. #540704 572 COLLYN STREET VISTA, CA 9 SUBMITTAL NO. 013-01 For SECTIONS: 03200 REINFORCING STEEL ELEV. + 8.43 ELEV. + 24.00 HATCH & SLAB VERTEPDXY DWLS ELEV. 24.00 BEAMS & NEW SLAB MOONLIGHT BEACH SEWER PUMP STATION T REHABILITATION PROJEC It is hereby certified that the EquipmendMaterial shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance tions, and can with the contract drawings & specifica be installed in the allocated spaces, and is submitted for approval. Date: 9/26? Certified By: z 0 m a n m O p H N N N to ti m � m A �o W C, (.71 .A W N M m C) Jll V T A r w x_ A -1 J D'o r N 1-o1n — m m m W N z n �, fn (1 p 0 s m CP N t3 w ^P -P- 1 D° 0 0 o o -9 m 57� r n d r in w n u Ol it N \o allo� w 0 i n N 2 00 v \o z �o �o LM 0 c� w oz m a r m m A m C7 I H � v v to ti m � m A 0 M m C) Jll V T A r A -1 J C7 o a o 3'-10 1i3 , 0„ 12r -d(o o iro'o" a > O Frew VERi�' ° FIfU7 J£RIF(n n T Z CD Z ' n m m O -f 77 W - �v m CN Tx 1p - m =� z _ I�Tpf z z �� b c 0 1 Z fF r c Z o v C- L C m w x r H (� m > CA) r m _ z D A > C H v m (An H 0 �1 m r r- O 4 m 2 r r- C �I X x n z x m O r v P H z Cn o Z _ J. ' A -4 N 03 a O m w z v m z ° 8 4 jr rz z Cr W � .. 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J p6 COAJ('_ i i i - a r 1 ��7A Z: of V% cm V, ,Ikl CL cr G7 -7 —11 cn 17 b 17 i 0' !p 1 ��7A Z: of V% cm V, ,Ikl CL cr G7 -7 —11 cn C b 17 F.0 cl z #N5 ci (D -U 70 ni C: PF= 01 cn Cl Al all b 1 ��7A Z: of V% cm V, ,Ikl CL cr G7 cn cn C b = 0. F.0 cl z ci (D -U 70 ni C: cD 01 cn 1 ��7A Z: of V% cm V, ,Ikl CL cr G7 co 0C • ut p A }tea X \' J rn� i o S - 0 _ r x ft1 = p� D . F i� m � I x J r, o x ft1 = p� D . F i� m � I 1 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT SUBMITTAL NO. E — PART 1 FOR CONTRACTOR USE FROM (CONTRACTOR) TO (DESIGNER) C 1 l\ C f � cV C 1 nl I V Y CONTRACT FOR: (CONTRACT TITLFr j "C :c N (-1 LT ►-� T 1`��r�( -t >; EtL 4I t-t 0 THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC. SECTION) AIE RECOMMEND CITY ACTION NO. (A (B) (C (D � f . ti �f�Y2C 1 rV �rz rL L 12 L 13 n. Ift_c;L'j VAt1&. t A6 L4MNS >j i RACT SPECIFICATIONS REflUIRE FACTORY _ fNSPECTION YES NO NEW SUBMITTAL RESUBMMAL SIGNATURE PART II - FOR DESIGNER USE FROM (DESIGNER) / TO *IG e-- 1-" [ C— C 1 1 Y U r, C.i! �i 1 ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column "C") COMMENTS: A- A- 0 1 SIGNATURE DATE C. PART 111 - FOR CITE' USE FROM TO (CONTRACTOR) ENCLOSURES RETURNED. APPROVAL OR IS PPROV NDICATED ABOVE. (See Column "D ") ACT ION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for each item in Column D, Section 1, above) A. - APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. B. - APPROVED, EXCEPT AS NOTED ESPONDENCE. ON DRAWINGS. RESUBMISSION NOT REQUIRED. E. - DISAPPROVED. SEE ATTACHED 5 NOTE: Approval of i m does not relieve the contractor from complying with all the requirements of the contract plans and specifications. r/ SIGNATU E _ DATE M%196 M Shop Drawhig Review Letter Kennedy /Jenks Consultants 622 Folsom Street San Francisco, CA 94107 -1305 415- 243 -2150 415 - 896 -0999 (Fax) www.KennedvJenks.com To: Falcon General Engineering DATE: 10 October 2005 572 Collyn St SERIAL No.: 013-01A Vista, CA 92083 SPEC. REF.: 03200 PROJECT: Moonlight Beach Pump Station Rehabilitation K/J JOB No.: 0487115 ATTENTION: David Pitts SUBMITTAL No.: 03200 -02 PAGE: 1 Of 1 A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit WJ Refer to Item Action Comment Manufacturer or Supplier Title of Submittal/ Drawing 1 NR 1 Minshew Brothers Steel Constr. Reinforcing Steel for Emergency Storage Basin Comment(s): 1. Re- submit following review of changes in the Emergency Storage Basin dimensions in accordance with Change GMer #1 C r— -T H ►°u-V1v S . B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SDRL ENCL. Owner Kipp Hefner (Encinitas) 1 1 File K/J SDO 1 1 B 'i-14mw y: (7- Don Id . B raz pApw- proj\2004 \0487115.00 moonlight beach \construction \sdd in progress \03200 -002 10- 10- 05.doc [F -2 Rev. Jan'04] CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO.013 -OIA For SECTIONS: 03200 REINFORCING STEEL I FLOOR SLAB INFLOW VAULT 18" CONC. COLS BEAMS TOP SLAB SITE WORK MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: ��//� Date: 9/26/2005 N C O F _U U) C/) U a Q f- Z U o W a C w J C Q C/) g Z a� _ a O o 'o Cl) a Ua Q O �e Z 1 0 t W N Z� Z o ° ❑ W CL Z O x Z U W 0 0 a Z Z = o I FLOOR SLAB INFLOW VAULT 18" CONC. COLS BEAMS TOP SLAB SITE WORK MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. 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PART 1 FOR CONTRAGI oR U5E I FROM (CONTRACTOR) 6 e.N �i'1 &1tlJ�� Vrv✓� I.. TO (DESIGNER) T`'� C7 FL i r\r `Try . CONTRACT � FOR: (CONTRACT TITLE) MCC11"'i-I JrH r &AI-I-1 Yom.. =F-4z -105- r� THE FOLLOWING ITEMS ARE -SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC. SECTION) AIE RECOMMEND CITY ACTION NO. (A) (B) (C (D i • l v� �i '. EL t.NC�r't�� C � N �2r4--T C �`�-- • • - t ,v , SPECIFICATIONS REQUIRE FACTORY --RAC INSPECTION YES NO NEW SUBMITTAL RESUBMfTTAL SIGNATURE PART II - FOR DESIGNER USE FROM (DESIGNER) r �, %. L if V c, G h7` f �n- T/O� A-11 ! i'r �..�.%'!1i l.I �7 ` Q�`�� -1 %L�- A--�/ i ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column "C) COMMENTS: SIGNATURE DATE PART III - FOR CITY USE FROM TO (CONTRACTOR) ENCLOSURES RETURNED. APPROVAL OER DISAPPROVAL INDICATED ABOVE. {See Column 'D') ACT ION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for each `_ - - - - -- _ -- r ----.� item in Column D, Section 1, above) A. - APPROVED AS SUBMITTED., C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REOUIRED. E. - APPROVED, EXCEPT AS NOTED D. - WILL BE RETURNED BY SEPARATE CORRESPONDENCE. ON DRAWINGS. RESUBMISSION NOT REOUIRED. E. - DISAPPROVED. SEE ATTACHED SHEET. NOTE: Approval of item does not relieve the contractor from complying with all the requirements of the contract plans and specifications. -� A- SIGNATUIRE DATE :% M16196 CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT G SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM (CONTRACTOR) r-� TO (DESIGNER) �' A„7-4Al t.�jbr� � 1 �. �`1 `'i C� F l�.r�%L t rti %'T`r�}S C O RACT FOR: (CONTRACT TITLE) &—Ae— rt 5�it.;142 THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM F(OBR EACH SPEC. SECTION) A/E RE (C) MEND CITY ACTION NO. (A) NCTlejf* c TRAC7 SPECIFICATIONS REQUIRE FACTORY _> INSPECTION YES NO NEW SUBMRTAL RESUBMITTAL SIGNATURE PART II - FOR DESIGNER USE FROM (DESIGNER) TO G n,' t J 1"?, 6fZ4 IT f' f I�- t ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION 15 MADE %S NOTED ABOVE. (See Column "C) COMMENTS: c `J T SIGNATURE DATE PART III - FOR CITY USE FROM TO (CONTRACTOR) ENCLOSURES RETURNED�APPR�C\V;XL OR DISAPPROVAL INDICATED ABOVE. fSee Column `D ") ACT ION CODES: THE FOLLOWING AC710N CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for each item in Column D, Section 1, above) A. - APPROVED AS SUBMfTTED. , C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. E.. APPROVED, EXCEPT AS NOTED D. - WILL BE RETURNED BY SEPARATE CORRESPONDENCE. ON DRAWINGS. RESUBMISSION NOT REQUIRED. E. - DISAPPROVED. SEE ATTACHED SHEET. NOTE: Approval of item doeE not relieve the contractor from complying with all the requirements of the contract plans and specifications. .� le Z 0 SIGN A DATE M16196 ^, To: City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attn: Mr. Kipp Hefner Moonlight Beach Sewer Pump Station 3rd &BSt. Encinitas, CA. 92024. I Project # CEE04J Date of Submittal: 0/24/2005 From: Falcon Gene 572 Collyn S Vista, Ca. 92 II ngineering, Inc, -- U Dl) - OCT 2 Falcon General Engineering, Inc Submittal No. 060 - 01 Specification Section — STAND BY DIESEL ENGINE GENERATOR Drawing Reference :16205 Date Item Required by Schedule This is an X Original Submittal Resubmittal We have verified that this submittal contains all applicable material and information required for evaluation of its compliance with the project plans and specifications. Furthermore, we submit these items, which comply with the project plans and specifications (check one): x with no deviations except for the deviations described below (Attach additional sheets, if necessary) No. of Sheet or Copies Item No. I Description (Name, Type, Model, Catalog Number, Manufacturer) 8 1 STAND BY DIESEL ENGINE GENERATOR Comments Submitted By: Received By Signature Signature CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 060-01 For SECTIONS: 16205 STAND BY DIESEL ENGINE GENERATOR MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. / Certified By _Date: 10/24/2005 wi , /II I "SINCE 1932" KOHLER.POWER SYSTEMS SUBMITTAL DATA Emergency Generator System Moonlight Beach Pump Station Rehabilitation Prepared for: Mr. Ed Taylor Falcon General Engineering, Inc. 572 Collyn Street Vista, CA 92083 760- 630 -9570 760 - 630 -3648 / Fax Project Manager: Mike Knez Phone 619 - 938 -8200 Start -up Coordinator: Mike Knez Phone 619 -938 -8200 Sales Representative Elisabeth Fernandez Phone 619- 977 -7260 Prepared by Bay City Electric Works, Inc. 12208 Industry Road Lakeside, CA 92040 619- 938 -8200 619- 938 -8217 / FAX Service Facility 750 E. Central Ave. Unit #4 San Bernardino, CA. 92408 866- 938 -8200 BLEW# 6969 10/10/2005 Diesel Trailer- Mounted Standby Generator BCEW # 6969 Index Submittal Data Reference # Bill of Material BCEW 6969 Statement of Qualifications BCEW Line Card BCEW Engine Generator 350REOZV Specification Sheet G5 -219 Alternator Data Sheet TIB -102 Generator Dimension Print ADV -6791 Generator Set Controller Decision -Maker 550 Specification Sheet G6 -30 Dimension Sheet ADV -5849 Generator Accessories Circuit Breaker Dimension Print GM24805 Remote Serial Annunciator Diagram Wiring GM34474 RSA Interconnection Diagram ADV -6990 Battery Charger Specification Sheet G6 -15 Battery Charger Dimension Print ADV -5971 Battery Charger Wiring Diagram 233968 Block Heater 17,18 Battery Specification G6 -16 Fuel Tank and Enclosure Drawing Fuel Tank and Enclosure Bill of Materials BCEW Level 3 Assembly (Global Dimension Print) 10767 Level 3 Enclosure (Global Dimension Print) 10767 Level 3 Subbase Fuel Tank (Global Dimension Print) 10767 Miscellaneous Generator Set Sizing BCEW Seismic Calculations (Sample) SDAPCD Registration Application APCD Form 16 SDAPCD ICE Application APCD Form 34A -J Engine Emissions Data 5VPXL12.1ACB EPA Certificate of Conformity VPX- NR7 -05 -10 CARB Certificate U -R- 014 -0090 NFPA 110 Prototype Testing Certification K -896 8/03a Generator Start-up Request BCEW Start-up Notification K -625 Installation Checklist Startup Checklist Load Test Report BCEW Certified Test Record Sample Kohler Generator One -Year Warranty TP -5374 Operating Instructions BCEW Proposed Testing Procedures BCEW e i� ✓� Inrcl "SINCE 1932" BILL OF MATERIAL REFERENCE: Moonlight Beach EMERGENCY GENERATOR SYSTEM BCEW #6969 Major system components Include: One (1) UL2200 Listed Kohler model 350REOZV diesel powered generator set, rated for continuous standby duty at 360 KW, 0.8 PF, 450 KVA, 277/480 volts, 3 phase, 4 wire, 60 Hertz, 1800 RPM. Standard features of this model are shown in specification sheet G5 -219 (2/04), outdoor in weatherproof sound attenuated enclosure RATED AT 60 DBA AT 23 FEET with 600 gallon subbase fuel tank. 350REOZV Generator Set 350REOZV,24V, 50 /6OHz Air Intake, Std Duty (4M Alt) Voltage, 60 Hz,277/480V, Wye,3Ph,4W Skid & Mtg. (4M Alt) Alternator,4M4019, IsolationMtd,12Lead Flexible Exhaust,8" Flange Block Heater, 2500W,208- 240V,1 Ph LCB, 400A, 3P, 600V,100 %, UL,EL Controller, 161t, Dec3+ Control & Harness, 4M Alt. Flexible Fuel Lines Fuel Pressure Gauge Closed Crankcase Vent,Std A.C. Exhaust Manifold Blanket Oil in GenSet - 37 qts. Coolant in Genset 12 gals. Radiator Drain Valve Cooling, Unit Mounted Radiator Lit Kit, General Maint, 350REOZV Radiator Duct Flange Shunt Trip Wiring Prealarm Senders Battery Charger, Float w /Alarms,24V -10A Remote Emergency Stop Switch Annunciator, Remote Serial RSA1000 Battery,2 /12V,950CCA,Wet Run Relay, 24V K 0 H L E R POWER SYSTEMS REFERENCE: BCEW #6969 2 of 3 Controller Connection Kit Failure Relay w /Harness,1 Fault Nameplate Rating, Standby 130C Decal, UL2200 Listing (Diesel) Power Factor Test,0.8,3Ph Only Certified Test Report GPC Weatherhouse Enclosure — Aluminum Construction .080" — Level 3 Sound Attenuation 125 -MPH Structure 42" x 72" Hinged Doors Door Hardware — Stainless Steel Lift -Off Door Hinges Internal Vertical Discharge Scoop directed up External Vertical Intake Scoop Interior 2" thick closed cell w/ 1 mil smooth black facing Rain collar GPC Supplied Exhaust System Internally Mounted Silencer Vertical Silencer Discharge (includes Elbow and Rain Cap) Paint Color Kohler Beige Silencer and Flex Blanketing (GPC to supply and install) GPC to Install Manifold Blanketing S132S — 600 Gallon Sub Base Fuel Tank Double Wall Construction enclosure mount Standard Stub -Up Area Secondary Containment Dip Tube Supply /Return Fitting Package (1/2" NPT) Low Level Alarm (2 "NPT) (Set at 50% Tank Capacity) Rochester Fuel Level Gauge (1 '/2" NPT, swing arm) Fuel in Basin Alarm (1 '/2 NPT) (Top Mount) Standard Vent Cap (2 "NPT) Emergency Pressure Relief Cap (4 "NPT) Locking Manual Fill Cap (2 "NPT) Basin Drain (1/2 NPT) Flanged top channels to support enclosure Internal Stiffener for Generator Support (no external beams - required) Flush Mount Lifting Plates Paint Color Black ISO Pad Support Channel (for internal stiffeners) Fill Tube within 6" of Tank Bottom (2 "NPT) High Fuel Level Alarm (2" NPT, set at 85 %) Remote Fill Station w/5 Gallon Spill Containment GPC to Mount and Plumb (Exterior Wall Mounted) Vent Extension Pipe (11' Long Shipped Loose) GPC to Wire Alarms to Fill Panel K 0 H L E R POWER SYSTEMS REFERENCE: BCEW #6969 3of3 Generator Set Sizing Data Proposed Testing Proceedures Jobsite installation inspection, initial startup, and initiation of warranty, by a Bay City Electric Works field technician during normal working hours Monday through Friday 7:00a.m. To 5:00 p.m. Testing will utilize BCEW furnished load banks. Fuel for testing is excluded. Jobsite orientation and training of operating personnel Kohler limited warranty, effective from date of startup, for: 1 year or 2000 hours (whichever occurs first) as published in Kohler Brochure. K 0 H L E R POWER SYSTEMS �t � � Ri / 'SINCE f932" /V KOHLEVOWER SYSTEMS 12208 Industry Road, Lakeside CA 92040 -1747 Office (619) 938 -8200 • FAX (619) 938 -8202 Service Facility 750 E. Central Ave. Unit #4, San Bernardino, CA 92408 866- 938 -8200 www.bcew.com STATEMENT OF QUALIFICATIONS To Whom It May Concern: Bay City Electric Works, Inc. has been a San Diego company since 1932. We are a major supplier of emergency generator systems in the Southern California area. Our commitment to after sales support is unmatched locally. Our Product Support Department includes over $400,000 in parts inventory and our factory trained field technicians have fully equipped service trucks. We maintain a 24 -hour emergency service "hot- line" and are responsible for over 600 installed generator systems for regular service maintenance. Our customers include electrical and mechanical contractors, industrial plants and commercial facilities, schools, city and county governments, military installations, the telecommunications industry, water and electrical utilities and our area's growing bio- technical industry. Major product lines represented include the Kohler Co. for standby, portable, RV, and marine generators; Winco Corporation for portable generators; Kohler, Briggs & Stratton, Onan, and Tecumseh for industrial engines; Lincoln, Baldor, and Leeson for electric motors. We look forward to serving your needs. Tom Claycom , ` President KOHLEWPOWER SYSTEMS Moeei: 350REOZV KOHLERPOWER SYSTEMS 190 -600 v 4D Die 09001 Standard Features LA KOHLER x _V" , ry',- Ft,;,; • Kohler Co. provides one - source responsibility for the NA IUNALLT K[VIJI tHtU Ratings Range 60 Hz Standby: kW 305 -360 kVA 381 -450 Prime: Generator Set Ratings 120/208 3 60 360/450 360/450 330/413 330/413 127/220 3 60 360/450 360/450 330/413 330/413 139/240 3 60 360/450 360/450 330/413 330/413 220/380 3 60 315/394 315/394 285/356 285/356 240/416 3 60 360/450 360/450 330/413 330/413 4M4021 277/480 3 60 360/450 360/450 330/413 330/413 110/190 3 50 328/410 320/400 296/370 288/360 115/200 3 50 328/410 324/405 296/370 292/365 120/208 3 50 328/410 320/400 296/370 288/360 220/380 3 50 328/410 320/400 296/370 288/360 230/400 3 50 328/410 324/405 296/370 292/365 240/416 3 50 328/410 320/400 296/370 288/360 120/208 3 60 360/450 360/450 330/413 330/413 127/220 3 60 360/450 360/450 330/413 330/413 139/240 3 60 360/450 360/450 330/413 330/413 220/380 3 60 360/450 360/450 330/413 330/413 240/416 3 60 360/450 360/450 330/413 330/413 277/480 3 60 360/450 360/450 330/413 330/413 5M4027 110/190 3 50 328/410 328/410 296/370 296/370 115/200 3 50 328/410 328/410 296/370 296/370 120/208 3 50 328/410 328/410 296/370 296/370 220/380 3 50 328/410 328/410 296/370 296/370 230/400 3 50 328/410 328/410 296/370 296/370 240/416 3 50 328/410 328/410 296/370 296/370 generating system and accessories. • The generator set and its components are prototype- tested, factory- built, and production- tested. • The 60 Hz generator set offers a UL 2200 listing. • The generator set accepts rated load in one step. • The generator set complies with ISO 8528 -5, Class G3 requirements for transient performance. • The 60 Hz generator set engine is certified by the Environmental Protection Agency (EPA) to conform to Tier 2 nonroad emissions regulations. • A one -year limited warranty covers all systems and components. Two -, five -, and ten -year extended warranties are also available. • Alternator features: The pilot- excited, permanent- magnet (PM) alternator provides superior short- circuit capability. The brushless, rotating -field alternator has broadrange reconnectability. • Other features: Controllers are available for all applications. See controller features inside. The low coolant level shutdown prevents overheating (standard on radiator models only). Integral vibration isolation eliminates the need for under -unit vibration spring isolators. - An electronic, isochronous governor delivers precise frequency regulation. 4M4158 220/380 3 60 360/450 360/450 330/413 330/413 5M4162 220/380 3 60 360/450 360/450 330/413 330/413 4M4266 347/600 3 60 360/450 360/450 330/413 330/413 - 5M4272 347/600 3 60 360/450 360/450 330/413 330/413 RATINGS: All three -phase units are rated at 0.8 power factor. Standby Ratings: Standby ratings apply to installations served by a reliable utility source. The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating. Ratings are in accordance with ISO- 3046/1.. BS 5514, AS 2789. and DIN 6271. Prime Power Ratings: Prime power ratings apply to installations where utility power is unavailable or unreliable. At varying load, the number of generator set operating hours is unlimited. A 10% overload capacity is available for one hour in twelve. Ratings are in accordance with ISO - 8528/1. overload power in accordance with ISO - 3046/1, BS 5514. AS 2789. and DIN 6271. For limited running time and base load ratings. consult the factory. Obtain the technical information bulletin (TIB -101) on ratings guidelines for the complete ratings definitions. The generator set manufacturer reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever. GENERAL GUIDELINES FOR DERATION: AMtude.- Derate 0.8% per 100 m (328 ft.) elevation above 1000 m (3280 ft.). Temperature: Derate 5.0% per 10'C (18 F) temperature above 40'C (104 F). For radiator cooling system capacity .. derate 0.5 C (0.9 "F) per 100 m (328 ft.) elevation above 150 m (492 fill G5 -219 (350REOZV) 2/04e Standby Rating Prime Rating 150`C 130 °C 125 °C 105`C Rise Rise Rise Rise Alternator Voltage Ph Hz kW /kVA kW /kVA kW /kVA kW /kVA 120/208 3 60 355/444 350/438 325/406 320/400 127/220 3 60 360/450 360/450 330/413 330/413 139/240 3 60 360/450 360/450 330/413 330/413 220/380 3 60 305/381 305/381 275/344 275/344 240/416 3 60 355/444 350/438 325/406 320/400 277/480 3 60 360/450 360/450 330/413 330/413 4M4019 110/190 3 50 324/405 300/375 292/365 272/340 115/200 3 50 324/405 292/365 292/365 264/330 120/208 3 50 312/390 288/360 284/355 260/325 220/380 3 50 324/405 300/375 292/365 272/340 230/400 3 50 324/405 292/365 292/365 264/330 240/416 3 50 312/390 288/360 284/355 260/325 120/208 3 60 360/450 360/450 330/413 330/413 127/220 3 60 360/450 360/450 330/413 330/413 139/240 3 60 360/450 360/450 330/413 330/413 220/380 3 60 315/394 315/394 285/356 285/356 240/416 3 60 360/450 360/450 330/413 330/413 4M4021 277/480 3 60 360/450 360/450 330/413 330/413 110/190 3 50 328/410 320/400 296/370 288/360 115/200 3 50 328/410 324/405 296/370 292/365 120/208 3 50 328/410 320/400 296/370 288/360 220/380 3 50 328/410 320/400 296/370 288/360 230/400 3 50 328/410 324/405 296/370 292/365 240/416 3 50 328/410 320/400 296/370 288/360 120/208 3 60 360/450 360/450 330/413 330/413 127/220 3 60 360/450 360/450 330/413 330/413 139/240 3 60 360/450 360/450 330/413 330/413 220/380 3 60 360/450 360/450 330/413 330/413 240/416 3 60 360/450 360/450 330/413 330/413 277/480 3 60 360/450 360/450 330/413 330/413 5M4027 110/190 3 50 328/410 328/410 296/370 296/370 115/200 3 50 328/410 328/410 296/370 296/370 120/208 3 50 328/410 328/410 296/370 296/370 220/380 3 50 328/410 328/410 296/370 296/370 230/400 3 50 328/410 328/410 296/370 296/370 240/416 3 50 328/410 328/410 296/370 296/370 generating system and accessories. • The generator set and its components are prototype- tested, factory- built, and production- tested. • The 60 Hz generator set offers a UL 2200 listing. • The generator set accepts rated load in one step. • The generator set complies with ISO 8528 -5, Class G3 requirements for transient performance. • The 60 Hz generator set engine is certified by the Environmental Protection Agency (EPA) to conform to Tier 2 nonroad emissions regulations. • A one -year limited warranty covers all systems and components. Two -, five -, and ten -year extended warranties are also available. • Alternator features: The pilot- excited, permanent- magnet (PM) alternator provides superior short- circuit capability. The brushless, rotating -field alternator has broadrange reconnectability. • Other features: Controllers are available for all applications. See controller features inside. The low coolant level shutdown prevents overheating (standard on radiator models only). Integral vibration isolation eliminates the need for under -unit vibration spring isolators. - An electronic, isochronous governor delivers precise frequency regulation. 4M4158 220/380 3 60 360/450 360/450 330/413 330/413 5M4162 220/380 3 60 360/450 360/450 330/413 330/413 4M4266 347/600 3 60 360/450 360/450 330/413 330/413 - 5M4272 347/600 3 60 360/450 360/450 330/413 330/413 RATINGS: All three -phase units are rated at 0.8 power factor. Standby Ratings: Standby ratings apply to installations served by a reliable utility source. The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating. Ratings are in accordance with ISO- 3046/1.. BS 5514, AS 2789. and DIN 6271. Prime Power Ratings: Prime power ratings apply to installations where utility power is unavailable or unreliable. At varying load, the number of generator set operating hours is unlimited. A 10% overload capacity is available for one hour in twelve. Ratings are in accordance with ISO - 8528/1. overload power in accordance with ISO - 3046/1, BS 5514. AS 2789. and DIN 6271. For limited running time and base load ratings. consult the factory. Obtain the technical information bulletin (TIB -101) on ratings guidelines for the complete ratings definitions. The generator set manufacturer reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever. GENERAL GUIDELINES FOR DERATION: AMtude.- Derate 0.8% per 100 m (328 ft.) elevation above 1000 m (3280 ft.). Temperature: Derate 5.0% per 10'C (18 F) temperature above 40'C (104 F). For radiator cooling system capacity .. derate 0.5 C (0.9 "F) per 100 m (328 ft.) elevation above 150 m (492 fill G5 -219 (350REOZV) 2/04e Alternator Specifications Specifications Alternator Type Exciter type Leads: quantity, type Voltage regulator Insulation: Material .......................... Temperature rise .................. Bearing: quantity, type Coupling Amortisseur windings Voltage regulation, no -load to full -load (with < 0.5% drift due to temp. variation) One -step load acceptance Unbalanced load capability Peak motor startin 480 V, 380 V 480 V, 380 V 480 V, 380 V 380 V 380 V 600 V 600 V Engine g kVA: 4M4019 (12 lead) 4M4021 (12 lead) 5M4027 (12 lead) 4M4158 (4 lead) 5M4162 (4 lead) 4M4266 (4 lead) 5M4272 (4 lead) 4 -Pole, Rotating -Field Brushless, Permanent - Magnet, Fast-Response- 12, Reconnectable Solid State, Volts /Hz NEMA MG1 Class H 130 °C, Standby 1, Sealed Flexible Disc Full 3 -Phase Sensing, 0.25% 100% of Rating 100% of Rated Standby Current (35% dip for voltages below) 1325 (60Hz), 865 (50Hz) 1350 (60Hz), 825 (50Hz) 1550 (60Hz), 1100 (50Hz) 1000 (60Hz) 2100 (60Hz) 1300 (60Hz) 1750 (60Hz) • NEMA MG1, IEEE, and ANSI standards compliance for temperature rise and motor starting. • Sustained short- circuit current of up to 300% of the rated current for up to 10 seconds. • Sustained short- circuit current enabling downstream circuit breakers to trip without collapsing the alternator field. • Self- ventilated and dripproof construction. • Superior voltage waveform from a two - thirds pitch stator and skewed rotor. • Digital solid- state, volts - per -hertz voltage regulator with ±0.25% no -load to full -load regulation. • Brushless alternator with brushless pilot exciter for excellent load response. Application Data Engine Electrical Engine Specifications 60 Hz 50 Hz Engine model D350 12.1A65 Engine type 4- Cycle, Turbocharged, Volts (DC) ..................... Charge Air Cooled Cylinder arrangement 6, Inline Displacement, L (cu. in.) 12.13 (740) Bore and stroke, mm (in.) 131 x 150 (5.16 x 5.91) Compression ratio 17,5:1 Piston speed, m /min. (ft. /min.) 540 (1772) 450 (1476) Main bearings: quantity, type 7, Precision Half -Shell Rated rpm 1800 1500 Max. power at rated rpm, kWm (BHP) 402 (539) 363 (486) Cylinder head material Cast Iron Piston: type, material Swirl Chamber, Max. lift, engine- driven fuel pump, m (ft.) Graphite- Coated Aluminum Crankshaft material Forged Steel Valve material Nimonic Governor: type, make /model EDC III Frequency regulation, no -load to full -load Isochronous Frequency regulation, steady state 10.25% Frequency Field - Convertible Air cleaner type, all models Dry Exhaust Exhaust System 60 Hz 50 Hz Exhaust flow at rated kW, m3 /min. (cfm) 71.9 (2540) 62.9 (2220) Exhaust temperature at rated kW, dry exhaust, 'C ('F) 490 (914) 504 (940) Maximum allowable back pressure, kPa (in. Hg) 10.2 (3.0) Engine exhaust outlet size, mm (in.) See ADV Drawing Engine Electrical System 60 Hz 50 Hz Battery charging alternator: Ground (negative /positive) ....... Negative Volts (DC) ..................... 24 Ampere rating ................. 60 Starter motor rated voltage (DC) 24 Battery, recommended cold cranking amps (CCA): Qty., CCA rating each ........... Two, 950 Battery voltage (DC) 12 Fuel Fuel System 60 Hz 50 Hz Fuel supply line, min. ID, mm (in.) 10 (0.39) Fuel return line, min. ID, mm (in.) 10 (0.39) Max. lift, engine- driven fuel pump, m (ft.) 2.0 (6.6) Max. fuel flow, Lph (gph) 550 (145.3) 500 (132.1) Fuel prime pump Manual Fuel filter: quantity, type 2, Primary, 30 Microns/ Secondary w/Water Separator, 5 Microns Recommended fuel #2 Diesel Lubrication Lubricating System 60 Hz 50 Hz Type Full Pressure Oil pan capacity, L (qt.) 31 (33) Oil pan capacity with filter, L (qt.) 35 (37) Oil filter: quantity, type 3, Cartridge Oil cooler Water - Cooled G5 -219 (350REOZV) 2/04e Application Data Cooling Radiator System 60 Hz 50 Hz Ambient temperature, 'C ( F)* 50 (122) Engine jacket water capacity, L (gal.) 20 (5.28) Radiator system capacity, including engine, L (gal.) 44.0 (11.62) Engine jacket water flow, Lpm (gpm) 360 (95) 288 (76) Heat rejected to cooling water at rated 25 (880) kW, dry exhaust, kW (Btu /min.) 148 (8420) 132 (7500) Heat rejected to charge air cooler at Engine, kW (Btu /min.) .......... rated kW, dry exhaust, kW (Btu /min.) 84 (4780) 73 (4140) Water pump type Centrifugal Fan diameter, including blades, mm (in.) 890 (35) Fan, kWm (HP) 15 (20) 9 (12) Max. restriction of cooling air, intake and 60 Hz discharge side of radiator, kPa (in. H2O) 0.125 (0.5) * Weather and sound enclosures with internal silencer and weather housing with external silencer reduce ambient temperature capability by 5 °C (9 °F). 75% Operation Requirements Air Requirements 60 Hz 50 Hz Radiator - cooled cooling air, m3 /min. (scfm) 468 (16530) 385 (13600) Combustion air, m3 /min. (cfm) 29 (1030) 25 (880) Heat rejected to ambient air: Engine, kW (Btu /min.) .......... 75.6 (4300) 72.8 (4140) Alternator, kW (Btu /min.) ........ 22.7 (1290) 24.8 (1410) Air density = 1.20 kg /m3 (0.075 Ibm /ft3) Fuel Consumption 60 Hz 50 Hz Diesel, Lph (gph) at % load Standby Rating 100% 93.6 (24.7) 84.7 (22.4) 75% 70.0 (18.5) 62.7 (16.6) 50% 48.4 (12.8) 42.8 (11.3) 25% 28.3 (7.5) 24.3 (6.4) Diesel, Lph (gph) at % load Prime Rating 100% 85.6 (22.6) 76.1 (20.1) 75% 64.4 (17.0) 56.8 (15.0) 50% 44.7 (11.8) 39.4 (10.4) 25% 26.9 (7.1) 22.4 (5.9) Controllers '003 000 Decision - Maker-" 550 Controller Audiovisual annunciation with NFPA 110 Level 1 capability. Programmable microprocessor logic and digital display features. Alternator safeguard circuit protection. 12- or 24 -volt engine electrical system capability. Remote start, remote annunciation, and remote communication options. Refer to G6 -46 for additional controller features and accessories. OoO. Decision - Maker`" 3+,16-Light Controller Audiovisual annunciation with NFPA 110 Level 1 capability. Microprocessor logic, AC meters, and engine gauge features. 12- or 24 -volt engine electrical system capability. Remote start, prime power, and remote annunciation options. Refer to G6 -30 for additional controller features and accessories. G5 -219 (350REOZV) 2/04e KOHLER CO., Kohler, Wisconsin 53044 USA Kohler Power Systems Phone 920 - 565 -3381, Fax 920 - 459 -1646 Asia Pacific Headquarters For the nearest sales and service outlet in the 7 Jurong Pier Road US and Canada, phone 1- 800 - 544 -2444 Singapore 619159 KohlerPowerSystems.com Phone (65)264 -6422, Fax (65)264 -6455 Standard Features and Accessories Standard Features • Alternator Protection (standard with 550 controller) • Battery Rack and Cables • Electronic, Isochronous Governor • Oil Drain Extension • Operation and Installation Literature Accessories Enclosed Unit ❑ Sound Enclosure and Subbase Fuel Tank Packages ❑ Weather Enclosure and Subbase Fuel Tank Packages ❑ Weather Housing (with skid end caps and roof - mounted silencer) Open Unit ❑ Exhaust Silencer, Hospital (kits: PA- 354903, PA- 354905) ❑ Exhaust Silencer, Critical ❑ Flexible Exhaust Connector, Stainless Steel Cooling System ❑ Block Heater; recommended for ambient temperatures below 4 °C (40 °F) ❑ Radiator Duct Flange Fuel System ❑ Flexible Fuel Lines ❑ Fuel Pressure Gauge ❑ Subbase Fuel Tank • Subbase Fuel Tank with Day Tank Electrical System • Battery ❑ Battery Charger, Equalize /Float Type ❑ Battery Heater Engine and Alternator ❑ Air Cleaner, Heavy Duty ❑ Air Cleaner Restriction Indicator ❑ Alternator Strip Heater ❑ Bus Bar Kits ❑ Crankcase Emission Canister ❑ CSA Certification ❑ Line Circuit Breaker (NEMAi enclosure) ❑ Line Circuit Breaker with Shunt Trip (NEMAi enclosure) ❑ Rated Power Factor Testing ❑ Rodent Guards ❑ Safeguard Breaker (not available with 550 controller) ❑ Skid End Caps Paralleling System ❑ Load - Sharing Module ❑ Reactive Droop Compensator ❑ Remote Speed Adjusting Control ❑ Remote Voltage Adjustment Control ❑ Voltage Regulator Relocation Kit Maintenance and Literature ❑ General Maintenance Literature Kit ❑ Maintenance Kit (includes air, oil, and fuel filters) ❑ NFPA 110 Literature ❑ Overhaul Literature Kit ❑ Production Literature Kit Controller ❑ Common Failure Relay Kit ❑ Communications Products and PC Software (550 controller only) ❑ Customer Connection Kit ❑ Dry Contact Kit (isolated alarm) ❑ Engine Prealarm Sender Kit ❑ Prime Power Switch Kit (550 controller only) ❑ Remote Annunciator Panel ❑ Remote Audiovisual Alarm Panel ❑ Remote Emergency Stop Kit ❑ Remote Mounting Cable ❑ Run Relay Kit Miscellaneous Accessories ❑ ❑ FJ❑ ❑ ❑ ❑ Dimensions and Weights Overall Size, L x W x H, mm (in.): 3300 x 1250 x 1922 (129.92 x 49.21 x 75.67) Weight (radiator model), wet, kg (lb.): 3175 (7000) 14-W� H J. NOTE This drawing is provided for reference only and should not be used for planning installation. Contact your local distributor for more detailed information. DISTRIBUTED BY- Bay City Electric Works, Inc. 12208 Inustry Rd. Lakeside, CA 92040 (619) 938 -8200 2002. 2003.. 2004 by Kohler Co. All rights reserved. 35 -219 (350REOZV) 2/04e KOHLERe POWER SYSTEMS TECHNICAL INFORMATION BULLETIN Alternator Data Sheet Alternator Model: 4M4019 TI B -102 7/05d Kilowatt ratings at 1800 RPM 60 Hertz 12 LEADS Standard 3 phase kW (WA) 3 Phase 0.8 Power Factor Dripproof or Open Enclosure MikStd -705B Class B Class F Class H Method 80° C m 90° C OO 95° C (D 105° C British 105° C 130° C OD 125'C British 125° C 150° C T Overspeed Continuous Lloyds ABS Standard Continuous Standby Standard Continuous Standby 480!240 305 (381) -1125(406) 335 (419) 350,'438) 350 (438) 1 375 (469) 1 375 (469) 375 14 69) 4 15 (519) 305 (.3F1) 325 (406) 330 (4 13) 345 (4 31) 345 (431) 370 (463) 370 (463) 395 (494) 601 4a 4401220 300 (3-P6 310,'388) 320 (400) 335 (41:3) 335 {419) 360 (450) 360 (450) 360 (450) 375 (469) 4161208 290 (363) 300 (375) 310 (383) 325 (406) 325 (406) 350,'438) 350 (438) 350 (438) 360 (450) 380!190 275 (344) 1 285 (356) 1 300 (375) 1 305 (381) 1 305 (38,1) 305 (3B 1) 305 (381) 305 (381) 305 (381) . ......� ,u Lrwr, n p,douaru xarrng pw,3J bc1 v Submittal Data: 480 Volts *, 375.2 kw, 469 WA, 0.8 P.F., 1800 RPM, 60 Hz, 3 Phase STD. CONNECTION MikStd -705B Mil- Std -70513 Method Description Value Method Description Value 301.1b Insulation Resistance >I Meg 505 3b Overspeed 2250 RPM 30'2.1a High Potential Test 507 1r- Phase Sequence CCW -ODE ABC Main Stator 2000 ` , /olts 5013 lc Voltage Balance, L -Lor L -H 0 -0O% Main Rotor 1500 "ioIts 601 4a L -L Harmonic Maximum - Total 5.0% Exciter Stator 1500 Volts (DlstorUon Factor) Exciter Rotor 1500 Volts 601 4a L -L Harmonic Maximum - Single 3.0°x6 PMG Stator 1500 Volts 601 1c Deviation Factor 5.0% 401 1a Stator Resistance, Line to Lire - -- TIF (1960 Weightings) < 50 High WYe Connection 0- 1)1401hms - -- THE (IEC, BS & NEMA'JVeightings) < 2 % Rotor Resistance 0286 Ohms 552 1.3 Shatt Ourrprt < 0.1 ma Exciter Stator >25 rFhrns Exciter Rotor 0 022 Cihms - -- P,.-lain Stator Capacitance to ground 0 019 mfd PNIG Stator 2 1 Cjhms 410.1a No Load Exciter Field Amps 0.75 A DC at 2401480 Volts Line to Line Additional Prototype Mil -Std Methods 42'A13 Short !:iraaitRatio 06 =n are Available on Request. 421 1.3 Xd S};nchronous Reactance 2 4rg p u -- Generator Frame 433 1.213 ohms -- Type MAGNAMAXDVR 422.13 x;2 negative Sequence React- 0 197 p — Insulation Class H 0.097 ohms -- Coupling - Single Bearing Flexible 423.1a XO zero Sequence Reactance 0.036 pu — Arnortisseur Windings Full 0.018 ohm s — E;:dtatior Ext. Voltage Regulated, Brushless 425 1, X'd Transient Reactance 0 111 pu — Voltage Regulator DVR2000 0.055 ohms -- Voltage Regulation 0._2111 % 42b. 1,3 X "d Subtransient Reactance 11096 pu ID o47 Dhm I — Xq �_,uadrature Synch React. 0 658 p — wooling Air Volume 1050 CFM 0 `23 ,-- hrn; 4'27 1a T'd Transient Short Circuit -- Heat rejection rate 1474 Btu's /min Time Constant 0.075 sec. 428.1a T'd Sub ifansientfShort Circuit -- Fill lcad rum nt 564 amps Time Constant 0 1)1-i3 430.1a T'do TrarsientOpen lCrcuit -- Minimum Input hp required 537 7 Tirne Constant 1 55 sac Ethciency at rated toad 93 5% 4321 1,3 Ta ',Short Cir -.uit Time t,nnstant otArmature Winding 0.009 Full load torque 1568 Lb-ft x Voltage refers to wye (star) connection, unless otherwise specified. Kohler Co. reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever. 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The generator set controller provides both analog AC meters and engine gauges and 16 -light annunciation of shutdowns, warnings, and status events. Standard Features • Supports Modbus® RTU (Remote Terminal Unit) communication protocol via RS -485 networks. • Supports CANbus J1939 communication protocol for ECM engines • Contains microcomputer -based logic with a ROM (read -only memory) -based control algorithm. • Features upgradeable software for new system functionality. • Provides overspeed protection, cooldown mode, and a selectable crank mode. • Provides audio and visual alarms. • Features analog meters and engine gauges. • Meets the National Fire Protection Association requirements of NFPA 99 and NFPA 110 with additional accessories. NFPA 110, Level 1 requirements typically apply to health care facilities; NFPA 110, Level 2 requirements apply to less- critical applications. • Uses conformal coated circuit boards for environmental durability. Modbusm is a registered trademark of Schneider Electric. Decision- Maker TM 3 +, 16 -Light Controller \ � \ddi��l�hhll�ih�ilili�t /r /qtb/ \ �\ d��t��lihlill�llllili6�tltb li /�/ \�1ddt��l�lildiluldili�d' /� /r!/ HERTZ A--C VOLTS AC AMPERES - - T wLrA°E' EMERGENC�� raaaaa-r`� � STOP AIT ONLY OL WATER SATTER MP Controller Features General Specifications • Power source with circuit protection: 12- or 24 -volt DC • Power draw: 220 milliamps in system ready mode (or 200 milliamps without panel lamps) • Humidity range: 5% to 95% noncondensing • Operating temperature range: -40 °C to +70 °C ( -40 °F to +158 °F) • Storage temperature range: -40 °C to +85 °C ( -40 °F to +185 °F) • Standards: • NFPA 99 • NFPA 110 • UL 508 • Dimensions —W x H x D, 461 x247x297mm(18.15x9.71 x11.68in.) Hardware Features • AC interlock to prevent starter reengagement with engine running • Battery (DC) circuits are fuse protected • Controller mounts locally or remotely up to a distance of 12 m (40 ft. ) and viewed from one of four positions • LEDs for visual annunciation • Gauges and meters for system data Communication Features • The controller supports ModbusO RTU (Remote Terminal Unit) —an industry standard open communication protocol • Supports CANbus J1939 communication protocol • RS -485 Modbus@ port and CANbus J1939 port UPPER METER SCALES OFF a L1 10.Lt L}L1 L1 1r� 111 L1�2 L113 AMPS L21J VOLTS LOWER METER SCALES O r�FAtMw 11R°'m R a. a O 1EM194�Tt AIA4NXY O F T rant RATtOIY O WLTAN UR Atw O� p ,E O tA7E8&gE O CRAfI�iFALLT O dYPER OT RAT O 3T° O V TA O RFJtO'/ Ot RIEL 0 0 OYEIICRAMK O R1M OfiiRE9Ef Auto 0. MARY WHLER �MPo _ l NFPA Requirements • In order to meet NFPA 110, Level 1 requirements the generator set controller must monitor and display specific engine /generator safety indications and shutdowns • Engine functions: • Overcrank • High engine temperature shutdown • High engine temperature warning * • Low water (engine) temperature warning • Low oil pressure warning * • Low oil pressure shutdown • Overspeed • Low fuel (level or pressure) • Low coolant level (auxiliary fault) • High battery voltage • Low battery voltage • Air damper indicator • General functions: • Battery charger fault • Master switch not in auto • Lamp test • Audible alarm silence * Requires optional input sensors on some generator set models G6 -30 5 /05i Standard Features • Sixteen LED indicating lights for status, warnings, and shutdowns • Status indicators: • Air damper (red) (if equipped)* • Generator switch not -in -auto (red) • System ready (green) • Warning indicators: • Auxiliary (multiple function) (red) • Battery charger (red)* • Fuel, low —level or pressure (red)* • Pressure, low oil (yellow)* • Temperature, low water (engine) (red)* • Temperature, high engine (yellow)* • Voltage, high battery (yellow)* • Voltage, low battery (red)* • Shutdown indicators: • Auxiliary (multiple function)(red) • Emergency stop (red)* • Low fuel (utilizes auxiliary indicator); 125RZG model only • Level, low coolant (utilizes auxiliary indicator) (available with radiator - mounted generator set models only) • Overcrank (red) • Overspeed (red) • Temperature, high engine (red) • Pressure, low oil (red) • Panel illumination lamps (2) • Analog gauges, 51 mm (2 in.): • Pressure gauge, oil • Temperature gauge, engine cooling system • Voltmeter, DC battery • Analog meters, 89 mm (3.5 in.): • AC ammeter, 2% of full -scale accuracy • AC voltmeter, 2% of full -scale accuracy • Frequency meter, 0.5% of full -scale accuracy • Running time meter • Switches and standard features: • Horn, alarm (with silencing switch) • Mode, prime power via jumper selection • Potentiometer, generator output voltage- adjusting (front panel mounted, .5% of nominal voltage) (350 -2000 kW models have adjustment on voltage regulator in junction box) • Shutdown, overvoltage protection • Switch, latch -type emergency stop (standard on most 200 -2000 kW generator set models) • Switch, lamp test • Switch, meter range selector • Switch, run, off /reset, auto (engine start) generator set master • Timer, engine cooldown, (5- minute fixed) • Eight DIP switches for control and communication: • Cooldown disable • Crank mode select for continuous or cyclic cranking. The cranking provides up to 30 seconds of continuous cranking or 75 seconds of cyclic cranking (crank 15 seconds, rest 15 seconds, crank 15 seconds, etc.). The crank disconnect speed is 750 rpm (25 Hz). • Engine communication setting (2) • Modbus® addresses (bit 0, bit 1, bit 2) • Overspeed protection selection of 60 Hz for 50 Hz models or 70 Hz for 60 Hz models • Terminal strips: • Terminal strip connections for 2 -wire remote start • Terminal strip connections for 2 -wire (series connection) remote emergency stop • Terminal strip connections for remote annunciator • Terminal strip connections for remote dry contact kit • Terminal strip connections for prime power feature (prevents battery drain when not in use and no battery charger connected) • LEDs on circuit board for troubleshooting diagnosis • Crank fault • Emergency stop • Overvoltage fault • Run operation * Requires optional kit or user - provided device to enable function and lamp indication. G6 -30 5/05i KOHLER CO., Kohler, Wisconsin 53044 USA Phone 920 - 565 -3381, Fax 920 - 459 -1646 For the nearest sales and service outlet in the US and Canada, phone 1- 800 - 544 -2444 Koh lerPowerSystems.com Kohler Power Systems Asia Pacific Headquarters 7 Jurong Pier Road Singapore 619159 Phone (65) 6264 -6422, Fax (65) 6264 -6455 Selected Decision - Maker" 3+ Accessories ❑ Common Failure Relay remotely signals auxiliary fault, emergency stop, high engine temperature, low oil pressure, overcrank, and overspeed via one single - pole, double -throw relay with 10 amp at 120 VAC, 10 amp at 28 VDC contacts. ❑ Controller Cable, 12 m (40 ft.), enables remote mounting of the controller. ❑ Controller Connection Kit provides a cable connecting the controller to a terminal strip in the junction box. Specify the controller connection kit for junction box remote device connections. ❑ Dry Contact Kits interface between the controller signals and customer - supplied accessories providing contact closure to activate warning devices such as lamps or horns. Kits are available in either one or ten single -pole, double -throw relays with 3 amp at 250 VAC contacts. A kit with twenty single -pole, double- throw relays with 3 amp at 250 VAC contacts is available on 450 -2000 kW models. ❑ FASTCHECK"", hand -held diagnostic fault detector activates controller circuits without operating engine/ generator. Helps service or maintenance personnel quickly identify faults in controller and engine circuits. ❑ 10 Amp. Float /Equalize Battery Charger with Alarm Feature warns controller of battery charger fault, high battery voltage, and low battery voltage. ❑ 6 Amp Float /Equalize Battery Charger has automatic 3 -stage charging with indicator LEDs. Durable potted assembly for full waterproofing and shockproofing. UL 1236 listed. Availability is subject to change without notice. Kohler Co. reserves the right to change the design or specifications without notice and without any obligation or liability whatsoever. Contact your local Kohler"' generator set distributor for availability. ❑ Controller- Mounted Emergency Stop Switch shuts down generator set immediately in emergency situations. Use the generator set master switch for normal shutdowns. Standard on most 200 -2000 kW generator set models (see respective generator set specification sheet for details). ❑ Remote Emergency Stop Panel immediately shuts the generator set down from a remote station. ❑ Prealarms warn of low water (engine) temperature, approaching low oil pressure, and approaching high engine temperature. Kits for gas - fueled models include a low fuel pressure switch. ❑ Remote Audiovisual Panel warns the operator of fault shutdowns and prealarm conditions. Common fault lamp and horn with silence switch. J Remote Serial Annunciator Panel enables the operator to monitor the status of the generator from a remote location. May be required for NFPA 99 and NFPA 110 installations. Uses Modbusll RTU (Remote Terminal Unit), an industry standard open communication protocol. ❑ Remote Annunciator Panel enables the operator to monitor the status of the generator from a remote location. May be required for NFPA 99 and NFPA 110 installations. ❑ Run Relay provides a three -pole, double -throw relay with 10 amp at 250 VAC contacts for indicating that the generator set is running or shut down. ModbusI is a registered trademark of Schneider Electric. DISTRIBUTED BY: Bay City Electric Works, Inc. 12208 Inustry Rd. Lakeside, CA 92040 (619) 938 -8200 c, 1995. 1996, 1997, 1999. 2000, 2002. 2003, 2005 by Kohler Co. All rights reserved. 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Q I o N I w Ln O W Q 0 I _ � z O J --1 ]- < W LJ Q I Jo o o I �I O ui OI w (if 1 a Z o -WOZz¢ > ONmm c0LO N vZ I N J zom Q�zU O i N I �U-) m N W N d a 30QUoLw<o N O I, \LOooc�.i °o zozo zo w W M oaf wmx�a W O w= O N N O'7 0 1 OJ X 1 a C7 W�NUW d' I W Q W Z W Q Z O O m m m Z Q N I I J �ZNwmW - Q� - - - - -- - - -- I ow-o woos p oLo -J i Industrial Generator Set Accessories KOHLEWPOWER SYSTEMS Float /Equalize Battery Charger 09001 (iAKOHLER Standard Features � 'obvEP. srs _n,tis Specifications • Kohler automatic battery chargers feature two charging modes to keep lead -acid and nickel - cadmium batteries fully charged without overcharging. The battery charger automatic float -to- equalize operation maintains battery voltage with no manual intervention. • Temperature compensation feature prevents overcharging or undercharging battery at high /low ambient temperatures. • Current - limiting circuitry prevents battery charger from overload at low battery voltage and during a short circuit. The ten amp DC current limit allows the battery charger to remain connected to the battery during engine cranking. • Battery charger complies with NFPA 110 code requirements when equipped with optional alarm circuit board. Alarm board features low battery voltage, high battery voltage, and battery charger malfunction alarm contacts. Loose Battery Charger Kit No. Installed Battery Charger Kit Nos. NFPA 110 Alarm Outputs nI WARNING Number of Cells Voltage Amps Lead Acid Ni -Cd PAD - 292862 — No 12 10 6 D.C. A.C. 5 10 — OUTPUT INPUT PAD - 292864 GM28562 -KA2, -KA4 C C O 24 12 18 DC AMMETER GM28562 -KA1, -KA3 TYPE ABC TYPE ABC c 26A 120 VAC -7A DC Voltage Regulation 240 VAC-5A Weight (battery charger without mounting brackets) POWER Q 5 10 IS 20 25 O ..��.� liu�iirr /i../ VOLTS ON a Specifications • Kohler automatic battery chargers feature two charging modes to keep lead -acid and nickel - cadmium batteries fully charged without overcharging. The battery charger automatic float -to- equalize operation maintains battery voltage with no manual intervention. • Temperature compensation feature prevents overcharging or undercharging battery at high /low ambient temperatures. • Current - limiting circuitry prevents battery charger from overload at low battery voltage and during a short circuit. The ten amp DC current limit allows the battery charger to remain connected to the battery during engine cranking. • Battery charger complies with NFPA 110 code requirements when equipped with optional alarm circuit board. Alarm board features low battery voltage, high battery voltage, and battery charger malfunction alarm contacts. Loose Battery Charger Kit No. Installed Battery Charger Kit Nos. NFPA 110 Alarm Outputs Output Number of Cells Voltage Amps Lead Acid Ni -Cd PAD - 292862 — No 12 10 6 9 PAD - 292863 — Yes PAD - 292864 GM28562 -KA2, -KA4 No 24 12 18 PAD - 292865 GM28562 -KA1, -KA3 Yes AC Input Voltage, Frequency 120/240 VAC, 50/60 Hz DC Voltage Regulation �1% Weight (battery charger without mounting brackets) 11.8 kg (26 lb.) Dimensions, L x D x H (battery charger without mounting brackets) 271 x 143 x 422 mm (10.67 x 5.63 x 16.63 in.) Note: Installed battery charger kits are available on selected generator set models. See your authorized distributor for availability. G6 -15 5/05 Automatic Float to Equalize When the battery loses its charge, the battery charger operates in the High Rate Constant Current Mode until the battery voltage rises to the preset equalize level. At the preset equalize level, the battery charger switches to the constant voltage Equalize Mode until the current required to maintain this voltage drops to 50% of the battery charger's high rate current. The battery charger then switches to the lower constant voltage Float Mode when the battery nears full charge. The battery charger continues to operate in this mode until AC input power disconnects or the current required to maintain the battery at the float voltage setting exceeds 6 amps. f Equalize Voltage Float Voltage ii rn 2, CO 50% of High Rate m U 100 ° , f Float Current Time —► High Rate Constant Current Mode Equalize Mode ❑ Float Mode Temperature Compensation The battery charger compensates for battery temperature using a negative temperature coefficient. The battery charger provides temperature compensation of - 2mv / °C per cell over the ambient temperature range of -40 °C up to 60 °C. The temperature compensation automatically adjusts the float and equalize voltage settings to prevent the battery from overcharging at high ambient temperatures and undercharging at low ambient temperatures. Figure 1 60 - - - - - - - - - U � 40 m ' m ' E20 ----- --- -1 - --- m z ' ' 20 - - - - - - - -- '- - - - -�- - - - - 92 94 96 98 100 102 104 106 % of Nominal Charging Voltage Figure 2 G6 -15 5 /05i Standard Features • Ammeter and voltmeter indicate battery charging rate with 5% full -scale accuracy. POWER ON lamp indicates battery charger is operating. • AC input and DC output fuses prevent battery charger damage from abnormal overload and short- circuit conditions. • Operational temperature range is from -40 °C ( -40 °F) to 60 °C (140 0F). Battery charger float and equalize voltage automatically adjust throughout the temperature range. • Reverse polarity protection circuitry prevents battery charger from energizing if improperly connected. • Internal terminal blocks for AC input and DC output/ sensing lead connections. • DC voltage regulation of ±1% from no load to full load and AC input line voltage variations of ±10 %. • UL listed /CSA certified. • Wall- mount, slotted enclosure with knockouts for customer conduit installation. • Reconnection blocks allow operation at 120 or 240 volts AC, single phase, 50 or 60 hertz. • Battery charger circuitry protected from AC line and DC load voltage spikes and transients. • Terminal block for remote battery sensing leads. • Automatic float -to- equalize operation with individual potentiometer adjustments. Charge up to 12 lead -acid or 18 nickel- cadmium battery cells. • No adjustments are necessary for lead -acid or nickel- cadmium batteries. • Oversized transformer and SCR heatsink allow constant current charging at 10 amps up to the equalize voltage setting for fastest battery charging. Note: The battery charger will discharge the engine starting battery(ies) when the battery charger is connected to the battery(ies) and is not connected to an AC power supply. To prevent engine starting battery(ies) discharge, install battery charger relay kit GM39659. G6 -15 5/051 KOHLER CO., Kohler, Wisconsin 53044 USA Kohler Power Systems Phone 920 - 565 -3381, Fax 920 -459 -1646 Asia Pacific Headquarters For the nearest sales and service outlet in the 7 Jurong Pier Road US and Canada, phone 1- 800 - 544 -2444 Singapore 619159 Koh lerPowerSystems.com Phone (65) 6264 -6422, Fax (65) 6264 -6455 10.67 [271 ] 7.00 [178] - N -/ ® WARNING CM R g F—A D.C. A.C. 5 10 OUTPUT NPur ® ® OC AMMETER TYPE ABC TYPE ABC 25A 120 VAC-7A 240 VAC-6A POWER 5 10 16 20 I VOL ��O 7.00 [178] .25 [6] DLA. (2 HOLES) CUSTOMER INPUT CONNECTIONS AC TERMINAL BLOCK 120 VOLT INPUT 240 VOLT INPUT otiose 1° 4SB' ..RD � � � ORD NOTE: BATTERYCHARGER IS CONNECTED FOR 120 VOLT INPUT AS STANDARD. WIRES MUST BE REPOSITIONED AS SHOWN To CONNECT To 240 VOLT INPUT. AC INPUT FUSE MUST BE CHANGED TO AGREE AS SHOWN BELOW. FUSE SUPPLED, INPUT FUSE 120 VAC 7A TYPE ABC 240 VAC eK TYPE ABC CUSTOMER OUTPUT CONNECTIONS DC TERMINAL BLOCK BATiETNY SENSING CONNECTIONS IF CHARGER O➢TPUr lF�f6� ARE LONGER THAN 1S FT., DISCONNECT TERMINAL BLOCK JUMPERS AND RUN SEPARATE SENSE LEADS TO BATTERY. USE MINIMUM 10 GA WARE. BATTERY CONNECTIONS POS. A NEG. USE MIN 10 OA. WIRE. SCi43EIOUTPUT NOTE: FOR TOC CONNECTIONS, USE STRANDED COPPER WIRE, SWV, 100% 1270 VINYL PLASTIC INSULATION. UL STYLE 1010, CSA TYPE TEW. as .500 DLA. X.219 DIA. [12.7 X 5.61 KEYHOLE 2 PLACES AC BLOCK CO ��II�,I I,�'�II'ul'uI O VIEW B -B CUSTOMER CONNECTIONS 5.63 [143] c � O C O O O O C- O O 0 0 I e e LB LV - N.O. CONTACTS, CLOSE ON LOW BATTERY VOLTAGE HV - N.O. CONTACTS, CLOSE ON HIGH BATTERY VOLTAGE CM - N.O. CONTACTS, CLOSE ON LOSS OF AC INPUT OR LOSS OF DC OUTPUT VIEW A -A OPTIONAL ALARM BOARD ® �-- A rt® I ITV ADJ. LV ADJ. -- LEM O ❑ LED' ADV -5971 Availability is subject to change without notice. Kohler Co. reserves the right to change the design or specificationswithout notice and without any obligation or liability whatsoever. Contact your local Kohler® generator set distributor for availability. © 1992, 1993, 1994, 1995, 1999, 2003, 2005 by Kohler Co. All rights reserved. G6 -15 5 /05i DISTRIBUTED BY: Bay City Electric Works, Inc. 12208 Inustry Rd. Lakeside, CA 92040 (619) 938 -8200 ' -: ! || §�§ � ■ k | §- || § � 2 0 ■ `| � ... |�•, • . / i ;: � k�| T ¢ k -- — - -� `� I g■ § �\ ) �■ �k � � l�' - -- — - -® � \ / 0 ON \ f |1� kF k 0 %. m\ wo 77 @ m222 e k�� §s k 7 �% I§ ci � / ¢■ ff�� k ! ! a e @ �� . . |■ || �� ■ �� ■ � � |`� � � |its � |,�■ �,� | |� U N O I U b m , < r______________________________ _______________ ______ ____ __ _ __-i I Q I I 0 0 �� I W I O I O O ' lip IN I IU I U I I 7W I Zm n L______________ __ ___ __________ _______________ _____ _ ___ ___J I Mv _ I � g W 8❑ j Lm@ J il� —in d J I i I I I 40 I JS qq W 922rcF� m 1 I N 0:0 nD pa p 311M — 1 O n0 +— N n O 0 8 +0y I ,09 U y 2 i I I� I I I I I I I 1 'o wJ <SO - gm oeo e.- ? F ------ - - - - -- -i N - )are — I N � I n O I a ' I I vi F I o � ' a� I _ I w N o U m 5 a z i 0 N < >cc I = Y O "U D > < W m Ambient Ambient Model Number Part Number Model Number units must 1 "NPT to 1 "hose barb adapter. HB -1 Installs in 1 "NPT female inlet or use a control Above Below without No* with Thermostat No* Volt 0 Watt Amp -20° F -20° F Thermostat 1407 (see chart 1) 14 500 Cubic 300 Cubic EE315800 -000 1 EE3158XX -000 2 208 3 1500 4.2 Inch Inch EE315200 -000 1 EF3152XX -000 2 240 3 1500 3.6 or Less or Less EE315400 -000 1 EE3154XX -000 2 480 3 1500 1.8 EE320800 -000 1 EE3208XX -000 2 208 3 2000 5.6 500 -600 300 -400 EE320200 -000 1 EE3202XX -000 2 240 3 2000 4.8 Cubic Inch Cubic Inch EE320300 -000 1 EE3203XX -000 2 380 3 2000 3.0 or Less or Less EE320400 -000 1 EE3204XX -000 2 480 3 2000 2.4 EE320500 -000 1 EE3205XX -000 2 575 3 2000 2.0 EE325800 -000 1 EE3258XX -000 2 208 3 2500 6.9 600-800 400-500 EE325200 -000 1 EE3252XX -000 2 240 3 2500 6.0 Cubic Inch Cubic Inch EE325300 -000 1 EE3253XX -000 2 380 3 2500 3.8 or Less or Less EE325400 -000 1 EE3254XX -000 2 480 3 2500 3.0 EE325500 -000 1 EE3255XX -000 2 575 3 2500 2.5 EE330800 -000 1 EE3308XX -000 2 208 3 3000 8.3 800-1000 500-600 EE330200 -000 1 EE3302XX -000 2 240 3 3000 7.2 Cubic Inch Cubic Inch EE330300 -000 1 EE3303XX -000 2 380 3 3000 4.6 or Less or Less EE330400 -000 1 EE3304XX -000 2 480 3 3000 3.6 EE330500 -000 1 EE3305XX -000 2 575 3 3000 3.0 EE340800 -000 1 EE3408XX -000 2 208 3 4000 11.1 1000 -1350 600 -800 EE340200 -000 1 EE3402XX -000 2 240 3 4000 9.6 Cubic Inch Cubic Inch EE340300 -000 1 EE3403XX -000 2 380 3 4000 6.1 or Less or Less EE340400 -000 1 EE3404XX -000 2 480 3 4000 4.8 EE340500 -000 1 EE3405XX -000 2 575 3 4000 4.0 1350-1650 800-1000 EE350800 -000 1 EE3508XX -000 2 208 3 5000 13.9 Cubic Cubic EE350200 -000 1 EE3502XX -000 2 240 3 5000 12.0 Inch Inch EE350300 -000 1 EE3503XX -000 2 380 3 5000 7.6 or Less or Less EE350400 -000 1 EE3504XX -000 2 480 3 5000 6.0 EE350500 -000 1 EE3505XX -000 2 575 3 5000 5.0 'Figure Number refers to technical drawings of heaters located on page 18. INSTALLATION TIPS For the use of 3 /4 "or I" ID heater hose, hose barb adapters are available. See below. Part Number Description units must 1 "NPT to 1 "hose barb adapter. HB -1 Installs in 1 "NPT female inlet or use a control outlet of the heater. 80 °F 1" NPT to 3/4" hose barb adapter. HB -3/4 Installs in 1 "NPT female inlet or 100 °F outlet of the heater. Customer Support: (509) 536 -8660 CHART 1 HEATERS WITH THERMOSTATS To specify temperature range of thermostat, insert numerical code from chart In place of the XX in model number. Example: Desired Temperature Range 100° -1207 Catalog Number: Model EE3152XX -000 Order as: Model EE315210 -000 All heaters over 277v and all 30 TEMPERATURE RANGE NUMERICAL CODE ON OFF units must 607 807 06 use a control box 80 °F 1007 08 See Control 100 °F 1207 10 Systems 1207 1407 12 page 32 1407 160 °F 14 Toll -Free FAX: (800) 224 -5550 www.kimhotstart.com Industrial Tank Heaters 1500 - 5000 watt Hazardous Location Three Phase s EE Model without thermostat. EE Model assembled with thermostat. 17 t 2.09 Technical Drawings all dimensions in inches FIGURE 2 1" NPT outlet EE Style Heater with thermostat (pg.16 and 17) ' 9.2 —' 5.32 E 6.75 —> 1" NPT Inlet 18 Kim Hotstart Manufacturing Company, Inc. P.O. Box 11245 Spokane, WA 99211 -0245 Industrial Generator Set Accessories KOHLERPOWER SYSTEMS System Batteries 09001 LA mw, , Typical Overall Dimensions Battery Specifications • Kohler Co. selects batteries to meet the engine manufacturer's specifications and to comply with NFPA requirements for engine- cranking cycles. • Heavy -duty starting batteries are the most cost - effective means of engine cranking and provide excellent reliability in generator set applications. • Batteries are rated according to SAE standard J -537. All batteries are 12 -volt and have lead- calcium or lead- antimony plates with sulfuric acid electrolyte. • Most generator set battery kits offer dry- charged or wet- charged batteries. • Tough polypropylene cases protect against life- shortening vibration and impact damage. • Removable cell covers allow checking of electrolyte specific gravity. Battery Post Layouts A —D and Style 1 Notes: Dimensions are in mm; 25.4 mm equals 1 inch. BCI group numbers shown in italics. G6 -16 9/05n 1 4D ® A 8D p C ® 31 Positive, 17.48 dia. B Fel D 24124E Negative, 15.88 dia. D 15.88 height a U10 Post 1:9 taper Notes: Dimensions are in mm; 25.4 mm equals 1 inch. BCI group numbers shown in italics. G6 -16 9/05n Diesel Models with 24 -Volt Engine Electrical Systems G6 -16 9/05n Cold Reserve Battery Battery Cranking Capacity Post Charge Battery Kit Battery Part Qty. per BCI Group Battery SAE Dimensions, mm (in.) Amps at -18 °C Minutes at 27'C (80 °F) Layout and Models Type* Number Number Kit Size L w H (0'F) Min. Minimum Style 50- 230REOZJB Wet PA- 336071 256984 2 24F 270.0 (10.6) 171.5 (6.8) 225.6 (8.9) 650 130 D/1 80- 18OREOZJC Wet PA- 336071 256984 2 24F 270.0 (10.6) 171.5 (6.8) 225.6 (8.9) 650 130 D/1 20 0REOZP/ 20 O EO Dry PA- 324589 324587 2 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 Wet PA- 324588 324586 2 20OREOZJC Wet PA- 324588 324586 2 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 230- 300REOZDB/ REOZDD Wet PA- 324588 324586 2 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 275- 50OREOZV Wet PA- 324588 324586 2 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 350 /400REOZD/ REOZDC Wet PA- 324588 324586 2 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 350 /400REOZVC Wet PA- 324588 324586 2 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 Dry PA- 324589 324587 2 450REOZDB 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 Wet PA- 324588 324586 2 Dry PA- 324589 324587 2 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 Wet PA- 324588 324586 2 450REOZD -4 Dry PA- 354066 354148 4 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 700 150 C/1 Wet PA- 354065 354147 4 450 /50OREOZVB Wet PA- 324588 324586 2 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 Dry PA- 324589 324587 2 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 Wet PA- 324588 324586 2 500 -1000R OZD -4- Dry PA- 354066 354148 4 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 700 150 C/1 Wet PA- 354065 354147 4 Wet PA- 324588 324586 2 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 950 200 C/1 600REOZM-1 Wet PA- 354065 354147 4 31 333.2 (13.1) 173.0 (6.8) 239.8 (9.4) 700 150 C/1 Dry GM22297 -KP1 GM22349 2 650- 100OREOZDB 8D 527.1 (20.8) 282.4 (11.1) 276.4 (10.9) 1150 400 A/1 Wet GM34404 -KP1 GM34399 2 Dry GM22297 -KP1 GM22349 2 750 /80OREOZM 8D 527.1 (20.8) 282.4 (11.1) 276.4 (10.9) 1150 400 All Wet GM34404 -KP1 GM34399 2 900 /1000REOZM Wet GM34404 -KP1 GM34399 2 8D 527.1 (20.8) 282.4 (11.1) 276.4 (10.9) 1150 400 A/1 Dry GM28546 -KP1 GM22349 4 1250- 2000REOZM 8D 527.1 (20.8) 282.4 (11.1) 276.4 (10.9) 1150 400 A/1 Wet GM34405 -KP1 GM34399 4 Dry GM28546 -KP1 GM22349 4 1350- 2000REOZDB 8D 527.1 (20.8) 282.4 (11.1) 276.4 (10.9) 1150 400 A/1 Wet GM34405-KP1 GM34399 4 Dry GM28546 -KP1 GM22349 4 2500 /280OREOZD 8D 527.1 (20.8) 282.4 (11.1) 276.4 (10.9) 1150 400 A/1 Wet GM34405 -KP1 GM34399 4 * Charge type: Dry- charged batteries do not contain electrolyte. Supply and add electrolyte per instructions enclosed with each kit. Wet- charged batteries contain electrolyte and have removable covers. Models have a single starter motor. Select a kit with two batteries for applications at 0 °C (32 °F) and above. Select a kit with four batteries for applications below 0 °C (32 °F). Note: Models 400 kW and smaller and 50OREOZV have a single starter motor. Batteries are for applications below and above 0 °C (32 °F). G6 -16 9/05n BCEW 6969 2 of 2 Fuel Tank and Enclosure Bill of Material GPC Weatherhouse Enclosure model: GE -A3 -600 Level 3 Sound Attenuation — 60dba at 23 feet Enclosure Dim: 108 "H x 72'W x 208 "OAL Wt: 1,600# GPC Weatherhouse Enclosure — Aluminum Construction .080" — Level 3 Sound Attenuation 125 -MPH Structure 42" x 72" Hinged Doors Door Hardware — Stainless Steel Lift -Off Door Hinges Internal Vertical Discharge Scoop directed up External Vertical Intake Scoop Interior 2" thick closed cell w/ 1 mil smooth black facing Rain collar GPC Supplied Exhaust System Internally Mounted Silencer Vertical Silencer Discharge (includes Elbow and Rain Cap) Paint Color Kohler Beige Silencer and Flex Blanketing (GPC to supply and install) GPC to Install Manifold Blanketing SB2S — 600 Gallon Sub Base Fuel Tank Double Wall Construction enclosure mount Tank Dim: 22 11H x 72 "W x 162 "L Wt: 2,900# Standard Stub -Up Area Secondary Containment Dip Tube Supply /Return Fitting Package (1/2" NPT) Low Level Alarm (2 "NPT) (Set at 50% Tank Capacity) Rochester Fuel Level Gauge (1 '/2" NPT, swing arm) Fuel in Basin Alarm (1 t/2 NPT) (Top Mount) Standard Vent Cap (2 "NPT) Emergency Pressure Relief Cap (4 "NPT) Locking Manual Fill Cap (2 "NPT) BCEW 6969 2 of 2 Basin Drain (1/2 NPT) Flanged top channels to support enclosure Internal Stiffener for Generator Support (no external beams required) Flush Mount Lifting Plates Paint Color Black ISO Pad Support Channel (for internal stiffeners) Fill Tube within 6" of Tank Bottom (2 "NPT) High Fuel Level Alarm (2" NPT, set at 85 %) Remote Fill Station w/5 Gallon Spill Containment GPC to Mount and Plumb (Exterior Wall Mounted) Vent Extension Pipe (11' Long Shipped Loose) GPC to Wire Alarms to Fill Panel Pick -Up Gen St from Factory Mount Generator to Tank, Mount Enclosure and Install fuel lines C4 n m MID e [;gig L— L N M b F • � LL Z fNA 0 N N N ^ l w � p Z3 �j I U � I Zlo L;3 i W Zlc° I VlF >> XY N< 1J� 75 �„I !%* qH I a-- - -_ -.i7 a G. ® Z o� O Y W omW n3 > N N •• ^ b MZ- _ ci 3 Q --- - -- --� p o 6 �- -- ----------- ------ U� G O [ I I m j m 9Z I O1 S'0£L 1 9'S£ ---------------- r--- --------- - - -- -- - - - -- S'8f I N W _ I _____________ �p ap Y Z V, fi8'iS ~ ------------------ - n - - - - - -- n �3 0 Y I Z� � I I I ~ N I I I HI Q I � I --- - - - - -a 1 9 Y $ m s s'£a - - - - - -- .r SL'SB vl N I I ------------------� - - ---1 il I I M --------j W-- --------------- - ----- n a S'6Zt z c M � Z N U 2 n �- IQ m 00 IIH LN Z IX 3 I� O � m O 2 �]�1 U U �0 7 =O 2d��gY�� a d "NHS �� Y • w m� Q��aar�n CL CL {{yyy/y/}�� - -� Q� N N N Z _ GG1j1 > m �n i "22 F'- 00 (7 h 17 0 M O O O a w rn a � o o_ U p M OI U I f0 m `} to to x 0 0 4 w om �3 o LS a ��;� s � a Z a �g�"< a Xo77 HOC �W U, r Z W o, 8 c all N C� 7 O z a a a 0 0� LU Z W O O N Y K CID o O � �}Q$ }�4{j z � z CL W w �+ (/1 G Y U g��m 0 (W� Ian N � Z « zZ�Q�C7 I[fpaY�� 3 z oo CL 18 o S3U VUio;= w I C • w 9L� ° y o�88rg I o H wo °,r� Z oaa i' 3 v z - (A y z w m z 00 a� ( N O r 7 N O N N �mmmSOs"0 s o z a� cm c'^ i iI xw 4w � m W R 04OO� win 0 14 C$ g�O..c oz CL: z QTR =oo � >Is — W Ll R r N w V] g 0 Ec.) 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R R Quim ze Generator Set Sizing Project Moonlight Beach Customer City of Encinitas Generator Set Model No. 35OREOZV Gensets 1 Engine D350 12.1A65 (Diesel) Alternator 4M4019 Performance Summary LN / LL Voltage 277/480 volts Attitude 100 feet Frequency 60 hertz Ambient Temp. 70 F Phase(s) 3 phase Genset Rating @ 130C Rise Genset Derated Rating Total Running Power Percent of Available kW Used Alternator Starting WA Peak Starting WA Percent of Available WA Used Maximum Voltage Dip Maximum Frequency Dip Voltage THD Informational Program Version Database Version Project Created Project Last Saved Report Created 8.2.0 1.18 350.00 kW 350.00 kW 194.34 kW 55.53% 757.14 WA @ 20% dip 453.84 WA 59.94% 11.18% 2.04% { 5% allowed ) 0.61% ( no restriction) February 24, 2005; 04 :10:08 PM March 1, 2005;10:49:47 AM March 1, 2005;12:00:35 PM Project Created By Tom Kirsch QukkSize Generator Load Profile Project Moonlight Beach Customer City of Encinitas Generator Set Model No. 35OREOZV Gensets 1 Engine D350 12.1A65 (Diesel) Alternator 4M4019 Load Profile Run Run Run start start Volt Freq Volt (L -N) Qty kW WA pF kiN WA Dip Dip THD Step #1 Load Step #1 Panelboard A (Fluorescent lighting with high eff. magnetic ballast) 1 10.00 10.00 1.00 10.00 10.00 Grinder No. 1 (10.00 HP, 3 phase, code G, loaded motor, w/ A.T.L. starting) Rated motor torque from full voltage starting = 79.5% 1 8.70 10.70 0.81 28.56 59.50 Sewage Pump No. 1 (60.00 HP, 3 phase, code F, loaded motor, w/ A.T.L. starting) Rated motor torque from full voltage starting = 79.5% 1 48.00 59.00 0.81 111.30 318.00 Step Totals 66.70 78.05 0.85 149.86 380.81 10.83 1.93 0.6%/0.6 % /0.6% Cum. Totals 66.70 78.05 0.85 Step #2 Load Step #2 Scrubber (27.00 kW misc. load) 1 27.00 27.00 1.00 27.00 27.00 Grinder No. 2 (10.00 HP, 3 phase, code G, unloaded motor, w/ A.T.L. starting) 1 8.70 10.70 0.81 18.56 59.50 Sewage Pump No. 2 (60.00 HP, 3 phase, code F, loaded motor, w/ A.T.L. starting) Rated motor torque from full voltage starting = 78.90/a 1 48.00 59.00 0.81 111.30 318.00 Step Totals 83.70 93.00 0.90 156.86 387.58 11.18 2.04 0.6 %/0.6 %/0.6% Cum, Totals 150.40 171.05 0.88 Step #3 Lead Step #3 Heater (10.00 kW misc. load) 1 10.00 10.00 1.00 10.00 10.00 Misc Motor Loads (8 -00 HP, 3 phase, code G, loaded motor, w/ A.T.L. starting) Rated motor torque from full voltage starting = 95.5% 1 6.94 8.86 0.78 25.51 47.60 UV PP -1 (27.00 kW misc. load) 1 27.00 27.00 1.00 27.00 27.00 Step Totals 43.94 44.28 0.99 62.51 74.32 2.26 0.62 0.6 %/0.61%/0.6% Cum. Totals 194.34 215.34 0.90 Grand Totals 194.34 215.34 0.90 0.6 0/6/0.6 %/0.6% Program Version Database Version Project Created Project Last Saved Report Created 8.2.0 1.18 February 24,2005; 04:10:08 PM March 1, 2005;10:49:47 AM March 1, 2005; 12:01:21 PM Project Created By Tom Kirsch r CALIF -"!A DYNAMICS CORP. 5572 ALHAbBRA AVE. LOS ANGELES, CA. 90032 -3108 PH (323) 223 - 3882 FAX (323) 223 - 7941 ema8: caldyn@earthink.net JOB NAME: CUSTOMER: EQUIPMENT 1`JUZK : Protection Required ANCHOR TYPE:HILTI KB- ANCHOR QUANTITY:6 ANCHOR SHEAR RATING:3 EMBEDMENT:5 INCHES SPECIAL INSPECTION:NO M —X j K= 36 L= 79.2 M= 75 Q Line I VVFESS /pNq! 1 M,q,V� 4, NO. v rn C037 1 qlF OF C AO Horizontal CPH :.45 5 PLAN SCHEMATIC OF EQUIPMENT H 0 Line -v Anchor Bolt AB Structural Integrity of Restraining Elements for Earthquake Protection ANCHORS File 70 10/31/01 DATE:JUNE 02,2004 WEIGHT:28100 Vertical CPV :.15 ANCHOR SIZE:5 /8 INCH ING BASIS:ICBO ER -4627 OR PULLOUT RATING:1335 RETE STRENGTH:3000 PSI ELEVATION CPvw 1 Phw w SEE TYPICAL ANCHOR BOLT AB Horiz Shear Load /Anchor CphW /T .45 X 28100 / 6 = 2108 Shear Rating /Shear Load 3125 / 2108 = _ I K X -X Vertical Pullup at AB Quan of Anchors on Q Line,q = 2 Uplift CpvW /T - W/T ( .15 X 28100 / 6 ) -( 28100 / 6 ) + -3981 Pri Overturn CphWK /Lq .45 X 28100 X 36 /( 79.2 X 2 ) + 2874 X -X Pullup Load = -1107 Pullout Rating /Pullup Load 1335 / -1107 = Y -Y Vertical Pullup at AB Quart of Anchors on R Liner = 3 Uplift CpvW /T - W/T ( .15 X 28100 / 6 ) -( 28100 / 6 ) + -3981 Pri Overturn CphWK /Mr .45 X 28100 X 36 /{ 75 X 3 ) + 2023 Y -Y Pullup Load = -1958 Pullout Rating /Pullup Load 1335 / -1958 = Sum of reciprocals of Shear and Pullout Safety Factors COMBINED LOADING to be less than 1.00 X -X Direction ( 1 / 1.48) + (NEG, SET =O) = 0.67 Y -Y Direction ( 1 / 1.48) + (NEG, SET =O) = 0.67 Floor line Safety Factors 1.48 OK NEG OK NEG SAN DIEGO AIR POLLUTION CONTROL DISTRICT PERMIT / REGISTRATION APPLICATION APPLICATION INSTRUCTIONS - FORM APCD 16 GENERAL 1. The owner or designated agent must complete and sign this multi -copy form and file it with one copy of all attachments, required supplementary forms, drawings and the appropriate fee. 2. The appropriate fee (payable to "County of San Diego APCD ") must be submitted with this Permit/Registration Application. Application processing will not begin until the full required fee has been received. Excess fees will be refunded upon completion of the application process. If you do not know the appropriate fee or need to discuss the information required, please contact the District at (858) 650 -4700 and ask for assistance in determining an application fee. REASON FOR SUBMITTAL OF APPLICATION 1. New Installation - check if you are installing equipment that does not currently have a District Permit to Operate. 2. Existing Unpermitted Equipment or Rule 11 Change - check if applying for installed existing equipment that is currently unpermitted or equipment that is now subject to District Rules due to Rule 11 changes. 3. Modification of Existing Permitted Equipment - check if you are making a change to equipment with a current District Permit to Operate. (List affected PO #(s) on line 12) 4. Amendment to Existing Authority to Construct or Permit/Registration Application - check this line if you are amending a previously submitted application form or if amending a current Authority to Construct. (List affected Application #(s) on line 12) 5. Change of Equipment Location - check if you are moving non - portable equipment with a current District Permit to Operate. (List affected PO #(s) on line 12) 6. Change of Equipment Ownership - check if you are now the owner of equipment with a current District Permit to Operate under a different owner. (List affected PO #(s) on line 12) 7. Change of Permit Conditions - check if equipment with a current Permit to Operate requires changes to the existing operating conditions. (List affected PO #(s) on line 12) 8. Change Permit to Operate Status to Inactive - check if you wish to maintain your current Permit to Operate but are not going to operate the equipment. (List affected PO #(s) on line 12) 9. Banking Emissions - check if you are retiring equipment with a current District Permit to Operate and wish to bank the emissions for future credits. (List affected PO #(s) on line 12) 10 Registration of Portable Equipment - check this line if you are applying for registration of portable equipment. 11. Other - check for any action not covered by #(s) 1 thru 10. 12. List affected AP /PO #(s) - if you checked #'s 3 or 5 -9, list current Permit to Operate Number(s) affected or if you checked 44, list existing Application number whether or not an Authority to Construct has been issued. APPLICANT INFORMATION 13 thru 17 are self - explanatory. 18 thru 27 are self - explanatory, complete Items B, C, and D only if different from Item A. EQUIPMENT /PROCESS INFORMATION Check Stationary (e.g. gasoline service site, dry cleaning facility, etc.) or Portable (abrasive blast pot, roofing kettle, etc.) depending upon the type of equipment for which you are filing an application. Also check Yes if the equipment is portable and will operate more than 180 consecutive days at a single site. Otherwise, check No. 28 thru 36 are self - explanatory. INDEMNIFICATION In accordance with District Rule 40(d)(8)(vi), the applicant, to the extent the applicant is at fault in causing liability to the District, shall indemnify the District (including its agents, officers and employees) from any claim, action, liability, or proceeding to attack, set aside, void or annul the applicant's project or any of the proceedings, acts or determinations taken, done or made as a result of the District's processing and/or approval of the project. The applicant's obligation to indemnify shall include, but not be limited to, payment of all court costs and attorneys' fees, costs of any judgments or awards against the District, damages, and/or settlement costs, which arise out of the District's processing and/or approval of the applicant's project, except that an applicant shall only be responsible for indemnifying the District according to the proportion of fault caused by the applicant, as determined by a court. By signing and submitting this application, an applicant agrees to such indemnification. Srta APCD 16 (Rev. 07/04) SAN DIEGO AIR POLLUTION CONTROL DISTRICT 9150 CHESAPEAKE DRIVE, SAN DIEGO CA 92123 -1096 PHONE (858) 650 -4700 • FAX (858) 650 -4659 PERMIT / REGISTRATION APPLICATION FILING THIS APPLICATION DOES NOT GRANT PERMISSION TO CONSTRUCT OR TO OPERATE EOUIPMENT I.MPORTANT REMINDERS: Read instructions on the reverse side of this form prior to completing this application. Please ensure that all of the following are included before you submit the application ❑ Appropriate Permit Fee ❑ Completed Supplemental Form(s) ❑ Signature on Application REASON FOR SUBMITTAL OF APPLICATION: (check the appropriate item and enter Application (AP) or Permit to Operate (PO) number if required) L ❑ New Installation 2. ❑ Existing Unpermitted Equipment or Rule 11 Change 3. ❑ Modification of Existing Permitted Equipment 4. ❑ Amendment to Existing Authority to Construct or AP 5. ❑ Change of Equipment Location 6. ❑ Change of Equipment Ownership 7. ❑ Change of Permit Conditions 8. ❑ Change Permit to Operate Status to Inactive 9. ❑ Banking Emissions 10. ❑ Registration of Portable Equipment 11. ❑ Other (Specify) 12. List affected AP /PO#(s): APPLICANT INFORMATION 13. Name of Business (DBA) 14. Nature of Business 15. Does this organization own or operate any other APCD permitted equipment at this or any other adjacent locations in San Diego County? ❑Yes []No If yes, list assigned location ID's listed on your PO's 16. Type of Ownership ❑ Corporation ❑ Partnership ❑ Individual Owner ❑ Government Agency ❑ Other 17. Name of Legal Owner (if different from DBA) A. Eguiument Owner B. Authority to Construct (if different from A) 18. Name 19. Mailing Address 20. City 21. State 22. Phone 23. Name 24. Mailing Address 25. City 26. State Zip ( 1 FAX ( ) C. Permit to Operate (if different from A) Zip ( ) FAX( ) D. Billine Information (if different from A) 27. Phone ( ) FAX ( ) ( ) FAX ( ) EQUIPMENT/PROCESS INFORMATION: Check Type of Equipment: ❑ Stationary ❑ Portable - Will operation exceed 180 days: ❑ Yes ❑ No 28. Equipment Location Address City Parcel No. 29. State Zip Phone ( ) FAX ( ) 30. Site Contact Title Phone ( ) 3 L General Description of Equipment/Process 32. Application Submitted by ❑ Owner ❑ Operator ❑ Contractor ❑ Consultant Affiliation EXPEDITED APPLICATION PROCESSING: ❑ I hereby request Expedited Application Processing and understand that: 33. a) Expedited processing will incur additional fees and permits will not be issued until the additional fees are paid in full (see Rule 40(d)(8)(iv) for details). b) Expedited processing is contingent on the availability of qualified staff. c) Once engineering review has begun this request cannot be cancelled. d) Expedited processing does not guarantee action by any specific date nor does it guarantee permit approval. I hereby certify that all information provided on this application is true and correct. 34. SIGNATURE Date 35. Print Name Title 36. Company Phone ( ) E -mail Address APCD USE ONLY AP # ID # Cust. No. Sector: UTM's X Y SIC Receipt # Date Amt Rec'd $ Fee Code Engineering Contact Fee Code AP Fee $ T &M Renewal Fee $ Refund Claim # Date Amt S Application Generated By NV# NC # Other Date Inspector 07.04 TW/jfo 2 3 4 5 6 7 s 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SAN DIEGO AIR POLLUTION CONTROL DISTRICT SUPPLEMENTAL APPLICATION INFORMATION FEE SCHEDULE 34A -J Company Name: _ Equipment Address: Reason for submitting application: ❑ Existing Unit, Date of Installation ❑ Replacement of Existing Unit; A. EOUIPMENT DESCRIPTION San Diego APCD Use Only Appl. No.: ID No.: ❑ Compliance with 2004 Diesel Engine ATCM ❑ New or Additional Unit Engine Mfr.: Model: S/N: Engine hp Rating: Fuel Type: ❑ diesel* ❑ natural gas ❑ gasoline Combination of fuels (specify) Engine Equipment: ❑ turbocharger ❑ aftercooler ❑ 4- degree retard of fuel injection ❑ exhaust gas recirculation ❑ lean burn ❑ pre- chamber combustion ❑ air /fuel controller ❑ diesel particulate filter (attach manufacturer's specification for efficiency, and/or ARB verification.) ❑ other add -on control technology (attach manufacturer's specification for efficiency, and/or ARB verification.) (Specify) ❑ crankcase (blow -by) emission control equipment (Specify) Model Describe any in stack emission control and/or monitoring devices. (i.e., catalytic converter) * Diesel fuel must be Certified California Diesel (CARB Diesel). 24 B PROCESS DESCRIPTION 25 Engine Drives: ❑ compressor cfm 26 ❑ generator kw 27 Equipment is: ❑ portable ❑ stationary 28 ❑ peak shaving electrical supply 29 ❑ emergency electrical supply 30 ❑ pump gpm ❑ other (specify) ❑ continuous service ❑ cogeneration ❑ used at anytime Rev. 12/16/04 - jfo 1 of 3 (34A -J) OVER 30 C 31 32 33 34 35 36 37 38 39 40 41 42 OPERATING SCHEDULE (typical) Equipped with a non - resettable hour meter? ❑ yes ❑ no D. FUEL CONSUMPTION AND EMISSIONS ( @100% Load) Liquid Fuel: gal/hr gaUwk gal /yr Gaseous Fuel: gal/hr gal /wk gal /yr /hr /wk /yr Exhaust Emission *: LB /HR HP -HR HR PPM Carbon Monoxides CO Nitrogen Oxides Ox Hydrocarbons HC on CH4 Sulfur Oxides SOx 12% CO2 Particulate Matter PM *Please attach manufacturer's specifications or source of exhaust emission data. Exhaust Temperature Fuel Supplier: Fuel Sulfur Content: Fuel Sulfur Content: Engine year of manufacture: CARB Certification No.: EPA Certification No.: OF % Sulfur (% wt. as S. (Liquid Fuel)) % Sulfur (% vol. as H2S (Gaseous Fuel)) 43 E. RULE 1200 TOXICS EVALUATION: 44 FACILITY SITE MAP Please provide a copy of a Thomas Bros. Map showing the geographic location of your 45 facility. This helps by making it possible for the District to use a Geographic Information System to identify community 46 residents and workers who may be impacted by emissions from your facility. 47 PLOT PLAN Please also provide a facility plot plan or diagram (need not be to scale as long as distances of key 48 features from reference points are shown) showing the location of emission point(s) at the facility, property lines, and the 49 location and dimensions of buildings (estimated height, width, and length) that are closer than 100 ft. from the emission 50 point. This diagram helps by making it possible for the District to efficiently set -up the inputs for a health risk evaluation. 51 Inaccurate information may adversely affect the outcome of the evaluation. 52 EMISSION POINT DATA Determine if your emission source(s) are ducted sources or if they are unducted/fugitive 53 sources and provide the necessary data below. (Examples of commonly encountered emission points: Ducted or Stack 54 Emissions - an exhaust pipe or stack, a roof ventilation duct; Unducted Emissions - anything not emitted through a duct 55 pipe, or stack, for instance, an open window or an outdoor area or volume.) 56 Rev. 12/16/04 2 of 3 (34A -J) 56 1. Ducted or Stack Emissions (For 1 or more emission noints). Estimate values if you are unsure 57 58 59 60 61 62 63 64 65 66 67 68 69 70 Parameter Point #1 Point #2 Point #3 Point #4 Point #5 Point #6 Height of Exhaust above ground ft Stack Diameter or length/width) ( ft Exhaust Gas Temperature* °F Exhaust Gas Flow actual cfin or fps) Is Exhaust Vertical Yes or No Rainca ? one, Flapper Valve, Rainca Distance to Property Line +/- 10 ft * Use "70 °F" or "Ambient" if unknown 2. Unducted Emissions (For 1 or more emission points). Estimate if you are unsure Describe how unducted gases, vapors, and /or particles get into the outside air. Provide a brief description of the process or operation for each unducted emission point. If unducted emissions come out of building openings such as doors or windows, estimate the size of the opening (example — 3 ft x 4 ft window). If unducted emissions originate outside your buildings, estimate the size of the emission zone (example - paint spraying 2' x 2' x 2' bread boxes). 71 RECEPTOR DATA A receptor is a residence or business whose occupants could be exposed to toxic emissions from 72 your facility. In order to estimate the risk to nearby receptors, please provide the distance from the emission point to the 73 nearest residence and to the nearest business. 74 Distance to nearest residence ft 75 Distance to nearest business ft 76 Distance to nearest school ft 77 Name of Preparer: Title: 78 Phone No.: ( ) E -mail: Date: NOTE TO APPLICANT: Before acting on an application for Authority to Construct or Permit to Operate, the District may require further information, plans, or specifications. Forms with insufficient information may be returned to the applicant for ,ompletion, which will cause a delay in application processing and may increase processing fees. The applicant should ,orrespond with equipment and material manufacturers to obtain the information requested on this supplemental form. Rev. 12/16/04 3 of 3 (34A -J) Engine Model Number D350 12.1A65 Engine Family 5VPXL12.1ACB Displacement Liters 12.13 Standby Power Rating BHP 527 Rated Speed rpm 1,800 Load Factor 100% 75% 50% 25% 10% Weighted Average g /bhp /h Power BHP 539 405 270 135 54 D2 Cycle NOx + HC /h 2146.1 1724.2 1254.6 630.3 376.3 4.4 HC /h 64.58 63.14 55.22 50.99 51.51 0.218 NOx /h 2082 1661 1199 579 325 4.23 CO /h 216.32 95.57 93.51 106.92 125.34 0.42 CO2 /h 266600 18900 129200 72540 39860 488.3 PM /h 23.85 13.75 15.27 15.81 12.13 0.1 Soot /h 0.05 0.03 0.06 0.13 0.21 0.045 UNITED STATES ENVIRONMENTAL PROTECTION AGENCY WASHINGTON, DC 20460 2005 Model Year Certificate of Conformity Manufacturer: AB VOLVO PENTA Certificate Number: VPX- NR7 -05 -10 Effective Date: 11/29/2004 Date Issued: 11/29/2004 Merrylin Zaw -Mon, Director Certification and Compliance Division Office of Transportation and Air Quality Pursuant to Section 213 of the Clean Air Act (42 U.S.C. section 7547) and 40 CFR 89, and subject to the terms and conditions prescribed in those provisions, this certificate of conformity is hereby issued with respect to the test engines which have been found to conform to applicable requirements and which represent the following nonroad engines, by engine family, more fully described in the documentation required by 40 CFR Part 89 and produced in the stated model year. Nonroad Diesel Engine Family: 5VPXL12.lACB This certificate of conformity covers only those new nonroad compression - ignition engines which conform in all material respects to the design specifications that applied to those engines described in the documentation required by 40 CFR Part 89 and which are produced during the model year stated on this certificate of the said manufacturer, as defined in 40 CFR Part 89. This certificate of conformity does not cover nonroad engines imported prior to the effective date of the certificate. It is a term of this certificate that the manufacturer shall consent to all inspections described in 40 CFR 89.129 -96 and 89.506 -96 and authorized in a warrant or court order. Failure to comply with the requirements of such a warrant or court order may lead to revocation or suspension of this certificate for reasons specified in 40 CFR Part 89. It is also a term of this certificate that this certificate may be revoked or suspended or rendered void ab initio for other reasons specified in 40 CFR Part 89. This certificate does not cover nonroad engines sold, offered for sale, or introduced, or delivered for introduction, into commerce in the U.S. prior to the effective date of the certificate. C.hf ,r.e..~...°1°rr, ma..nS..cr I EXECUTIVE ORDER U- R- 014 -0090 AIR RESOURCES BOARD AB VOLVO PENTA New Off -Road Compression- Ignition Engines Pursuant to the authority vested in the Air Resources Board by Sections 43013, 43018, 43101, 43102, 43104 and 43105 of the Health and Safety Code; and Pursuant to the authority vested in the undersigned by Sections 39515 and 39516 of the Health and Safety Code and Executive Order G -02 -003; IT IS ORDERED AND RESOLVED: That the following compression- ignition engines and emission control system produced by the manufacturer are certified as described below for use in off -road equipment. Production engines shall be in all material respects the same as those for which certification is granted. MODEL YEAR ENGINE FAMILY DISPLACEMENT (liters) FUEL TYPE USEFUL LIFE (hours) 2005 SVPXL12.1ACB 12.1 Diesel 8000 ACCEL LUG PEAK 225 < kW < 450 Tier 2 SPECIAL FEATURES & EMISSION CONTROL SYSTEMS TYPICAL EQUIPMENT APPLICATION Direct Diesel Injection, Turbocharger, Charge Air Cooler, Engine Control Module, Smoke Puff Limiter Generator Set The engine models and codes are attached. The following are the exhaust certification standards (STD) and certification levels (CERT) for hydrocarbon (HC), oxides of nitrogen (NOx), or non - methane hydrocarbon plus oxides of nitrogen (NMHC +NOx), carbon monoxide (CO), and particulate matter (PM) in grams per kilowatt -hour (g /kW -hr), and the opacity -of -smoke certification standards and certification levels in percent ( %) during acceleration (Accel), lugging (Lug), and the peak value from either mode (Peak) for this engine family (Title 13, California Code of Regulations, (13 CCR) Section 2423): RATED POWER CLASS EMISSION STANDARD CATEGORY EXHAUST (91kW -hr) OPACITY HC NOx NMHC +NOx CO PM ACCEL LUG PEAK 225 < kW < 450 Tier 2 STD N/A N/A 6.4 3.5 0.20 N/A N/A NIA CERT - - 5.8 0.7 0.09 - - - BE IT FURTHER RESOLVED: That for the listed engine models, the manufacturer has submitted the information and materials to demonstrate certification compliance with 13 CCR Section 2424 (emission control labels), and 13 CCR Sections 2425 and 2426 (emission control system warranty). Engines certified under this Executive Order must conform to all applicable California emission regulations. This Executive Order is only granted to the engine family and model -year listed above. Engines in this family that are produced for any other model -year are not covered by this Executive Order. Executed at El Monte, California on this ,� }r day of December 2004. Allen L s, Chief Mobil ource Operations Division E L 0 U. E V C0 L c W S � 0 i Q lZ m O a Jo O U r c9 E J ° V- v A O o X C N a Z 4 g z E " z m C LL m 7 C U 7 Lu a a� `-. oyj l N a Lu - o ' m o Qs n. t� l u7 a : c0 o M c7 O 0o a. � a (ED. @D: (ED. m 7O L . O oc C4) ui W N r r fns V � I m O' ti 0 cl O I 4: g CO N O m In O' Ln 1A rn ; li a .�:'�'N O ti Li E cr)'th M;M N:N! E i '• I j rt a ; X75 3 �i ' ao �n : c� ' QUJ .tD u7 M p'O; CL I 1 ib N tD � N O Nt (� N CD :'T a LL .� L I- f� — •-' W O LO LO co T Cl) - co: t1') C m m 2 :I)1 0 WIN N w ct m u tn m li p a I LO p N S r— Lo ' S= i M M co) M N N C� O O1O O O a4' o O CO tr) CIOO LD CCO LO (DD v ' U-i � v - - W, W w W W w N N o O, C N N T T N i C14 T N T w Q Q ¢ Q ¢,d N a� a 0 V C I- co 0 O N ' (D C W NFPA 110 Prototype Testing Certification Generator Set Model No. 350REOZV The prototype standby generator set for the basic model, number indicated above, has been tested to 2002 - published NFPA 110 standards. Components of this generator set have proven compatibility and reliability and are coordinated to operate as a unit. The capability of this unit with its controls and accessories has been tested on a separate prototype model or on the system components of that model and was demonstrated to survive without damage due to common disturbances in actual load circuits. Anticipatory alarms exist within this unit which warn of impending shutdown due to engine over temperature or low oil pressure. A shutdown system designed to protect the engine and alternator is incorporated per the NFPA 110 standard which, upon fault detection, could render the system temporarily inoperative. With these considerations, the indicated generator set model complies with Section 5 -2 of the above standard. Torsional testing verified by a complete computer analysis confirms that the generator set is free of harmful torsional effects in the 1800/1500 rpm +10% operating range. "SONS; "�u,, "�4 JAMES A. SCH WALB E -32832 � 'O SHEBOYGAN � i�9�T IWISCONSIN �� Si 1 lIIIIIli1l1 \1 \U \��`��`�\ Each generator set manufactured to NFPA 110 standards has been factory - tested at rated load and rated power factor. A certified factory -test report is available upon request. K -896 8 /03a GENERATOR START -UP INFORMATION REQUEST Generator system start -ups are typically quoted for Normal working hours and are limited to a single trip to the installation site. Please help us avoid the need to invoice for supplemental visits by insuring that the system is ready for start -up on the initial trip. Any wiring, terminations or other additional work will be billed at our current labor rate in 1 hour increments. PLEASE FAX BACK TO BAY CITYELECTRIC WORKS, INC AT LEAST 48 HOURS PRIOR TO START -UP. FAUX # 619- 938 -8217 Project Name: Customer Name: Phone # Jobsite Phone # Can the power be shutdown for power transfer test? IS THE INSTALLATION COMPLETE? Generator wiring completed? (Heaters, Feeders, Controls wires, etc.) Transfer Switch wired? (Feeders and control) Is Normal power on in the ATS? Is the remote annunciator installed and wired? Is battery charger wired? Is block heater wired? STATUS OF FUEL - Diesel Are all fuel lines connected? Has sub -base tank been filled? Fax # Yes() No() Yes() No() Yes() No Yes O No Yes O No Yes() No Yes O No ( ) Yes() No Yes() No Has the Construction Completion Notice been filed with SDAPCD, allowing operation of the generator in accordance with Rule 24? What date was it submitted? Attach a copy of the APCD permit (Authority To Construct) with this form to ensure startup on the requested date. Requested start/test date: Requested by: Date: Bay City Electric Works, Inc 12208 Industry Rd Lakeside, Ca 92040 SMrev7 -11 -05 KOHLER POWER SYSTEMS Follow the startup checklist on the back of this form. Then complete the form. Startup Notification This form is required for coverage under the Kohler limited warranty and must be completely filled out at Startup Date the time of initial startup. Representatives of the distributor /dealer and owner must sign the notification form. Signing this form represents acceptance of the unit and that all information on the startup mo. day yr. form is correct. Return a copy of the completed form to the Kohler Co. within 60 days of the startup date. Authorized Kohler Representative Performing Startup Owner Name /Unit Location Telephone Telephone Company Name Company Name Address Address of Unit Location City City State State ZIP /Postal Code ZIP /Postal Code Country Country Found -trip miles from nearest authorized Kohler servicing distributor /dealer to the power system equipment: Generator Set and Engine Nameplate Information Generator Set No. 1 Engine No. 1 Generator Set No. 2 Engine No. 2 Serial No. Model No. Spec No. Application Information (one Item In each column must be checked) ❑ Industrial ❑ Residential /Commercial ❑ Mobile ❑ Stationary ❑ Prime ❑ Rental ❑ Standby Transfer Switch, Switchgear, and UPS Nameplate Information ATS No. 1 ATS No. 2 ATS No. 3 ATS No. 4 Switchgear UPS* Serial No. Spec No. Contactor Serial No. Model No. * Fill out the UPS G31 -25 Installation, G31 -21 Prestart, and G31 -22 Startup Checklists Kohler Representative's Name (print) Owner Representative's Name (print) Kohler Representative's Signature and Date mo. day yr. Owner Representative's Signature and Date Mo.-day yr. Form Distribution: Mail WHITE copy to: PINK copy: Distributor Warranty Department, MS 072, Kohler Co., Kohler, WI 53044 YELLOW copy: Owner's Representative K -625 (1 /02c) Generator Set/Transfer Switch Installation Checklist This document has generic content and some items may not apply to some applications. Check only the items that apply to the specific application. Read and understand all of the safety precautions found in the Operation and Installation Manuals. Make the following installation checks before performing the Startup Checklist. Note: Use this form as a general guide, along with any applicable codes or standards. Comply with all applicable codes and standards. Improper installation voids the warranty. Equipment Room or Weather Housing Does Not 9. Was the generator -to- engine alignment performed Yes Apply Does the nameplate voltage /frequency of the ❑ ❑ 1. Is the equipment installed in a fire - resistant room Batteries and DC Electrical System (made of non - combustible material) or in an outdoor ❑ ❑ 26. weather housing? ❑ ❑ 2. Is there adequate clearance between the engine and ❑ ❑ 27. floor for service maintenance? ❑ ❑ 3. Is there emergency lighting available at the Lubrication equipment room or weather housing? ❑ ❑ 4. Is there adequate heating for the equipment room or Do the engine starting cables have adequate length outdoor weather housing? ❑ ❑ 5. Is the equipment room clean with all materials not ❑ ❑ 29. related to the emergency power supply system transfer switch? removed? ❑ ❑ 6. Is the equipment room protected with a fire ❑ ❑ protection system? Engine and Mounting ❑ ❑ 7. Is the mounting surface(s) properly constructed and leveled? ❑ ❑ 8. Is the mounting surface made from non - combustible material? Does Not 9. Was the generator -to- engine alignment performed Yes Apply Does the nameplate voltage /frequency of the ❑ ❑ 25. Is there an exhaust line condensate trap with a drain Batteries and DC Electrical System installed? ❑ ❑ 26. Is the specified silencer installed and are the hanger and voltage? and mounting hardware tightened? ❑ ❑ 27. Is a heat - isolating thimble(s) installed at points ❑ ❑ 34. where exhaust lines pass through combustible Lubrication wall(s) or partition(s)? ❑ ❑ 28. Is the exhaust line free of excessive bends and Do the engine starting cables have adequate length restrictions? Is the backpressure within circuit breakers and /or the emergency side of the specifications? ❑ ❑ 29. Is the exhaust line installed with a downward pitch transfer switch? toward the outside of the building? ❑ ❑ 30. Is the exhaust line protected from entry by rain, ❑ ❑ snow, and animals? ❑ ❑ 31. Does the exhaust system outlet location prevent entry of exhaust gases into buildings or structures? ❑ ❑ 32. Are individuals protected from exposure to high ❑ ❑ temperature exhaust parts and are hot parts safety decals present? AC Electrical System ❑ ❑ 9. Was the generator -to- engine alignment performed ❑ ❑ 33. Does the nameplate voltage /frequency of the ❑ ❑ 17. after attaching the skid to the mounting base? Batteries and DC Electrical System generator set and transfer switch match ❑ ❑ 18. Generator sets with two - bearing generators require and voltage? normal /utility source ratings? Is the battery(ies) filled with electrolyte and alignment. ❑ ❑ 34. Do the generator set load conductors have adequate Lubrication emergency power source? ampacity and are they correctly connected to the Are flexible fuel lines installed between the engine Do the engine starting cables have adequate length fuel inlet and fuel piping? circuit breakers and /or the emergency side of the ❑ ❑ 10. Is the engine crankcase filled with the specified oil? regulator inlet? transfer switch? Cooling and Ventilation ❑ ❑ 35. Are the load conductors, engine starting cables, ❑ ❑ 11. Is the cooling system filled with the manufacturer's battery charger cables, and remote annunciator leads installed in separate conduits? specified coolant/antifreeze and purged of air? ❑ ❑ 36. Is the battery charger AC circuit connected to the ❑ ❑ 12. Is there adequate inlet and outlet air flow (electric corresponding voltage? louvers adjusted and ventilation fan motor(s) connected to the corresponding voltage)? Transfer Switch, Remote Control System, Accessories Y ❑ ❑ 13. Is the radiator duct properly sized and connected to ❑ ❑ 37. Is the transfer switch mechanism free of binding? the air vent or louver? NOTE: Disconnect all AC sources and operate the ❑ ❑ 14. Are flexible sections installed in the cooling water transfer switch manually. lines? ❑ ❑ 38. Are the transfer switch AC conductors correctly Fuel connected? Verify lead designations using the appropriate wiring diagrams. ❑ ❑ 15. Is there an adequate /dedicated fuel supply? ❑ ❑ 16. Are the fuel filters installed? ❑ ❑ 17. Are the fuel tanks and piping installed in accordance Batteries and DC Electrical System with applicable codes and standards? ❑ ❑ 18. Is there adequate fuel transfer tank pump lift and voltage? capacity and is the pump motor connected to the Is the battery(ies) filled with electrolyte and corresponding voltage? ❑ ❑ 19. Is the fuel transfer tank pump connected to the Are the engine starting cables connected to the emergency power source? ❑ ❑ 20. Are flexible fuel lines installed between the engine Do the engine starting cables have adequate length fuel inlet and fuel piping? ❑ ❑ 21. Is the specified gas pressure available at the fuel Is the battery(ies) installed with adequate air regulator inlet? ❑ ❑ 22. Does the gas solenoid valve function? ❑ ❑ 23. Are the manually operated fuel and cooling water valves installed allowing manual operation or bypass of the solenoid valves? Exhaust ❑ ❑ 24. Is the exhaust line sized per guidelines and does it have flexible connector(s)? Is the flexible connector(s) straight? ❑ ❑ 39. Is there a UPS system? If yes, is the UPS installation checklist filled out? ❑ ❑ 40. Is all other wiring connected, as required? Batteries and DC Electrical System ❑ ❑ 41. Does the battery(ies) have the specified CCA rating and voltage? ❑ ❑ 42. Is the battery(ies) filled with electrolyte and connected to the battery charger? ❑ ❑ 43. Are the engine starting cables connected to the battery(ies)? ❑ ❑ 44. Do the engine starting cables have adequate length and gauge? ❑ ❑ 45. Is the battery(ies) installed with adequate air ventilation? Special Requirements ❑ ❑ 46. Is the earthquake protection adequate for the equipment and support systems? ❑ ❑ 47. Is the equipment protected from lightning damage? Generator Set/Transfer Switch Startup Checklist This document has generic content and some items may not apply to some applications. Check only the items that apply to the specific application. Read and understand all of the safety precautions found in the Operation and Installation Manuals. Complete the Installation Checklist before performing the initial startup checks. Refer to Service Bulletin 616 for Warranty Startup Procedure Requirements regarding generator set models with ECM - controlled engines. Does Not Yes Apply ❑ ❑ 1. Verify that the engine is filled with oil and the cooling system is filled with coolant /antifreeze. ❑ ❑ 2. Prime the fuel system. ❑ ❑ 3. Open all water and fuel valves. Temporarily remove the radiator cap to eliminate air in the cooling system. ❑ ❑ 31. Replace radiator cap in step 21. ❑ ❑ 4. Place the generator set master switch in the ❑ ❑ 32. OFF /RESET position. Observe Not -in -Auto lamp and ❑ ❑ 33. alarm, if equipped, on the controller. ❑ ❑ 5. Press the lamp test, if equipped on controller. Do all the alarm lamps on the panel illuminate? ❑ ❑ 6. Open the main line circuit breakers, open the safeguard breaker, and /or remove fuses connected to the ❑ ❑ 35. generator set output leads. ❑ ❑ 7. Turn down the speed control (electronic governor) or speed screw (mechanical governor).* ❑ ❑ 8. Verify the presence of lube oil in the turbocharger, if equipped. See the engine and /or generator set ❑ ❑ 37. operation manual. ❑ ❑ 9. Place the generator set master switch in the RUN position. Allow the engine to start and run for several ❑ ❑ 38. seconds. ❑ ❑ 10. Verify that the day tank, if equipped, is energized. ❑ ❑ 11. Place the generator set master switch in the ❑ ❑ 39. OFF /RESET position. Check for oil, coolant, and exhaust leaks. ❑ ❑ 12. Turn on the water /oil heaters and fuel lift pumps. ❑ ❑ 13. Check the battery charger ammeter for battery charging indication. ❑ ❑ 14. Place the generator set master switch in the RUN ❑ ❑ 41. position. Verify whether there is sufficient oil pressure. Check for oil, coolant, and exhaust leaks. ❑ ❑ 15. Close the safeguard circuit breaker. Adjust the engine speed to 50/60 Hz if equipped with an electronic governor or to 52.8/63 Hz if equipped with a mechanical governor.* ❑ ❑ 16. If the speed is unstable, adjust according to the appropriate engine and /or governor manual.* ❑ ❑ 17. Adjust the AC output voltage to match the load voltage using the voltage adjusting control. See the generator ❑ ❑ 44. set /controller operation manual. ❑ ❑ 18. Allow the engine to reach normal operating coolant temperature. ❑ ❑ 19. Check the operating temperature on city water - cooled ❑ ❑ 45. models and adjust the thermostatic valve as necessary. ❑ ❑ 20. Manually overspeed the engine to cause an engine shutdown (68 -70 Hz on 60 Hz models and 58 -60 Hz on ❑ ❑ 46. 50 Hz models). Place the generator set master switch in the OFF /RESET position.* ❑ ❑ 21. Check the coolant level, add coolant as necessary, and ❑ ❑ 48. replace the radiator cap. Verify that all hose clamps are tight and secure. ❑ ❑ 22. Place the generator set master switch in the RUN ❑ ❑ 49. position. ❑ ❑ 23. Verify the engine low oil pressure and high coolant temperature shutdowns.* ❑ ❑ 24. Check the overcrank shutdown.* ❑ ❑ 25. Place the generator set master switch in the ❑ ❑ 51. OFF /RESET position. ❑ ❑ 26. Open the normal source circuit breaker or remove fuses to the transfer switch. ❑ ❑ 27. Disconnect the power switching device and logic ❑ ❑ 52. controller wire harness at the inline disconnect plug at the transfer switch. ❑ ❑ 28. Manually transfer the load to the emergency source. Does Not Yes Apply ❑ ❑ 29. Close the normal source circuit breaker or replace fuses to the transfer switch. ❑ ❑ 30. Check the normal source voltage, frequency, and phase sequence on three -phase models. The normal source must match the load. ❑ ❑ 31. Open the normal source circuit breaker or remove fuses to the transfer switch. ❑ ❑ 32. Manually transfer the load to the normal source. ❑ ❑ 33. Close the generator set main line circuit breakers, close the safeguard breaker, and /or replace the fuses connected to the transfer switch. ❑ ❑ 34. Place the generator set master switch in the RUN position. ❑ ❑ 35. Check the generator set voltage, frequency, and phase sequence on three -phase models. The generator set must match normal source and load. ❑ ❑ 36. Place the generator set master switch in the OFF /RESET position. ❑ ❑ 37. Open the generator set main line circuit breakers, open the safeguard breaker, and /or remove the fuses connected to the transfer switch. ❑ ❑ 38. Reconnect the power switching device and logic controller wire harness at the inline disconnect plug at the transfer switch. ❑ ❑ 39. Close the normal source circuit breaker or replace fuses to the transfer switch. Place the generator set master switch to the AUTO position. ❑ ❑ 40. Close the generator set main line circuit breakers, close the safeguard breaker, and /or replace the fuses connected to the transfer switch. ❑ ❑ 41. Place the transfer switch in the TEST position (load test or open normal source circuit breaker). NOTE: Obtain permission from the building authority before proceeding. This procedure tests transfer switch operation and connects building load to generator set power. ❑ ❑ 42. Readjust frequency to 50 or 60 Hz with total building loads.* ❑ ❑ 43. Verify that the current phase is balanced for three phase systems. ❑ ❑ 44. Release the transfer switch test switch or close the normal circuit breaker. The transfer switch should retransfer to the normal source after appropriate time delay(s). ❑ ❑ 45. Allow the generator set to run and shut down automatically after the appropriate cool down time delay(s). ❑ ❑ 46. Set the plant exerciser to the customer's required exercise period, if equipped. ❑ ❑ 47. Verify that all options on the transfer switch are adjusted and functional for the customer's requirements. ❑ ❑ 48. If possible, run the building loads on the generator set for several hours or perform the load bank test if required. ❑ ❑ 49. Verify that all the wire connections from the generator set to the transfer switch and optional accessories are tight and secure. ❑ ❑ 50. If there is a UPS system, fill out the UPS prestart checklist and UPS startup checklist. ❑ ❑ 51. Verify that the customer has the appropriate engine /generator set and transfer switch literature. Instruct the customer in the operation and maintenance of the power system. ❑ ❑ 52. Fill out the startup notification at this time and send the white copy to the Generator Warranty Dept. Include the warranty form if applicable. * Some models with electronic engine controls may limit or prohibit adjusting the engine speed or testing shutdowns. Date: / / Customer: Engine: S /N: Spec #: BAY CITY ELECTRIC WORKS, INC. TEST REPORT Repair Order (RO) # Model: S /N: Spec #: Hours Volts L1 Amps L3 I FREQ. % water Oil Remarks L2 LOAD Temp. Press. Stationary Standby and Prime Power One -Year or Two Thousand (2000) -Hour Limited Warranty Your Kohler product has been manufactured and inspected with care by experienced craftsmen. If you are the original consumer, Kohler Co. warrants, for the period indicated below, each product to be free from defects in materials and workmanship. Repair, replacement, or appropriate adjustment at Kohler Co.'s option will be furnished if the product, upon Kohler Co.'s inspection, is found to be properly installed, maintained, and operated in accordance with Kohler Co.'s instruction manuals. A Kohler distributor, dealer, or authorized representative must perform startup. This warranty does not apply to malfunctions caused by damage, unreasonable use, misuse, repair or service by unauthorized persons, or normal wear and tear. Kohler Product Warranty Coverage* Generator Set & Accessories One (1) year or 2000 hours (whichever occurs first) from date of initial startupt Prime Power Generator Set 20 kW or Larger One (1) year or 2000 hours (whichever occurs first) from date of initial startupt *Some restrictions may apply. Contact your Kohler distributor /dealer for full details. tStartup must occur within 24 months of original shipment by Kohler Co. The following will not be covered by the warranty: 1. Normal engine wear, routine tuneups, tuneup parts, adjustments, and periodic service. 2. Damage caused by accidents, improper installation or handling, faulty repairs not performed by an authorized service representative, or improper storage. 3. Damage caused by operation with improper fuel or at speeds, loads, conditions, modifications, or installation contrary to published specifications or recommendations. 4. Damage caused by negligent maintenance such as: a. Failure to provide the specified type and sufficient quantity of lubricating oil. b. Failure to keep the air intake and cooling fin areas clean. c. Failure to service the air cleaner. d. Failure to provide sufficient coolant and /or cooling air. e. Failure to perform scheduled maintenance as prescribed in supplied manuals. f. Failure to regularly exercise the generator set under load (stationary applications only). 5. Original installation charges and startup costs. 6. Starting batteries and the following related expenses: a. Labor charges related to battery service. b. Travel expense related to battery service. 7. Engine coolant heaters, heater controls, and circulating pumps after the first year. 8. Rental of equipment during performance of warranty repairs. 9. Parts purchased from sources other than Kohler Co. Replacement of a failed Kohler part with a non - Kohler part voids warranty on that part. 10. Radiators replaced rather than repaired. 11. Fuel injection pumps not repaired locally by an authorized servicing dealer. 12. Non - Kohler- authorized repair shop labor without prior approval from Kohler Co. Warranty Department. 13. Engine fluids such as fuel, oil, or coolant /antifreeze. 14. Shop supplies such as adhesives, cleaning solvents, and rags. 15. Expenses incurred investigating performance complaints unless the problem is caused by defective Kohler materials or workmanship. 16. Maintenance items such as fuses, lamps, filters, spark plugs, loose or leaking clamps, and adjustments. A Startup Notification form must be on file at Kohler Co. A Startup Notification form must be completed by Seller and received at Kohler Co. within 60 days afterthe date of initial startup. Standby systems not registered within 60 days of startup will automatically be registered by Kohler Co. using the Kohler Co. ship date as the startup date. To obtain warranty service, call 1- 800 - 544 -2444 for your nearest authorized Kohler service representative or write Kohler Co., Generator Service Department, Kohler, WI 53044 USA. KOHLER CO. SHALL NOT BE LIABLE FOR SPECIAL, INCIDENTAL, OR CONSEQUENTIAL DAMAGES OF ANY KIND including, but not limited to, incidental consequential laborcosts, installation charges, telephone charges, or transportation charges in connection with the replacement or repair of defective parts. This is our exclusive written warranty. We make no other express warranty nor is anyone authorized to make any on our behalf. ANY IMPLIED OR STATUTORY WARRANTY, INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS OF PURPOSE, is expressly limited to the duration of this warranty. Some states do not allow limitations on how long an implied warranty lasts, or the exclusion or limitation of incidental or consequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights, and you may also have other rights that vary from state to state. KOHLER. KOHLER CO. Kohler, Wisconsin 53044 POWER SYSTEMS Phone 920-565-3381, Cana a,ph ,Fax 920-459-1646 For the nearest sales /service outlet in the US and Canada, phone 1- 800 - 544 -2444 Koh IerPowerSystems. com TP -5374 12/95 E� I�cI "SINCE 1932" KOHLER.POWER SYSTEMS OPERATING INSTRUCTIONS SAFETY PRECAUTIONS Safety is built into every engine driven generator; however, like any other electro- mechanical device it can present serious threat to life and limb if imprudently operated and maintained. Remember that the best safeguards against accidents are to keep ever mindful of the potential dangers and to always use good common sense. In the interest of safety, some general precautions are presented below - keep these in mind! Warning - High Voltage: Remember that the function of a generator set is to produce electricity and wherever electrical energy is present, there is the potential danger of electrocution. Keep everyone, especially children, away from the set while it is running and take precautions to prevent unqualified personnel from tampering with or attempting to operate your generator set. Have the set and electrical circuits serviced only by qualified technicians. Wiring should be inspected frequently - replace leads that are frayed or in poor condition. Be especially careful not to come in contact with electrical equipment when standing in water or on wet ground or when your hands are wet. Warning - Lethal Exhaust Gas: The engine powering your generator discharges deadly carbon monoxide as part of the exhaust gas when operating. Carbon monoxide is particularly dangerous in that it is odorless but keep in mind that it can cause death if inhaled for even a short period of time. Never operate the generator set inside a building unless the exhaust gas is piped safely outside or operate in any area where exhaust gas could accumulate and seep back inside an occupied building. Avoid breathing exhaust fumes when working on or near the generator set. Warning - Dangerous Fuels: Use extreme caution when handling, storing and using fuels - they are highly volatile and explosive in vapor state. Warning - Automatic Transfer Switch: This system is equipped with an automatic transfer switch and will start automatically. Before working on the generator, or equipment connected to generator, the generator must be disabled. Move the generator control switch to the "Off position; open the generator line circuit breaker; and move the automatic transfer switch operator disconnect switch to the "Off position. OPERATING INSTRUCTIONS 1. Check all fluid levels of engine coolant and lubricating oil. (Caution: Do not remove radiator cap while system is hot.) 2. If any failure lights are lit, correct problem and reset by moving the generator control switch to the "Oft /Reset" position. 3. Automatic Operation: With the generator control switch in the "Auto" position the system will respond to remote start/stop signals from the automatic transfer switch. 4. Test - without load transfer: Placing the generator control switch in the "Run" position will cause the engine generator to start and run unloaded. To stop the unit, move the control switch to either the "Off /Reset" or the "Auto" position. 5. Test - with load transfer: With the generator control switch in the "Auto" position, push and hold the automatic transfer switch "Test' switch for a period exceeding the setting for "Time Delay Engine Start" time delay (normally set at 3 seconds). The generator set will start, reach operating speed, and the load will transfer to emergency. The system will operate on emergency for the time period of the "Time Delay Return to Normal" time delay (normally set at 15 minutes). At the end of this time period, the load will automatically transfer to "Normal" and the generator set will run approximately 5 minutes unloaded for a cool -down period and then automatically stop. Caution: Always reset the generator control switch to the "Auto' position at the completion of testing or maintenance work. For further information, refer to the detailed Operating Instructions provided with the system. For technical support, parts procurement, or maintenance services, contact: BAY CITY ELECTRIC WORKS, INC. 12208 INDUSTRY ROAD LAKESIDE, CA 92040 (619) 938 -8200 2 PROPOSED TESTING PROCEDURES Moonlight Beach Pump Station Rehabilitation Emergency Generator System BCEW #6969 Kohler Generators, including the model 350REOZV being installed for this project, have undergone a stringent prototype test program in accordance with the requirements of NFPA -110. Each production generator set then undergoes load testing prior to shipment from the factory. Finally, Bay City Electric Works, Inc. will inspect the installed generator set in the field, perform the specific tests required by the Kohler Co. to initiate the warranty, and load test the system in accordance with contract documents. In February of 1995 the Kohler Co. Generator Division was registered as meeting the requirements of ISO -9001 for electrical generators, alternators, and automatic transfer switches. Phase 1Phase Prototype Testing Please see the enclosed Kohler Prototype Tested Certification Sheet. Prototypes are built and tested so that component design can be established and documented. After all prototype performance tests have been passed, pre - production models are built and tested to verify production tooling and manufacturing procedures. Some of these pre- production models are then sent to the field for use under actual conditions with constant monitoring by the Kohler Co. The remaining sets are endurance tested by the Reliability Engineering and Quality Assurance group. Only after satisfying all these requirements are Kohler generator sets put into production. The Kohler Co. prototype test program includes the requirements of NFPA -110, Section 3 -2, and the following test: 1. Generator temperature rise per NEMA MG 1 -22, 40, and 16.40. Standby and prime ratings of the generator are established during this test. 2. Maximum power test to assure that the prime mover has sufficient capacity to drive the generator. 3. Voltage regulation and generator transient response to assure that voltage dip, overshoot, and recovery time meet or exceed the requirements of ANSI C84.1. 4. Governor speed regulation under steady state and transient conditions to assure that speed control meets or exceeds the requirements of IEEE Standard 126. 5. Motor starting tests to establish available kVA versus voltage dip. 6. Three -phase symmetrical short test to demonstrate mechanical integrity, ability to sustain short- circuit current, and the functioning of the generator circuit breaker to protect the generator due to it's own high current capability. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT SUBMITTAL NO. PART 1 FOR CONTRACTOR USE FROM (CONTRACTOR) TO (DESIGNER) CONTRACT FOR: (CONTRACT TITLE) s (� L. L t THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC. SECTION) A/E RECOMMEND CITY ACTION NO. (A) (B) (C ) (D �vO.:: T Lr.1�O[ S 1 cAb --t- ' lei iiL .:,47RACT SPECIFICATIONS REQUIRE FACTORY INSPECTION YES NO NEW SUBMITTAL RESUBMITTAL SIGNATURE PART II - FOR DESIGNER USE FROM (DESIGNER) TO C C, L T P6 ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column "C") COMMENTS: OTC, v SIGNATURE DATE PART III - FOR CITY USE FROM TO (CONTRACTOR) ENCLOSURES RETURNED PROVAL,OR DISAPPROVAL INDICATED ABOVE. (See Column'D °) ACT ION OLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for Each item in Column D, Section 1, above) - APPROVED AS SUBMITTED C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. B, AS NOTED D. - WILL BE RETURNED BY SEPARATE CORRESPONDENCE. ON DRAWINGS. RESUBMISSION NOT REOUIRED. • E. - DISAPPROVED. SEE ATTACHED SHEET. NOTE: Approval of hem does not relieve the contractor from complying with all the requirements of the contract plans and specifications. SIGNATURE DATE M16196 `rte Shop Drawing Review Letter To: Falcon General Engineering 572 Collyn Street Vista, CA 92083 ATTENTION: David Pitts General Electrical Requirements Kennedy /Jenks Consultants DATE: SERIAL NO.: SPEC. REF.: PROJECT: K/J JOB No. SUBMITTAL NO. PAGE A. The action(s) noted below have been taken on the enclosed drawing(s) Comment(s): 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www. KennedyJenks.com 19 October 2005 058 -01 16110, 16120, 16124, 16130, 16140,16402,16450 Moonlight Beach Pump Station Rehabilitation 0487115 16110 -01 1 of 1 NR = Not Reviewed Title of Submittal/ Drawing Tab 1 — Conduits Tab 2 — Conductors Tab 3 — Signal Cable Tab 4 — Boxes Tab 5 — Wiring Devices, Limit Switches Tab 6 — Underground Boxes Tab 7 — Grounding Materials B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SDRL ENCL. Owner Kipp Hefner (Encinitas) 1 1 File KIJ SDO File K/J SFO By: (/Tony I. Wakim pApw- proj\2004\0487115.00 moonlight beach \construction\sdrl in progress\16110.01.doc iF -2 Rev. Jan'041 NET = No Exceptions Taken A &R = Amend and Resubmit MCN = Make Corrections Noted RR = Rejected, Resubmit wi Refer to Item Action Comment Manufacturer or Supplier 1 NET - Misc. 2 NET - Misc. 3 NET - Misc. 4 NET - T &B, Hoffman, Steel City 5 NET - Leviton, Allen Bradley 6 NET - San Diego Precast 7 NET - Cadweld Comment(s): 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www. KennedyJenks.com 19 October 2005 058 -01 16110, 16120, 16124, 16130, 16140,16402,16450 Moonlight Beach Pump Station Rehabilitation 0487115 16110 -01 1 of 1 NR = Not Reviewed Title of Submittal/ Drawing Tab 1 — Conduits Tab 2 — Conductors Tab 3 — Signal Cable Tab 4 — Boxes Tab 5 — Wiring Devices, Limit Switches Tab 6 — Underground Boxes Tab 7 — Grounding Materials B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SDRL ENCL. Owner Kipp Hefner (Encinitas) 1 1 File KIJ SDO File K/J SFO By: (/Tony I. Wakim pApw- proj\2004\0487115.00 moonlight beach \construction\sdrl in progress\16110.01.doc iF -2 Rev. Jan'041 CON GENERAL ENGINEERING, INC. __..V STREET VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 058-01 For SECTIONS: 16110, 16120, 161249 161309 161409 164029 16450. GENERAL ELECTRICAL REQUIREMENTS MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: Date: 10/12/2005 Table of Contents 1 TAD A T A m n ®AVERY` READY INDEX" INDEXING SYSTEM 600014 ')Ctnedule 4U C ondU1t Page 1 of 1 -A Gittin(y Soiutinn to Four 1'.Iectrieal Needs. Schedule 40 Conduit I dome I I l_0 I I Schedule 40 Conduit 5.c_he09109 Conduit__ Bell_ F,ntl I I H t FLEC_Pr..oduct I I F `IV.I1tQ HI N A. Protluc; �U. L E"rc•ept Where noteti, all product on this put; e is L.:I_. listed Schedule 40 Conduit - Bell End 11[N. APPROX. �VaLL WT /FT 0.1os 0.162 0.113 0.216 0.133 0.320 0.140 0.434 0.145 0.520 0.154 f-0sgq] 0.216 0.237 0.258 0. FEET PER P K :�(:' 4,400 3,600 3,300 2,250 1.4001 1.108 93( 1.450 88( 1.744 63( 2.067 57( 2.801 38C 3.636 260 5.474 180 * Noll-( 1. -schedule 40 conduit coloplics gill, federal "" mili[ u'y sp,•ci(icatiom hs conforming toll. b51. Note: 2U' Icn�th as ailable nn rcyuc t. Back to lop Send mail to wehtn as - tcf.0 cattte.xinc.cOnt %s it questions or comments ahuut this ,ich site. Last modified: August 26. 2002 httrs•//sanxmi t qnt -,v;nr r `sm /c�t,nn1 t,+ PART NO. 'IZE O.D. I.D. A52AE12 1/2 0.840 0.62: A52AG 12 3/4 A52SA12 1 1.050 0.824 1.315 1.045 A52BC 12 1-1/4 1.660 1380 A52BE12 1-1/2 1.900 1.610 A52CA12 2 2.375 2.067 A52CE12 2 -1/2 2.875 2.469 A52DA12 3 3.500 3.068 A52DE12 3 -1/2 4.000 3.548 A52EA12 4 4.500 4.026 A52FA12 5 5.563 5.047 A52GA12 6.625 6.065 ' A52JA12 C 8 J 8.625 7.981 11[N. APPROX. �VaLL WT /FT 0.1os 0.162 0.113 0.216 0.133 0.320 0.140 0.434 0.145 0.520 0.154 f-0sgq] 0.216 0.237 0.258 0. FEET PER P K :�(:' 4,400 3,600 3,300 2,250 1.4001 1.108 93( 1.450 88( 1.744 63( 2.067 57( 2.801 38C 3.636 260 5.474 180 * Noll-( 1. -schedule 40 conduit coloplics gill, federal "" mili[ u'y sp,•ci(icatiom hs conforming toll. b51. Note: 2U' Icn�th as ailable nn rcyuc t. Back to lop Send mail to wehtn as - tcf.0 cattte.xinc.cOnt %s it questions or comments ahuut this ,ich site. Last modified: August 26. 2002 httrs•//sanxmi t qnt -,v;nr r `sm /c�t,nn1 t,+ Schedule 40 Std Radius Elbows 1 Fitting Solution t0 YOue Electrical Needs. Schedule 40 Std Radius Elbows - Bell End Plain End (90", a)° & 3O ") & Belled End( 0" & 45") S All product on this page is UL listed. 90° Elbows - Bell End Page 1 of 2 TOP 451 Elbows - Bell End PART STD. UPC -ITF PKG. PRICE NO. SIZE PKG. 3 00 88700 WT. PER 100 5233763 1/2 50 012012 5.00 3( 5233764 3/4 25 012029 3.00 3; 5233765 1 25 01203 6 5.00 51 5233766 1 114 25 537393 9.00 8• 5233767 1 1/2 20 537409 9.00 9; 5233768 2 10 537416 8.00 1,3E 5233769 21/2 20 537423 28.00 2,4 5233770 -J�- 8 537430 16.00 4,1, 5233771 31/2 5 537447 14.00 5,6' 5233772 4 20 537454 79.00 6,65 5233773 5 30 537461 18.00 12,2• �- - 5233774 6 25 -- 537478 - 9.00 17M http:// www .cantexinc.com/sch40stdbe.htm 11/26/2003 PART NO. 5233823 5233824 S1IF ' ' 1/2 3/4 SID. PKG. 50 35 UPC - ITN',_ 3 00 88700 011954 011961 _ PKG. ��'7 . 6.00 6.00 P121CF. PER 100 30 34 5233825 5233826 5233827 5233828 5233829 5233830 1 1/ 1 1/2 2 2 1/2 3 31/2 20 30 30 15 18 14 12 011978 8.00 53 53766 9 53767 6 17.00 22.00 72 98 537683 537690 537706 53771 3 18.00 1,31 38.00 2,34 46.00 4,03 54.00 5,35 5233831 5233832 4 53772 0 64.00 6,82 5233835 5 - -10- -� I 537744 31.00 12,96 5233834 L=� ��-3- 1J�3773 7 17.00 20,73 TOP 451 Elbows - Bell End PART STD. UPC -ITF PKG. PRICE NO. SIZE PKG. 3 00 88700 WT. PER 100 5233763 1/2 50 012012 5.00 3( 5233764 3/4 25 012029 3.00 3; 5233765 1 25 01203 6 5.00 51 5233766 1 114 25 537393 9.00 8• 5233767 1 1/2 20 537409 9.00 9; 5233768 2 10 537416 8.00 1,3E 5233769 21/2 20 537423 28.00 2,4 5233770 -J�- 8 537430 16.00 4,1, 5233771 31/2 5 537447 14.00 5,6' 5233772 4 20 537454 79.00 6,65 5233773 5 30 537461 18.00 12,2• �- - 5233774 6 25 -- 537478 - 9.00 17M http:// www .cantexinc.com/sch40stdbe.htm 11/26/2003 Couplings i�ittirl,� Sz�?11tiu❑ to YOUI- Electrical Needs. Couplings httn'//www rantexinr rnm /n rnlnac htm Page 1 of 2 1 n/1 G /)nnI PVC Schedule 40 Couplings A connector used to join lengths of conduit pipe. The fitting consist of two female ends with a center stop. Both pieces of pipe VL should seat at the stop for proper positioning. Part Carton Carton Carton UPC Size No. Qty -A UPC -ITF Weight Cube 088700 30088700 6141623 112 200 6141623U 7.0 0.28 56704 8 LL-- 1/2 200 7.0 0.28 00��000 11 01043 8 6141623R 1/2 50 1.7 0.09 011800 6141623C r 1/2 50 61416238 1.7 0.09 000001 000002 1/2 10 BAG 15 6141624 3/4 125 6141624U 1.7 0.09 568679 568670 6.0 0.28 56705 5 3/4 125 6141624R 3/4 30 6.0 0.28 00001 8 01044 5 1.5 0.09 01181 7 1.5 0.09 000018 00001 9 1.5 0.09 568686 56868 7 6141624C 6141624B r 3/4 3/4 30 6 BAG /5 6141625 1 70 6.0 0.28 56730 7 6.0 6141625U 1 70 6141625R 20 0.28 06103 3 01045 2 1.8 0.09 011824 6141625C 6141626 6141626U 11/4 2p 40 1.8 0.09 061033 061034 6.0 0.28 567314 u 6141626R 1 1/4 1114 40 6.0 0.28 06104 0 01046 9 10 1.5 0.09 011831 6141626C 1 1/4 10 1.5 0.09 061040 06104 1 6141627 11/2 30 5.0 0.28 5.0 0.28 567321 6141627U 1 1/2 30 6141627R 1 1/2 0.9 0.09 061057 010476 01184 8 6141627C 1 1/ �5 0.9 0.09 061 7 05 06105 8 6141628U 2 2 40 40 9.0 0.55 9.0 0.55 06106 4 56733 8 01048 3 6141628R 6141628C 2l_ 2 1 t =J 5 1 1.1 0.09 1.1 0.09 06106 4 011855 061065 6141629 21/2 2-0 8.0 0.55 56734 5 httn'//www rantexinr rnm /n rnlnac htm Page 1 of 2 1 n/1 G /)nnI Couplings 6141629U 2 112 20 8.0 L 0.55 06107 1 01049 0 6141629R 21/2 3 1.6 0.09 061071 01186 2 6141629C 21/2 t� 3 1.6 0.09 06107 2 6141630< 6141630U 6141630C 6141631 3 40 3 40 3 5 31/2 30 27.0 27.0 3.4 30.0 1.82 1.82 O.pg 1.82 061088 061088 56951 6 06108 9 01631 7 061096 6141632 4 20 21.0 1.42 547361 6141632U 4 20 21.0 1.42 568662 56866 3 6141633 1 10 EI�6141634 J 14.5 19.0 1.82 1.82 54737 8 54738 5 PVC fittings fitr electrical applications conform to NEIIA TC and UL514. Back to top Send mail to n_ebmrster�a crntexinccom with questions or comments about this web cite. Last ntodified: August 26, 2002 httn• / /sxmni� r�ritnvinn .�..ml, -. �...1....�. l.t.�, Page 2 of 2 End Bells Page I of 2 A Fittin,'-,oI.!'i-)n (n Youf Electrical Neelih. End Bells [ HmPe 11 LP I I N -V i' Electrical Bgsev J J access hitM. and Conituit Bodies J I C'unduit,Clgmpr. I ( ('emvnt J J E/, hl h, \_YUnntct�ll c C onduit 4 Fittings J (F VVIRO ht t _ J I End Bells J [ C ement I I Standard Radius _ F_IhoH� I I Spc -! Ita_di.us Ell)() s I [ Pull_Elbosrs J I Round Juncti�rn iiox I [Reducers J I Outdo Le l Pical Eud I I Ouldoor._Elecarical Bores I I Fluor Boxe.s and, ccessor es I I female -Adapter, I I pox Adapters I I (uuplillp 111lelerOffsets I (Outdoor Electrical nos )X-Cm ers I I OfrVets I I Junction Box I I Schedule 40 Conduit I I Schedule So Conduit Hume [I I —_ I I _p I I ENT Electrical poxes I ( Access Fitttnas and Conduit nodes J [Conduit Clamps J J Cement) J E7. -FLEX \nn metallic Conduit S___Fittin� I (ENViRO- F'[.h_X I (End Belis J ( Cement I I Standard Radius Elbows I I Special Radius.._F:Ihows J[ 1'ull_Elbn1rs I I Ru_und lunctiun 13ox I I Rlducejx I I Schedule t3Q_PI un,F:nd J ( Outdoor Electrical noses J I Floor_Boses and.,Accessories J ( Female adapters I I Box Adapterrs I ( Coupl_in -s J (deter Offsets J (nytcfaor.h lech'icai nor C'o.vers I I Offsets, I ( Junction_nus J (Schedule 10_C ondu t J (Schedule R0 C onduit J -, w ..el A.." r' Part Size Carton No. Qty End Bells Used in concrete vault walls to provide a safe entrance to the conduit outside. Protects wiring which is being pulled through the vault wall. Carton Carton UPC -A UPC -ITF Weight Cube 088700 30088700 5144003 ' 5144004 1/2 3/4 100 100 3 I 0.14 I 528247 5144005 1 50 3 0.14 0.28 I � 528254 3 5144005U 5144006 ❑ 50 3 0.28 000087 000088 5144006U 1 1/4 50 4 0.28 567130 1 1/4 50 4 0.28 000094 000095 5144007 5144007U 1 1/2 11/2 50 6� 0.28 567147 50 6 0.28 000100 000101 5144008 514400BU 2 2 40 I 5 � 0.28 567154 5144009 21/2 40 I 30 5 I —��— 0.28 000117 000118 5144009U 5144010 21/2 30 ( 7 0.55 0.55 000254 567284 000255 514401OU 3 F3� 50 50 13 1.42 568502 5144011 31/2 50 13 1.42 528314 528315 5144012 4 50 18 24 1.82 1.82 I �- -�J 528322 52833 9 hit,.• /1.�,�,,.,, ...,.,t.�..:.,l..�..,.,1., al�oll� 1,t... kcal OCAL -BLUE Steel Conduit • 1 he Conduit is PVC Coaled Steel. • �?.lue urethane coating over threads. • A minimum .040" (40 mil) PVC coating on the exterior. • A nominal .002" (2 mil) blue urethane on the interior. • ( i for coded thread protectors. • Couplings shipped with conduit are packaged separately Outside Size Diameter Outside Diameter Nominal Wall Thickness Nominal Wall Thickness Nominal Minimum Inches Steel Only With PVC Steel Only With PVC Inside Diameter Cross Section Length Without Weight Metric Size Inches Inches Inches Inches Inches Area in Square Couplings Per Foot Designator' Millimeters Millimeters Millimeters Millimeters Millimeters Inches Feet Pounds Yz .840 Millimeters Meters Kilograms 16 21.3. ' .;' .920 ; :.: 23.3 .104 2,$A 44 3.556, .632 '16.1- .304 ' 9' 11'/" .79 a� 1 050 1 130 172 .3 .03 :: 35 83 7` :287. '`` .107 2.21 2.71 .836 212 .533 9'11t/A" 1.05 1 1.315 13.53, 39 4 `, : 1.395 35 4 .126 9.20 166 1.063 .864 9' 11.. 1.53 1'14 .. 4 Y1 27.0 21.9A' 3.i)2 6953 ..` 1.660 35 42 2 . ° 1.740 941 .133 .173 1.394 1.495 9' 11" 2.01 .35.4 37.97' 91.17,,' � 1Fi 1.900 1.980 .138 3.50. 178 1.624 2.036 9' 11 1 2. 40 2 4:52 41.2 ; 5171 " ' 3.02 112.95 2.375 60.9 2.455 ti2.3 .146 3,20 .186 2.063 3.355 9' 11.1 2%z 2.875 4.72 52 9 , 85 21 3.02 150.60 63 73.0. , ' ., 2.955 75.0 ' .193 .: 4 90 .233 5.91 2.489 4.788 9' low, 5.27 3.500 3.580 fi3.2 121.61 3.01 : : 239.05 ' 78 78 889 90.9 .205 5.20 .245 6.22. ' 3.090 7.393 9' low, 6.83 3 4.000 4.080 76.5'_ 187.78. 3.01 309 63 101 6 103.6. .215 5.46 .255 6.47 3.57 9.866 9' 10Ya" 8.31 8.31 4 90.7 - 250.59 3.00 " 4.500 114.3 4.580 116.3 .225 5.71 .265 4.05 12.730 91 t0Y < <" 9.73 5 6.13 102.9 ', 323.34 ` 3.00 ' 441.04 5.563 119 141.3 �- 5.643 143 3 .245 6.27 .285 7.23 5.073 20.006 9'10" 13.14 6 128.9 508.15 :: 3 00 595.85 6.625 168,3 6.705 9703 .266 (i.75' .306 ' 6.093 28.891 9' 10" 17.46 NOTE- lM h; , and Pounds indicated in boldface type .777 154.8 733.83 3 00 791 67 I A is measure is directly below bold face type 6�con� size designator (ANSI C801- 1994) ca. CERTIFIED C • File 110787 OCAL INC, DIV. OFTHOIAS68ET,, Jonesboro, AN VL LISTED a RIGID STEEL CONDUIT ISSUE NO. HH -9658 c flESTNICTEO FOfl USE WITH TNflEADED FITTINGS ONLY Q Thomas efts �%200p li:l�,,;�,, g Betts Corporation. Specifications are subject to change without notice. www.tnb.com _ B5 o es ry ocal OCAL -BLUE Couplings 'I a = .. -:_, • All couplings are coated with a nominal .002" (2 mil) blue urethane on the interior. ICU • A minimum .040" (40 mil) PVC coating is bonded to the exterior. ° • Couplings have straight threads, not tapered. • Molded ribs on outer coating. • Couplings have pressure - sealing sleeves to protect the connection. 1 + L-BLUE Coupling 1.906 4.9375 0.33 Minimum Total Coupling length of Minimum Length Size Metal Including Sleeve Weight in Inches Inches Inches Pounds Metric Site Designator' Millimeters Millimeters Kilograms 4 1.500 3.7500 0.13 16 38.1 95.25 058 1.532 3.7500 0.19 �3 38.91 9525 0.85 NOTE - Inches and Pounds indicated io bold face type Metric measure is directly below bold face type Metric size designator (ANSI C80.1- 1994). Thomas o efts B6 2002 Thomas & Betts Corporation. Specifications are subject to change without notice. www.tnb.COM 1 }'�rinn 1.906 4.9375 0.33 27 48.41 ` 13970 ,148 1' /a 1.906 5.5000 0.43 35 48.41 :139.70 193 P/z 1.906 5.7500 0.56 48.41 146.05 a 252 2 . 1.937 5.9370 0.77 49.19 - ` 15019 346 2'/z 2.878 6.8780 1.85 3 73.10" . ` - 174.70 .832 ' 3 3.031 7.0310 2.70 78' : 7698 178,58 ' 1.215 311 3.094 7.0940 3.78 91 . 78.58 180.18 `; : 1.701 4 3.188 7.1880 3.08 1 80.97 182.57 1.386 5 3.374 7.3740 5.00 129 85,69' 187.29 ' 2.250 6 3.437 7.4370 8.00 155 87.29 188,89 ' 3.600 NOTE - Inches and Pounds indicated io bold face type Metric measure is directly below bold face type Metric size designator (ANSI C80.1- 1994). Thomas o efts B6 2002 Thomas & Betts Corporation. Specifications are subject to change without notice. www.tnb.COM 1 }'�rinn Qcal • QCAL -BLUE Elbows f; OCAL -BLUE standard and Large Radius Elbows OCAL -BLUE standard and large radius elbows are factory bent to reduce the tilde and wasted materials that can result from field bending. • OCAL -BLUE elbows are fabricated from OCAL coated conduit. • Standard radiuses in 30° 45° 60° and 90' are available for immediate shipment. • Special radiuses and degrees not listed are also available upon request. • Color coded thread protectors. �*- D 1« D Standard Radius Size Inches M 1 1 Radius "R" Inches M Offset "C" Straight End "D" Unbent Length Weight Per Each Inches Metric Size Designator' Inches Millimeters Inches Millimeters Inches Millimeters Inches 11.25 Millimeters 285.75 Pounds Kilograms Ya 16 4.00 101.6 650 165.1 2.12 53.848 0.73 .331 4 21 4.50 114.3 725 184.15 2.75 69.85 12.50 317.5 1.07 485 1 27 5.75 146.05 863 219.202 2.88 73.152 14.75 37465 1.93 1'� 35 7.25 184.15 10.44 265176 319 81.026 17.75 450.85 2.85 .875 1293 1 Yz 41 8.25 209.55 11.63 295.402 3.38 84.785 19.75 501.65 4.26 1.932 2 53 950 241.3 13 31 338,074 3.81 ; 96174 22.50 571.5 6.50 2.948 63 10 50 266.7 16.50 419.1 5.75 146.05 28.00 711.2 11.50 5.216 3 78 13.00 330.2 18.75 476.25 579 147.066 32.00 812.8 18.00 8165 N2 91 15.00 381.0 22.96 583.184 7.96 202.184 39.50 1003.3 26.25 11.907 4 103 18.00 406.4 2318 588.772 7.96 202.184 39.50 5950 76.00 1003.3 15113 1930.4 32.00 14.515 5 129 6 155 24.00 609.6 30.00 762.0 34.90 835.66 43.44 , 1103.376 10.90 276.86 14.40 365.76 70.00 100.00 31 752 45.36 1 LdTge liNaluius 1 1 1 Size R Inches M Radius "R" O Inches M Offset "C" S inches M Straight End "D" U Unbent L Length 1 3" inel. 2 27-78 1 15 3 381.0 2 2' 0" 6 609.6 9 9" 2 228.6 3 3'6" 1 10668 Ina 2 27 -103 1 18 4 457.2 2 2' 4" 7 711 2 1 10" 2 254.0 4 4' 0" a a 121,,.2 1 i " 27 129 2 24 6 609.6 2 2'11" 889.0 1 11" 2 279.4 4 4' 11" 1 14986 G_' ind 27 -155 3 30 762.0 3 3' 5" 1041,4 1 5' - - 0. a or ( 80. 1994). c� 2UU: 1 homas 8 Betts Corporation. Specifications are subject to change without notice. www.tnb.COM Thamasa ells B7 Ocal OCAL -BLUE Nipples & Liquidtight Connectors Nipples C• Nipples are made from coated conduit. 0 • Blue urethane coating over threads. • A minimum .040" (40 mil) PVC coating on the exterior. • A nominal .002" (2 mil) blue urethane on the interior. • Color coded thread protectors. PVC Coated Straight Liquidtight Liquidtight Connectors ST -1/2 • Double coated with a nominal .002" (2 mil) blue urethane on both the interior and exterior, before PVC coating is applied. • A minimum of .040" (40 mil) PVC coating is bonded to the exterior. • Pressure - sealing sleeves are designed to protect the connection. • Available in straight, 45 °, and 90 °. • Ocal uses genuine T &B Liquidtight fittings to insure quality installations. ST -1/2 90 PVC Coated Liquidtight - 90" Angle if Liquidtight - Straight with Ground 5332GR B8 Liquidtight Connectors Pipe Size Pipe Size Nipple Length Inches Metric Size Designator' 2" 50.8 2'/2" 63.5 3" 76.2 31/2" 88.9 4" 5" 6 "' 8"' 10" 12" 101.6 127.0 152.4 203.2 254.0 304.8 %2 16 1/2 16 ST 1/2 ST 1/245 ST 1/2 90 y 21 .. ST 3/4 ST 3/4 45 ST 314 90 1 27 1 27 ST 1 90 1'/4 35 T 1 -1/4 ST 1 -1/4 45 11 /a . i 35 41 T 1- ST 1 -1/2 45 ST 1 -1/2 90 2 11/2 41 ST 2 45 ST 2 90 2'/2 63 ST 2 -1/2 2 53 N/A '. 78 ST 3 ST 3 45 ST 3 90 2'/2 63 N/A N/A N/A 3 78 N/A N/A N/A 3'/2 91 N/A N/A N/A N/A 4 103 N/A N/A N/A N/A 5 129 N/A N/A N/A N/A N/A 6 .. "" 155 N/A N/A , N/A .: N/A N/A PVC Coated Straight Liquidtight Liquidtight Connectors ST -1/2 • Double coated with a nominal .002" (2 mil) blue urethane on both the interior and exterior, before PVC coating is applied. • A minimum of .040" (40 mil) PVC coating is bonded to the exterior. • Pressure - sealing sleeves are designed to protect the connection. • Available in straight, 45 °, and 90 °. • Ocal uses genuine T &B Liquidtight fittings to insure quality installations. ST -1/2 90 PVC Coated Liquidtight - 90" Angle if Liquidtight - Straight with Ground 5332GR B8 Liquidtight Connectors Pipe Size Inches Metric Size Designator' Straight Cat. No. 45 Degree Cat. No. 90 Degree Cat. No. 3A 12 ST 3/8 ST 3/8 45 ST 3/8 90 1/2 16 ST 1/2 ST 1/245 ST 1/2 90 '/4 21 ST 3/4 ST 3/4 45 ST 314 90 1 27 ST 1 ST 1 45 ST 1 90 1'/4 35 T 1 -1/4 ST 1 -1/4 45 ST 1 -1/4 90 1112 41 T 1- ST 1 -1/2 45 ST 1 -1/2 90 2 53 ST 2 ST 2 45 ST 2 90 2'/2 63 ST 2 -1/2 ST 2 -1/2 45 ST 2 -1/2 90 3 78 ST 3 ST 3 45 ST 3 90 4 103 ST 4 ST 4 45 ST 4 90 Vedic size designalor (ANSI C80.1- 1994) Thomas o effs V 2002 Thomas & Betts Corporation. Specifications are subject to change without notice. www.tnb.com ocafCustomer may specify the fitting manufacturer of his choice. QCAL -BLUE Double -Coat Conduit Bodies • C'overs are coated with a molded flange to seal the conduit body. jQ121t • The conduit body is molded with a flat surface on its opening to seal with the cover. o • The conduit body and cover are double coated with a nominal .002 ". m (2 mil) blue urethane on both the interior and exterior, before PVC coating is applied. • A minimum of .040" (40 mil) PVC coating is bonded to the exterior. Form 7 Cover • SCAL pressure - sealing sleeves on all threaded hubs. • Shipped and priced with cover and encapsulated stainless steel screws. • Covers available separately, designate "covers only" and specify correct form or mark. ter Form 8 Cover t Shapes (Fittings shown uncoated) Metric Size Style W. 3i" 1" 1'/." 1Yz" 2" 2Yz" 3 3/z 4 Designator' 16 21 27 35 41 53 63 78 91 103 Form 7 C17 C27 C37 C47 C57 C67 C77 C87 Form C18 C28 C38 C448 C58 C68 C78 C88 Mark 9' C19 C29 C39 C49 C59 C69 C789 C889 C1089 C989 L Form 7 L L37 L47 L57 L67 Double faced -may ay b be used as LL or LR -has 2 openings. s ( Form LB11 I L827 IE17 1. LB47 LB57 L867 LB777 LB87 LB97 LB107 u i f LB Form LB18 LB28 L 38 LB448 LB58 LB68 LB78 LB888 LB98 LB108 Mark 9` LB19 LB29 LB39 L849 LB59 LB69 LB789 LB889 L8989 L81089 Form LL17 LL27 LL37 LL47 LL57 LL67 LL777 LL87 LL97 LL107 LL Form LL18 LL28 LL38 LL448 LL58 LL68 LL78 LL888 Mark 9' LL19 LL29 LL39 LL49 LL59 LL69 LL789 LL889 LL989 LL1089 Form LR17 LR27 LR37 LR47 LR57 LR67 LR777 LR87 LR97 LR107 LR Form LR18 LR28 LR38 LR448 LR58 LR68 LR78 LR888 Mark 9' LR19 LR29 LR39 LR49 LR59 LR69 LR789 LR889 LR989 LR1089 x. of Form T17 T27 T37 T47 T57 T67 T77 T87 T97 T107 * i T Form 8 T18 T38 T448 T58 T68 T78 T88 Mark 9' T19 T29 T39 T49 T59 T69 T789 T889 T989 T1089 Form 7 TB17 TB27 TB37 TB47 TB57 TB67 ' *"e TB Form 8 TB18 T1328 TB38 TB448 TB58 TB68 Mark 9' TB19 TB29 TB39 TB49 E Form 7 X17 X27 X37 X47 X57 X67 X Form 8 X18 X28 X38 X448 X58 X68 Mark T X19 X29 X39 PJOi F fir „hes indicated in boldface type *Metric size designator (ANSI C801-1994), Metri;: ne;asure is directly below bold face type and are also in bold Fat. No. Color Manufacturer B17 G -1 I , G = Gray -1 = T &B R =Red W White Blank = Other Manufacturer = B = Blue ' Custom Colors Available Thomas eats "200:' Thomas & Betts Corporation. Specifications are subject to change without notice. WWW.tnb.com B9 Liquidtight Flexible Steel Conduit JIC TYPE - LT SIZES: 5/16" - 2" SIZES: 2 -1/2" - 6" E Squarelock with Filler Interlock Carton Footage / Part # Reef Footage Trade :Inside WT. _ Size Type Bend (Lbs. )/ Length Gray Black Length' Gray �� Black ,Length ;Gray Black Radius 100 Ft. 1 /4" LT -140 1.0 "__ _ p '250 10002 '5/16" LT -516 1.0" 17 250 10012 3/8" . LT -10 1.5" 20 100 10101 10801500 10103,10803'1000 10104 10804 :1/2 " LT -11 :2.0" 24 100 ;11101 ;.11801 500 11103 :11803 -1000 :11104:11804 LT -12 2.5" 33 100 12102 12802:500 1210412804 1000 1-2110,12810 _. 1 " LT -13 _ 3.0" 53 100 13102 13802,400 E 13104 ` 13804 - - - /4" LT-14 3.5" 68 50 14102 14802 200 14104 :14804 - - - 1/2 LT -15 4.5" 88 50 15102 15802 150 1510415804 - 2" LT-16 5.5" 102 50 16102 16802 :100 11610416804:- _ 2-1/2" LT-17 '8.0" 168 25 117102 17802 275 - 17105- - - - , 3" LT -18 10.0" 252 25 18102 18802 .175 18105 3-1/2" LT -350 11.0" 312 25 18502 - 175 4" LT-19 12.0" 344 '25 ;19102 19502 100 19105:- 5" LT - 500 17.5" 468 25 15502 15582 6" : LT - 600,22.5" 572 25 16602 16682,- , - SIZES: 5/16" - 2" SIZES: 2 -1/2" - 6" E Squarelock with Filler Interlock TYPE - It A general purpose flexible liquidtight steel conduit designed for a variety of installations requiring motion, vibration and bending. It offers good mechanical and moisture protection to enclosed conductors. CONSTRUCTION: The flexible inner core is made from a spiral wound strip of corrosion resistant plated steel. The 1/4 through 2 inch trade sizes are squarelocked formed and, with the exception of the I/4 inch size, contain a nylon cord packing within the convolutions. The larger sizes are constructed with a fully interlocked strip for added strength and to prevent unraveling. A flexible yet durable PVC jacket is extruded over this core creating a liquidtight conduit resistant to most oils, acids and vapors present in industrial environments. Refer to the Chemical Resistance Chart. APPLICATION: This conduit is used extensively in the Machine Tool and other Industrial Environments where flexibility is necessary for installation, maintenance or where vibration and movement most be absorbed. The inherent Sunlight Resistance of PVC enables this product to be used in outdoor applications. Compatible with Standard Liquidtight Connectors, the construction of this conduit conforms to, and is suitable for use with Section] 4.5.4 of the Electrical Standard for Industrial Machinery (ANSI/NFPA -79). J1C - Manufactured in accordance with the dimensions and specifications as outlined by the Joint Industrial Council Standard for Mass Production Equipment and Machine Tools. .NDARD COLORS: ivtachine tool Gray and Black. Other colors available upon request. WORKING TEMPERATURES: -20 °C to 80 °C untile- 222 W. Central Ave. Roselle IL. 60172 (800) 323 -6174 FAX(630) 529 -0482 www.electriflex.com "� THHN r THWN or MTW or T90 Nylon or TWN 75 • 14 AWG - 750 KCMIL 600 Volts • Gas and Oil Resistant DESCRIPTION " Conductor: Bare, soft annealed copper per ASTM B -3. r Sizes 14 - 10 AWG: Solid, bunched. unilay concentric combination unilay or compressed stranded (class C) alternate ASTIVI B-787, ASTM B -3 or *.• ASTM B -8 and UL -83. Sizes 8 - 2 AWG: Concentric, bunched or compressed stranded (class C) alternate ASTM B -787, ASTIVt B -8. UL -83 and UL -1063. ?� Sizes 1 AWG - 750 KCMIL: Concentric, bunched or compressed stranded (class B) ASTM 13-8, UL -83 and UL -1063. �? s� Insulation: High dielectric strength polyvinyl chloride (PVC) per UL -83 and UL -1063. Overall Jacket: Nylon per UL -83 and UL -1063. Cable Identification: 1C) Ink print on jacket for Sizes 14 - 10 AWG (solid conductors): „ "(size) AWG Type THHN or TNWN GAS AND OIL RES tI 600V (UL) or -+ AWM VW- 1 --- A. L W. Corp.- - -C -UL Type T90 NYLON or TWN 75" Ink print on jacket for Sizes 14 AWG - 750 KCMIL (stranded). "(size) AWG (or KCV1Q Type N1TW or THHN or TNWN or GAS AND OIL RES 11600V (UL) orAW1L1 --- A./. W Corp - - -C -UL Type T90 NYLON or TWN 75. "Also "VW -1 "and "FT1 "on sizes 14 through 6 AWG and "for CT USE SUN RES "on sizes 1.0 AWG and larger in black. RATINGS Cables conform to the following standards: UL -83 for THHN -TNWN, UL -1063 for MTW (stranded conductors only), Federal Specification A- A- 59544, NEMA WC -5, UL -758 for AWM Styles 1316 through 1321, 1408 through 1414, 1452 and 1453. CSA C22.2 No. 75. @ G. Notes: 'Allowable ampacity of not more than three conductors in raceway or cable or earth (directly buried), based on ambient temperature of WC (86 °F), per Table 310 -16 of the 1999 National Electrical Code (NFPA 70- 1999). 2Allowable ampacity of Type MTW conductors in cable or raceway per Table 13 -5(a) of the Electrical Standard for Industrial Machinery, NFPA 79 -1997 (ANSI). 'Available on 2,500 reels in black only. "14 - 10 AWG only. "'14 - 10 AWG only 2,500 volts peak for electronic use only. 6 The data listed above is approximate and subject to normal manufacturing tolerances. These constructions are subject to change without notice. 14 { Solid I .015 .004 I .104 15 1 15 60 °C ' 16 1 500S/2500R 600V 12 Solid .015 1 .004 1 .121 i 20 1 20 - 24 500S/2500R 90 °C 10 Solid .020 1 .004 1 .152 1 30 1 30 1 - j 38 500S/2500R -14 i 19 .015 .004 } I .112 1 15 ; 15 ; 15 17 i 500S/2500R J C 19 ( .015 .004 ! .131 20 20 20 26 11 I 500S/2500R 1 19 .020 .004 1 .164 ! 30 1 30 I 30 40 1 500S/2500R j 19 .030 .005 ! .216 50 1 55 I 1 40 i 66 ! 500Si1000R/5000R '' 19 j .030 .005 .253 1 65 75 55 100 j 500R100oR /500oR 19 ! 040 i 006 I 322 i 85 95 70 159 i 500R/1000R/5000R 3 ; 19 1 040 i 006 I 350 100 1 110 1 85 ! 191 500R/1000R/5000R CL tV 19 .040 i .006 j .381 115 1 130 ! 95 241 500R/1000R/5000R 1 19 { 050 007 443 I ! 130 150 I 110 305 500R11000R/5000R 19 050 j .007 1 .483 I 150 170 1 125 377 i 500R/1000R/6000R 2/0 19 1 .050 ! 007 528 j 175 195 j 145 { 468 50oR/100oR/6000R 19 ! 050 007 1 .579 200 1 225 165 581 I 50oR/1000R/5500R 19 i 050 007 i 636 l 230 260 195 I 722 1 500R1100oR4500R 250 37 1 .060 1 .008 .704 j 255 1 290 I 215 860 1 500R/1000R/3500R C" 350 37 ! 37 060 060 I 008 1 .758 285 320 ! 240 ! 1018 i 500R/1000R/3000R I .008 i .808 ! 310 1 350 i 260 i 1180 500R/1000R/2750R 400 37 060 i 008 855 1 335 1 380 I 280 j 1342 1 500R/1000R/2500R -20- 37 060 008 938 380 430 1 320 1661 ! 500RA000Ri2500R 600 61 070 ; 009 1.039 1 420 475 I 355 1 2007 50oR /100oR /2000R 1 61 070 1 .009 1.143 1 475 1 535 400 2497 500Rit000R 1150OR J ` Maximum Conductor Temperature and Voltage Rating Notes: 'Allowable ampacity of not more than three conductors in raceway or cable or earth (directly buried), based on ambient temperature of WC (86 °F), per Table 310 -16 of the 1999 National Electrical Code (NFPA 70- 1999). 2Allowable ampacity of Type MTW conductors in cable or raceway per Table 13 -5(a) of the Electrical Standard for Industrial Machinery, NFPA 79 -1997 (ANSI). 'Available on 2,500 reels in black only. "14 - 10 AWG only. "'14 - 10 AWG only 2,500 volts peak for electronic use only. 6 The data listed above is approximate and subject to normal manufacturing tolerances. These constructions are subject to change without notice. THHN -THWN 75 °C i 75 °C 90 °C 600V MTW ! 60 °C 60 °C 90 °C ' 600V < AWM 1316 to 1321 80 °C i 105 °C 600V AWM 1408 to 1414 600C 60 °C 90 °C 600V" . AWM 1452 to 1453' 800C 1 90 °C 1000V T90 NYLON ! 60 °C 90 °C 600V -- TWN 75 - 75 °C - 600V -W< Notes: 'Allowable ampacity of not more than three conductors in raceway or cable or earth (directly buried), based on ambient temperature of WC (86 °F), per Table 310 -16 of the 1999 National Electrical Code (NFPA 70- 1999). 2Allowable ampacity of Type MTW conductors in cable or raceway per Table 13 -5(a) of the Electrical Standard for Industrial Machinery, NFPA 79 -1997 (ANSI). 'Available on 2,500 reels in black only. "14 - 10 AWG only. "'14 - 10 AWG only 2,500 volts peak for electronic use only. 6 The data listed above is approximate and subject to normal manufacturing tolerances. These constructions are subject to change without notice. Type XHHW -2 • Cross - Linked Polyethylene (XLP) Insulation • 14 AWG - 750 KCMIL • 600 Volt c DESCRIPTION i"'onductor: Bare, soft annealed copper per ASTM B -3. Concen- , bunched or compressed stranded (class B) per ASTM B -8 I UL-44. n opaque separator is applied between the stranded conductor and the insulation to facilitate stripping.) Insulation: Cross - linked polyethylene (XLP) per UL -44. 14 12 10 14 12 10 8 6 4 3 2 1 1/0 2/0 3/0 4/0 250 300 350 100 9- Solid Solid Solid 7 7 7 7 7 7 7 7 19 19 19 19 19 37 37 37 37 37 61 61 Bare Copp Z • 90 C Wet or Dry Cable Identification: Surface print: "(size) AWG (or ACILJIQ Type XHHVI -2 600V (UL) A. L W. Corp.- RATINGS: UL -44, Federal Specification A -A -59544 O Maximum Conductor Temperature and Voltage Rating TYPE D' VOLTAGE XHHW -2 - -900C 9000 600V .030 .030 1 .124 141 251 ! 21 ; - 500Ri2500R .030 i 162 j 301 401 27 38 I 500Ri2500R Where bare (uninsulated) 500R/2500R 030 .152 301 18 ' 500R/2500R .030 175 40t 39 500R,'2500R 19 i conductors, their allowable 500R/2500R .045 045 235 i .275 i 75 ! 5005 j 10008 .045 1 .320 95 99 I 151 1000R 1 045 ' 350 i 110 I 18 i 1000R 045 380 j 130 186 232 10008 ' j 055 440 150 i 300 10008 i .055 .480 170 7 1000R .055 525 1 195 ; 372 461 1000R .055 575 ! 225 I 1000R 055 j .635 260 I 714 10008 065 ! .700 i 290 i 846 10008 .065 .755 i i 320 1 1005 1000R .065 805 I 350 1166 1000R .065 .850 i 380 ! 1000R 065 .935 i 430 1318 ! I 1642 i 1000R 7 I 1.045 475 j 1986 10008 .080 1.145_- l 535 2453 10008 120Si500R 22976 1 1000R Uninsulated and Uncoated • 14 - 4 AWG Solid -in AWG DE$CRffTK W Solid (Sizes 14 - 4 AWG): Soft, annealed bare copper per ASTM B -3. Stranded (Sizes 18 AWG - 500 KCMIL): Soft, annealed bare copper per ASTM B -3. Concentric, bunched or compressed stranded (class B) per ASTM B -8. NOTES: 'Allowable ampacity of not more than three current carrying conductors in raceway or cable, based on ambient temperature of 30 °C (861C) per Table 310 -16 of the 1999 National Electrical Code (NFPA 70. 1999). tUnless otherwise specified, the overcurrent protection for 14 AWG shall not exceed 15 Amperes, 12 AWG shall not exceed 20 Amperes, and 10 AWG shall not exceed 30 Amperes. Stock Colors: Sizes 8 AWG - 750 KCMIL stocked in Black only. Sizes 14 - 10 AWG: Black, Green, Yellow, White, Orange, Brown, Red, Blue Non -stock colors available upon request, consult factory. - 500 KCMIL Stranded RATINGS Cables comform to the following standards: ASTM B -3 for soft, annealed copper wire. ASTM B -8 for concentric -lay compressed stranded copper conductors. Federal Standard A -A -59551 for Wire, Electrical, Uninsulated. 1 ; �1 xa•�, st y� r" wxrcr I - ' t a i NOTES: 22963 14 Solid Where bare (uninsulated) 22961 12 l Solid l 064 13 500S conductors are used with insulated 22959 10 I Solid ,081 I 19 500S conductors, their allowable Solid I 1 02 ! 311 ! 5005 ampar;ties shalt be limited t0 ti at 22954 22952 6 4 Solid .129 ! .162 ( 49 70 1 ! 500S 325S/500R/4000R permitted for the adjacent insulated conductors. (Section 310 -15 the 22967 I 18 i Solid .204 I I 126 200S /5008 of 1999 National Electrical Code 22964 14 7 7 i 046 1 5 I 5000S NFPA 70 -1999. ) 22962 12 1 7 .073 i 092 14 500S 22960 i 10 116 20 500S 22957 8 32 500S 22955 6 7 144 51 ! 50OS /50008 22953 4 7 .181 81 325S,500Ri5000R 22951 3 7 .227 129 j 200S /500R 22950 2 7 .254 167 50OR 22948 1 19 285 324 205 120Si500R 22976 110 19 259 50OR 22977 20 19 326 5008 /t000R 378 .0 19 .405 411 500 R/ f 000R i79 4,0 19 .456 512 518 500R'1000R 980 2 37 643 500R,,1000R .2981 300 37 .558 772 50OR 22982 350 37 925 5008 22983 400 37 .661 1080 50OR 22984 �-- - - - - -- - - 500 - 37 .706 1236 50OR The data - -- - - - listed above is approximate -- - -- - -- .789 _ 1542 _ _ - - 500Ri1000R and subject to normal manufacturing tolerances. These constructions are subiect to channe withni it nntira 1 ; �1 xa•�, st y� r" wxrcr I E THHN/THWN /PVC - Composite Power & Cc DESCRIPTION: Stranded bare copper, PVC insulation with nylon conductor jacket, fillers as needed, black PVC jacket. F NGS: UL listed Type TC, 600 volts, 90 °C dry, 75 °C wet, -383 70,000 and 210,000 BTU. Also meets FT4 /IEEE 1202 ,00 BTU test. )ntrol Cable • (Meets Dupont Spec. SE 33.46) COLOR CODE: ICEA Method 4 with alphanumeric print. Color code charts are located in the back pages of this catalog. 22131 I 12/3 j 14/4 ! .045 .470 185 Long Length Reels 22132 I 10/3 i 14/4 .045 I .515 242 Long Length Reels 22133 8/3 14/4 060 I .650 I 342 ; Long Length Reels 22134 6/3 14/4 060 .715 I 462 Long Length Reels 22135 ! 4/3 ! 14/4 080 j .880 688 Long Length Reels 22136 2/3 i 14/4 i .080 1.005 968 I Long Length Reels THHN /THWN or TFFN /PVC • Control Cable • Shielded DESCRIPTION: Stranded bare copper, PVC insulation with nylon 210,000 BTU. Also meets FT4 1IEEE -1202 70,000 conductor jacket, aluminum mylar tape shield and drain wire, BTU test. & black PVC jacket. COLOR CODE: ICEA Method 3 modified usisng RATINGS: UL listed Type TC, 600 volts, 90 °C dry, 75 °C wet, solid base colors with printed numbers and colors VW -1 (THHN -THWN only) conductors, IEEE -383, 70,000 and per table E -2. ,d114 1 16/2 RD. 1 26/.010 .015 I .004 .045 I .305 ! 55 I Long Length Reels 18118 I 16/3 26/.010 i .015 ! .004 1 .045 .320 70 Long Length Reels 18250 14/3 7/.0242 .015 .004 1 .045 .340 i 95 Long Length Reels 31089 ' 12/3 7/.0305 .015 I 004 .045 .385 ! 120 Long Length Reels 28092 _i 10/3 7/.0385 020 L .004 .045 .455 I 175 Long Length Reels -40TM Shielded Instrumentation C • 16 AWG DESCRIPTION: Stranded tinned copper, separator, E COLOR CODE: ICEA Method 1 solid colors per table insulation, neoprene fillers as needed, stranded tinned copper E -2. Color code charts are located in the back pages of RL drain wire, aluminum /polyester tape shield, black Hypalon jacket. this catalog. RATINGS: UL listed Type TC, 600 volts, 90 °C dry, 75 °C wet, VW -1 conductors, IEEE -383, 70,000 and 210,000 BTU. Also meets FT4 /IEEE -1202 70,000 BTU test. Long Length Reels Long Length Reels .x Wj:4. K ,r s M M 0 z z rn ' <:a wv+K The data listed above is approximate and subject to normal manufacturing tolerances. These constructions are subject to change without notice. 43 THHN/THWN /PVC - Composite Power & Control Cable • (Meets Dupont Spec. SE 33.413) 210,000 BTU. Also meets FT4 /IEEE -1202 70,000 & DESCRIPTION: Stranded bare copper, PVC insulation with nylon COLOR CODE: ICEA Method 4 with alphanumeric black PVC jacket. conductor jacket, fillers as needed, black PVC jacket. print. Color code charts are located in the back pages solid base colors with printed numbers and colors ' F— NGS: UL listed Type TC, 600 volts, 90 °C dry, 75 °C wet, of this catalog. 16/3 -383 70,000 and 210,000 BTU. Also meets FT4 /IEEE 1202 I .015 I .004 7u,il00 BTU test. .320 70 Long Length Reels 18250 14/3 7/.0242 .015 I .004 PART SIZE/NO. CONTROL APPROXIMATE DIMENSIONS APPROX. Wr. STANDARD .... • • NUMBER • O.D. • •y ., 22131 12/3 ; 14/4 .045 .470 j 185 Long Length Reels -: 22132 10/3 14/4 045 .515 j 242 i Long Length Reels i 120 22133 1 8/3 14/4 060 j 650 ! 342 Long Length Reels I ! 10/3 22134 I 6/3 14/4 j .060 .715 1 462 j Long Length Reels I .004 22135 4/3 14/4 .080 .880 i 688 1 Long Length Reels ° 22136 i 2/3 14/4 I 080 i 1.005 �_ -_ 968 Long Length Reels a 4 THHN/THWN or TFFN /PVC • Control Cable - Shielded 1 DESCRIPTION: Stranded bare copper, PVC insulation with nylon 210,000 BTU. Also meets FT4 /IEEE -1202 70,000 & conductor jacket, aluminum mylar tape shield and drain wire, BTU test. black PVC jacket. COLOR CODE: ICEA Method 3 modified usisng RATINGS: UL listed Type TC, 600 volts, 90 °C dry, 75 °C wet, solid base colors with printed numbers and colors VW -1 (THHN -THWN only) conductors, IEEE -383, 70,000 and per table E -2. 18114 16/2 D. j 261.010 j .015 1 .004 �! 045 i .305 I 55 Long Length Reels 18118 16/3 € 26/.010 I .015 I .004 f .045 I .320 70 Long Length Reels 18250 14/3 7/.0242 .015 I .004 .045 I .340 95 I Long Length Reels 31089 12/3 7/.0305 .015 .004 .045 .385 120 Long Length Reels 28092 I ! 10/3 i 7/.0385 .020 I .004 .045 .455 I 175 Long Length Reels -40TM Shielded Instrumentation C • 16 AWG DESCRIPTION: Stranded tinned copper, separator, COLOR CODE: ICEA Method 1 solid colors per table insulation, neoprene fillers as needed, stranded tinned copper E -2. Color code charts are located in the back pages of drain wire, aluminum /polyester tape shield, black Hypalon jacket. this catalog. RATINGS: UL listed Type TC, 600 volts, 90 °C dry, 75 °C wet, VW -1 conductors, IEEE -383, 70,000 and 210,000 BTU. Also meets FT4 /IEEE -1202 70,000 BTU test. UL Long Length Reels Long Length Reels rn M 0 z z W C TTJy The data listed above is approximate and subject to normal manufacturing tolerances. These constructions are subject to change without notice. 43 N.; Oval o Double -Coat FS and FD Series Boxes Boxes installed in conduit systems to accommodate wiring devices, act as pull boxes for conductors, provide openings to make splices and taps, and provide access to e conductors for maintenance and future system changes. • Double coated with a nominal .002" (2 mil) blue urethane on both the interior and ° exterior, before PVC coating is applied. • A minimum .040" (40 mil) PVC coating bonded to exterior. • Pressure sealing sleeves to protect the connection with conduit. Hub Configuration Dead End Feed Thru Hub Right Hub Left FS1 FS FSR1 FSL1 FS2 .•. FSC2 a , FSR2 °, FSl,2:; FS3 Conduit Bodies — — FD 1 FDCt FDR7 „at;FDLi1r D2 Metric Size FDR2 Style Inches Designator* Shallow '/2 16 DS23 F Shallow . ` " ": 21 Shallow i 27 Iron -'Qeep YI ; 16 - Deep �/ 21 Hub Configuration Dead End Feed Thru Hub Right Hub Left FS1 FSC1 FSR1 FSL1 FS2 .•. FSC2 a , FSR2 °, FSl,2:; FS3 FSC3 — — FD 1 FDCt FDR7 „at;FDLi1r D2 FDC2 FDR2 FDL2 FSC 27 - I , _FU 3 FDG3 Metric size designator (ANSI C80.1- 1994). i FS & FD Series Covers Cat. No. Description Material DS23 F Duplex Receptacle Cover Steel •. DS21G' , A4indFlushRecepiacteCnaer Iron DS32G Toggle Switch Cover Iron bS100G Blahk Cover Iron FSR i r �S t t r— Cat. No. Color LB17 G G = Gray, R = Red, W = White.. B = Blue ` Custom Colors Available i ' 1, .: DS21G (Boxes and Covers shown uncoated) 2002 Thomas & Betts Corporation. Specifications are subject to change without notice. wWw.tnb.com DS32G DS100G Thomas o effs B15 kUll zotainiess Steed Continuous Hinge Type 4X •r A Ponrair Compairy CHNFSS Junction Boxes Application Provides unmatched protection for housing electrical components in highly corrosive environments. This enclosure is used in indoor and outdoor settings that are frequently wet or have constant exposure to water, other liquids, or contaminants. Construction • 16 or 14 gauge Type 304 or Type 316L stainless steel • Seams continuously welded and ground smooth, no holes or knockouts • Seamless foam -in -place gasket assures watertight and dust -tight seal See Chapter 11, EMC Enclosures, for information on a related EMC - shielded product. • Stainless steel screws and clamps assure watertight seal • Door removed by pulling stainless steel continuous hinge pin • Weldnuts provided for mounting optional panels and terminal block kits Finish Enclosures are unpainted. Cover and sides of body have smooth #4 brushed finish. Optional stainless steel panels are unpainted. Optional steel panels are White Industry Standards UL 50, File No. E27567:Type 3R,Type 4, Type 4X, and Type 12 (see table) UL 508A, 508, File No. E61997:Type 3R,Type 4, Type 4X and Type 12 (see table) NEMA /EEMACType 3R,Type 4,Type 4X, Type 12, and Type 13 JIC standard EGP -1 -1967 CSA File No. LL42184:Type 4, Type 4X, and Type 12 IEC 60529, IP66 Meets Type 3RX requirements Accessories See Chapter 12, General Accessories Corrosion Inhibitors Fast Operating Junction Box Clamp Lock Kit Panels (see table) Swing -Out Panel Kit Terminal Block Kit Assembly Window Kit Modification Services Program You can customize this product to your unique requirements by specifying from these options: • Enclosure height, width, depth • Holes and cutouts in body, doors, subpanels • Tapped holes in subpanels • Fasteners, mounting channel in enclosure and subpanel • Mounting (adds and deletes) • Doors • Subpanels • Windows • Standard accessories For details, see Modification Services at hoffmanonline.com. To order, contact your local Hoffman sales representative. For information about modifications outside the scope of the Modification Services program, contact your Hoffman sales representative. Standard Sizes Continuous Hinge Type 4X CHNFSS Junction Boxes 052 x 152 x 102) A6P6 4.88 x 4.88 (124 x 124) Catalog Catalog 3.50 3.62 (89) (92) •Stainless 'Steel 0.56 ❑ A8064CHNFSS6 . 14 16 8.00 x 6.00 x 4.00 AflPM (203 x 152 x 102) A81`6 6.75 x 4.88 Number Number Body Cover Box Size Steel Panel Catalog Panel Catalog Panel Size ❑A1008CHNFSS ❑ A1008CHNFSS6 14 16 10.00 x 8.00 x 4.00 Al OP8SS Type 304 Type 316L Ga. Ga. A x B x C Number Number D x E Mounting G H Overall ■A6044CHNFSS ■ A6044CH WSS6 16 ,16 6.00 x 4.00 x 4.00 A6P4SS A6P4 4.88 x 2.88 x 6.75 2.00 L x W F J N T V Y ❑ A606CNNFSS ❑ A606CHNFSS6 (152 x 102 x 102) , 16 16 6.00 x 6 00 x 4 00 A6P6SS Al2P10 (124 x 73) x (171 x 51) 7.50 x 4.94 3.50 3.62 2.38 3.00 0.31 0.56 (191 x 125) (89) (92) (60) (76) , (8) . {14) ❑A8064CHNFSS 052 x 152 x 102) A6P6 4.88 x 4.88 (124 x 124) 6.75 x 4.00 (171 x 102) 7.50 x 6.94 (191 x 176) 3.50 3.62 (89) (92) 2.38 (60) 5.00 0.31 0.56 ❑ A8064CHNFSS6 . 14 16 8.00 x 6.00 x 4.00 AflPM (203 x 152 x 102) A81`6 6.75 x 4.88 8.75 x 4.00 9.50 x 6.94 3.50 3.62 1.38 (127) (8) 5.00 '0.25 (14) 0.62 ❑A1008CHNFSS ❑ A1008CHNFSS6 14 16 10.00 x 8.00 x 4.00 Al OP8SS AWS (171 x124) (222 x 102) (241 x 176) (89) (92) (35) . (127) (6) (16) ❑A12106CHNFSS C1 A12106CHNFSS6 (254 x 203 x 102) 8.75 x 6.88 (222 x 175) 10.75 x 6.00 (273 x 152) 11.50 x 8.94 (292 x 227) 3.50 3.62 (89) (92) 1.38 (35) 7.00 0.25 (178) (6) 0.62 (16) 14 16 12.00 x 10.00 x 6.00 Al2P10SS (305 x 254 x 152) Al2P10 10.75 x 8.88 12.75 x 8.00 13.50 z 10094 5.50 5.62 2.38 9.00 0.25 0.62 ❑A1212CHNFSS 11 A1212CHNFSS6 14 16 12.00 x 12.00 x 6.00 Al2P12SS (273 x 225) (324 x 203) (343 x 278) (140) (143) (60) (229) (6) (16) (305 x 305 x 152) Al2P12 10.75 x 10.88 (273 x 276) 12.75 x 10.00 (324 x 254) 13.50 x 12.94 5.50 5.62 2.38 11.00 0.25 0.62 ❑A1412CHNFSS ❑ A1412CHNFSS6 14 16 14.00 x 12.00 x 6.00 A14P12SS A14P12 12.75 x 10.88 14.75 x 10.00 (343 x 329) 15.50 12.94 (140) (143) (60) (279) (6) (16) 041614CHNFSS 11 A1614CHNFSS6 14 (356 x 305 x 152) (324 x 276) (375 x 254) x (394 x 329) 5.50 5.62 (140) (143). 2.38 (60) 11-000.25 (279) (6) 0.62 (16) 16 16.00 x 14.00 x 6.00 A16P14SS (406 x 356 152) A161`14 14.75 x 12.88 16.75 x 12.00 17.50 x 14.94 5.50 5.62 2.38 13.00 0.25 x (375 x 327) (425 x 305) 045 x 3791 140 0.62 Millimeter dimensions ( ) are for reference only; do not convert metric dimensions [o inch. I ) (143) (60) (330) (6) (16) Panels must be ordered separately. Optional aluminum. zinc - plated and composite panels are also available for most sizes. See General Accessories. ❑ UL 50 ■ UL 508A, 508 6.02 Data subject to change without notice s 763 422 2211 FAX 763 422 2600 62003 Hoffman Enclosures Inc. CPO 1.32 34 rtrn j- - 12 rz T- - -I Y 71 mn L 1. (TYP) mm SECTION Y -Y Bulletin A51 S .83 W .62 21 mm 16 I I 1.31 33 mm .38 10 mm C I (FLANGE WIDTH) I I J L _f� — — J PANEL (ORDER SEPARATELY) NOTE: I. Optional panels are 14 gauge steel or stainless steel. 2. Panel screws are #10 -32 pan head. Clamp Bracket Locations BODY A6044CHNFSS A606CHNFSS _—CLAMP N I 1.25 BRACKET �1 t-32 mn BODY 0 01 A8064CHNFSS A100BCHNFSS A12106CHNFSS A1212CHNFSS A1412CHNFSS A1614CHNFSS0 R1.25 I I CLAMP N32 N�- �BKpCK ET 02540 Data subject to change without notice s 763 422 2211 FAX 763 422 2600 ©2003 Hoffman Enclosures Inc. 6.03 t c A Penfao Company Application Provides unmatched protection for housing electrical components in highly corrosive environments. This enclosure is used in indoor and outdoor settings that are frequently wet or have constant exposure to water, other liquids, or contaminants. ide variety of Type 316L stainless steel - iosures are available for applications luiring the additional protection of Type ,16L material. See Chapter 11, EMC Enclosures, for information on a related EMC - shielded product. Stainless Steel Type 4X Enclosures am l Construction • 14 gauge Type 304 or Type 316L stainless steel bodies and doors • Seams continuously welded and ground smooth, no holes or knockouts • Seamless foam -in -place gasket assures watertight and dust -tight seal • Rolled lip around three sides of door and all sides of enclosure opening excludes liquids and contaminants • Stainless steel door clamp assembly assures watertight seal • Hasp and staple for padlocking • Door removed by pulling stainless steel continuous hinge pin • Data pocket is high- impact thermoplastic • Collar studs provided for mounting optional panels • Exterior hardware on Type 316L stainless steel enclosures matches enclosure material Finish Enclosures are unpainted. Door, sides, top, and bottom have smooth #4 brushed finish. Industry Standards UL 508A, 508, File No. E61997:Type 3R, Type 4,Type 4X, and Type 12 NEMA/EEMAC Type 3,Type 3R,Type 4,Type 4X,Type 12, and Type 13 JIC standard EGP -I -1967 CSA File No. LR42186:Type 4,Type 4X, and Type 12 IEC 60529, IP66 Meets Type 3 R requirements Accessories See Chapter 12, General Accessories. Electrical Interlocks Fast Operating Clamp Assembly Lighting Packages Panel Support Kit Panels (see order number table) Rack Mounting Angle Kit Swing -Out Panel Kit Terminal Block Kit Assembly Thermal Accessories Window Kit Modification Services Program You can customize this product to your unique requirements by specifying from these options: • Enclosure height, width, depth • Holes and cutouts in body, doors, subpanels • Tapped holes in subpanels • Fasteners, mounting channel in enclosure and subpanel • Mounting (adds and deletes) • Doors • Subpanels • Thermal management (louvers, fans, filters) • Windows • Standard accessories • Drip shield For details, see Modification Services at hoffmanonline.com. To order, contact your local Hoffman sales representative. NOTE: For information about modifications outside the scope of the Modification Services program, contact your Hoffman sales representative. 6.26 Data subject to change without notice zr 763 422 221 1 FAX 763 422 2600 ©2003 Hoffman Enclosures Inc. • �� 001: Bulletin A4 andard Sizes Stainless Steel Type 4X Enclosures (� O * Steel Panel • Stainless Steel .atalog Number Catalog Number Enclosure Size Catalog Panel Catalog Panel Size Type 304 Type 316E A x B x C Number Number D Clamps Data x E F qty Pocket A16H1206SSLP A16H7206SS6LP 16.00 x 12.00 x 6.00 A16P12 A76P72SS6 13.00 x 9.00 1.25 4 O (406 x 305 x 152) (330 x 229) (32) Small !A A16H1606SSLP A16H1606SS6LP 16.00 x 16.00 x 6.00 A161`16 A16P16SS6 13.00 x 13.00 3.00 4 Small �• (406 x 406 x 152) (330 x 330) (76) � A16H2O06SSLP A16H2O06SS6LP 16.00 x 20.00 x 6.00 A201`16 A20P16SS6 17.00 x 13.00 3.00 4 Small (406 x 508 x 152) (432 x 330) (76) IT A20H1606SSLP A20H1606SS6LP 20.00 x 16.00 x 6.00 A201`16 A20P16SS6 17.00 x 13.00 3.00 4 Small �• (508 x 406 x 152) (432 x 330) (76) A20H2O06SSLP A20H2O06SS6LP 20.00 x 20.00 x 6.00 A20P20 A20P20SS6 17.00 x 17.00 3.00 4 Small (508 x 508 x 152) (432 x 432) (76) Pr A24H2O06SSLP A24H2O06SSSLP 24.00 x 20.00 x 6.00 A24P20 A24P20SS6 21.00 x 17.00 3.00 5 Small m (610 x 508 x 152) (533 x 432) (76) A A24H2406SSLP A24H2406SS6LP 24.00 x 24:00 x 6.00 1 A24P24 A24P24SS6 21.00 x 21.00 3.00 5 Small (610x 610x 152) (533 x 533) (76) lA A16H1208SSLP A16H120BSS6LP 16.00 x 12.00 x 8.00 A161`12 A16P12SS6 73.00 x 9.00 7.25 4 Small (406 x 305 x 203) (330 x 229) (32) IT A201111608SSLP A20H1606SS6LP ; 20:00 x 16.00 x 8.00 A20P16 A20P16SS6 17.00 x 13.00 3.00 4 Small H (508X 406i 203) (432 x 330) (76) _. .. A20H2O08SSLP A20112O08SS61-P 20.00 x 20.00 x no A20P20 A2OP20SS6 17.00 x 17.00 3.00 4 Small (508 x 508 x 203) (432 x 432) (76) A20H2408SSLP A2012408SS6Lp 20:00 x 24.00 x 8.00 A24P20 A24P20SS6 21.00 x 17.00 3.00 5 Small r (508 x 610 x 203) (533 x 432) (76) A24H1608SSLP A24H1608SS6LP 24.00 x 16.00 x 8.00 A24P16 A24P16SS6 21.00 x 13.00 3.00 4 Small (610 x 406 x 203) (533 x 330) (76) 12008SSLP 11, A24112008SSUP 24.00 x 20.00 x 8.00 A24P20 A24P2om 21.00 x 17,00 3.00 5 Small (610 x 508 x; 203) (533 x 432) (76)< �41`12408SSLP A24H2408SS6LP 24.00 x 24.00 x 8.00 A241`24 A24P24SS6 21.00 x 21.00 3.00 5 Small (610 x 610 x 203) (533 x 533) (76) A24H3008SSLP A24N3008SS6LP 24.00 x 30.00 x 8.00 A301124 A30P24SS6 27:00 x 27.00, 3.00 7 Large (610 x 762 x 203) (686 x 533) (76) A3OH2O08SSLP A3OH2O08SS6LP 30.00 x 20.00 x 8.00 A3OP20 A30P20SS6 27.00 x 17.00 3.00 5 Small (762 x 508 x 203) (686 x 432) (76) A30112408SSLP A3OH2408SS6LP 30.00 x 24.00 x 8.00 A3OP24 ' A30P24SS6 27.00 x 21.00 3.00 5 Large M. (762 x 610 x 203) (686 x 533) (76) A30H3008SSLP A3OH3008SS6LP 30.00 x 30.00 x 8.00 A301330 A30P30SS6 27.00 x 27.00 3.00 7 '• (762 x 762 x 203) (686 x 686) (76) Large AA ", ` V1 Millimeter dimensions () are for reference only; do not convert metric dimensions to Continued on next page (n ` Panels must be ordered separately. Optional aluminum inch. and composite are for rM NOTE: Panels have a formed flange along any panels that is available many sizes. See general Accessories. side longer than 21.00 in. (564mm). Panel A24P20 has a flange on all four sides. 1 C e•F Data subject to change without notice m 763 422 2211 FAX 763 422 2600 ©2003 Hoffman Enclosures Inc. 6.27 9 CP Bulletin A4 l 1 B 2 F 1.25 F 62 32 mm 2.00 L x,44 D 1 �0 -- 01,/1T TWO MIDDLE y 16 mm 51 rrm I % — 11 38 mn STUDS 'F B < Y . a8 31 .00 ( 787rmi) Q• _1 0 22 mm 3.38 1 86 mm i F1 PANEL (ORDER II SEPARATELY) IT 88 I X 47 mm DOOR �II 22 mn rrr D VIA X CLAMP C I �.� PADLOCKING I II OMIT TWO rt A -1 81 8 HASP & MIDDLE STUDS 4 6mm A STAPLE �I IF A < 31,00 m 787mm DATA POCKET I �I ii (SEE NOTE 1) I II 0 IIA II L J 1.50 I E 1.50 H 38 rrm 38 mm 3.38 86 mm 62 1.25 _� 16 mm ,44 32 mm 1.50 ,rmm --I�.- � Y 3a r„rn i TWO CLAMPS 30(762mm) OR LARGER MOUNTING BRACKETS SECTION Y —Y NOTES: I. Removable data pocket included (see table for size). Large data pocket 12.00 x 12.00 in. (305 x 305mm); small data pocket 6.00 x 6.00 in. (152 x 152mm). 2. Maximum spacing between door clamps is 15.00 in. (382mm). rev 94 24 GASKET mm 1.16 14 GA. 29 mm 356 mm 1.i- 3 5 CONTINUOUS HINGE C 3:8 -16 COLLAR STUD 94 24 mm 12 GA, x305 mm 19 5 mn ORDER \ PANEL ( MOUNTING SEPARATELY) BRACKET, SECTION ION X —X; 02542 .91 23 rrm 1.38 35 mm (SEE TABLE) ( 19'rrm Data subject to change without notice zr 763 422 2211 FAX 763 422 2600 2003 Hoffman Enclosures Inc. 6.29 I H e�F Vl e�F 0D C ri steel city Square Boxes and Accessories y � 52141 -1/2 i 1 II C ° , ' 52151 -1/2 o— o o 52151.1/2 & 3/4 J u 52151 -3/4 -W oa_� oil �� Quo ° 10 52151 -1/2 & 314 -EWGB l 1 t � 1! Cat. Knockouts No. Ea. Side Ea. End Bottom Brkts. Conduit Conduit Cable 114" deep -with conduit KOs -18.0 cubic inch capacity 52141 -1/2 2 -Y2" 1'/'2" deeP-With conduit KOs -21.0 cubic inch capacity drawn 52151 -1/2 _ 52151 -3/4 3 - 241 52151 -1/2 & 3/4 52151-3/4 52151 -1/2 & 3/4P ( 52151 -3/4 -W 2 -4 52151 -B -1/2 & 3/4' B 2 -!� 52151 -1/2 & 3/4 -EW' & s /4E 52151 -1/2 & 3/4 H 1 -Yz &ME v o 52151 -1/2 & 3/4 -EWGB H 2 -Yz (Ground Bump) 1 'z 52151 -1/2 & 3 /4 -EWGBP H &',4E 0 ° � J (Ground Bump with ` 2 -; a 10!4" Ground Wire) 1-/z �� 52151 -1/2 & 3/4 -EWP` & aE H 2 -,/2 52151-M & 314 -EW 1 -Y2 52151-MS-1/2&3/4- &?/E 0 o Ms , 2 -Y2 1 o 52151 -V -1/2 & 314 " SV & 14E U ° 0 1 -1z 52151- CV -3/4 & 3/E 52151- CV -1/2 & 3/4' CV 2 -3/4 52151 -1/2 & 3/4 -EWP CV 2 -Y2 1 -Y2 Std. Ctn. 3 -!'2" 5 -!'z' 50 3-1.; 5 -h 50 2 �Y' 3 -Y2 50 2-3/ 244 3 -'i 50 2 -Y 3 -Yz 50 1 -3/ 2--Y4 2-3/4 3 YZ 50 2-Y2 3 -11 25 1 -3 2 -Yz & ?bE & 3/4E 2 -Y2 3-Y2 50 1 -Y2 2 -34 Y 4E & 3/4E 2 -Y2 2 -111 50 r 1 —Y'- 2 —h &?/4E &3/E t 2 -% 50 1 -Y2 2 -Yz &3/E &Y<E 2 -Y2 34i 50 1 -Y2 2 -% &3idE &ME 1-Y4 & 3aE & E 2 -Y2 3 -Y2 25., 1-?5 2 -Yz & Y4E & Y44E 2-34' 3 -,,i 125 2 -11 3 -Y2 25 . 1-3/4 2 -Y2 r Go J I �a Jr .A C7 ,1 52151 -V -1/2 & 3/4 52151- CV -3/4 "SV" Bracket "CV" Bracket _ mounted flush mounted flush A2O r-!j ''.(mil ..r 52151- CV -1/2 & 3/4 °" 5 Bi V -1/2 52151 -EF -SSX "C V" Brarket "DVOV" " Bracket mounted flush provides offset 1homas OsBetts ?t 2003 Thomas & Betts Corporation, Specaications are 5ublect to Change without notice. W W W, tnb.com u=> 52151- DV-1/2' & 314 E DV & 3/4E & 3eE _ ®c n 2 -Y2 52151 -EF -SSX SSX &Z .. & 3/aE 25 ...:; & 3/4E d° o U 1 _,2 2 -Y2 2 -!1 25 1-!'z 24i Per U.L. 514-A suitable far use without a bonding jumper in circuits above below All Bracketed Boxes come complete with eccentric knockouts. or 250 vol fs. 52151 -e -1/2& 314 "B" Bracket mounted flush 52151- MS -1/2 & 314 ' Pigtail wire is $12AWG insulated, IOY2' long. For use on 15/e ", 2!4", 3 %P, 4 ", 6" metal studs r Go J I �a Jr .A C7 ,1 52151 -V -1/2 & 3/4 52151- CV -3/4 "SV" Bracket "CV" Bracket _ mounted flush mounted flush A2O r-!j ''.(mil ..r 52151- CV -1/2 & 3/4 °" 5 Bi V -1/2 52151 -EF -SSX "C V" Brarket "DVOV" " Bracket mounted flush provides offset 1homas OsBetts ?t 2003 Thomas & Betts Corporation, Specaications are 5ublect to Change without notice. W W W, tnb.com steel City" t Square Boxes and Accessories y O"'W.-. El Square i t h t Cat. Cu. In. Std. $ No. Raised Description Cap. Ctn. For two devices 52 -C -00 52 -C-17 52 -C -00 — Flat 25 52- C -20 -25 1/4" 23 25 52-C- 17-25 Yi 6.3 25 52 -C -18 3/4' 9.0 25 i 52- C- 18- 5/8 -25 W For dry wall construction 7.3 . 25 52 -C -19 1' 12.0 25 52- C -21.. 11/81. 15.0 25 52 -C -37 1/e' 2.3 25 52 -C -21 For Swivel Covers see Accessories Section on pages A16 and A26. 52 -PS -1 52 -PS-2 52 -PLC -1 52 -PD -2 4" Sgllai6 Bdi Partitions Cat. Sid. No. -Description Cin. For 1W' deep box with square cut tile wall two - device covers 52 -PS -1 For 1/x`., W and 1' raised `covers 25 52 -PS -2 For 11/4',11/x' and 2" raised covers 25 For 214" deep box with square cut tile wall two- device covers 52 -PD -1 For'/?.*, N" and 1` raised covers 25 52 -PD -2 For 11/4 ", 116" and 2" raised covets 25 � o l a a`e e S lE 0 2003 Thomas & Bells Corporation Specifications are subject to change without nonce. www.tnb.COM A27 Ic Steel City 10 Square Boxes and Accessories 52151 -1/2 & 3/4 -EWP • Popular 4 "Square Boxes and Switch Boxes. • Pre- Insalled 1054" Insulated Pigtails. LIM 52 -C -1 52 -C -3 4 0 52 -C -6 SH 1/2 & 314 LA 7 cCC 52 -C -0 52 -C -10 52 -C -14 52 -C -36 A26 Cat. Box Pigtail No. Included Type Included Std. Ctn. 52151 -1/2 & 314 -EWP 52151.1234EW 10r� loW SG' 52151 -1/2 & 3/4 -P 521511234 50 52151-1/2 & 314 -EP 52 1 71 1234E 10',-i" 50 52151 -XP - Yz . - , 10 i' 50 52151 -CVNP _ 522151X C tOh 50 LXWOWP LXWO 25 WOW- to Y 25 LXVP CXWOWP 4.3 8 5 5.3 25 25 25 CXWVP CXWOW CXWV �oY2 25 CXP CX 10Yz 25. 25 52 -C -36 lOYz' 25 Cat. No. Raised Description Cu. In. Cap Std. CID. 52-C-1 SG' :Flat blank 15 52-C-3-25 sib Center blanked with tapped ears on 234" centers 1.0 ?5 `.25. 52-C-3-1)2- - Yz . - , Center blanked with tapped ears on 2Y4* centers 4.3 25 52- C -3 -3/4 s/" Center blanked with tapped ears on 22352' centers 3.0 50 52-C-14 -5/8 s/8" Center blanked with tapped ears on 22b2' centers-., 4.3 8 5 5.3 25 52- C- 3 -1 -1/4 111 /s' Center blanked with tapped ears on 21%2' centers 4 0 : ;,'25 5 - 1' /a" Flat, with Y2" KO.' 7.0 . 25 52 -C -36 1/4" For dry wall construction ' — 100 Cat. Bar Lgth. Slot Std. No. (in.) Description (in.) CID. SH f/2 &314 — Swivel Banger. for 4" Square Boxes _ 25.:' UL Listed for 50 lb. Fixture Support. Cat. No. Raised Description Cu. In. Std. Cap. Ctn. For single device 52 -C -0 — .:.Flat 52 -C -62 SG' Keyed to plaster 15 52 -C -10 1 /o" Offset;: keyed for plaster 1.0 ?5 `.25. 52 -C-13 y2" 52-C-14 I/. 3.0 50 52-C-14 -5/8 s/8" - S.G. 50 52 -C-15 1., 4 0 50 52-0-16 1' /a" , 7.0 . 25 52 -C -36 1/4" For dry wall construction ' 8.3 25 . T.0 25 r1701n,YS c eff 10 2003 Thomas S Betts Corporation. Specifications are subject to change without notice. www.tnb.com p[9mm5fiu,4L SPEGF/[A7I9/1 GRADE r Back and Side Wired 120/277V AC Quiet Switches DESCRIPTION 15 AMP 20 AMP COLOR* Basc Cat. No. Denotes Brown Single -Pole Toggle CS61 -15 CSB1 -20 15A & 20A: I, W. GY, A Double -Pole Toggle CSB2 -15 CS132 -20 15A & 20A: I, W, GY, A 3 -Way Toggle CS83 -15 CSB3 -20 15A & 20A: I, W, GY, A 4 -Way Toggle CS84 -15" CSB4 -20 15A & 20A: I, W, GY, A ' -No Gray Side Wired 1201277V AC Quiet Switches DESCRIPTION 15 AMP 20 AMP .m� COLOR* 06les Brown Single -Pole Toggle Single -Pole Hospital Call Switcht CS115 -2 5501 -8 CS120 -2' 15A & 20A: I, W, GY, A 15A: I Double -Pole Toggle CS215 -2 CS220 -2' 15A: I, W, GY 20A: I, W, GY, A, E Double -Pole Hospital Call Switcht 5502 -8 0 15A: Ivory Only 3 -Way Toggle CS315 -2 CS320 -2' 15A & 20A: I, W, GY, A 4 -Way Toggle CS415 -2 CS420 -2' 15A & 20A: I, W, GY, A Single -Pole, Framed Toggle 54501 -2 54521 -2 15A & 20A: I, W, GY Double -Pole, Framed Toggle 54502 -2*' 54522 -2 15A & 20A: I, W, GY 3 -Way, Framed Toggle 54503 -2 54523 -2 15A & 20A: I, W, GY 4 -Way, Framed Toggle 54504 2 54524 -2 1504: I, W, GY, A 20A: I, W, GY ')ECIFICATIONS & FEATURES tHospital Call Switches turn on when toggle is pulled down; have 3 -foot braided cord. - Large head double -drive combination screws 'Black (Standard, Phillips) for fast wiring "No Gray • Heavy - gauge, rust - resistant steel mounting strap Note: Cat. No. 54501 -2 series is identified in Canada by the following catalog numbers: • Accept copper or copper -clad wire Side Wired Canadian 1201277V AC Quiet Switches • Convenient break-off plaster ears for best alignment DESCRIPTION 15 AMP 20 AMP COLOR ** • Large switch contacts for maximum conductivity • See section T for more technical information See Canadian Color TESTING &CODE COMPLIANCE Single -Pole, Framed Toggle 1101 -C 54521 -2 20A: 1, W, B, G • UL Listed to meet the latest Federal Double -Pole, Framed Toggle 1102 -C 54522 -2 20A: I, W, B, G Specification, WS -896 (File #E -748) • Meets all requirements for NEMA WD -1, ANSI 3 -Way, Framed Toggle 1103 -C 54523 -2 20A: 1, W, B, G • GSA Certified (File #LR -3413) 4 -Way, Framed Toggle 1104 -C 54524 -2 20A: I, W, B, G • NOM Certified ( #057) • Backed by a Limited 10 -Year Warranty `COLOR Basic Cat. Nos. shown above denote Brown color. 0.92 (23.3 mm) 0.92 (23.3 mm) �.�_ Other colors available as listed, add suffix to catalog O O number as follows: Ivory ( -I), White ( -W), Gray (-GY), ® Almond ( -A) 0 "CANADIAN COLOR for cobr selection, add suffix to catalog number as fol- E E E E E E lows: Ivory (-I), White ( -W), Brown ( -B), and Gray ( -% cy M � a E E HORSEPOWER c o = r•S ° m q11.31 ci 15A 20A Q N en+7 V e N 142 @ 120V 1 @ 12W m N t+i v Ci 2 0 240V 2 0 240V o O ® O 1.31 � 0.57 (14.6 mm) 0.58 (14.6 mm) 33.3 mm i (33.3 mm)' - '! !- TOGGLE SWITCH FRAMED TOGGLE W.+ For more information regarding match- Cat. No. CS115 -2, CS120 -2 Cat. No. 54501 -2, 54521 -2 ing wallplates, colors, materials, single and multi -gang, refer to Wallplates, section G. To learn more about Leviton's outstanding offering of devices visit our Website at: www.leviton.com ....Building a Connected World Leviton EZ -Find 52cm -62 + Catalog #: 52CM -62 ,� r�aamu�t UPC# 07847782076 15 Amp, 125 Volt, NEMA 5 -15R, 2P, 3W, Wide Body Duplex Receptacle, Straight Blade, Industrial Grade, Self Grounding, Corrosion Resistant, Back & Side Wired, Nickel- Plated Brass Strap, - Yellow CORROSIOM Selves RESISTANT .- 1)1r4ENS1ONAL'6ATA Ground: W1P1'lG'DI,AGP.AM . Page 1 of 1 Product Features: Ground: Self Grounding Feature: Corrosion Resistant Amperage: 15 Amp Voltage: 125 Volt NEMA: 5 -15R Pole: 2 Wire: 3 Termination: Back & Side Face Nickel - Plated Brass Material: Thermoplastic Nylon Body Material: Thermoplastic Nylon Strap Material: Nickel- Plated Brass Color: Yellow Standards and Certifications: UL Warranty: 10 Year Limited Electrical Specifications Dielectric Voltage Withstands 2000V per UL498 Current Limiting Full Rated Current Temperature Rise Max 30C after 250 cyc OL at 200 pct rated current Mechanical Specifications Terminal ID Brass -Hot, Green - Ground, White - Neutral Terminal Accom. 14 -10 AWG Product ID Ratings are permanently marked on device Material Specifications Face Material Thermoplastic Nylon Body Material Thermoplastic Nylon Strap Material Nickel- Plated Brass Line Contacts Nickel- Plated Brass Triple -Wipe Terminal Screws Nickel- Plated Brass 10 -32 Grounding Screw Nickel- Plated Brass 8 -32 Yoke Nickel- Plated Brass Clamp Nuts Nickel- Plated Brass Ground Clip Nickel - Plated Brass 1E http:// www .levitonhelpdesk.com/catalog/ 10/4/2005 802T Lever Type - Spring Return Plug -in Style Oiltight Switches Range of Operation Travel to Operate Contacts Max Travel / Max Travel Travel to \ / Travel to Reset Reset Switch Switch Without Without Lever Lever and Base Selection Guide— Standard and Low Operating Torque Models Number Travel to Travel to Catalog Number Switch who of Torque to V 0 Operate P Reset Circuits Lever Movement vs. Contact Operation Operate (Max) Contacts (Max) Max Travel Contacts (Max) Switch r Lever and Base 0.29N.m 19° 7° 8027- 8027 -API Clockwise or I (2.61b in) 802 -A5P O 802T•ASP1 O 5° Nominal 2.5° --862T. FP 802T•FP1 Counterclockwise I 30 04 3S"'O a 30 04 0.56N.m (51b in) 9° 3.5° 8027 -HP 802T•HPt 90° Clockwise t of O 2 10J 0 2 t 9Q p 0.29N.m (2.61b in) 13° 18° 7 ° 8027 -A1P 802T•A3P O 802T•A1P1 802T -A3P1 O 3 4 30 0 4 30 0 4 0.56N.m (51b in) 9, 3.5° 802T- H 1 P 802T- H1 P1 Counterclockwise 0.29N.m (2.61b in) 13° 18° 2 7° 8027 -A2P 802T -AQ O 802T•A2PI 1 U)-Q 2 10102 10 Lo 2 30 8027 -A4P1 O 0.56N.m 9° 04 3 4 30 04 (Slb in) 3.5° 802T- H2P 802T• H2PI Clockwise or 1 2 10� 2 1 Counterclockwise I0 Q1Q 2 30 04 3� b 4 30 04 8027 -ALP 0 802T•ALPI 0 Clockwise 10 0 2 to o 2 t O t O 2 0.106N.m 13 ° �° 7° 802T 3 a 3 4 3o 04 (0.941b in) -ALIP 0 802T•ALIPI 0 Counterclockwise 10 1 O 2 10102 10 0 z 8027 -AL2P 0 8027 30 0 4 30 4 30 4 -AL2P1 0 C.IOCk Mse or Counterclockwise 1 2 10 0 2 t 2 30 0 4 3 4 30 0 4 0.45N.m (41b In) 13° 7° 8027 -ATP 802T -ATPI 5 6 5o O 6 5 6 0.79N.m 70 08 7 6 7o o8 (71b in) 9° 3.5° 802T -HTP 802T -HTPI Clockwise io 02 10 102 t j 2 3 4 3 4 34 0.45N.m (41b in) 13' 4 90° 7° 802T -AITP 8027 -A1TPI 0.79N.m (71b in) 9° 3.5° 802T -H1TP 802T•HITP1 50 0 6 50 0 6 5 6 7 8 7 8 70 08 Counterclockwise t 2 10 0 2 t o 0 2 30 0 4 3 a 3 4 0.45N .m (41b in) 130 7° 8027 -A2TP 802T•A2TP1 5 6 5o o 6 50 0 6 0.79N.m 70 08 7 8 7 8 (71b in) 9° 3.5° 802T -H2TP 8027 -H2TPI d Won shalt seal is supplied with these devices. 0 tow operating torque model. Note: Details regarding wiring Allen - Bradley Limit Switches to Allen - Bradley PLCs can be found in publications 8027 -4.0, 4.1, 4.2, and 4.3. Note: For replacement parts, see publication 0802 -6.0. Dimensions —See page 6 -41. Levers —See page 6 -79 for a complete listing of operating levers. Modifications and Accessories —See page 6 -46. 6-40 Allen - Bradley Z Limit Switches 802T Lever Type - Spring Return Plug -In Style Oiltight Switches Dimensions -mm (inches) 43.71 18.92 1 8.74 (0.047) (0578) (1.721) (0.745) 20.6 103.38 (0'344) } (0.611) (4.070) I 19.05 34.93 19.05 (0.750) (1.375) (0.750) 23.37 75.79 1 (0.920) ® + I (2.984) 70.64 (2.781) 112 -14 NPT (2) /10 -32 UNF -20 ® O 59.51 83.72 (2.343) (3.296) 36.50 (1.437) I'll - 42.85 (1.687) 29.36 47.24 112" NPT (1.156) (1.860) Conduit Openng 41.78 (1.625) -� Plug -In Switch Shipping Wt. 0.571kg (1.251b) Levers -See page 6 -79 for a complete listing of operating levers. Modifications and Accessories -See page 6 -46. Allen - Bradley s _v E J v l� Roller Levers Type Roller Catalog Number Material Dia. Width AN Non -Adj. Cast Lever 0.75" Radius Metal 0.75" 0.27" 802T -W9A _ = Non -Aaj. Cast Lever 1.5" Radius RoleronFAW Nylon 0.75" 0.28" 8027 -W1 Nylon 0.75" 1" 8027 -WIN Dual Nylon 0.75" 1 " each 802T -W 1 HH Steel 0.75" 0.25" 8027 -111A Steel 0.75" 0.75" 8027 -WIN Ball Bearing 0.75" 0.23" 802T-WI B Beryllium Pm Capper (N� P) 0.75" 0.28" 802T -WIJ Nylon 0.75" 0.75" 802T -WI L Non Adt Cast Lever 1.5" Radars RoleronRear Nylon 0.75" 0.28" 81127 -WIE Nylon 0.75" ill 8027 -W1 D Nylon 1.5" 0.28" 802T -WIG Steel 0.75" 0.25" 8027 -WIF Steel 0.75" 0.75" 802T -W1C Nylon 0.75" 0.75" 802T -W1M Non -Adj. Steel Lever 20" Radius Roger on Frond Nylon 0.75" 0.28" 802T -W20 Nylon 0.75" 1" 8027 -101201) Steel 0.75" 0.25" 8027 -W20A Steel 0.75" 0.75" 8027 -W20B Ball Beating 0.75" 023" 8027 -W20C Beryllium Copper 0.75" 0.28" 8027 -W20E Non Adj Steel Lever 2.0" Radius Roleron Rear Nylon 0.75" 0.28" 6027 -W20J Nylon 0.75" 1" 8027 -W20K Steel 0.75" 0.25" 8027 -W20L Steel 0.75" 0.75" 8027 -W20M Bap Bearing 0.75" 0.23" 802T -W201N Beryllium Copper 0.75" 0.28" 8027 -W20P N o n A d j S t e e l Lever 21/8" Radius Roller on Front Nylon 0.75" 0.75" 1 " 802T -Wt8 Nylon 0.75" 802T -W18A Non -Adj. Steel Lever 2.5" Radius Roller on Front Nylon 0.75" 0.28" 8027 -W25 Nylon 0.75" 1" 8027 -W25D Steel 0.75" 0.25" 802T -W25A Steel 0.75" 0.75" 8027 -W25B Ball Bearing 0.75" 0.23" 802T -W25C Beryllium Copper 0.75" 0.28" 8027 -W25E Non -Ad. Steel lever 25" Radius Roller on on Rear Nylon 0.75" 0.28" 802T -W25J Nylon 0.75" 1" 8027 -W25K Steel 0.75" 0.25" 802T -W25L Steel 0.75" 0.75" 802T -W25M Ball Bearing 0.75" 0.23" 802T -W25N Beryllium Copper 0.75" 0.28" 802T -W25P Allen- Bradley Limit Switches Operating Levers Type Roller Catalog Number Material Dia. T Width Nylon j 0.75" 0.28" 602T -W30 Nylon 0.75" 1" 8027 -W300 Steel 0.75" 0.25" 8027 -W30A Steel 0.75" 0.75" 802T -W30B Non -Adj. Steel Lever 3.0" Radius Ball Bearing 0.75" 0.23" 8027 -W30C Beryllium Copper 0.75" 0.28" - 802T -W30E Roler on Front Nylon 0.75" 0.28" 802T -W30J Nylon 0.75" 1" 6027 -W30K Steel 0.75" 025" 8027 -W30L Steel 0.75" 0.75" 8027 -W30M Non -Adj. Steel Lever 3.0" Radius Ball Beating 0.75" 0.23" 8027 -111130N Beryllium Copper 0.75" 0.28" 8027 -W30P Roger on Rear Nylon 0.75" 028" 802T -W2 Nylon 0.75" 1" IlkT -W2D -� Nylon 1.5" 0.28" 602T -W2A Steel 0.75" 0.25" 8027 -W2B 8 Ball Bearing 0.75" 0.23" 802T -W2C Steel 1.4" 0.27" 6027 -W2E Adjustable Lever Rubber 1.5" 0.5" 8027 -W2R 1.19" to 3" Radius Beryllium Copper 0.75" 0.28" 802T -NX94 0.75" 8027 -W17 4 4 Nylon 0.28" 1.5" 8027 -W17A Adjustable Lever 1.19" to 4" Radius Nylon; LH. Roller on Front; R.H. Roller on 0.75" 0.28" 8027 -W4 Back ., Steel; LH. Roger on Front; R.H. Roger on 0.75" 0.25" 8027 -W48 Back Nylon; Both Rollers on Front 0.75" 0.26" 802T -W4A Nylon Rollers on Rear 0.75" 0.28 802T -NX115 Nylon; Both Rollers on Front 0.75" 1" 8027 -W4F Fork Lever 1.5" Radius Steel; Both Rollers on Front 0.75" 0.25" 8027 -W4C Nylon; LH. Roller on Back; R.H. Roller on 0.75" 0.28" 8027 -W4D Front Nylon R.H. Adj. 0.75" 0.28" 802T -W6 ~r Steel R.H. Adj. 0.75" 0.25" 802T -W6A Ball Bearing R.H. Adj. 0.75" 0.23" 802T -W6B Nylon LH. Adj. 0.75" 0.26" 802T -W6C Steel L.H. Adj. 0.75" 0.25" 8027 -W6D Micrometer Adjustment Lever 0 1.5" Radius all Bearing LH Adj. 0.75" 0.23" 8027 -W6E Nylon R.H. Adj. 035" 1' 802T-WBF O The micrometer adjustment roller lever is designed especially for installations where the position of the roller is a critical factor. This lever has a pivoted roller which can be turned laterally After clamping the lever to the switch shaft, the position of the roller can be precisely adjusted through an arc of 7.5" on either side of the center or straight -line position. 6-79 RAYNTITE• SINGLE -GANG DEVICE COVERS DIE CAST ALUMINUM ,plication For use whenever weatherproof protection is required for an outdoor receptacle Product Features • Rugged die cast construction • State -of- the -art powder coat finish provides maximum weatherability and scratch resistance • Self- closing lids assure weather- proof protection when the recepta- cle is not in use • Vertical mount covers are padlockable • May be mounted to box or device • Includes installation hardware, gasket, and multi - lingual instructions Compliances • 0 - Standard 514A • - - C22.2 No. 18 • NEMA 3R Rated HORIZONTAL MOUNT COVERS I L$ BELL VERTICAL MOUNT COVERS d -IM' - �� If- 1 -Y76' --►I 2 -3 /d' if-- I I �, BELL HUBBELL d - BELL' BELL Em OUTDOOR A i 5001 -0 5002 -0 5026 -0 5027 -0 5028 -0 TO 5028 -7 5029 - 0,5030 -0 5031 -0 AOIl1 0IIIT CATALOG NUMBER COLOR RECEPTACLE TYPE PKG. TYPE STD. PKG. UPC BAR CODE 5001 -0 Gray Duplex Shrink 24 wall 5002 -0 Gray GFCI Shrink 24 VE1tiICAL IYIOUNT:— PADLOCKABLf CATALOG NUMBER COLOR RECEPTACLE TYPE PKG. TYPE STD. PKG. UPC BAR CODE 5026 -0 Gray Single, 1.593" diameter Shrink 24 wall -0 Gray Duplex Shrink 24 5028 0 Gray GFCI Shrink 24!l 5028 5 Gray GFCI Carded 6 _ W'j 5028 -6 White GFCI Carded 6 I'll 5028 -7 Bronze GFCI Carded 6d 5029 -0 Gray 20A, 1.710" diameter Shrink 12 5030 -0 Gray 30 _50A diameter Shrink 12 5031 -0 Gray Single, 1.406" diameter Shrink 12 KID pRECAST C ON CRETE Oo 13 50-� 18114' STEEL ®��(i - ° �p0o 00 00000 i� 151/8' E COVER r 1-11�"'�� 114' �13 ---i f-- 3E I Ogg x 1 599 PULL BOX „...... . I ................ 701bs �I ApPROX. MIGM OF SOLID LID ....................................... ............................... 22 ft. HOLD DOWN BRASS BOLTS AVAILABLE. AVAILABLE MARKINGS: STREET LIMIT . TRAFFIC SIGNAL. ELECTRICAL AND TELEPHONE. SPECIAL MARKINGS QUOTED UPON REQUEST. EXCEEDS STATE OF CALIFORNIA CALTRANS SPECIFICATIONS - 07W PrOSDect Avenue. Sare. Ca. 92079 - 4 �4e .riB8 Telephone: (69 BY 92 a Fax: (619) 449- 5605 Q�� 0 9ACC I �r 9 AGCI F-i2 313" -83140- r 0 131A 5K] 9" 1 4A Page 2 of 2 JPIPFJ SIZE N . 1" I PKG. 1100( 1'N o.l I��T. 1100 1'NO T 11� T. PIs:G. PER toO I:�O.r I� T. Y6C. 1100 2 F 120 114.92 5336018 16 100 124.27 5336032 16 80 132.16 3 C�aa� 5336016 17 100 124.93 5336020 15 80 141.93 5336031 14 60 145.31 4� 5336017 12 70 120.99 53360211 14 60 139.50 5336019 13 60 149.59 5336024 13 50 174.90 s F � 5336028 12 50 167.67 5336029 13 50 175.24 5336030 10 30 189 -.133 '�� aa� 5336038 13 50 175.55 5336050 11 40 220.60 5336041 10 130 1311 3.80. 1344_I4) i,op Base Spacers SEPARATION 2.. 4 PIPE Y1R'r • PRI : t KG. SIU• PRICE PRICE , PART' YKG. S "1'U. PKG. l RICE 1'ER PER PER PART SIZE No. ��'I'. l'KG. 1110 NO. W7'. NO. �� "T'. PKG. 100 NO. WT. YKG. 100 100 a�� 5335961 15 100 127.11 5335977 15 100 151.40 5335979 18 100 141.38 =oocacao 000C 5335963 15 90 143.19 5335964 14 80 150.24 5335975 12 60 158.37 4� 5335971 12 70 136.10 5335968 10 50 153.21 5335967 11 50 162.59 5335969 13 60 178.59 `�5�� 5335980 12 50 171.31 5335976 14 60 181.97 5335978 13 50 192.07 ooa- = 5336039 16 50 199.06 5336051 13 50 249.54 5336040 12 40 1 313.15 Note: There is a SS.Oo chill-e ti,r a broken Barton for qu:uttities other than a standard pack. Hack_to_'i'gp I Hume I ( History of CANTF\ I I C ANTEX News Palle I I Authuriud Distributor Policy I [Terms S Conditions of Sale I I E /.. Boxf Residential Switch.Ou ( UrIlRY J)iM and,flitinr,s I I Conduit I I ENT Electrical Boxes (( Nonmetallic Enclosures I I Split Duct Products i Consumer Pro�u�s I I I Nonmetallic Slab Box I I FiltinLs I (l'eler Send mail to webm�ster(i c:uitc inc,cc(n) with questiuus or comments abuut this web site. Last modilied: August 26. 2002 http:/ /www.cantexinc- com /plastics.htm 10/15/2003 a l kl� )pa%,La a k Fitti11 S,dutiol, to ?rcr Electrical `cods. Plastic Spacers Page 1 of 2 I Holne I I Up I ( Plastic Spacers I i Fittings foCr pe EB & DB Duct ( I Utility Duct ( Home I I Up I I Plastic Spacers ( ( Fittings for T ?pe FL3..& nl3_puc -t I [ Uhl.ity Duct I Hgn.Ie I I tip j ( Plastic Spacers I ( Fittings- t�r.Type EI3 S Dl3.1)uct Home I (Up I (Plastic Spacers I (Fithngs_fgr Type EB & DB Duct. I (Lttilit Duct Ilumc I I�tilit Duct Hunic -- � W 1 -- ._..-._ 111!p- I I Plastic Spacer I I Fittings for —. }-- _ I.___ I I .4[R I I I Ltaic Spacers 1 1 Fittin _for 7 �pG F B do ILB jQgat I I Utllit}_Duc( I lntermediate Spacers 13ase_Sparers Vertical and Horizontal Interlocking For completely enclosed and locked -in duct banks They snap together vertically for fast, secure field assembly. Only two components, base and intermediate, are needed. Banding is not necessary. With the Vertical -Lock spacer, ducts are accurately separated. Spacers lock fumly together, preventing separation while workman walk atop the bank. Alignment of the duct bank sections is relatively easy with this completely locked -in construction. To prevent the tot tier from floating during encased burial, it is suggested that an intermediate spacer be used as a cap. Used in both EB and DB installations. Vertical and horizontal interlocking permits building a strong, lock -in duct bank. A wide baseplate provides solid support for heaviest loads. PRICE Intermediate Spacers SEPARATION 1 uz" , nnPRICF: PRICE 3" PRICE http:/ /www.cantexinc- com/plastics.htm 10/15/2003 Fittings C� 1�ft�ploo u u F x PC 10 ;f GrQUnd Rods Copper on ded A. Cat. No. UPC Size Wt. Ea. Unit Std. Trade Dist. GR 1208 35005 1/2" X 8' 5.00 10 too 11.04 Ea. 6.90 Ea. GR 1210 35010 1/2" X 10' 6._25 10 too 12.26 Ea. .7.66 Ea. GR 5808 - -_»015 _ -_?/8" X 8' _ _ _ 6.95 10 100 12.00 Ea. 7.50 Ea. GR 5810 35021) 5/8" X 10' 8.60 10 100 14.88 Ea. 9.30 Ea. GR 3408 35025 3/4" X 8' 9.95 5 50 19.49 Ea. 12.18 Ea. GR 3410 35030 3/4" X t0' 12.75 5 50 24.08 Ea. 15.05 Ea. See Ground Rod Driver Pg. E19 Cat. No UPC x Head Size- Description 1032G 14107 1/4" 10/32 X 3/8" Green Ground Screw Leader Point 1/4" Hex/Phillips/Slot 1032TC 14109 5/16" 10/32 x 3/8" Green Ground Screw Thread Cutting Point Hex/Phillips/Slot Cat. No. UPC GP650 16100 GP1050 16102 GP1250 16103 Description 7 -1 /2" 12 Ga. Solid Green Pigtail with 1 /4" Hex /Slotted/Phillips Leader Point Grounding Screw 10 -1/2" 12 Ga. Solid Green Pigtail with 1/4" Hex /Slotted /Phillips Leader Point Grounding Screw 12 -1/2" 12 Ga. Solid Green Pigtail with 1/4" Hex /Slocred /Phillips Leader Point Grounding Screw Unit Std. Trade Dist. 100 1000 3.28 C 2.05 C 100 1000 3.92 C 2.45 C Unit Std. Trade Dist. 250 1600 23.76 C 14.85 C 250 1000 28.56 C 17.85 C 250 1000 31.76 C 19.85 C I Cat. No. UPC Description Unit Std. Trade Dist. GC 27050 Grounding Clip 100 1000 10.56 C 6.60 C Ground Clips are intended to be pressed on the top edge of a box to hold a No. 10, 12, or 14 AWG copper or a No. 10, or 12 AWG aluminum grounding conductor against the side wall. This clip may be used for connecting the grounding conductor of nonmetallic sheathed cable to outlet boxes or for connecting the grounding juniper from a receptacle to an outlet box. Cat. No. UPC CS -410 27755 CS-411 277(10 Wire Range 18 -10 18 -8 cisrl „�.7« UPC uP..A- m 7Q _ inm Unit Std. Trade Dist. too 1000 7.20 C 4.50 C 50 500 17.60 C 11.00 C CRUMELD' WELDED ELECTRICAL CONNECTIONS AIA THROUGH CABLE TO GROUND ROD • Through cable to top of ground rod. Connections are for concentric strand copper cable unless otherwise noted. For copper clad, galvanized, stainless clad or stainless steel ground rods. • Bold letter in mold part number is the price key. Handle Clamps L160 for C Price Key Molds Clamps are included with Tor P Price Key Molds Flint Ignitor T320 (Included with Handle Clamp or frame but also available eparately) Cable Cleaning Brush T313 or T314 Slag Removal Spade B136A or B136B Mold Cleaning Brush T394 File T329 Torch Head T111 See Section A GROUND CABLE Steel or Copper Clad Sectional (with 9/16" threads) MOLD PART NUMBER WELD ROD SIZE 2 SOL Copper Clad Copper Clad METAL SIZE 2 Plain Sectional GTC -131 V 90 Steel (unthreaded) (with 9/16" threads) GTC -131Y 90 6 GTT -14CIH GTT -14A1H GTT-14B1H 32 1/2" 6 SOL GTT-14C1G GTT -14A1G GTT -14BIG 32 90 4 GTT-14C1 L GTT-14A1 L GTT-1461 L 32 90 4 SOL GTT-14C1K GTT-14AIK GTT -14BIK 32 L-4 ERICO, Inc. 34600 Solon Rd. • Solon, Ohio 44139 • 800 - 248 -WELD • FAX: 800 - 677 -8131 • www.erico.com (9353) 4 Steel or Copper Clad Sectional (with 9/16" threads) Copper Clad Plain (unthreaded) Copper Clad Sectional (with 1/2" threads) 2 SOL GTC -141T GTC -151T GTC -131T 90 2 GTC -141 V GTC -151 V GTC -131 V 90 1 GTC -141Y GTC -151Y GTC -131Y 90 1/0 GTC -142C GTC -152C GTC -132C 90 1/0 SOL GTC -1428 GTC -152B GTC -132B 90 1/2' 2/0 GTC -142G GTC -152G GTC -132G 90 3/0 GTC -142L GTC -152L GTC -132L 115 4/0 GTC -142Q GTC -152Q GTC -132Q 115 250 GTC -142V GTC -152V GTC -132V 150 300 GTC -143A GTC -153A GTC -133A 200 L-4 ERICO, Inc. 34600 Solon Rd. • Solon, Ohio 44139 • 800 - 248 -WELD • FAX: 800 - 677 -8131 • www.erico.com (9353) 4 c_ A1IA CRI WELIX WELDED ELECTRICAL CONNECTIONS GROUND CABLE MOLD PART NUMBER WELD ROD SIZE Copper Clad Steel or METAL SIZE 1 Plain Copper Clad 1/0 GTC -162C GTC -312C 90 1 (unthreaded) Sectional (threaded) 2/0 6 GTT -161 H GTT -311 H 32 5/8" 6 SOL GTT -161 G GTT -311 G 32 GTC -162V GTC -312V 150 4 GTT -161L GTT -311L 32 350 4 SOL GTT-161 K GTT -311 K 32 ERICO, Inc. 34600 Solon Rd. • Solon, Ohio 44139 • 800 -248 -WELD • FAX: 800-677-8131 wwNi- erico -com 2_5 (9353) Copper Clad Sectional (threaded) or Plain Steel 2 SOL GTC -161T GTC -311T 90 2 GTC -161 V GTC -311 V 90 2/0 3/0 4/0 250 1 GTC -161Y GTC -311Y 90 3/4" 1/0 GTC -162C GTC -312C 90 1 1/0 SOL GTC -162B GTC -3126 115 2/0 GTC -162G GTC -312G 115 5/8" 3/0 GTC -162L GTC -312L 115 4/0 GTC -1620 GTC -3120 115 250 GTC -162V GTC -312V 150 300 GTC -163A GTC -313A 200 350 GTC -163D GTC -313D 200 500 GTC -163Q GTC -313Q 250 ERICO, Inc. 34600 Solon Rd. • Solon, Ohio 44139 • 800 -248 -WELD • FAX: 800-677-8131 wwNi- erico -com 2_5 (9353) Copper Clad Steel or Plain Copper Clad 2 SOL 2 1 1/0 1/0 SOL (unthreaded) Sectional (threaded) 2/0 3/0 4/0 250 6 GTP -181H GTP -331H 45 3/4" 6 SOL GTP -181 G GTP -331 G 45 1 4 GTP -181L GTP -331L 65 4 SOL GTP -181 K GTP -331 K 65 ERICO, Inc. 34600 Solon Rd. • Solon, Ohio 44139 • 800 -248 -WELD • FAX: 800-677-8131 wwNi- erico -com 2_5 (9353) Copper Clad Sectional (threaded) or Plain Steel 2 SOL 2 1 1/0 1/0 SOL GTC -181 T GTC -331T 90 GTC -181 V GTC -331V 90 GTC -181Y GTC -331Y 90 GTC -182C GTC -332C 115 GTC -182B GTC -332B 115 2/0 3/0 4/0 250 GTC -182G GTC -332G 115 r7c 1 GTC -332L 115 GTC -1820 GTC -3320 115 GTC- GTC -332V 150 3/4" 300 350 500 GTC -183A GTC -333A 200 GTC -183D GTC -333D 200 GTC -1830 GTC -3330 250 1 CONTACT ERICO FOR ORDERING INFORMATION ERICO, Inc. 34600 Solon Rd. • Solon, Ohio 44139 • 800 -248 -WELD • FAX: 800-677-8131 wwNi- erico -com 2_5 (9353) CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT SUBMITTAL NO. PART 1 FOR CO FROM (CONTRACTOR) TO (DESIGNER) lC.c:ly' 1��vi= a2►1L�r��t1Z1AiL1 �t " CONTRACT FOR: (CONTRACT TITLE) ; ti vl.Lv 3 �%tiL �71f�LC THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC. SECTION) A/E RE COMMEND CITY ACTION B NO. (A) (D • c :TRACT SPECIFICATIONS REQUIRE FAC70RY INSPECTION YES NO NEW SUBMITTAL RESUBMITTAL SIGNATURE PART II — FOR DESIGNER USE FROM (DESIGNER) TO �- �h►IG� � i- u,.<aN C��i;(2F�t.. ��(, r t'T =�n��rl ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column 'C") COMMENTS: * �'�� . (�rrt ► i L'E SIGNATURE DATE PART III — FOR CITY USE FROM TO (CONTRACTOR) ENCLaSURES RETURNED. APPROVAL R ISAPPROVAL NDICATED ABOVE. (See Column `D ") ACTION CODES: THE FOLLOWING ACTION CODES ARE GIVEN 70 ITEMS SUBMITTED: (A code letter will be inserted tot each item in Column D, Section 1, above) A. - APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. E. - APPROVED, EXCEPT AS NOTED R ON DRAWINGS. RESUBMISSION NOT REQUIRED. E. - DISAPPROVED. �SEE T TACHE�SHE NOTE: Approval of item does not,relieve the contractor from complying with all the requirements of the contract plans and specifications. SIG--N—AT DATE M16196 r/ 10 f., Shop Drawing Review Letter Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www.KennedvJenks.com TO: Falcon General Engineering DATE: 24 October 2005 572 Collyn Street SERIAL_ No.: 024 -01 Vista, CA 92083 SPEC. REF.: 07136 PROJECT: Moonlight Beach Pump Station Rehabilitation K/J JOB No.: 0487115 ATTENTION: David Pitts SUBMITTAL No.: 07136 -01 PAGE: 1 of 2 Modified Bituminous Waterproofing A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit K/J Refer to Item Action Comment Manufacturer or Supplier Title of Submittal/ Drawing 1 RR 1 -12 W.R. Meadows MEL -ROL Product information See Comments on Page 2 B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION Owner Kipp Hefner (Encinitas) File K/J SDO File K/J SFO SDRL ENCL. By: A�' " / A4A14, Do Id . Bar az pApw- proj\2004 \0487115.00 moonlight beach\construction\sdrt in progress \07136- 01.doc [F -2 Rev. Jan'04] David Pitts Falcon General Engineering 24 October 2005 Page 2 of 2 Comment(s): 1. In Accordance with Section 07136, Paragraph 2.01.A.1 provide all products required for the sheet waterproofing system from a single manufacturer. 2. Submit Manufacturer's detailed installation instructions, use limitations and recommendations for the sheet membrane product in accordance with Section 07136, Paragraph 1.03.B. 3. Submit Manufacturer's Certification of Installer's qualifications in accordance with Section 07136, Paragraph 1.03.13. 4. Submit in, accordance with Section 07136, Paragraph 1.03.6, the product data, manufacturer's installation instructions, use limitation and recommendations for the protection board as required in Section I on Sheet 12 and described in Paragraph 2.01.13.5. 5. Submit in, accordance with Section 07136, Paragraph 1.03.6, the product data, manufacturer's installation instructions, use limitation and recommendations for the Drainage Composite as required in Section I on Sheet 12 and described in Paragraph 2.01.6.4. 6. Submit in, accordance with Section 07136, Paragraph 1.03.6, the product data, manufacturer's installation instructions, use limitation and recommendations for all other materials recommended by the manufacturer to complete the waterproofing system, including materials for through wall penetrations, termination of waterproofing sheets and other details as covered in the manufacturer's installation instructions. 7. Provide a Heavy Duty Modified Bituminous Pre - Applied Membrane for use underneath the Emergency Storage Basin Foundation as required by Section 07136, Paragraph 2.01.6.3 and shown in Section I on Sheet S12 8. Provide Manufacturer's standard details for End Lap, Round Penetration, Form Tie into Pre - Applied Waterproofing and any other penetration details to be used on this project. 9. Coordinate with General Contractor, and any Excavation and Shoring Contractors to determine what penetrations of a "blind side" membrane will be necessary to support and brace formwork. 10. Indicate the intended use of each product submitted, coordinate the use of products with General Contractor. 11. Coordinate with other trades, steel and formwork, to identify and repair damaged areas. Repair damaged areas in accordance with manufacturer's recommendations. 12. Submit samples of sheet membrane, protection board and drainage composite as required by Section 07136, Paragraph 1.03.C. pApw- proj\2004 \0487115.00 moonlight beach \construction \sdd in progress \07136- 01.doc [F -2 Rev. Jan'04J CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 . FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 024-01 For SECTIONS: 07136 MODIFIED BITUMINOUS WATERPROOFING MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: Date: 10/17/2005 Parada Painting, Inc. P.O. Box 340, Poway, CA 92074 -0340 Ph: 858.748.3540 Fax: 858.7483774 Estimating: Ph: 903.796.3300 Fax: 903.796.3331 Website: Paradapainting.com Email: parada.davencox.net LICENSE #742112 Project: Moonlight Beach Pump Station Rehab To: Falcon Engineering From: Dave Parada Attn: Dale Winterquist Date: Ref: Sections 07136 Page # Shop Drawings x A royal Approved as Submitted Letter For Your Use Approved as Noted Prints As Requested Returned after Loan Change Order Review and Comment Resubmit Plans X Submit Samples Returned Snecifications Attached Returned for Corrections Other I I Separate Cover r 11 .A No. 714 W. R. CSI Code. 07100 MEL -ROL® Rolled, Self- Adhering Waterproofing Membrane DESCRIPTION MEL -ROL Waterproofing System is a flexible, versatile, dependable, roll -type waterproofing membrane. It is composed of a nominally 56 mil thick layer of polymeric waterproofing membrane on a heavy -duty, 4 mil thick, cross - laminated polyethylene carrier film. The two components are laminated together under strict quality- controlled, production procedures. A handy overlap guideline is printed 2 Ih" (63Smm) in from the material edge on each side to assure proper overlap coverage and assist in maintaining a straight application. Special, exposed polymeric membrane strips are provided on both sides for positive membrane -to- membrane adhesion in the overlap area. The membrane strips are protected by a pull -off release strip. All components of the MEL -ROL Waterproofing System work together to provide a cost - effective, positive waterproofing system that's quick and easy to apply. W. R_ MEADOWS' accessory products included in the MEL -ROL Waterproofing System are: MEL -ROL Liquid Membrane, MEL -PRIME Primers (Solvent -Base, Solvent -Base VOC and/or Water - Base), Pointing Mastic, Detail Strips, Catalytic Bonding Asphalt, Termination Bars, Protection Course and MEL -DRAIN Drainage Board. USES MEL -ROL Waterproofing System provides a cost- effective answer to properly waterproof foundations, vertical walls and below -grade floors in residential and commercial construction. It is equally effective for use as a between - the -slab waterproofing on plaza decks, parking decks and structural slabs. Use it as a waterproofing membrane to isolate mechanical and electronic rooms, laboratories, kitchens and bathrooms. MEL -ROL offers positive protection when "wrapped around" major rapid transit, vehicular, utility and pedestrian tunnel projects. Installation of Protection Course from W. R. MEADOWS is recommended before backfrlling. It can also be used with drainage boards when specified. SEA TI[ GHT, JANUARY 2004 (Supersedes November 2003) FEATURES AND BENEFITS • Provides a cost- effective, flexible, versatile, dependable, positive waterproofing protection against damaging moisture migration and the infiltration of free water • Offers a quick and easy -to -apply system for maximum productivity • Special membrane -to- membrane adhesion provides additional overlap security - Meets or exceeds the test requirements of all currently applicable specifications • Components work together for positive waterproofing protection • Handles with ease on the jobsite • The product will help meet and maintain the maximum slab moisture transfer rate of 3 lbsJ1000 sq.ft./24 hours required by the flooring industry specifications. • Available in a low temperature version, for use when air and surface temperatures are between 20•F ( -7 °C) and 60-F (16•C). PACKAGING 38.5" (.98m) wide x 60' (18.29m) long, one roll per carton. COVERAGE Provides 180 square feet (17.88 square meters) per roll. STORAGE AND HANDLING Store membrane cartons on pallets and cover if left outside. Keep materials away from sparks and flames. Store where temperature will not exceed 90•F (32•C) for extended periods of time. SPECIFICATIONS A.R.E.M.A. Specifications Chapter 29, Waterproofing JORnER PRODUCTS CORP 5501 EASTQATE DR. SAN DIEGO, CA 92121 (858) 558 -8300 CONTINUED ON REVERSE SIDE... W.R. MEADOWS, INC. HAMPSHIRE, IL /CARTERSVILLE, GA P.O. Box 338 • HAMPSHIRE, IL 60140 -0338 YORK, PA / FORT WORTH, TX / BENICIA, CA Phnrw' A47/214 -2100 • Fax: 847/683 -4$44 _ _ _ _ _ _ , _ _ ..-1 — A� I l k All THAI nKl-r W R. MEADOWS. ,SEA Tt( GHr. PAGE 2 ... NO. 714 ... JANUARY 2004 MEL -ROL COMBINES POSITIVE WATERPROOFING PROTECTION WITH EASE OF HANDLING EXCLUSIVE FEATURES A handy overlap guideline is printed 2 lh" (63.5mm) in from the material edge on each side...assuring proper overlap coverage and assisting in maintaining a straight application.The polymeric waterproofing membrane is protected by a special, easy-to- remove release paper ...the exposed membrane strips on the material edges are protected by a pull -off release strip. Exposed polymeric membrane strips are provided on both sides of MEL -ROL for positive membrane- to-membrane adhesion in the overlap area... note the detail, as shown in inset photo. pgppg@Y PROPERnES AND CHAMCTERISTlcs TYPICAL VALUE TEST al1ErHM COLOR .. Carrier Fllm While Bloat THICKNESS ...Carrier Fim 4 arils 56 M1s TENSILE STRENGTH... Carrier Film Polymeric Membrane 5900 psi m'rL (40.71 MPa) 590 psi min. 4.07M ASW D 412 ELONGATION .. Polymeric Membrane 455% min. ASTM D 412 Die PERPDRIIpANCE OF CONIPOSrM MEMBRANE PEEL ADHESION Dry Wet 7 bAn. (125ghnnr) 7 bAn. 1 Footncle 1 LAP ADHESION Dry PLIABtUTY 1eb' Bend. i' (25.4MM) Mandrel @ 25'F (32*C) 5 bAn. Unaffected ASTM D146 WATER VAPOR PERMEABILITY 0.019 Perms ASTM E -96. B WATER ABSORPTION 0.19f 72 bm max. ASTM D 1970 RESISTANCE TO HYDROSTATIC HEAD Equty. fo 240 It. (73.1 m) of crater Footnote 2 PUNCTURE RESISTANCE 67 bs. 98 ASTM E 154 EXPOSURE TO FUNGI Pam 16 weeks Soil Test 1.90% peel after 7 days at 7WF 2_ Membrane placed over a porous base in a test cell and edges sealed. water was placed over test plus 7 days at 120'F specimen. Cell fastened and sealed and placed under 105 psi (.73 Mpa) (appr"L 240 fool (73.1m) plus 7 days at 70 -F water head) pressure for 24 hours. Test specimen did not show any water to pernmate the (Dry) (wet). membrane. MEL -ROL IS QUICK AND EASY TO APPLY Application Tools 11A 17 1 Knife Roller I Caulking Gun APPLICATION SURFACE PREPARATION... Concrete should be cured at least 72 hours, be clean, dry, smooth and free of voids. Repair spalled areas; fill all voids and remove all sharp protrusions. *TEMPERATURE ... Apply in dry, fair weather when the air and surface temperatures are above 40 °F (4 °C). Do not apply to frozen concrete. *MEL -ROL Low Temp. can be used when air and surface temperatures are between 20 °F ( -7 °C) and 60 °F (16 °C). PRIME ... Prior to application, prime all surfaces to be covered in one working day with applicable MEL -PRIME Primer. Uncovered, primed surfaces must be re-primed the next day. Follow all instructions and precautions shown on primer containers. FOOTING DETAILS ... Use Detail Strips for impaction sheet coverage. First, fold strips lengthwise and then cut at the fold. Material is then ready to install as 4 Ih "(114.3mm) strips on either side of the rebar. Any excess can be turned down on the face of the footing. Next, fill the voids around rebars in the keyway with Catalytic Bonding AsphalL Pour the walls. Install a Detail Strip horizontally along the wall where it meets the footing, placing half the material up the wall and the other half onto the footing. Extend the material 4 IM' (114.3mm) beyond outside corners. Slit extended portion of detail strip lengthwise. Place the horizontal flap out onto the footing and bend the vertical flap around the wall (See Diagram A). Repeat this procedure in the opposite direction as shown in Diagram B. Manual Sprayer DIAGRAM B DIAGRAM A oo>sde cO11ef outside Corner _ _ Concrete 1st Wall Paint Roller oxtail Sulp 1 Footing 1 j2nd Detail Strip PAGE 3 ... NO. 714 ... JANUARY 2004 HORIZONTAL APPLICATIONS ... Position the MEL -ROL Membrane from low to high point so all laps will shed water. Stagger end laps and overlap all seams at least 2.5 inches (63.5mm). Apply a double - thickness of the MEL- ROL Membrane over construction, control and expansion joints and over cracks greater than IhC (1.59mm) wide. VERTICAL WALL APPLICATION... Apply MEL -ROL Membrane vertically in lengths approximately 8' (2.44m) long over the top of the horizontal Detail Strips at the footing. Overlap all seams at least 2.5" (63.5mm). Tightly butt edges of membrane and apply Pointing Mastic in corner applications. (See Diagram Q. 3rd. Pointing Detail Strip_�� . '- Mastic DIAGRAM C outside Conner : " To the top terminations, apply Pointing Mastic at least 'Is" (3.18mm) thick and 1" (25.4mm) wide. As an option, Termination Bars may be used to mechanically fasten the membrane. Masonry walls must be parge- coated with an asphaltic foundation coating or a cementitious material before applying MEL ROL. HAND -RUB AND ROLL PRESS ... Once positioned, immediately hand -rub MEL-ROL Membrane firmly to the surface and then pressure roil the complete surface to assure positive adhesion. INSIDE CORNERS... Before MEL -ROL is applied, place a vertical Detail Strip on inside corners extending the material 4 1/2" (114.3mm) beyond each side of the corner (See Diagram D). Terminate at the footing and finish the corner with Pointing Mastic. Mntirr9 Conant Manic. I - . wan I 3rd. + Detatl Strip 1st\ DIAGRAM D Detail S vip i Foofirg OUTSIDE CORNERS ... Bend a Detail Strip vertically over the outside corner and extend 4 1/2" (114.3mm) beyond each side of the corner. Terminate the material at the footing. Finish the comer with Pointing Mastic. (See Diagram Q. DRAINS AND PROTRUSIONS... All protrusions should be sealed with two layers of Membrane applied at least 6" (152.4mm) in all directions. Seal all terminations with Pointing Mastic. Around drains apply two layers of MEL -ROL Membrane and put a bead of Pointing Mastic between the membrane and clamping rings and at all terminations, drains and protrusions. W R. MEADOWS. SEA Tii GH7 Pointing Detail Strips (22.86cm) wide Mastic lnftftq� a ` 2•h' (635cm) Overlap INSPECT AND REPAIR ... a thorough inspection should be made before covering and all necessary repairs made immediately. Tears and inadequate overlaps should be covered with MEL -ROL Membrane...slit fishmouths and patch. Seal edges of all patches with Pointing Mastic. Where applicable, horizontal applications can be flood - tested for 24 hours. All leaks should be marked and repaired when membrane dries. PROTECT THE MEMBRANE ... On all vertical and horizontal installations with the immediate application of Protection Course, if no drainage system is used, or MEL- DRAIN. (Refer to Data Sheet Nos. 712 and 719 for application instructions). Use Pointing Mastic as an adhesive. Backfmlling should be done immediately using care and caution to avoid damaging the waterproofing application. PRECAUTIONS Avoid the use of products which contain tars, solvents, pitches, polysulfmde polymers, or PVC materials that may come into contact with MELrROL. The use of MEL -ROL does not negate the need for relief of hydrostatic heads. A complete drain tile system should be placed around the exterior of footing and under slabs, as required. Read and follow application information, precautions and Material Safety Data information. Detail Strips with a 4`6'(11A30n) inside h1EL,P111ME Primer wide overlap and outside corners 2S'(635on) Pointing Mastic Bead or overlap Termination Bar Termination Bar - or Porntiy blati Bead BI1a4"1KIE Printer i 04... HORROKTAL NO3NIBRA E ._ ' bripacdon Sheets nolied BSrmis .. 4", crra wide .- - Drainage or Protection Connse Drain rile iI strips MFl -1101 9- (22.860 wide WatgProofing Membrane Catalytic Bonding Asphalt INSPECT AND REPAIR ... a thorough inspection should be made before covering and all necessary repairs made immediately. Tears and inadequate overlaps should be covered with MEL -ROL Membrane...slit fishmouths and patch. Seal edges of all patches with Pointing Mastic. Where applicable, horizontal applications can be flood - tested for 24 hours. All leaks should be marked and repaired when membrane dries. PROTECT THE MEMBRANE ... On all vertical and horizontal installations with the immediate application of Protection Course, if no drainage system is used, or MEL- DRAIN. (Refer to Data Sheet Nos. 712 and 719 for application instructions). Use Pointing Mastic as an adhesive. Backfmlling should be done immediately using care and caution to avoid damaging the waterproofing application. PRECAUTIONS Avoid the use of products which contain tars, solvents, pitches, polysulfmde polymers, or PVC materials that may come into contact with MELrROL. The use of MEL -ROL does not negate the need for relief of hydrostatic heads. A complete drain tile system should be placed around the exterior of footing and under slabs, as required. Read and follow application information, precautions and Material Safety Data information. PAGE 4 ... NO. 714 ... JANUARY 2004 ACCESSORIES MEL -PRIME WATER -BASE PRIMER... Prepares concrete surfaces for MEL -ROL Membrane application. Arrives ready to use. Requires no additional mixing. MEL- PRIME W/B emits no unpleasant odors and works with all W. R. MEADOWS Waterproofing Membranes. Applied easily with manual sprayer or roller. V.O.C. compliant. MEL -PRIME W/B is for use at temperatures of 40 °F (4 °C) and up. (Refer to Data Sheet No. 752). COVERAGE: 250 to 350 sq.ft/gal. (6.14 to 8.59 sq.m/L) PACKAGING: I Gallon (3.79 Liter) Units (4 units per carton) and 5 Gallon (18.93 Liter) Pails MEL,PRIME SOLVENT -BASE OR VOC COMPLIANT SOLVEN'1 =BASE PRIIHERS.- .These primers are for use at temperatures of 25 °F (-4 °C) and above. (Refer to Data Sheet Nos. 751 and 7100 -542). COVERAGE: 250 -350 sq.ft/gal. (6.14 to 8.59 sq.m/L) PACKAGING: 5 Gallon (18.93 Liter) Pails MEL -ROL LIQUID MEMBRANE... A two - component material used as a flashing, to form fillets at corners and at protrusions. May be used as a substitute for Pointing Mastic. (Refer to Data Sheet No. 741). COVERAGE: As a fillet, approximately 135 lineal feet per gallon (10.87 meters per liter) PACKAGING: I Gallon (3.79 Liter) Units, 4 Units per carton. POINTING MASTIC ... Used for sealing top edge terminations on Detail Strips and Membrane. (Refer to Data Sheet No. 740). COVERAGE: 1/8 "x I ^x 200 ftigal. (3.18mm x 25.4mm x 16.10m1). PACKAGING: 5 Gallon (18.93 Liter) Pails or 29 Oz. (857.65m1) Cartridges, 12/cm. CATALYTIC BONDING ASPHALT ... Easy-to-apply one - component material for sealing around reban COVERAGE: 5 gaU1,000 sq.ft/gal. (4.9 sq.m/L) PACKAGING: 5 Gallon (18.93 Liter) Pails. DETAIL STRIP... Convenient, easy -to-use detail strips provide an economical and effective method for sealing vertical and horizontal butt joints i.e. inside or outside corners and where walls and footings meet- PACKAGING: 9" x 50' (.23 x 15.24m) roll, 4 rolls per carton. PROTECTION COURSE ... Use for vertical and horizontal applications. Adhere with Pointing Mastic. PACKAGING: 4' by 8' (1.22 by 2.44m) panels. (Refer to Data Sheet No. 712). MEL -DRAIN Rolled Matrix Drainage System ... A dimple- raised molded polystyrene fabric designed to provide high flow capacity to reduce hydrostatic pressure build -up around waterproofing and vaporproofmg membranes. Choice of drain -types available for vertical, horizontal and site applications. (Refer to Data Sheet No. 719). TERMINATION BAR-..A high strength, pre- formed, multi- purpose, plastic strip designed to support vertical membrane systems at their termination point. PACKAGING: 10' (Holes every 6" o%, 2" from either end), 25 pieces per carton. MAINTAIN ENERGY EFFICIENCY Wet insulating materials lose much of their "R" factor performance characteristics, reducing the energy efficiency of the structure. W. R. MEADOWS' thermal and moisture protection products play a key role in maintaining the structure's energy efficiency and aiding in the integrity of other structural systems, such as insulation. FOR THE MOST CURRENT PRODUCT INFORMATON, VISIT OUR WEBSITE: www.wrmeadows.com LIlVIITED WARRANTY "W.R. MEADOWS, INC. warrants at the time and place we make shipment, our material will be of good quality and will conform with our published specifications in force on the date of acceptance of the order." Read complete warranty. Copy furnished upon request. Disclaimer The information contained herein is included for illustrative purposes only, and to the best of our knowledge, ® is accurate and reliable. W.R. MEADOWS, INC. cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information. As W.R. MEADOWS, INC. has no control over the use to which others may put its product, it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect or engineer, contractor and owner for the design, application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. ._. I. X.r. w r%nwc ')nn) 1/04-5M u.. i al auo� co. it 7xt�N07LD11 WAFMAINTY W. K. MtALXJW i OF S. LA. PAGE 02 MEL-RW WATERMRr1n rlNG %Ax Sw 6A%.1� �ssm��o= aaa�eaa+ maenasoeads °ea�onasaaamesa,acoaa�iasa =. NAI M OF $i7I Dial LOCAnON OF 9Un.Dn;0: NAME OF OWNHR: CONTRACTOR DATE OF INSTALLATION CoNnX rON.. W. R MEADOWS. INC. hereby warranties that for a padod of ts•) years from the date of coapletioan of installation of ME1. R0L at the subject building: 1. Water wM not leak directly thrangh say' individual MEL-ROL sheet as a result of deterimadon of flat the% owed by the effects of ordinary wear and teak; and 2. Mme• -ROL membrane will bridge rvpwres caused by cracking of the immediate substrate up to llib or an inch itt width If at any time dur ft such (s) Y'cW Priod the MBL -ROL does tat Perform as warranted above, W. R. MEADOWS, INC. will supply ragIacemeut MEL -ROL to the owner in exchange. for and to the extent that the MEL -ROL is f and by W. R. MZADOWS, INC. not to C=Ply with this warranty. This warranty does not apply to any MSL -ROL ohm unrest installed and maintained in cow with the Printed instructim of W, R. MEADOWS, INC. from time to time in effed. Further, this warranty d= riot covet damage caused by abuse or abnminl use of the MEl<ROL-, acts of God, inadequate Or faulty dcsign of the subject building (except as specified in'Mme 2 above), or repefrs, lmsWatione, designs, mattrials or products made by other persons. In addition, ft warranty does not cover any Costa or eXpenses associated with the removal, excavation Or nPlACOMM of Fels at substrates 14 cOrmaetion with the testing, repair, removal ar replacement of MEL-R(iL. The faMQJng WArrenty is m elusive and is in lieu of Rny and ari other gwramtow or warranties, o pion or implied, Jneluding without limitation the implied warranties of merehisntability and titaesn for a filar pucpoae. The remedies of the buyer for my bresc t of the warranty shalt be limited to Mora l ulfu provided to the Udution of any and aH other remedies, indudift without lindh don iaradeaW or consegae ntW danmger. W. IL MEADOWS, INC- ShAD not be liable in any Me: for any damage to the bnbding or the cottteetts thereof. Any lawsuit based an this warranty must be Wed wMan ems year- for wltbin the shortest time period pwnitf d to be mbtb "ed by xgr ement, N this period is longer than one year) from the date during the M year period de:serlbed above on whip the buyer discovers or should hive dimovwM a bread of this warranty. Na azroement vsrfiag or extendfng the ibregoing wwj%uty A' edits will be binding upon W. R. MEADOWS, INC. unless it in in wrWu& and is signed by a duly anSotfsed oflieer of W. R, MEEADOWS$ INC. W. R MEAIUOWS, ZNC. _ BY: W. R MEADOWS, INC. DATE: s a aaoc MWOUIX Ib 0140 • trmsiMM .........._,_...__� •a_.....�ola•oW w�+o9�oi Soot •ot•1ev CITY OF ENCINKAS ENGINEERING SERVICES DEPARTMENT SUBMITTAL NO. FROM (CONTR Fjp'R) TO (DESIGNER) /( ANC I w£f- ►2-t ^-' Ct i'k U F �N L i � CONTRACT FOR: (CONTRACT TITLE) II-LL CG )NJ Ll LTK T THE FOLLOWING ITEMS ARE SUBMITTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC. SECTION) A/E RECOMMEND CITY ACTION NO. (A) (B) (C (D) PiA :TRACT SPECIFICATIONS REQUIRE FACTORY INSPECTION YES NO NEW SUBMITTAL RESUBMITTAL SIGNATURE PART II - FOR DESIGNER USE -FROM (DESIGNER) C j- -'/ o TO k u C,v ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See Column -C-) COMMENTS: ��qif i�tiS IU (v_ ' �� i ►� i4 C M � >At 12 S f3 \ ` s 10 N r E r�'ri 12E_ b ,4 � NOT � Na SIGNATURE C �� - its- DATE (f 1. /C. j PART III - FOR CITY USE FROM TO (CONTRACTOR) ENCLOSURES RETURNED. APPROVAL OR DISAPPROVAL INDICATED ABOVE. (See Column -D-) ACT ION CODES: THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for each item in Column D, Section 1, above) A. - APPROVED AS SUBMITTED. C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS `--- REFER TO ATTACHED SHEET. RESUBMISSION REOUIRED. , D. - WILL BE RETURNED BY SEPARATE CORRESPONDENCE. AS NOTED D. A�DRAWINGS. �EXCEPT fSAS NI 10N NOT REQUIRED. �1 - DISAPPROVED. SEE ATTACHED SHEET. NOTE: Approval of item does not relieve the contractor from complying with all the requirement of the contract plans and specifications. Lc 1 & StGNAT E DATE m16� 9E K�- I Shop Drawing Review Letter Kennedy /Jenks Consultants To: Falcon General Engineering, Inc. 572 Collyn Street Vista, CA 92083 ATTENTION: David Pitts 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www.KennedvJenks.com DATE: 21 October 2005 SERIAL No.: SPEC. REF.: PROJECT: K/J JOB No.: SUBMITTAL NO.: PAGE: 09960 Moonlight Beach Sewer Pump Station 0487118 *00 39 -01 1 of 2 A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A&R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit K/J Refer to Item Action Comment Manufacturer or Supplier Title of Submittal/ Drawing 1 MCN 1 - 9 Tnemec Protective Coatings Comment(s): 1. The Engineer takes no exception to the substitution of Tnemec Series 1075 for Tnemec Series 73. For clarification, please verify whether or not Series V73 comply with the current VOC regulations. 2. Submit product information and data on the protective coating to be used for repair of galvanized metal surfaces to be left unpainted (System 2). 3. The Engineer takes no exception to the proposed changes for System 6, which includes substitution of Tnemec Series 135 for Tnemec Series 66 and limiting the total dry film thickness to 6 mils for coating galvanized and non -metal surfaces. 4. The Engineer takes no exception to the substitution of Tnemec Series 46H -413 for Tnemec Series 46 -465 under System 7. 5. Submit product information and data on the protective coating to be used for buried valves (System 8). 6. Per Paragraph 1.04.0 of Section 09960, submit a list of surfaces upon which protective coatings are to be applied. 7. Submit the product data for all protective coatings required under Paragraph 1.04.D of Section 09960. 8. Per Paragraph 1.04.G of Section 09960, submit certifications that all protective coatings comply with applicable air quality regulations. This was noted on some, but not all product data sheets. 9. Per Paragraph 1.04.H of Section 09960, submit the available selection of colors for each protective coating. B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, pAencinitas, citylsubmiltaMsubmittal review letter for 039 01.doc [F -2 Rev. Jan'04] David Pitts Falcon General Engineering, Inc. 21 October 2005 Page 2 of 2 and performing its work in a safe and satisfactory manner. DISTRIBUTION SDRL ENCL. Owner Kipp Hefner (Encinitas) x x File K1J SDO x x By::: A. Tebbetts pAencinitas, citylsubmittalMsubmittal review letter for 039- 01.doc [F -2 Rev. Jan'04] CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 - FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 039-01 For SECTIONS: 07190, 09960, 09900 PAINITNG &COATINGS E co 3 !� <C W N S g Z W O� C LU 2 3 1 y O 0 2 ? V O° W Q o i C C m y y .d $ Z r cc cc UE) LU Y Z N Z` Y0 X $ " m MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified Bye-/ _Date: 10/17/2005 Parada P Inc. P.O. Box 340, Poway, CA 92074 -0340 Ph: 858.748.3540 Fax: 858.7483774 Estimating: Ph: 903.796.3300 Fax: 903.796.3331 Website: Paradapainting.com Email: parada.davekcox.net LICENSE #742112 Project: Moonlight Beach Pump Station Rehab Date: To: Falcon Engineering Ref: Sections 07190, 09960 & 09900 From: Dave Parada Page # Attn: Dale Winterquist We are Submitted for: Action Tom: Shop Drawings x Approval Approved as Submitted Letter For Your Use Approved as Noted Prints As Requested Returned after Loan Change Order Review and Comment Resubmit Plans X Submit Samples Returned Specifications Attached Returned for Corrections Other Separate Cover TPC CONSULTANT, INC. 417 EAST WEBER STREET, COMPTON, CA 90222 TEL: 310 637 -2363 FAX: 310 637 -4161 October 11, 2005 Parada Painting, Inc. 14281 Palisades Drive Poway, CA 92064 Project: Moonlight Beach Pump Station Rehab Owner: City of Encinitas G.C.: Falcon Engineering Eng.: Kennedy Jenks The following Tnemec Company, Inc. products are respectfully submitted for approval on the above referenced project. SECTION 07190 WATER REPELLENTS Exterior Concrete and Block Masonry, Water Repellent — Graffiti Control System Primer: Tnemec Chemprobe Series V626 Dur A Pell 626 GS Finish: Tnemec Chemprobe Series V626 Dur A Pell 626 GS NOTE: Tnemec /CHEMPROBE Series V626 Dur A Pell GS is submitted to provide water repellency and anti - graffiti as required for this project. attached is a performance criteria for the V626. SECTION 09960 PROTECTIVE Coatings System 1 — General Ferrous Metals Exposed to Atmosphere 15` Coat — bare metal Tnemec Series 135 Chembuild Finish Coat(s) Tnemec Series 135 Chembuild Total DFT = 12 mils Final Coat for exterior Tnemec Series 1075 Endura- Shield II @ 2.0 mils DFT. NOTE: Series 1075 Endura - Shield II is submitted in lieu of Series 73 because it is no longer VOC Compliant. System 2 — Galvanized Metals Surface Repair One Coat Tnemec Series 90 -97 Tneme -Zinc DFT = 3 mils System 3 — Submerged Ferrous Metals Two Coats Tnemec Series V69 Epoxolme II Total DFT = 12 mils System 4 — Bleeding Surfaces: (Not buried) TPC CONSULTANT, INC. 417 EAST WEBER STREET, COMPTON, CA 90222 TEL: 310 637 -2363 FAX: 310 637 -4161 I" Coat — bare metal Tnemec Series 135 Chembuild Finish Coat(s) Tnemec Series V69 Epoxoline II Total DFT = 12 mils Final Coat for exterior Tnemec Series 1075 Endura- Shield II @ 2.0 mils DFT. System 5 — Prefinished Machinely Coating One Coat Tnemec Series 1075 Endura - Shield II @ 2.0 mils DFT. System 6 — Galvanized Steel and Non - Ferrous Metals Interior - I" Coat — bare metal Tnemec Series 135 Chembuild @ 3.0 mils Finish Coat Tnemec Series V69 Epoxoline II @ 3.0 mils Total DFT = 6 mils Exterior - I" Coat —bare metal Tnemec Series 135 Chembuild Finish Coat Tnemec Series 1075 Endurashield II @ 3.0 mils Total DFT = 6 mils NOTE: When coating galvanized and non - ferrous metals, total dry film thickness specified should not exceed 6.0 mils. System 7 — Miscellaneous Service Coating One Coat Tnemec Series 46H -413 Tneme -Tar NOTE: Series 46H -413 is submitted in lieu of Series 46-465 because it is no longer VOC Compliant. SECTION 09900 PAINT & COATINGS 2.03 PAINT SYSTEMS - EXTERIOR A. Paint CE -TR -S 1. Two coats; Tnemec Chemprobe Series V626 Dur A Pell 626 GS B. Paint ME-OP -3L — Ferrous Metals, Unprimed, Latex, 3 coats 1. One coat primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat C. Paint ME-OP -2L — Ferrous Metals, Unprimed, Latex, 3 coats 1. Touch up primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat D. Paint MgE -OP -3L — Ferrous Metals, Unprimed, Latex, 3 coats 1. One coat primer: Tnemec Series 18 Enviro -Prime TPC CONSULTANT, INC. 417 E 4ST WEBER STREET, COMPTON, CA 90222 TEL: 310 637 -2363 FAX: 310 637 -4161 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat 2.04 PAINT SYSTEMS - INTERIOR A. Paint CI -TR -S One coat: Tnemec Chemprobe Series V626 Dur A Pell 626 GS B. Paint CI -OP -3L — Concrete/Masonry, Opaque, Latex, 3 coats I. One coat of block filler: Tnemec Series 130 Envirofill 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat C. Paint MI -OP -3L — Ferrous Metals, Unprimed, Latex, 3 coats 1. One coat primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat D. Paint MI -OP -2L — Ferrous Metals, Primed, Latex, 3 coats 1. Touch up primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat E. Paint MgI -OP -3L — Ferrous Metals, Unprimed, Latex, 3 coats 1. One coat primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat F. Paint GI -OP -3L — Gypsum Board/Plaster, Latex, 3 coats 1. One coat primer: Tnemec Series 51 -792 PVA Sealer 2. Eggshell: Two coats Tnemec Series 6 Tneme -Cryl, 2.0 mils DFT /coat 3. Flat: One coat Tnemec Series 180 W.B. Tneme- Crete, 4.0 mils DFT Note: Thickness of paint in Section 09900 spec was Wet Film Thickness not Dry Film Thickness. All products submitted also meet SDAPCD VOC Rule 67.0 which took effect January 1 st, 2004. Product data sheets are attached for your reference. Please feel free to call if you have any questions. Very truly yours, Denis Amyot TNEMEC Representative GENERIC DESCRIPTION Acrylic Emulsion COMMON USAGE Industrial grade water -based coating with excellent color retention. Good O%unitl protection for most interior /exterior surfaces in mild to moderately severe exposure�.:kpplicLition methods include "dry-fall" under certain conditions (see Application). COLORS Refer to Tnemec Color Guide. FINISH Matte PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. COATING PRIMERS Steel: Series 4, 10, 37H, 90. Primers dry film thickness should be at least 2.0 mils GO microns) above the peaks of the blast profile. (Reference SSPC -PA2). Note: If previous coats contain pinholes to bare steel, flash rusting may occur. Two coats of Series 4, 10 or 37H are required under Series 6. When Series 90 is used as a primer, two coats of Series 6 are required as a topcoat. Galvanized Steel: Self- priming CMU: 54 -562 or 130 Wood: 36 -603 or 151 Self- priming on concrete, masonry, fiberboard, drywall and insulated pipe. Note: Certain colors may require multiple coats depending on method of application and finish coat color. Preceding coat should be in the same color family but noticeably different. PREPARATION SURFACE GALVANIZED STEEL Surface preparation recommendations will vary depending on substrate and exposure conditions. Contact your Tnemec representative or Tnemec Technical Services. �•. NEW CONCRETE & CMU Allow to cure for 28 days. Level protrusions and mortar spatter. DRYWALL Sand joint compound smooth and feather edge. PAINTED SURFACES Remove chalk and old paint not tightly bonded to the surface, patch cracks and spot prime bare areas. Dull glossy surfaces. ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. TECHNICAL DATA VOLUME SOLIDS* 43.0 ± 2.0% RECOMMENDED DFT 2.0 to 3.0 mils (50 to 75 microns) per coat. Note: Roller application over Series 37H requires two coats; otherwise, number of coats required will vary depending on color, substrate (surface) and other variables. Contact your Tnemec representative. CURING TIME Temperature To Touch To Handle To Recoat 75 °F (24 °C) /2 hour 2 hours 2 hours Curing time varies with surface temperature, air movement, humidity and film thickness. Water Tank Exteriors: Five days or more curing time required before filling with water. VOLATILE ORGANIC Unthinned Thinned 5% COMPOUNDS* 1.44 lbs /gallon 1.44 lbs /gallon (172 grams /litre) (172 grams /litre) THEORETICAL COVERAGE* 690 mil sq ft /gal (16.9 m -/L at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS One PACKAGING 55 gallon (208.2L) drums, 5 gallon (18.9L) pails and 1 gallon (3.79L) cans. NET WEIGHT PER GALLON* 11.82 ± 0.25 Ibs (5.48 ± .11 kg) STORAGE TEMPERATURE Minimum 35 °F (2 °C) Maximum 110 °F (43°C) TEMPERATURE RESISTANCE (Dry) Continuous 170 °F (77 0 Intermittent 200 °F (93 °C) SHELF LIFE 24 months at recommended storage temperature. Published technical data and instructions are subject to change without notice. The online catalog at www.inemec.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. December 2003, by Tnemec Company, Inc. 6 M PRODUCT PROFILE GENERIC DESCRIPTION Hydrophobic Acrylic Polymer COMMON USAGE An advanced technology primer with very good early flash -rust resistance and long term corrosion protection. Used for field painting of steel and galvanized steel with mild to moderately aggressive exposures; in industrial and specialized architectural applications. Compatible with many aged coatings (test patch is recommended). Will dry -fall under most conditions (see Application). COLORS 18 -1091 Red, 18 -1092 Gray PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. COATING TOPCOATS Series 6, 28, 29, 30, 113 & 114, 156, 158, 180, 181. Note: Some systems are not recom- mended for frequently sweating or continually wet conditions. Reference the applicable topcoat data sheet for additional information. SURFACE PREPARATION STEEL Weather Exposed: SSPC -SP6 Commercial Blast Cleaning Enclosed, Protected & Mild Environments: SSPC -SP3 Power Tool Cleaning PAINTED SURFACES Remove chalk and old paint not tightly bonded to the surface. Clean all visible rust to bare metal using SSPC -SP11 Power Tool Cleaning to Bare Metal. Feather edges of thick coatings and dull glossy surfaces. (Test patch is recommended.) GALVANIZED STEEL& Surface preparation recommendations will vary depending on substrate and exposure ALUMINUM conditions. Contact your Tnemec representative or Tnemec Technical Services. ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. TECHNICAL DATA VOLUME SOLIDS* 40.0 t 2.0% RECOMMENDED OFT 2.0 to 4.0 mils (50 to 100 microns) per coat. CURING TIME Temperature To Handle To Recoat 75 °F (24 °C) 1 hour 4 hours Note: Allow Series 18 to cure 30 days before topcoating with 113 or 114. Curing time varies with surface temperature, air movement, humidity and film thickness. VOLATILE ORGANIC Unthinned Thinned 5% COMPOUNDS* 1.54lbs /gallon 1.54lbs /gallon (184 grams /litre) (184 grams /litre) THEORETICAL COVERAGE* 648 mil sq ft /gal (15.9 ml /L at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS One PACKAGING 55 gallon (208.2L) drums, 5 gallon (18.9L) pails and 1 gallon (3.79L) cans. NET WEIGHT PER GALLON` 10.34 t 0.25 Ibs (4.7 t .11 kg) STORAGE TEMPERATURE Minimum 35 °F (2 °C) Maximum 110 °F (43 °C) TEMPERATURE RESISTANCE (Dry) Continuous 170 °F (77 °C) Intermittent 200 °F (93 °C) SHELF LIFE 12 months at recommended storage temperature. FLASH POINT • SETA Non - flammable HEALTH & SAFETY Paint products contain chemical ingredients which are considered hazardous. Read con- tainer label warning and Material Safety Data Sheet for important health and safety informa- tion prior to the use of this product. Keep out of the reach of children. Published technical data and Instructions are $object to change without notice. The online catalog at www,tnemec.com shooll be referenced for the most current technical data and Instructions or you may contact year Tnemec representative for current technical data and Instructions. 0 March 2004, by Tnemec Company, Inc. 18 CAUTION! Dry overspray can be wiped or washed from most surfaces. Satisfactory dry -fall performance depends upon height of work, weather conditions, equipment adjustment and proper thinning. Low temperature and high humidity are of particular concern. Test for each application as follows: Spray from 15 to 25 feet towards paint container. The material then should readily wipe off. Note: Heat can fuse -dry overspray to surfaces. Always clean dry overspray from hot surfaces before fusing occurs. Be aware that exterior surface temperatures can be higher than air temperature. COVERAGE RATES' Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Mix by stirring to uniform consistency without creating air bubbles and foam. Stir thoroughly, making sure no pigment remains on the bottom of the can. Do not box or use a paint shaker. THINNING Use only clean tap water. For air spray, thin up to 10% or 3/4 pint (380 mL) per gallon. For airless spray, brush or roller, thin up to 5% or t/4 pint (190 mL) per gallon. SURFACE TEMPERATURE Minimum 45 °F (7 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. APPLICATION EQUIPMENT Air Spray Gun Dry Mils (Microns) Wet Mils (Microns) Sq Ft /Gal (m2 /Gal) Suggested 3.0 (75 ) 7.5 (190) 216 (20.1) Minimum 2.0 (50) 5.0(125) 324 (30.1) Maximum 4.0(100) 10.0 (255) 162 (15.1) Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Mix by stirring to uniform consistency without creating air bubbles and foam. Stir thoroughly, making sure no pigment remains on the bottom of the can. Do not box or use a paint shaker. THINNING Use only clean tap water. For air spray, thin up to 10% or 3/4 pint (380 mL) per gallon. For airless spray, brush or roller, thin up to 5% or t/4 pint (190 mL) per gallon. SURFACE TEMPERATURE Minimum 45 °F (7 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. APPLICATION EQUIPMENT Air Spray Gun Fluid Air Cap I Air Hose I Mat'I Hose Atomizing Pot 60 mesh Tip (124 -165 bar) ID ID Pressure Pressure DeVilbiss E 765 1 5/16" or 3/8" 3/8" or 112" 50 -70 psi 10 -20 psi JGA or 54 (7.9 or 9.5 mm) (9.5 or 12.7 mm) (3.4 -4.8 bar) (0.7 -1.4 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray Tip Orifice Atomizing Pressure Mat'[ Hose ID Manifold Filter 0.013 " - 0.017" 1800 -2400 psi 1/4" or 3/8" 60 mesh (330 -430 microns) (124 -165 bar) (6.4 or 9.5 mm) (250 microns) Reversible Tip Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Note: On projects involving spray equipment being used over consecutive days, follow Cleanup instructions below and then leave xylol in the system overnight, flushing thoroughly with clean water before each start -up. Roller: Application not recommended. Brush: Recommended for small areas only. Use only synthetic or nylon bristle brushes. CLEANUP Flush and clean all equipment immediately after use with clean tap water. Finish by flushing all spray equipment with isopropyl alcohol. Wash brushes in water to remove paint build -up during and after application. *Values may vary with color. WARRANTY & LIMITATION OF SELLER'S LIABILITY: Tnemec Compaq, Inc. warrants only that Its coatings represented herein meet the formulation standards of Toemec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec Company, Inc. shall be for replacement of the predict In the event a defective condition of the product should be found to exist and the caclosive remedy shall not have failed Its essential purpose as long as Toemec Is wiling to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SNAIL BE AVAILABLE TO THE BUYER. Technical and application Information herein is provided for the purpose of establishing a general profile of the coating and proper coating application procedures. Test performance results were obtained M a controlled environment and Tnemec Company makes no claim that these tests or any other tests, accoretely represent &I environments. As application, environmental and design factors can vary significantly, due am should be ememised In the selection and use of the coating. FOR INDUSTRIAL USE ONLY. TNEMEC COMPANY INCORPORATED 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 64120.1312 TEL: 1 800 TNEMEC 1 www.inemec.com PRW D W USA (YDAT018) 18 PRODUCTIIIIINIIIIININ�NI�IIIIIIIIIIIIIIIIIIJ GENERIC DESCRIPTION Acrylic Polymer COMMON USAGE Water- based, acrylic polymer coating providing excellent long term protection in hoth exterior /interior industrial exposures. It is VOC compliant and may be applied by spray, brush or roller over a variety of solvent and waterhorne steel primers, including epoxies. May also he used over many aged coatings. It is mildew resistant and exhibits very good gloss and color stability. COLORS Refer to Tnemec Color Guide. FINISH Series 28: Gloss Series 29: Semi -Gloss PERFORMANCE CRITERIA ExtcnsiVe test data available. Contact your Tnemec representative for specific test results. PRIMERS Wood: 36-603 Steel: Series 10, 18, 27, 30, 37H, 66, N69, 90 -97, 91 -1-1,07 104, 115, 135. Note: Allow Series 10 and 37H to cure one week before topcoating. Use of Series 6 intermediate coat is required for applications over 90 -97 and 91 -1-1,0. Aluminum & Galvanized: Series 25 (with 44 -900 Adhesion Promoter), 27, 66, N69 Concrete: Series 6, 66, 180 Drywall: 51-792, 151 -1051 SURFACE PREPARATION PAINTED SURFACES Remove chalk and old paint not tightly bonded to the surface, patch cracks and spot prime bare areas with a recommended primer. Dull glossy surfaces. A test patch is recommended. Reference Tnemec Overcoat Technical Bulletin. ALL SURFACES ylust he clean, dry and free of oil, grease and other contaminants. TECHNICAL DATA VOLUME SOLIDS` 37.0 ± 2.0% RECOMMENDED DFT 1.5 to 2.0 mils (40 to 50 microns) per coat. Two coats are required. CURING TIME Temperature To Touch To Handle To Recoat 75 °F(24 °(-,) 1 hour 2 hours 2 hours Curing time Varies with surface temperature, air movement, humidity and film thickness. VOLATILE ORGANIC Series 28 Series 29 COMPOUNDS* Unthinned Unthinned 1.59 lhs /gallon 150 Ibs/ gallon (190 grams /litre) (180 grams /litre) THEORETICAL COVERAGE* 594 mil sq fugal (14.8 m' /I. at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS One PACKAGING 55 gallon (208.2L) drums, 5 gallon (18.9L) pails and 1 gallon (3.79L) cans. NET WEIGHT PER GALLON* 10.45 ± 0.25 lhs (4.50 ± .11 kg) STORAGE TEMPERATURE TEMPERATURE RESISTANCE SHELF LIFE FLASH POINT - SETA HEALTH & SAFETY Minimum 35 °F (2 °C) Maximum 110 °F (43 °C) Dry (Continuous) 171 (77 °C) Intermittent 200 °F (93 °C) 12 months at recommended storage temperature. NA Paint products contain chemical ingredients which are considered hazardous. Read con- tainer label warning and Material Safety Data Sheet for important health and safety informa tion prior to the use of this product. Keep out of the reach of children. Published technical data and instructions are subject to change without notice. The online catolog of www.inemec.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. V,' February 2005, h}' Tnemec Ccnnpany, Inc. 28 & 29 M PRODUCT PROFILE GENERIC DESCRIPTION Polyamide Epoxy -Coal Tar COMMON USAGE High -build corrosion resistant coating providing one coat protection for concrete and steel in a variety of chemical, immersion and underground conditions. Also, when a two -coat application is desired, a low film build option is possible. COLOR Black FINISH Semi -gloss SPECIAL QUALIFICATIONS Conforms to the performance requirements of AWWA C 210 (not for potable water contact). PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. COATING SYSTEM PRIMERS Steel: Self- priming or Series 66, N69, 90 -97, 161 Galvanized Steel: Series 66, N69, 161 Concrete: Self- priming, 63 -1500, 218 SURFACE PREPARATION STEEL Immersion Service: SSPC -SP10 Near -White Blast Cleaning Non - Immersion Service: SSPC -SP6 Commercial Blast Cleaning PRIMED SURFACES Immersion Service: Scarify the surface with fine abrasive before topcoating if the Series 66, N69 or 161 prime coat has been exposed to sunlight for 60 days or longer. CAST /DUCTILE IRON Contact your Tnemec representative or Tnemec Technical Services. CONCRETE Allow new concrete to cure for 28 days. Abrasive blast all surfaces referencing SSPC -SP13/ NACE 6 Surface Preparation of Concrete and Tnemec's Surface Preparation and Application Guide. ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. TECHNICAL DATA VOLUME SOLIDS RECOMMENDED DFT CURING TIME VOLATILE ORGANIC COMPOUNDS 75.0 ± 2.0% (mixed) 16.0 to 20.0 mils (405 to 510 microns) 8.0 to 10.0 mils (200 to 250 microns) for the two -coat option To Recoat Temperature To Touch (Min. /Max) Immersion 95 °F (35 °C) 2 hours 3 -14 hours 5 days 85 °F (29 °C) 3 hours 4 -18 hours 6 days 75 °F (24 °C ) 4 hours 6 -28 hours 7 da s 65 °F 18 °C) 6 hours 10 -50 hours 10 days 55 °F (13 °C ) 9 hours 16 hrs - 3 days 14 -16 days 45 °F 7 °C 18 hours 32 hrs - 4 days 1 22 -24 days 35 °F 2 °C 26 hours 44 hrs - 6 days 1 28 -32 days Curing time varies with surface temperature, air movement, humidity and film thickness. Use the above times as guidelines only. Scarify the surface with fine abrasive before recoating if the maximum recoat time has been exceeded. Unthinned Thinned 20% 1.86lbs /gallon 2.76lbs /gallon (223 grams /litre) (330 grams /litre) THEORETICAL COVERAGE 1,203 mil sq ft/gal (29.5 m2 /L at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS Two: Part A and Part B PACKAGING 5 gallon (18.9L) pails and 1 gallon (3.79L) cans — Order in multiples of 2. NET WEIGHT PER GALLON 11.74 t 0.25 Ibs (5.32 t .11 kg) (mixed) Published technical data and instroctions an subject to change without notice. The online catalog at wwwArremec.eum should he referenced for the most current technical data and Instructions or you may contact your Tnemec representative for current techncal data and Instructions. 0 July 2004, by Tnemec Company, Inc. 46H -413 TECHNICAL DATA continued STORAGE TEMPERATURE Minimum 20 °F ( -7 °C) Maximum 110 °F (43 °C) TEMPERATURE RESISTANCE (Dry) Continuous 200 °F (93 °C) Intermittent 250 °F (121 °C) SHELF LIFE 12 months at recommended storage temperature. FLASH POINT • SETA Parts A & B: 81'F (27 °C) HEALTH & SAFETY Paint products contain chemical ingredients which are considered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. APPLICATION COVERAGE RATES* Conventional Build Two -Coat Svstem (DFT each cnatl Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Power mix contents of each container, making sure no pigment remains on the bottom. Pour a measured amount of Part B into a clean container large enough to hold both components. Add an equal volume of Part A to Part B while under agitation. Continue agitation until the two components are thoroughly mixed. Do not use mixed material beyond pot life limits. Note: Both components should be above 50 °F (10 °C) prior to mixing. For application to surfaces between 35 °F to 50 °F (2 °C to 10 °C), allow mixed material to stand thirty (30) minutes and restir before using. For optimum application properties, the material temperature should be above 60 °F (16 0C). POT LIFE 16 hours at 35 °F (2 °C) 6 hours at 55 °F (13 °C) 2 hours at 75 °F (24 °C) 3/4 hour at 95oF (35 °C) THINNING Use No. 2 Thinner. For air spray, thin up to 20% or 11/2 pints (760 mL) per gallon; for airless spray, thin up to 5% or Y4 pint (190 mL) per gallon. SURFACE TEMPERATURE Minimum 35 °F (2 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. Coating won't cure below minimum surface temperature. APPLICATION EQUIPMENT Air Sorav Gun Dry Mils (Microns) Wet Mils (Microns) Sq Ft /Gal (m2 /Gal) Dry Mils (Microns) Wet Mils (Microns) Sq Ft /Gat (m2 /Gal) Suggested 18.0 (455) 24.0 (610) 69 (6.4) 9.0 (225) 12.0 (300) 134 (12.5) Minimum 16,0 (405) 21,5 (545) 75 (7.0) 8.0(200) 11,0 (275 ) 150 (14.0) Maximum 20.0 (510) 27.0 (685) 59 (5.5) 10.0 (250) 13.0 (325) 120 (11.2) Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Power mix contents of each container, making sure no pigment remains on the bottom. Pour a measured amount of Part B into a clean container large enough to hold both components. Add an equal volume of Part A to Part B while under agitation. Continue agitation until the two components are thoroughly mixed. Do not use mixed material beyond pot life limits. Note: Both components should be above 50 °F (10 °C) prior to mixing. For application to surfaces between 35 °F to 50 °F (2 °C to 10 °C), allow mixed material to stand thirty (30) minutes and restir before using. For optimum application properties, the material temperature should be above 60 °F (16 0C). POT LIFE 16 hours at 35 °F (2 °C) 6 hours at 55 °F (13 °C) 2 hours at 75 °F (24 °C) 3/4 hour at 95oF (35 °C) THINNING Use No. 2 Thinner. For air spray, thin up to 20% or 11/2 pints (760 mL) per gallon; for airless spray, thin up to 5% or Y4 pint (190 mL) per gallon. SURFACE TEMPERATURE Minimum 35 °F (2 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. Coating won't cure below minimum surface temperature. APPLICATION EQUIPMENT Air Sorav Low temperatures or longer hoses require higher pot pressure. Airless Sorav Tip Orifice Gun Fluid Air Cap Air Hose Mat'I Hose Atomizing Pot Tip ID ID Pressure Pressure DeVilbiss E 78 5/16" or 3/8" 1/2" 75 -100 psi 20 -40 psi MBC or JGA (7.9 or 9.5 mm) (12.7 mm) (5.2 -6.9 bar) 0.4 -2.8 bar) Low temperatures or longer hoses require higher pot pressure. Airless Sorav Tip Orifice Atomizing Pressure Mat'[ Hose ID Manifold Filter 0.017 " - 0.027" (430 -685 microns) 2400 -3000 psi (165 -207 bar) 3/8" or 1/2" (9.5 or 12.7 mm) 60 mesh (250 microns) Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Note: Application over inorganic zinc -rich primers: Apply a wet mist coat and allow tiny bubbles to form. When bubbles disappear in 1 to 2 minutes, apply a full wet coat at specified mil thickness. Brush: Brushing is recommended on small areas only. Ladle material on and then use flat side of brush to spread. Do not brush out to thin film as with conventional coatings. CLEANUP Flush and clean all equipment immediately after use with the recommended thinner or xylol. WARRANTY A LIMITATION Of SELLER'S LIABILITY: Tneauc Company, Inc. warrants only that Its coatings represented herein meet the formulation standards all Tnemec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY. EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The boyer's sole and exclusive remedy against Toemet Company, Inc. shag be Ter replacement of the product In the event a defective condition of the predict should be found to exist and the exclusive remedy shall not have failed Its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED 10, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technkal and application infurmalnn herein Is provided for the purpose of establishing a general profit of the coating and proper coating application procedures. Test performance results wane obtained in a controlled environment and Tnemac Company makes no claim that these tests on any other tests, accurately represent all environments. As application, environmental and design factors can very significantly. due care should he exercised in We selection and use of the roMng. FOR INDUSTRIAL USE ONLY. TNEMEC COMPANY INCORPORATED PRM IN USA 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 641201372 TEL: 1 800 TNEMEC 1 www.inemee.com (YDAT045) 461-1-413 GENERIC DESCRIPTION Vinyl Acrylic COMMON USAGE A waterhorne primer -sealer for drywall in interior dry environments. Ptmidcs a uniform seal and holdout for recommended water- and oil -based finishes. Also on nu>st pipe insulation. COLOR Translucent White COATING TOPCOATS Series 2H, 6, 23, 66, 113, 114, 161 PREPARATION SURFACE ALL SURFACES Must he clean, dry and free of oil, grease and other contaminants. Sand joint compound smooth and feather edge. TECHNICAL DATA VOLUME SOLIDS 28.0 ± 2.0% RECOMMENDED DFT 1.0 to 2.0 mils (25 to 50 microns) per coat. CURING TIME Temperature To Touch To Handle To Recoat 75 °F (24 °C) V, hour 1 hour 3 hours Curing time varies with surface temperature, air movement, humidity and film thickness. VOLATILE ORGANIC Unthinned Thinned 5% COMPOUNDS 1.31 lbs /gallon 1.31 lbs /gallon (157 grams /litre) (157 grams /litre) THEORETICAL COVERAGE 449 mil sq ft /gal (11.0 m =/L at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS one PACKAGING 5 gallon (18.9L) pails and 1 gallon (3.791) cans. NET WEIGHT PER GALLON 10.35 ± 0.25 lbs (4.69 ± .11 kg) STORAGE TEMPERATURE Minimum 35 °F (2 °C) Maximum 110 °F (43 °C) SHELF LIFE 24 months at recommended storage temperature. FLASH POINT - SETA NA HEALTH & SAFETY Paint products contain chemical ingredients which are considered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. Published technical data and instructions are subject to chonge without notice. The online catalog at www.inemac.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. 't; funs 2003, by "f'nemcc Comp;111y, Inc. 51 -792 Series V69 conforms with air pollution regulations limiting Volatile Organic Compounds (VOC) to a maximum of 251: (2.08 Ibs /gal; GENERIC DESCRIPTION Polyamicloamine Epoxy COMMON USAGE An advanced generation epoxy for protection and finishing of steel and conrrctc. It ha,, cxccllcnt 75 °F (24 °C) resistance to abrasion and is suitable for immersion as well as chemical contact exposure. Contact 5 hours your local Tnemec representative for a list of chemicals. This product can also be used for lining 65 °F (18 °C) storage tanks that contain demineralized, deionized or distilled water. COLORS Refer to Tnemec Color Guide. Note: Epoxies chalk with extended exposure to sunlight. Lack of 55 °F (13 °C) ventilation, incomplete mixing, miscatalyzation or the use of heaters that emit carbon dioxide and 16 -20 hours carbon monoxide during application and initial stages of curing may cause yellowing to occur. FINISH Satin SPECIAL QUALIFICATIONS A two -coat system at 4.0 -6.0 dry mils (100 -150 dry microns) per coat passes the performance require- 35 °F (2 °C) ments of MII.- C -4556E for fuel storage. PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. COATING SYSTEM PRIMERS Steel: Self - priming or Series 1, 27, 37H, 66, 90, 91 -H20, 135, 161, 530, 594 Galvanized Steel and Non - Ferrous Metal: Self- priming or Series 66, 161 Concrete: Self - priming or 54 -660, 130, 218, 219 CMU: Self - priming or 54 -562, 54 -660, 130, 216, 218, 219 TOPCOATS 46H -413, 66, N69, 73, 84, 104, 113, 114, 161, 175, 1070, 1071, 1072, 1074, 10755, 1078. Refer to COLORS on applicable topcoat data sheets for additional information. Note: When topcoating with Endura - Shield polyurethane finish, exterior exposed Series N69 has the following maximum time to recoat: Series 175, 1074 or 1075, 60 clays; Series 73, 90 days. If these times are exceeded an epoxy intermediate coat or scarification is required before topcoating. Refer to appropriate topcoat data sheet for additional information. SURFACE PREPARATION STEEL Immersion Service: SSPC -SP10 Near -White Blast Cleaning Non - Immersion Service: SSPC -SP6 Commercial Blast Cleaning PRIMED STEEL Immersion Service: Scarify the surface before topcoating if the Series 66, N69 or 161 prime coat has been exterior exposed for 60 days or longer. GALVANIZED STEEL 8 Surface preparation recommendations will vary depending on substrate and exposure NON- FERROUS METAL conditions. Contact your Tnemec representative or Tnemec Technical Services. CAST/DUCTILE IRON Contact your Tnemec representative or Tnemec Technical Services. CONCRETE Allow new concrete to cure 28 days. For optimum results and /or immersion service, abrasive blast referencing SSPC- SP13 /NACE 6 Surface Preparation of Concrete and Tnemec's Surface Preparation and Application Guide. CMU Allow mortar to cure for 28 days. Level protrusions and mortar spatter. PAINTED SURFACES Non - Immersion Service: Ask your Tnemec representative for specific recommendations. ALL SURFACES Must be clean, dry and free of oil, grease, chalk and other contaminants. TECHNICAL DATA VOLUME SOLIDS* RECOMMENDED DFT CURING TIME AT 5 MILS DFT Without 44 -700 Accelerator With 44 -700 Accelerator VOLATILE ORGANIC COMPOUNDS* THEORETICAL COVERAGE* NUMBER OF COMPONENTS PACKAGING 67.0 f 2.0% (mixed) 2.0 to 10.0 mils (50 to 255 microns) per coat. Note: MIL -C -4556E applications require two coats at 4.0- 6.0 mils (100 -150 microns) per coat. Otherwise, the number of coats and thickness requirements will vary with substrate, application method and exposure. Contact your Tnemec representative. Temperature To Handle To Recoat Immersion 75 °F (24 °C) 6 hours 9 hours 7 days 75 °F (24 °C) 4 hours 5 hours 7 days 65 °F (18 °C) 7 -8 hours 9 -11 hours 8 days 55 °F (13 °C) 12 -14 hours 16 -20 hours 9 -10 days 45 °F (7 °C) 18 -22 hours 28 -32 hours 12 -13 days 35 °F (2 °C) 28 -32 hours 46 -50 hours 16 -18 clays Curing time varies with surface temperature, air movement, humidity and film thickness. N69: Unthinned Thinned 10% V69: Unthinned Thinned 2.5% 2.381bs /gallon 2.791bs /gallon 1.951bs /gallon 2.08lbs /gallon (285 grams/litre) (334 grams /litre) (234 grams /litre) (250 grams /litre) 1,074 mil sq ft /gal (26.4 in 211, at 25 microns). See APPLICATION for coverage rates. Two: Part A and Part B 5 gallon (18.9L) pails and 1 gallon (3.79L) cans - Order in multiples of 2. Published technical data and instructions are subject to change without notice. The online catalog of www.tnemec.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. August 2004, by Tnemec Company, Inc. N69 PRODUCT PROFILE GENERIC DESCRIPTION Aromatic Urethane, Zinc -Rich COMMON USAGE An advanced technology, two - component, moisture- cured, zinc -rich printer prov iding extraordinary peformance. It's user friendly and rapid curing so chemical - and corrosion - resistant topcoats can be applied the "same- day." Also used for field touch -up of inorganic zinc coating. Application methods include "dry-fall" under certain conditions (see Applica- tion). ZINC DUST CONTENT 83% by weight in dried film COLOR 90 -97 Reddish -gray SPECIAL QUALIFICATIONS Meets RISC requirements of a Class B surface with a mean slip coefficient no less than 0.50 and a tension creep not in excess of .005 inches (.13 mm). Series 90 -97 Tneme -Zinc uses a zinc dust which meets the requirements of ASTM D 520 Type III and contains less than .002% lead. This level qualifies it to be classed as "non -lead" (less than 0.06% lead by weight) as defined in Part 1303 of the Consumer Product Safety Act Regulations. Conforms to SSPC Paint 20, Type H. PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. COATING SYSTEM TOPCOATS Series 6, 25, 27, 46H -413, 66, N69, 73, 84, 104, 113, 114, 161, 175, 594, 1074, 1075 Note: Certain topcoat colors may not provide one -coat hiding depending on method of application. Contact your Tnemec representative. SURFACE PREPARATION Severe Exposure: SSPC -SP10 Near -White Blast Cleaning. Moderate Exposure: SSPC -SP6 Commercial Blast Cleaning. TECHNICAL DATA VOLUME SOLIDS 63.0 ± 2.0% (mixed) RECOMMENDED DFT 2.5 to 3.5 mils (65 to 90 microns) per coat. CURING TIME Temperature* To Handle To Recoat Without 44 -110 With 44 -110 VOLATILE ORGANIC COMPOUNDS THEORETICAL COVERAGE NUMBER OF COMPONENTS PACKAGING 75 °F (24 °C) 1 hour 4 hours 65 °F (18 °C) 1112 hours 5 hours 55 °F (I VC) 2 hours 6 hours 45 °F (7 °C) 21/2 hours 7 hours 35 °F (2 °C) 3 hours 8 hours * 50% relative humidity. Curing time will vary with surface temperature, humidity and film thickness. Reference the 44 -710 Urethane Accelerator product data sheet. Unthinned Thinned 2.5% Thinned 10% 2.671bs /gallon 2.78lbs /gallon 3.09lbs /gallon (320 grams /litre) (333 grams /litre) (370 grams /litre) 1,011 mil sq ft/gal (24.8 m2 /L at 25 microns). See APPLICATION for coverage rates. Two: Part A and Part B Four - Gallon and One - Gallon Kits: Consist of one premeasured container of liquid (Part A) and one premeasured container of powder (Part B). When mixed, yields four gallons (1.5.1L) or one gallon (3.79L). NET WEIGHT PER GALLON 23.94 ± 0.60 lbs (10.86 ± .27 kg) STORAGE TEMPERATURE Minimum 20 °F ( -7 °C) Maximum 110 °F (43 °C) TEMPERATURE RESISTANCE (Dry) Continuous 250 °F (121 °C) Intermittent 300 °F (149 °C) SHELF LIFE Part A: 12 months at recommended storage temperature. Part B: 24 months at recommended storage temperature. FLASH POINT - SETA Part A: 78 °F (26 °C) Part B: NA HEALTH & SAFETY Paint products contain chemical ingredients which are considered hazardous. Read con- tainer label warning and Material Safety Data Sheet for important health and safety informa- tion prior to the use of this product. Keep out of the reach of children. Published technical data and instructions are subject to change without notice. The online catalog at www.toemec.corn should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. June 2004, by Tnemec Company, Inc. 90 -97 EQ PRODUCT PROFILE GENERIC DESCRIPTION Waterborne Cementitious Acrylic COMMON USAGE Exceptional filling capabilities for interior /exterior porous concrete and CMU. Accommo- dates a variety of high performance water- and solvent -based topcoats in moderately severe exposures. COLORS 130 -6602: Off -White PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. COATING SYSTEM PATCHING COMPOUND Series 130 -6603 TIECOATS/TOKOATS Series 6, 66, N69, 84, 104, 113, 114, 151, 156, 157, 158, 161, 201, 270, 280 SURFACE PREPARATION CONCRETE Allow new concrete to cure for 14 days. Abrasive blast referencing SSPC- SP13 /NACE 6 Surface Preparation of Concrete and Tnemec's Envirofill Application Guide. Large voids, bugholes and other cavities should be filled with materials recommended by Tnemec Company, Inc. CMU Allow mortar to cure for 14 days. Level protrusions and mortar spatter. ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. Not recommended for previously - painted surfaces. TECHNICAL DATA VOLUME SOLIDS' 68.0 ± 2.0% (mixed) CURINGTIME Temperature To Touch To Recoat 75 °F (24 °C) 1/, hour 18 hours Recoat times are dependent on topcoat and environmental conditions. Curing time varies with surface temperature, air movement, humidity and film thickness. VOLATILE ORGANIC Unthinned Thinned 5% COMPOUNDS 0.63 Ibs /gallon 0.63 Ibs /gallon (75 grams /litre) (75 grams /litre) THEORETICAL COVERAGE' 1,091 mil sq ft/gal (26.8 mz /L at 25 microns). NUMBER OF COMPONENTS Three: Part A, Part B and Part C PACKAGING Large kit — 6 gallon pail of liquid Part A, 31/2 gallon pail of powder Part B, and Part C packaged in a separate plastic bottle. Yields 5 gallons (18.9L). Small kit — Individual plastic containers for each component; yields 1 gallon (3.79L). NET WEIGHT PER GALLON" 10.75 t 0.25 Ibs (4.88 t .11 kg) (mixed) STORAGE TEMPERATURE Minimum 35 °F (2 °C) Maximum 110 °F (43 °C) TEMPERATURE RESISTANCE (Dry) Continuous 170 °F (77 °C) Intermittent 200 °F (93 °C) SHELF LIFE 24 months at recommended storage temperature. FLASH POINT • SETA NA HEALTH & SAFETY This product contains chemical ingredients which are considered hazardous. Read con- tainer label warning and Material Safety Data Sheet for important health and safety infor- mation prior to the use of this product. Keep out of the reach of children. published technical data and Instructions are sdbitet to change withoet notice. The online catalog at www.tnnaec. core sho ld be referenced for the nest current technical data and Instructions or you may contact year Tnewec representative for current technical data and Instructions. © December 2003, by Tnemec Company, Inc. 130 APPLICATION SPREADINGRATE* Dense CMU: From 85 to 115 sq ft/gal (7.9 to 10.7 ml/gal) Lightweight CMU: From 60 to 80 sq ft /gal (5.6 to 7.4 ml/gal) Allow for application losses due to surface irregularities and substrate porosity. Application below minimum or above maximum spreading rates may adversely affect coating performance, Maximum performance is obtained when the coating is applied to form a continuous, void -free film. MIXING Slowly pour Part C into Part A while under agitation. After these liquids are thoroughly blended, Slowly sift in powder Part B. — Do not reverse this procedure — Use power mixer, keeping material under constant agitation while adding the powder. Mix until material is free of lumps and compo- nents are thoroughly blended. After mixing, material may thicken or gel if not agitated. Remixing will return material to fluid state. Do not use mixed material beyond pot life limits. POTLIFE 8 hours at 77 °F (25 °C) THINNING Use clean water. For air spray, airless spray, roller or brush application, thin up to 10% or 3/4 pint (380 mL) per gallon if needed, SURFACE TEMPERATURE Minimum 50 °F (10 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. Note: If environmental conditions dictate, such as high air or substrate temperatures or dry winds, the surface can be "pre -wet" or dampened with clean water prior to application. Do not overly saturate. APPLICATION EQUIPMENT Note: For the smoothest achievable finish, follow all methods of application by using a rubber squeegee or foam /cork float to remove excess material. Air Spray Gun Fluid Air Cap I Air Hose I Mat'I Hose I Atomizing Pot 3/8" Tip (785 -890 microns) ID ID Pressure Pressure DeVilbiss D 64 1 5/16" or 3/8" 3/8" or 1/2" 40 -50 psi 20 -30 psi MBC or JGA (7.9 or 9.5 mm) 1 (9.5 or 123 mm) (2.8 -3.4 bar) (1.4 -2.1 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray Pump Tip Atomizing Pressure Mat'I Hose ID Graco 35 to 1 0.031" to 0.035" 2400 -3000 psi 3/8" Senator or larger (785 -890 microns) (165 -207 bar) (9.5 mm) Min. 1.5 GPM rating Reversible tip minimum Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Remove all filters. If pump pulsation (surging) occurs, equip pump with Graco Model 214 -623 Surge Tank without filter or equivalent. Backroll material immediately after spray application to force material into voids and hairline cracks. Roller: Use a synthetic nap cover; 1 inch to 1 -1/2 inches (2.5 cm to 3.8 cm) is recommended for most porous block. Use shorter nap for smooth, dense surfaces. Brush: Apply with a nylon brush, work material into voids. CLEANUP Flush and clean all equipment immediately after use with warm water. *Values may vary with color. WARRANTY & LIMITATION OF SELLER'S LIABILITY: Taemec Company, Inc. warrants only that its coatings represented berem meet the formulation standards of Teener Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED 70, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnema Company, Inc. shall he for replacement of the product in the event a detective condition of the product should be found to exist and the excleshre remedy shall not have failed Its essential purpose as long as Tnenac Is trilling to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and appmntion Information herein is provided for the purpose of establishing a general profile alike MAN and proper coating appikation procedures. Test performance results wait obtained In a controlled emlmaneat and Tnenec Company makes ne claim that muse tests or any other tests, accurately represent all environments. As application, environmental and design factors can vary sigaNicantly, due case should be exercised In the selection and use of the coating. FOR INDUSTRIAL USE ONLY. TNEMEC COMPANY INCORPORATED PRINTED NUSA 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 641201372 TEL: 1 800 TNEMEC 1 www.lnemec.com (YDAT130) 130 0 GENERIC DESCRIPTION Modified Polyamidoamine Epoxy COMMON USAGE High- build, flexible coating for marginally prepared rusty steel and tightly adhering old coatings. Excellent abrasion -, chemical - and corrosion - resistance. Perfect foundation for aliphatic - polyurethanes. NOT FOR IMMERSION SERVICE. COLORS DC74 Off - White, 1243 Metallic Aluminum and more; refer to Tnemec Color Guide. Note: Epoxies chalk with extended exposure to sunlight. Lack of ventilation, incomplete mixing, miscatalyzation or the use of heaters that emit carbon dioxide and carbon monoxide during application and initial stages of curing may cause yellowing to occur. FINISH Semi -gloss PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. PRIMERS Steel• Self- priming Galvanized Steel and Non - Ferrous Metal• Self - priming TOPCOATS Series 28, 29, 30, 66, N69, 73, 84, 104, 135, 161, 175, 1074, 1075. Note: When topcoating with Endura- Shield polyurethane finish, exterior exposed Series 135 has the following maximum time to recoat: Series 73, 175, 1074 or 1075, 60 days. If this time is exceeded, an epoxy intermediate coat or scarification is required before topcoating. Refer to appropriate topcoat data sheet for additional information. STEEL Abrasive blast cleaning generally produces the best coating performance. If conditions won't permit this, Series 135 may be applied to SSPC -SP2 or SP3 Hand or Power Tool Cleaned surfaces. GALVANIZED STEEL & Surface preparation recommendations will vary depending on substrate and exposure NON-FERROUS METAL conditions. Contact your Tnemec representative or Tnemec Technical Services. PAINTED SURFACES Test patch is recommended. Note: Contact Tnemec Technical Services if application is over Series 4, 10 or chlorinated rubber coatings. ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. VOLUME SOLIDS* 84.0 ± 2.00/o (mixed) RECOMMENDED OFT Conventional Build: 4.0 to 6.0 mils (100 to 150 microns) per coat. Hi- Build: 7.0 to 9.0 mils (180 to 230 microns) per coat. Note: Number of coats and thickness requirements will vary with substrate, application method and exposure. Contact your Tnemec representative. CURING TIME Temperature To Touch To Handle To Recoat 75 °F (24 °C) 6 hours at 5.0 mils DFT 18 hours 24 hours Published technical data and instructions are subject to change without notice. The online catalog of www.tnemec.com should be referenced for the most current technical data and Instructions or you may contact your Tnemec representative for current technical data and instructions. ®June 2002, by Tnemec Company, Inc 135 Curing time varies with surface temperature, air movement, humidity and film thickness. VOLATILE ORGANIC Unthinned Thinned 15% (No. 19 Thinner) Thinned 15% (No. 18 Thinner) COMPOUNDS* 1.16lbs /gallon 1.921bs /gallon 2.06lbs /gallon (139 grams /litre) (230 grams /litre) (247 grams /litre) THEORETICAL COVERAGE* 1,347 mil sq ft /gal (33.1 mZ /L at 25 microns). See APPLICATION for coverage rates. NUMBER Of COMPONENTS Two: Part A and Part B PACKAGING Five- Gallon Kit: Consists of four gallons of Part A in a five- gallon pail and one gallon of Part B in a one - gallon can. When mixed, yields five gallons (18.9L). One- Gallon Kit: Consists of a partially filled one - gallon can of Part A and a partially filled one -quart can of Part B. When mixed, yields one gallon (3.79L). NET WEIGHT PER GALLON* Series 135: 12.30 ± 0.25 lbs (5.58 ± .11 kg) (mixed) 135 -1243: 11.52 ± 0.25 lbs (5.23 ± .11 kg) (mixed) STORAGE TEMPERATURE Minimum 20 °F ( -7 °C) Maximum 120 °F (49 °C) TEMPERATURE RESISTANCE (Dry) Continuous 250 °F (121 °C) Intermittent 275 °F (135 °C) SHELF LIFE 24 months at recommended storage temperature. Published technical data and instructions are subject to change without notice. The online catalog of www.tnemec.com should be referenced for the most current technical data and Instructions or you may contact your Tnemec representative for current technical data and instructions. ®June 2002, by Tnemec Company, Inc 135 FLASH POINT • SETA Part A: 75 °F (25 °C) Part B: 201 °F (94 °C) HEALTH 8 SAFETY Paint products contain chemical ingredients which are considered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. COVERAGE RATES* MIXING POT LIFE THINNING SURFACE TEMPERATURE APPLICATION EQUIPMENT CLEANUP Conventional Build HI -Build (Spray, Brush or Roller) ( Sorav (hely) Note: Can be spray applied at 7.0 to 9.0 mils (180 to 230 microns) DFT per coat when extra protection or the elimination of a coat is desired. Can be sprayed at 4.0 to 6.0 mils (100 to 150 microns) DFT per coat for use in systems requiring a conventional build. Brush or roller will normally achieve The 4.0 mil (100 microns) minimuin for conventional build application. However, under certain conditions some colors may require two coats to achieve suggested film fllickness. Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. Power mix contents of each container, making sure no pigment remains on the bottom. Add the contents of the can marked Part B to Part A while under agitation. Continue agitation until the two components are thoroughly mixed. Do not use mixed material beyond pot life limits. Note: Both components must be above 50T (10 °C) prior to mixing. For application to surfaces between 50 °F to 607 (10 °C to 16 °C), allow mixed material to stand thirty (30) minutes and restir before using. For optimum application properties, blended components should be above 60 °F (16 °C). 8 hours at 50 °F (10 °C) 4 hours at 77°F (25 °C) 2 hours at 1007 (38 °C) For air or airless spray, thin 10% to 15% or 3/4 pint to 11 /a pints (380 to 570 mL) per gallon with No. 19 Thinner. For brush or roller, thin 10% to 15% or 3/4 pint to 11/4 pints (380 to 570 mL) per gallon with No. 18 Thinner. Minimum 50T (10 °C) Maximum 135T (57°C) The surface should be dry and at least 5 °F WC) above the dew point. Note: Amine blush may develop during cure if the surface temperature drops below the minimum, particularly under high humidity. Blush must be removed prior to topcoating; contact your Tnemec representative. Air Sorav Gun Dry Mils (Microns) wet Mils (Microns) Sq Ft/Gal (m= /Gal) Dry Mils (Microns) wet Mils (Microns) Sq Ft/Gal (m' /Gal) Suggested 5.0 (125) 6.0(150) 269 (25.0) 8.0(205) 9.5 (240) 168 (15.6) Minimum 4.0(100) 5.0 (125) 337 (31.3) 7.0080) 8.5 (215) 192 (17.8) Maximum 6.0 (150) 7.0(180) 224 (20.8) 9.0 (230) 11.0 (280) 150 (13.9) Note: Can be spray applied at 7.0 to 9.0 mils (180 to 230 microns) DFT per coat when extra protection or the elimination of a coat is desired. Can be sprayed at 4.0 to 6.0 mils (100 to 150 microns) DFT per coat for use in systems requiring a conventional build. Brush or roller will normally achieve The 4.0 mil (100 microns) minimuin for conventional build application. However, under certain conditions some colors may require two coats to achieve suggested film fllickness. Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. Power mix contents of each container, making sure no pigment remains on the bottom. Add the contents of the can marked Part B to Part A while under agitation. Continue agitation until the two components are thoroughly mixed. Do not use mixed material beyond pot life limits. Note: Both components must be above 50T (10 °C) prior to mixing. For application to surfaces between 50 °F to 607 (10 °C to 16 °C), allow mixed material to stand thirty (30) minutes and restir before using. For optimum application properties, blended components should be above 60 °F (16 °C). 8 hours at 50 °F (10 °C) 4 hours at 77°F (25 °C) 2 hours at 1007 (38 °C) For air or airless spray, thin 10% to 15% or 3/4 pint to 11 /a pints (380 to 570 mL) per gallon with No. 19 Thinner. For brush or roller, thin 10% to 15% or 3/4 pint to 11/4 pints (380 to 570 mL) per gallon with No. 18 Thinner. Minimum 50T (10 °C) Maximum 135T (57°C) The surface should be dry and at least 5 °F WC) above the dew point. Note: Amine blush may develop during cure if the surface temperature drops below the minimum, particularly under high humidity. Blush must be removed prior to topcoating; contact your Tnemec representative. Air Sorav Gun Fluid Air Cap I Air Hose I Mat'1 Hose I Atomizing Pot 60 mesh (250 microns) Tip ID ID Pressure Pressure DeVilbiss E 765 5/16" or 3/8" 3/8" or 1/2" 70 -90 psi 20 -30 psi MBC or JGA or 78 (7.9 or 9.5 mm) (9.5 or 12.7 mm) (4.8 -6.2 bar) (1.4 -2.1 bar) Low temperatures or longer hoses require higher pot pressure. Airless Sorav Tip Orifice Atomizing Pressure Mat'l Hose ID Manifold Filter 0.015 " - 0.021" (380 -535 microns) 2800 -4200 psi (193 -290 bar) 1/4" or 3/8" (6.4 or 9.5 mm) 60 mesh (250 microns) Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Note: Series 135 -1243 must be applied by brush or roller to achieve aluminum appearance. For spray application, contact your Tnemec representative. Roller: Use 3/8" or 1/2" (9.5 mm or 12.7 mm) synthetic nap covers. Brush Use high quality natural or synthetic bristle brushes. Flush and clean all equipment immediately after use with the recommended thinners or MEK. *Values may vary with color. WARRANTY 8 LIMITATION OF SELLER'S LIABILITY: Faemec Company, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY IMPLIED WARRANTY Of MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec Company, Inc. shall be For replacement of the product in the event o defective condition of the Product should be found to exist and the exclusive remedy shell not hove foiled its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information herein is provided for the purpose of establishing o general profile of the coating and proper coating application procedures. Test performance results were obtained in o controlled environment and Tnemec Company makes no (him that these tests or any other tests, accurately represent all environments. As application, environmental and design factors con vary significantly, due care should be exercised in the selection and use of the coating. FOR INDUSTRIAL USE ONLY. THEME( COMPANY INCORPORATED 6800 CORPORATE DRIVE, XANSAS CITY, MISSOURI 641201372 TEL: 1 800 THEME( I www,ineMe(.com PRINTED IN USA (YDAT135) 135 GENERIC DESCRIPTION Acrylic Emulsion COMMON USAGE Decorative, high -build protection against weather, driving rain, industrial fumes and alternate freezing - thawing. Mildew - resistant. Available in smooth and sand - texture finishes for con- crete, CMU and properly primed steel. Spray application "dry- falls" under certain conditions. COLORS Refer to Tnemec ColorBook. ® FINISH Series 180: Flat, smooth Series 181: Flat, sand texture PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. PRIMERS Self- priming on concrete, masonry, brick, stucco and lightweight block. Split -Face & Split- Fluted CMU: Series 130, 54 -562 Steel• 10 -99, N27, 37H, 66, N69, 90E -92, N140, 161 TOPCOATS For accent colors— Series 6, 28 & 29 Prepare surfaces by method suitable for exposure and service. Refer to the primer data sheet. PAINTED SURFACES Remove chalk and old paint not tightly bonded to the surface. Patch cracks. ALL SURFACES Must be clean, dry and free of oil, grease, form release agents and other contaminants. Allow new concrete, masonry and stucco to cure 7 days. Level protrusions and mortar spatter. VOLUME SOLIDS* 44.0 ± 2.0% RECOMMENDED OFT 4.0 to 10.0 mils (100 to 255 microns) per coat. Note: Number of coats and thickness requirements will vary with substrate, application method and exposure. See APPLICATION and/or contact your Tnemec representative. CURING TIME Temperature To Touch To Recoat 75 °F (24aC) 1 hour 3 hours Curing time varies with surface temperature, air movement, humidity and film thickness. VOLATILE ORGANIC Unthinned Thinned 5% COMPOUNDS 0.89 -1.32 lbs /gallon 0.89 -1.32 lbs /gallon (107 -158 grams /litre) (107 -158 grams /litre) THEORETICAL COVERAGE* 705 mil sq ft/gal (17.3 mz /L at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS One PACKAGING 5 gallon (18.9L) pails and 1 gallon (3.79L) cans. NET WEIGHT PER GALLON* 11.50 ± 0.25 lbs (5.22 ± .11 kg) STORAGE TEMPERATURE Minimum 35 °F (2 °C) Maximum 110 °F ('43 °C) TEMPERATURE RESISTANCE (Dry) Continuous 170 °F (77°C) Intermittent 200 °F (93 °C) SHELF LIFE 24 months at recommended storage temperature. FLASH POINT • SETA NA HEALTH & SAFETY Paint products contain chemical ingredients which are considered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. Published technical data and instructions are subject to change without notice. The online catalog at www.inemec.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical onto and instructions. Q June 2000, by Tnemec Company, Inc. ISO & ISI CAUTION! Dry overspray can be wiped or washed from most surfaces. Satisfactory dry-fall performance depends upon height of work, weather conditions, equipment adjustment and proper thinning. Low temperature and high humidity are of particular concern. Test for each application as follows: Spray from 15 to 25 feet towards paint container. The material then should readily wipe off. Note: Heat can fuse -dry overspray to surfaces. Always clean dry overspray from hot surfaces before fusing occurs. Be aware that exterior surface temperatures can be higher than air tem- perature. COVERAGE RATES* MIXING THINNING SURFACE TEMPERATURE APPLICATION EQUIPMENT CLEANUP Dense Concrete, Masonry and Filled CMU CMU (First Coat) Dry Mils (Microns) Wet Mils (Microns) Sq Ft/Gal (m'/Gal) Minimum 4.0 (100) 95 (240) 176 (16.3) Maximum 8.0 (205) 19.0 (485) 88 (8.2) CMU (First Coat) Minimum 8.0 (205) 19.0 (485) 88(8.2) Maximum 10.0 (255) 24.0 (610) 71 (6.5) Primed Steel Minimum 4.0(100) 9.5 (240) 176 (16.3) Maximum 6.0(150) 1 14.5 (370) 1 118 (10.9) Allow for application losses and surface irregularities. Spreading rates are approximate and variable based on the roughness and porosity of substrates; also the method of application. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Wet and dry film thicknesses are calculated from the sq ft/gal figures. There is no method for accurately measuring the applied film thickness of texture coatings. Application of coating below minimum or above maximum recommended dry film thick - nesses may adversely affect coating performance. Important: Protection against weather, driving rain and alternate freezing and thawing is obtained when coating is applied to form a continuous, void -free film. The coating must be brushed, rolled or sprayed and back- rolled onto block. Grooves in scored and fluted block must be brushed. Two coats are normally recommended for lightweight block. Split -face and split -fluted block must be filled. Contact your Tnemec representative for specific coating system recommendations. Stir thoroughly with a power mixer, making sure no pigment remains on the bottom of the can. Normally none required. Can be thinned up to 5% or 1/ pint (190 mL) per gallon with clean water. Minimum 40 °F WC) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the clew point. Series 180 or 181 Air Spray Gun Fluid Air Cap I Air Hose I Mat'1 Hose Atomizing Pot 30 mesh (600 microns) Tip ID ID Pressure Pressure Binks 67 1 67 PB 1 5/16" or 3/8" 1/2" 50 -70 psi 30 -40 psi Model 95 (7.9 or 9.5 mm) (12.7 mm) (3.4 -4.8 bar) Series 180 only Airless Spray Tip Orifice Atomizing Pressure Mat'1 Hose ID Manifold Filter 0.023 " - 0.031" (.585 -785 microns) 2000 -2800 psi (138 -193 bar) 3/8" (9.5 mm) 30 mesh (600 microns) Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Roller: Use a synthetic cover. For smooth surfaces use 3/8" to 3/4" (9.5 mm to 19.0 mm) nap. For rough surfaces use 3/4" (19.0 mm) or longer nap. To obtain proper penetration for rough or porous surfaces, thin up to 5% or 1/4 pint (190 mL) per gallon. Force material into voids and hairline cracks with a brush or squeegee. Smooth out build -up at laps. Brush: Use a stiff nylon brush. Work material into voids and avoid brushing out too thin. Flush and clean all equipment immediately after use with water. * Values may vary with color. WARRANTY It LIMITATION OF SELLER'S LIABILITY: Tnemec (ompany, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemec (ompany, Inc. THE WARRANTY OES(RIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED 10, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec (ompany, Inc. shall be for replacement of the product in the event a defective condition of the product should be found to exist and the exclusive remedy shall not have failed its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED 10, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR ( ONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information herein is provided for the purpose of establishing a general profile of the tooting and proper tooting application procedures. Test performance results were obtained in a controlled environment and Tnemec (ompany makes no claim that these tests or any other tests, accurately represent all environments. As application, environmental and design factors (an vary significantly, due care should be exercised in the selection and use of the coating. FOR INDUSTRIAL USE ONLY. TNEMEC COMPANY INCORPORATED 6800 CORPORATE DRIVE, KANSAS (ITY, MISSOURI 64120 -1372 TEL: 1 800 TNEME( I www.lnemec.com PRINTED IN USA 180 & 181 N, Series V626 conforms with air pollution regulations limiting Volatile Organic Compounds (VOC) to a maximum of 250 grams /litre (2.08 Ibs /gal) PRODUCT PROFILE GENERIC DESCRIPTION RTV Silicone Rubber Water Repellent and Graffiti Protectant PRODUCT DESCRIPTION Single component, RTV silicone rubber, which provides a clear, non - sacrificial, penetrating barrier 24 hours for against graffiti, as well as water repellency on all uncoated vertical masonry surfaces. COMMON USAGE Series 626 Dur A Pell GS has been formulated to provide superior protection against, and easy Moisture Intrusion removal of, unwanted graffiti. This product is intended for use in conjunction with Series 680 Mark A Way to provide a complete Graffiti Protection System. Dur A Pell GS is a clear, silicone rubber based formulation, which protects vertical concrete block, brick, cast concrete, stone and 5 days for other masonry substrates with little or no change to the appearance of the untreated substrate. Dur A Pell GS protects both new and existing substrates by penetrating into the pores, to prevent graffiti penetration. It has excellent stability against ultraviolet rays and salt spray and provides long- lasting protection. COLOR Clear FINISH Flat to slight sheen, depending on substrate PERFORMANCE CRITERIA Contact your Chemprobe /Tnemec representative for specific test results. COATING PRIMERS Apply directly to uncoated concrete and masonry substrates. SURFACE PREPARATION ALL SURFACES Surfaces to be treated must be clean, dry, and free from oil, dirt, grease, efflorescence, or any other coating, which may inhibit penetration and adhesion. For surfaces that have been power - washed, allow a minimum of 72 hours drying time. After rain, allow 48 hours drying time. Newly constructed surfaces should cure for 28 days before application. Caulking should be completed and cured prior to application. All repointing and repairs should be completed prior to material application. Extremely dense, vertical concrete surfaces (i.e. cast -in- place, vibrated, smooth -face concrete) should be prepared using sand, or other media for blasting, to facilitate penetration. Dur A Pell GS may enhance or darken the surface appearance. To test for aesthetics, apply to an inconspicuous area prior to a large -scale application. Protect all glass and surrounding surfaces from overspray. TECHNICAL DATA VOLUME SOLIDS 15% RECOMMENDED OFT Penetrating coating system, no DFT recommended. Two flood coats required for graffiti protec- tion. One coat for water repellent applications. CURING TIME Temperature To Touch To Recoat Initial Cure Full Cure 75 °F (24 °C) 2 hours 30 minutes 6 -12 hours for 24 hours for to 2 hours Moisture Intrusion Moisture Intrusion 5 days for Graffiti Protection Curing time varies with surface temperature, substrate porosity, air movement, humidity and application rate. VOLATILE ORGANIC 626: 5.49 Ibs /gal V626: 2.05 Ibs /gat COMPOUNDS (658 grams /litre) (246 grams /litre) NUMBER OF COMPONENTS One PACKAGING WEIGHT PER GALLON STORAGE TEMPERATURE TEMPERATURE RESISTANCE SHELF LIFE FLASH POINT - SETA 5 gallon (18.96 Q pails and 1 gallon (3.79 Q cans 6.8 t 0.10 lb/gal (815 g /L) Minimum 40 °F (4 °C) Maximum 90 °F (32 °C) This product will react with atmospheric moisture. Keep unused material tightly closed at all times. Any material remaining in an opened container should be properly disposed of according to all applicable regulations. (Dry) Continuous 250 °F (121 °C) Intermittent 275 °F (135 °C) 12 months at recommended storage temperature. 626: 105 °F (41 °C) V626: 103 °F (39 °C) Published technical data and Instructions are subject to change without notice. Contact your Chemprobe rnpresentailve for current technical data and Instructions. G February 2005, by Tnemec Company, Inc. 626 TECHNICAL DATA cdntinued HEALTH & SAFETY Paint and related products contain chemical ingredients which are considered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to use of this product. Keep out of the reach of children. APPLICATION COVERAGE RATES Note: Always shield glass, wood and other surfaces that are not intended to be treated from overspray. Any overspray should be removed immediately. Also, protect asphaltic and painted surfaces, trees, shrubs and other landscaping from overspray, Coverage rates are only guidelines and will vary depending upon the texture of the surface and porosity of the substrate Substrate Sq. Ft. /Gal. mz /litre CMU 65 -85 1.6 -2.1 Brick 125 - 150 3.1 - 3.7 Concrete' 200-300 4.9-7.4 Limestone 125 -150 3.1 - 3.7 Sandstone 95 - 125 2.3 - 3.1 Apply with a saturating coat allowing for a 4" to 6" rundown. A test application must be performed to determine the exact coverage rate, desired appearance and compatibility of Dur A Pell GS and the substrate before beginning a full -scale application. ` For dense concrete, backrolling may be required to create an even and uniform appearance. MIXING Not required. POT LIFE Pot life can vary based on temperature and humidity. Application time should not exceed 8 hours once product has been opened. THINNING Do not thin. Note: Where lower VOC is required, use V626 to comply with VOC regulations. SURFACE TEMPERATURE Minimum 40 °F (4 °C) Maximum 100 °F (38 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. Note: May be applied at a lower temperature, providing that there is no frozen moisture present in the substrate. Application should be completed at least twelve (12) hours before onset of precipitation. When applied at temperatures below 40 °F (4 0C), the product will cure at a slower rate. APPLICATION EQUIPMENT Apply using a low- pressure sprayer with a fan tip that allows for an application pressure of 20 to 40 psi. Apply first coat in a saturating spray application from bottom up. Apply sufficient material to create a 4" to 6" rundown below the contact point. Caution should be used on dense substrates to not overapply. On dense substrates, minimal rundown is required to avoid over application. Backroll all areas that appear to be fully saturated. A second coat is required for graffiti protection; apply once first coat appears dry (30 minutes to 2 hours) depending on temperatures and substrate. All coats should be examined for areas of over application and such areas should be brushed or backrolled to avoid excessive film build and unsightly darkening. Roller: Use 1/2" synthetic nap cover. Brush: Recommended for small areas only. Use nylon or other synthetic material bristle brushes resistant to solvent solutions. Note: Avoid excessive overlapping or over application. Brush or roll out all heavy runs and drips. MAINTENANCE Graffiti Removal: Surfaces that have been properly treated with Series 626 provide for easy removal of graffiti using Series 680 Mark A Way. Remove graffiti as soon as possible after surface has been defaced. Apply Mark A Way directly to the "tagged" surface and allow it to work for 5 to 8 minutes keeping substrate wet with cleaner. Agitate with a nylon brush and rinse thoroughly with water. A power washer (not to exceed 1000 psi) may be required to completely remove graffiti. After surface has been cleaned and allowed to dry completely, it will continue to protect against graffiti penetration and permit additional cleaning cycles if necessary. In areas that receive multiple "taggings" and if graffiti removal becomes difficult, a reapplication of Dur A Pell GS may be required. Note: Use of any product other than Mark A Way to remove graffiti may damange the protective coating, thereby necessitating reapplication of Series 626 Dur A Pell GS. Contact your Chemprobe representative for assistance. CLEANUP Flush and clean all equipment immediately after use with mineral spirits. WARRANTY & LIMITATION OF SELLER'S LIABILITY: Chemprobe will provide a warranty application, prior to product installation, upon request. Chemprobe stands behind the performance claims Dills prodocts when used In accordance with their design intentions and application Instructions. Coverage rates are critical fm long life expectancy. Rates most be within the noted ranges on the Coverage Rate Table for a warranty to be valid. Chemprabe under all warranties, expressed or implied, shall be limited to the refund of purchase price or replacement of product, determined at CAemprobe's sole discretion. CHEMPROBE'S WRITTEN WARRANTY IS IN LIEU OF ANY WARRANTY, EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS. A copy of the Chemprobe Warranty, with a valid Warranty number must accompany any warranty claim. FOR INDUSTRIAL USE ONLY, CHEMPROBE COATING SYSTEMS, L.P. PRINTED Al USA A DIVISION OF TNEMEC CO., INC., 2805 INDUSTRIAL LANE, GARLAND, TX 74501 TEL: (972) 2715551 FAX: (972) 2715553 www.tnemec.com 626 101 tODUCT PROFILE GENERIC DESCRIPTION Aliphatic Acrylic Polyurethane COMMON USAGE A coating highly resistant to ahrasion, wet conditions, corrosive furnes and exterior w c,uhcr- ing. High build quality comhines with project specific printers for two-coat, lahor saying systems. Fast curing options are available; see Curing Time helow. Product hay some applications as a direct to metal finish. Contact your Tnemec representative for more details. For additional protection from ultra - violet light, Series 1075U is available. NOT FOR IMMERSION SERVICE. COLORS Refer to Tnemec Color Guide. Note: Certain colors may require multiple coats depending on method of application and finish coat color. When feasible, the preceding coat should he in the same color family, but noticeably different. FINISH Scmi -gloss SPECIAL QUALIFICATIONS Series 1075 meets the requirements of SSPC -36 Paint Standard. Series 1075 also meets lower VOC restrictions of certain local air districts. Local air district rules should he consulted to determine product compliance. PERFORMANCE CRITERIA Contact your Tnemec representative for specific test results. PRIMERS Steel• Series 1, 20, FC20, 27, 66, N69, N69F, 91-HO, 90 -97, 104, 135, N140, N140F, 161, 530 Galvanized Steel and Non - Ferrous Metal: Series 27, 66, N69, N69F, 135, 161 Concrete: Series 66, N69, Ni 847 104, 161 CMU: 54 -660, 130. Intermediate coat required. Note: Before topcoating with Series 1075, Series 530 exterior exposed for more than 24 hours must first he scarified or receive an intermediate coat of Tnemec polyamide epoxy. TOPCOATS Series 76, optional when extended weatherability is desired. SURFACE PREPARATION ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. TECHNICAL DATA VOLUME SOLIDS* 71 ± 2.0 1YO (mixed) RECOMMENDED DFT 2.0 to 5.0 Mils (50 to 125 microns) per coat. Note: Number of coats and thickness requirements will vary with substrate, application method and exposure. Contact your Tnemec representative. CURING TIME Temperature To Touch To Handle To Recoat 75 °F (24°C) 1 hour 6 hours 8 hours To resist moisture condensation: 6 hours. Curing time varies with Surface temperature, air movement, humidity and film thickness. Note: For faster curing and low - temperature applications, add No. 44 -710 Urethane Accelerator; See separate product data sheet. Contact Tnemec Technical Services for force curing times and temperatures. VOLATILE ORGANIC Unthinned No. 39 Thinner No. 42 Thinner No. 48 Thinner No. 56 Thinner COMPOUNDS` (Maximum 15 %) (Maximum 15 %) (Maximum 15 %) (Maximum 15 %) 1075 1.84 Ihsigallon 2.42Ibs," "gallon 2.+8Ibsigallon 2.55Ibs,'gallon 1.94lbs /gallon (220 grams, litre) ( 290 grams :'litre) (297 grams /litre) (305 grams /litre) (232 grams /litre) 1075U 2.16 Ibs. gallon 2.70 Ns, gallon 2.75 Ihsigallon 2.83 Ibs:'gallon 2.27 lbs /gallon (258 gram~ %litre) (323 gram5.7itre) (330 grains, litre) (339 grams /litre) (271 grams /litre) THEORETICAL COVERAGE* 1,132 mil scl ft /gal (27.8 m' /L at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS Two: Part A and ])art B MIXING RATIO By volume: Eight (Part A) to one (Part B) PACKAGING Three Gallon Kit: Consists of a partially - filled five - gallon can of Part A and a partially - filled half - gallon can of Part B. When mixed, yields three gallons (11.41.). One Gallon Kit: Consists of a partially - filled one- gallon can labeled Part A and a partially - filled pint can lahelcd Part B. When mixed, yields one gallon (3.79L). NET WEIGHT PER GALLON* 11.84 ± 0.25 Ihs (5.37 ± .11 kg) STORAGE TEMPERATURE Minimum 20 °F ( -7 °C) Maximum 110 °F (43 °C) TEMPERATURE RESISTANCE (Dry) Continuous 250 °F (121 °C) Intermittent 275 °F (135 °C) Published technical data and instructions are subject to change without notice. The online catalog at www.tremec.com should be referenced for the most current technical data and instructions of you may contact your Tnemec representative for current technical data and instructions. ?° Ucccmhcr 200 I, by 'I'ncnx•c Cornhany. Inc. 1075 s o z ca 'C W OI m O o n m m W C=9 2 m u m o 'a 't (L j A U c0 m T O co O m Z; r m m v n. 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W N 7 o LL Z w Z m C U E o 0 S d u E m oo- m P b ° a d 19 c E O U�Y N O m u F- m U a CL e v o p CL ° O n d N L m W L Z O N C V 0 � q� � m E n �- J o a F- i o O m C m C1 U) C ° l0 J O �L C C7 m m t N U m m 7 w O af } m Z C 0 - C C_ O N .R j t° Q n U a W O is C � N C m d _O W N H 'a U w X N w Ih ", n 0 W° W t N 0 3 :p M X O n N O m V .mC Y Z C C t .� m° a E c 7 f/1 _ m m m N U m T m U U m w w 7 m U m N 0 m.5 V w° m m.E n o i.m �i �cc z �.'c m E L C F- O o 4 C `O C a = m$ m 'G m N N p m Z F _c m `o J (0 0 8 m 3 U> 0 V O (0 (0 N U 4 N � LO q C (O Y W oo W c z c 0 IT m > a n co E co 0 N > U m C C Em m CL F r W Fm z O o w W U } ly U Q vi N m U V V Q a O LL m T y O N LO O 4H O 0 w a K a U J H = J � H U h a H o�o�oMg� O fV O C) J O O O O F- o g 0 0 o CO LL aw=aD m �a�®1 0 0 3 N N m r °o �n uJ r0 v f- (0 T 6 cb r T N coo N U 1�2 n ir O W c z ca 'C W OI m O o n m m W C=9 2 m u m o 'a 't m j A U c0 m T O co O m Z; r m m v W 7 ja t O N 3 N a, O •� N 6 �O (!1 � U r N a m m m Q n; w < 3 N m t3 E m af t o p >. c $' a Q o m La 3 EO can Oci m N m aZ4 E m m 7 m rL S� 3m:> m m m N c �W °nmE m O m�E° M mmc !4 g W J 0 w u Jo a v a yW m 'fl p U Z U ao E Z F c m 9 O A 0 U a+q .a m OLLO ='o0 m mF-F -j N m m X Q tq 0 a J Z p a j O a LL m 3 a• 0 LL v m d 'O .0 F =_ m L N L l0 m IXU W w = `o W ZO m U m Z z m m ° a z W L .a �j o n.c O H J U m 0 L d = N LUU z .N N T m 3 F Q 4 w ! n> o Z 2 d o r7 °Ji -o=r TAO z a u �F m m o NQ E U ��trJ ir O W c ul i- = N c 0 0 ca 'C W OI m O o n m m o — C=9 2 m u m o 'a 't m j A U c0 m T E ro 0 m m Z; r m m v �Y'M o U ja t O N 3 N 0 ja N •� N 6 �O (!1 O U o F U° o U r N a m m m Q n; w < 3 N m t3 E m af t o p >. c $' a Q o m La 3 Oci E can Oci m N m aZ4 E m m LL Z m rL S� 3m:> m m m N c �W °nmE m O m�E° M mmc !4 D) j ix W a O a J V W x U D z 4 r x a z O H W w r m W CD J j w fO 11 L W W H O O ° Ix W M to m J 23 N co > H x W 3 Wm a �J J � � Jm >o o m�! w O zQ W zLL x =Q xav° W ui2 LL 2° °i mM r H z O ce 0. a a > Z ui ui V) w x CL aO C Z 4O N w W J O CL �a E c IV 0 a m 2 0 O Q O co Z O _H O Z O U^ C E C 0 m U O 0 a a m V ai 0 c 0 E c U Z O f- O CL M. 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N y X C J z O W C N to Cm ly = N a a m O E 0 a m U W 2 w C U 'N ZO .S of a` `m D a ,> B o % ° Pip 5 QV c O N m= a Z C C 0 w O C O N W S W .N O O m _ p CL TO N 2 o a a o m o c o t U C3 0 � a w W a v« 7 � Na a 3 8 p o •a Z �? z m D 5i" s— oca a J _$ m a Q d m m Z cii E .v o Z 8 E °g x m O ro �' J 0 m H a W E a _° x rn g a OJ > n w s� wok s U N c L c m ro 0 m U �� g i9 J O m C ti U) L° 7, W F- m g U m c m N p V1 X Q LLJ c rn E >2 W C3 .$ Oa U- L)w C Y{ :3 c y ~F• m� V' W IM N a o m 7 �' Z !� c N m 0 a y m P J ma Co t�CDz o ooaO C 3 EY N a W o m Z� L ZZ � F-Z M �o m i.a zZC~i o m �St 8 z a za 19r pp c FQWZ m 4� E E� QwH E° `oc> >a Q W -, m W W Q 8& o W� 0 a c '� L E m L) R O U O W j tl1UL mx m.SU afxa ro b CL 4) m m H° N? 9 o m C > C �y w 2 C m mL) S G C m J! LD Zl w C SO U) ° N m c m a m o v m t C L r ! y m 3 m m a $ `o o ° a _ Y! ° u o `mA ws m m � m m E o c v m ° m c $ m c � m `o m .s a 0 E c X03 oiLE o JS u m C O m U O m we m F a c9 E `o m c c u 'm o m .s m m a o L m 3 � a m m m E a a ° N m C m . m o ° ° N m m a m d d $ cm t D Ml 3 0 m U ri ' n m c p e .s V Q m p L ' m ° n O w u o. u o L) E m m N Sx m aL o � A go �3g y 20 � m U- N m Ev C u o s w V w m F P o a e m LL w `o Z O J a O c u a° tl S CL T N m° T m �a � co o E a ag.� a a E E m qEm_ E =c 'a W L m m L) U) w3 V N n = Nmsm sa. F-._ -C�-O LL Co Project: Moonlight Beach Pump Station Number of pages: I+ submittal TRANSMITTAL Date: 25 October 2005 Time: 3:07 PM To Mr. Corey Young Phone: 858/676 -3620 x17 Kennedy / Jenks Consultants Fax: 858/676 -3625 16855 West Bernardo Drive Suite 360 San Diego, CA 92127 Description/ Submittal No. 0039 -07 Remarks Enclosed please find the MOA reviewed submittal number 039 -01: Paints and Coatings for specification sections 07790 and 09900. The submittal is stamped and marked "revise as noted" due to the revised submittal cover letter dated October 25, 2005. Denis Amyot, San Diego Tnemec representative, sent the included revised submittal cover letter and product information dated October 25 2005. Please reference this updated submittal cover letter in lieu of the original. If you have any questions, please do not hesitate to contact me.. Regards, Patrick Banning ❑ FOR YOUR INFORMATION ' AS REQUESTED • FOR YOUR USE • RETURN ❑ SUBMIT ❑ REVIEW & COMMENT By Pdffick Banning Copies file MANUEL ONCINA ARCHITECTS, INC. ARCHITECTURE PLANNING INTERIORS 5711 La Jolla Boulevard, La Jolla, CA 92037 TEL 858/459 -1221 FAX 858/459 -1214 Page 1 of 1 Patrick Banning From: Denis Amyot [damyot @san.rr.com] Sent: Tuesday, October 25, 2005 10:57 AM To: Corey Young; Patrick Banning Cc: Dave Parada; 'Hobbs, Tony' Subject: Submittal Moonlight Beach Pump Station Rehab Attached is a revised submittal cover letter showing the addition of the Oakite CrysCoat 747LTS treatment for galvanized metal for systems for section 09900. Attached is a product data sheet, MSDS and a technical bulletin on surface preparation of galvanized metals. Also the (NCHRP) Report 244 is the National Cooperative Highway Research Program. It deals with products for roads. That's why the Chemprobe 626 does not have this testing. If you have any questions, please feel free to call me. Regards, Denis Amyot Tnemec Company Office: 858.538.9502 Mobile: 858.243.3543 Fax. 858.538.0488 DamyotCDtnemec.com Tnemec So.Califbmia 310.637.2363 ext.27 www.tnemec.com 10/25/2005 FPC CONSULTANT, INC. 17 EAST WEBER STREET, COMPTON, CA 90222 TEL: 310 637 -2363 FAX: 310 637 -4161 October 25, 2005 Parada Painting, Inc. 14281 Palisades Drive Poway, CA 92064 Project: Moonlight Beach Pump Station Rehab Owner: City of Encinitas G.C.: Falcon Engineering Eng.: Kennedy Jenks The following Tnemec Company, Inc. products are respectfully submitted for approval on the above referenced project. SECTION 07190 WATER REPELLENTS Exterior Concrete and Block Masonry, Water Repellent — Graffiti Control System Primer: Tnemec Chemprobe Series V626 Dur A Pell 626 GS Finish: Tnemec Chemprobe Series V626 Dur A Pell 626 GS NOTE: Tnemec /CHEMPROBE Series V626 Dur A Pell GS is submitted to provide water repellency and anti - graffti as required for this project. attached is a performance criteria for the V626. SECTION 09960 PROTECTIVE Coatings System 1 — General Ferrous Metals Exposed to Atmosphere 1" Coat — bare metal Tnemec Series 135 Chembuild Finish Coat(s) Tnemec Series 135 Chembuild Total DFT = 12 mils Final Coat for exterior Tnemec Series 1075 Endura- Shield 11 @ 2.0 mils DFT. NOTE: Series 1075 Endura - Shield II is submitted in lieu of Series 73 because it is no longer VOC Compliant. System 2 — Galvanized Metals Surface Repair One Coat Tnemec Series 90 -97 Tneme -Zinc DFT = 3 mils System 3 — Submerged Ferrous Metals Two Coats Tnemec Series V69 Epoxoline H Total DFT = 12 mils System 4 — Bleeding_ Surfaces: (Not buried) FPC CONSULTANT, INC. 17 EAST WEBER STREET, COMPTON, CA 90222 TEL: 310 637 -2363 FAX: 310 637 -4161 1St Coat — bare metal Tnemec Series 135 Chembuild Finish Coat(s) Tnemec Series V69 Epoxoline H Total DFT = 12 mils Final Coat for exterior Tnemec Series 1075 Endura - Shield H @ 2.0 mils DFT. System 5 — Prefinished Machinery Coating One Coat Tnemec Series 1075 Endura- Shield H @ 2.0 mils DFT. System 6 — Galvanized Steel and Non - Ferrous Metals Interior - 1st Coat —bare metal Tnemec Series 135 Chembuild @ 3.0 mils Finish Coat Tnemec Series V69 Epoxoline H @ 3.0 mils Total DFT = 6 mils Exterior - 1St Coat —bare metal Tnemec Series 135 Chembuild Finish Coat Tnemec Series 1075 Endurashield II @ 3.0 mils Total DFT = 6 mils NOTE: When coating galvanized and non - ferrous metals, total dry film thickness specified should not exceed 6.0 mils. System 7 — Miscellaneous Service Coating One Coat Tnemec Series 46H -413 Tneme -Tar NOTE: Series 46H -413 is submitted in lieu of Series 46 -465 because it is no longer VOC Compliant. SECTION 09900 PAINT & COATINGS 2.03 PAINT SYSTEMS - EXTERIOR A. Paint CE -TR -S 1. Two coats; Tnemec Chemprobe Series V626 Dur A Pell 626 GS B. Paint ME -OP -3L — Ferrous Metals, Unprimed, Latex, 3 coats 1. One coat primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat C. Paint ME -OP -2L — Ferrous Metals, Unprimed, Latex, 3 coats 1. Touch up primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat D. Paint MgE -OP -3L — Galvanized Metals, Unprimed, Latex, 3 coats 1. Treat Galvanized Metal with Oakite CrysCoat 747LTS & Rinse 2. One coat primer: Tnemec Series 18 Enviro -Prime FPC CONSULTANT, INC. 17 EAST WEBER STREET, COMPTON, CA 90222 TEL: 310 637 -2363 FAX: 310 637 -0161 3. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat 2.04 PAINT SYSTEMS - INTERIOR A. Paint CI -TR -S 1. One coat: Tnemec Chemprobe Series V626 Dur A Pell 626 GS B. Paint CI -OP -3L — Concrete/Masonry, Opaque, Latex, 3 coats 1. One coat of block filler: Tnemec Series 130 Envirofill 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat C. Paint MI -OP -3L — Ferrous Metals, Unprimed, Latex, 3 coats 1. One coat primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat D. Paint MI -OP -2L — Ferrous Metals, Primed, Latex, 3 coats 1. Touch up primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat E. Paint MgI -OP -3L — Galvanized Metals, Unprimed, Latex, 3 coats 1. Treat Galvanized Metal with Oakite CrysCoat 747LTS & Rinse 2. One coat primer: Tnemec Series 18 Enviro -Prime 3. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat F. Paint GI -OP -3L — Gypsum Board /Plaster, Latex, 3 coats 1. One coat primer: Tnemec Series 51 -792 PVA Sealer 2. Eggshell: Two coats Tnemec Series 6 Tneme -Cryl, 2.0 mils DFT /coat 3. Flat: One coat Tnemec Series 180 W.B. Tneme- Crete, 4.0 mils DFT Note: Thickness of paint in Section 09900 spec was Wet Film Thickness not Dry Film Thickness. All products submitted also meet SDAPCD VOC Rule 67.0 which took effect January Is`, 2004. Product data sheets are attached for your reference. Please feel free to call if you have any questions. Very truly yours, Denis Amyot TNEMEC Representative CrysCoat 747 LTS Detergent Iron Phosphate for Low Temperature Spray Processing of Ferrous and Non - Ferrous Metals PRIMARY APPLICATION Oakite CrysCoat 747 LTS is a liquid, single - package, acidic product that cleans, produces an iron phosphate coating on iron and steel, and prepares aluminum, galvalume, galvanized, galvanneal and other zinc - coated steels for paint. CrysCoat 747 LTS has been specially formulated to save fuel and cut processing costs by treating mixed runs of metals at energy- saving low temperatures. CrysCoat 747 LTS is low foaming so no defoaming additive is needed. The coatings developed by CrysCoat 747 LTS improve corrosion resistance and provide superior paint adhesion under today's modern finishes It is used in combination with Oakite CrysCoat Adjust M and Oakite Adjust 6 to maintain precise operating pH. Oakite CrysCoat 747 LTS meets the requirements of Federal Specification TT- C-490, Type II. CHEMICAL CHARACTERISTICS chemical composition physical form .................... odor... ............................... specific gravity .................. bulk density ...................... biodegradable surfactants foam tendency .................. pH, concentrate ................ flash point ......................... APPLICATION PROCEDURE .................... acidic blend of phosphates, accelerators, surfactants, fluoride .................... liquid .................... mild ....................1.121 at 68 °F (20 °C) ....................9.34 lb/gal at 68 °F (20 °C) .................... yes .................... low .................... about 3.0 .................... none Oakite CrysCoat 747 LTS is used in the first stage of a 3 -stage spray washer or the third stage of a 5- stage spray washer and normally controlled as follows: concentration .................1 — 3% by volume (Total Acid 2.6 — 7.9 ml) temperature ................... 70 — 120 °F (21 — 49 °C) pH...... ............................4.2 — 5.2 pressure ........................10 — 30 psi (0.7 — 2.0 bar) time .. ..............................1 — 2 minutes Note: Individual operations could require different operating parameters — concentration, temperature, contact time and pH — than recommended here due to water quality or type of metal mix in the production run. For complete details, consult your Chemetall Oakite Technical Sales Representative. Chemettall Oakite SOLUTION CONTROL (Test Kit OKT 9701) Concentration: 1. Pipet a 25 ml sample of the CrysCoat 747 LTS solution into an Erlenmeyer flask. 2. Add about 3 drops of Gardotest Indicator 2 (phenolphthalein) to the sample. 3. Titrate with Gardotest Solution 1 (0.1 N sodium hydroxide) until the color changes from colorless to pink. Record the number of milliliters used as Total Acid. 4. The solution can be controlled directly by Total Acid, or it can be converted to percent by volume by multiplying the Total Acid in milliliters by 0.38. Percent by Volume = Total Acid (ml) x 0.38 Note: The solution pH should be within the normal operating range for accurate conversion of Total Acid to Percent by Volume. 5. To increase the Total Acid by 1.0 ml, add 0.38 gallon of CrysCoat 747 LTS per 100 gallons of solution (3.8 liters per 1000 liters). After the concentration is checked and adjusted, check the pH. The normal operating range is 4.2 — 5.2. If the pH is below 4.2, it can be raised with additions of Oakite Adjust 6. If the pH is above 5.2, it can be reduced with additions of CrysCoat 747 LTS, or in the case of hard or alkaline water, CrysCoat Adjust M. NOTES ON USE Stainless steel tanks and equipment are recommended, preferably types 304 or 316. Heating surfaces, pumps and valves should also be constructed of stainless steel, preferably type 316L. Suitable plastics may be used for tanks, equipment, piping and nozzles. Mild steel will provide limited life due to the corrosive nature of acidic materials. As with any chemical, the materials described in this document must be used within the recommended operating ranges. SAFETY AND HANDLING Prior to handling and use of any of the materials referenced in this document, the Material Safety Data Sheets should be read and understood by all personnel in contact with these materials. KEEP OUT OF REACH OF CHILDREN STORAGE Dry indoor storage at temperatures between 40 °F and 100 °F is recommended, away from any incompatible materials referenced in the Material Safety Data Sheets. All containers should be tightly closed when not in use. DISPOSAL Any disposal of the materials referenced in this document should be in accordance with all applicable federal, state, and local regulations. The process solution can contain components other than those present in the materials as supplied. Analysis of process solutions may be required prior to disposal. Oakite Products, Inc. warrants that the product or products described herein will confomt with its published specifications. The products supplied by Oakite and information related to them are intended for use by buyers having necessary industrial skill and knowledge. Buyers should undertake sufficient verification and testing to determine the suitability of the. 'Oakne materials for their own particular purpose. Since buyer's conditions of use of products are beyond Oakite's control, Oakite does not warrant any recommendations and information for the use of such products. OAKITE DISCLAIMS ALL OTHER WARRANTIES INCLUDING THE IMPLIED WARRANTY OF MERCHANTABILITY AND FITNESS FOR ANY PARTICULAR PURPOSE IN CONNECTION WITH THE USE OF ITS PRODUCTS. Chemetall Oakite QS -9000 / ESO 9001 Corporate Headquarters and Eastern Branch (800) 526 -4473 • Central Branch (Midwest) (877) 941 -3800 Western Branch (800) 331-1197 •Oakite Canada Limited (800) 668 -4318 • Chemetall Mexicana 011 52 55 5656 1490 Website: www.oakite.com • E -mail: oakite.products a chemetall.com • Shop online at www.oakitestore.com F 14822 - R07/04 Printed in the USA Chemetall Oakite 3841 MATERIAL SAFETY DATA SHEET PRODUCT CODE: 3841 OAKITE CRYSCOAT 747 LTS 200 -290 -080 HNIS 3 0 0 J --------- - - - - -- - -------- - - - - -- SECTION I - PRODUCT IDENTIFICATION TRADE NAME OAKITE CRYSCOAT CHEMICAL NAME AND SYNONYMS NA- Mixture MANUFACTURER'S NAME AND TELEPHONE NO. OAKITE PRODUCTS A Member of The ADDRESS 50 Valley Road DATE OF PREPARATION 12 -15 -2000 747 LTS EMERGENCY TBI.SPRONE NUKBI (800) 424 -9300 (CHEMTREC) INC. (908) 464 -6900 (8am -5pm) CHEMETALL Group Berkeley Heights NJ 07922 -------- - - - - -- --- - - - - -- ------- SECTION II - HAZARDOUS INGREDIENTS Trade secret registry (735517) Phosphoric acid Diethylene glycol butyl ether( +) Trade secret registry (735517) (soluble compound, as Mo) Hydrofluoric Acid ( +)(as F, ceiling) Non - hazardous ingredients Unidentified ingredients are considered not hazardous under Federal Hazard Communication Standard (29CFR 1910.1200). All components of this material are on the US TSCA Inventory. ( +) This product contains ingredient(s) identified in Section II with ( +) which are subject to the reporting requirements of Section 313 of SARA Title III and 40 CFR 372. CARCINOGENICITY: No substance in this product is listed by IARC, NTP, or regulated by OSHA as a carcinogen. Oak" Products, Inc. waRatlla del the PrOdh a products described heroin will oonform with its published speciftstions. the products suppllsd by Oakils and Wornwilon related to them ere Intended for use by dryers havn0 necessary Industrial skill and kziowNdpe. Buyers should undertake sufficient seifasdon and tsatinp to determine the sukabillty of the OakNs mehrMls for their own partic" purpose. Since buyers condiliore of use of products We beyond Oakke's control, Oskits dour not warrant any recommendations and infomWstion for the use of such products. OMTE DISCLAMAS ALL OTHER WARRANTIES INCLUDING THE IMPLIED WARRANTY OF MERCHANTABILITY AND FITNESS FOR ANY PARTICULAR PURPOSE IN CONNECTION WITH THE USE OF ITS PRODUCTS. NA - Not Applicable NE - Not Established -1- ACGIH OSHA CAS NO _ % BY WT TLV PEI. UNITS (Two (TWA) -5124P 1 -10 NE NE 0007664382 1 -5 1 1 mg /m3 0000112345 1 -5 NE NE -5011P 1 -5 5 5 mg /m3 0007664393 1 -5 3 3 ppm Bal. Unidentified ingredients are considered not hazardous under Federal Hazard Communication Standard (29CFR 1910.1200). All components of this material are on the US TSCA Inventory. ( +) This product contains ingredient(s) identified in Section II with ( +) which are subject to the reporting requirements of Section 313 of SARA Title III and 40 CFR 372. CARCINOGENICITY: No substance in this product is listed by IARC, NTP, or regulated by OSHA as a carcinogen. Oak" Products, Inc. waRatlla del the PrOdh a products described heroin will oonform with its published speciftstions. the products suppllsd by Oakils and Wornwilon related to them ere Intended for use by dryers havn0 necessary Industrial skill and kziowNdpe. Buyers should undertake sufficient seifasdon and tsatinp to determine the sukabillty of the OakNs mehrMls for their own partic" purpose. Since buyers condiliore of use of products We beyond Oakke's control, Oskits dour not warrant any recommendations and infomWstion for the use of such products. OMTE DISCLAMAS ALL OTHER WARRANTIES INCLUDING THE IMPLIED WARRANTY OF MERCHANTABILITY AND FITNESS FOR ANY PARTICULAR PURPOSE IN CONNECTION WITH THE USE OF ITS PRODUCTS. NA - Not Applicable NE - Not Established -1- Chemetall Oakite 3841 MATERIAL SAFETY DATA SHEET SECTION III - PHYSICAL DATA BOILING POINT (F) >212 VAPOR PRESSURE (mm Hg) NE VAPOR DENSITY (Air =1) NE SOLUBILITY IN WATER Complete EVAPORATION RATE (BuAc =1) <1 APPEARANCE AND ODOR Pale yellow liquid; faint odor. SPECIFIC GRAVITY (H2O =1) Bulk Density PERCENT VOLATILE BY WEIGHT(°%) Excludes H2O PH 1.5% solution PH (concentrate) SECTION IV - FIRS AND EXPLOSION HAZARD DATA FLASH POINT (Method Used): NONE FLAMMABLE LIMITS: LEL: NA UEL: NA 1.121 9.3 lbs /gal <5 2.9 1.9 EXTINGUISHING MEDIA: Carbon dioxide, dry chemical, foam, water spray. SPECIAL FIRE FIGHTING PROCEDURES: Wear Self - Contained Breathing Apparatus (SCBA) . UNUSUAL FIRE AND EXPLOSION HAZARDS: See Section VII.(WHMIS) See Section VI.(U.S.) SECTION V HEALTH ELNZARn INFORMATION ROUTE(S) OF ENTRY: INHALATION: SKIN: X X INGESTION: X MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: None known. SYMPTOMS /EFFECTS OF OVEREXPOSURE: Inhalation of mist may cause severe respiratory irritation. Skin irritation, reddening, burns. BURNING SENSATION MAY BE DELAYED. Eye contact causes severe or permanent damage. FIRST AID EYES: Immediately flush eyes with large amounts of water for at least 15 minutes while holding eyelids open. Get prompt medical attention. NA - Not Applicable NE - Not Established -2- Chemeta114akite 3841 MATERIAL SAFETY DATA SHEET SKIN: Immediately remove contaminated clothing. Wash skin with large amounts of water for at least 15 minutes. Get prompt medical attention. Wash clothing before reuse. INGESTION: Contact local poison control center or physician IMMEDIATELY! INHALATION: Move victim to fresh air. Get medical help if irritation persists. SECTION VI REACTIVITY DATA STABILITY: NORMALLY STABLE INCOMPATIBLE MATERIALS: Alkalies. explosive concentra HAZARDOUS DECOMPOSITION PRODUCTS: Contact with certain metals may yield hydrogen gas. Avoid prolonged contact of to with glass or ceramic. Phosphorous oxides, Hydrogen fluoride gas, Fluorine. Sulfur oxides. ------------------ ------------------- SECTION VII - SPILL OR LEAK PROCEDURES PROCEDURES: Wear personal protective equipment (See Section VIII). Clean up with inert absorbant material. Store in dry container for disposal. Neutralize with soda ash or lime. Flush area with water. WASTE DISPOSAL METHOD: Dispose of in accordance with Local State and Federal regulations. ----------------------- SECTION VIII - SPECIAL PROTECTION INFORMATION RESPIRATORY: For symptoms of overexposure, wear a NIOSH- approved dust /mist respirator. EYEWEAR: If splash potential exists wear chemical splash goggles or faceshield. CLOTHING /GLOVES: Wear chemical - resistant gloves and clothing as needed to prevent skin contact. VENTILATION: Local exhaust may be necessary for some handling /use conditions. Specific needs should be addressed by supervisory or health /safety personnel. NA - Not Applicable NE - Not Established -3- Chemeta110akite 3841 MATERIAL SAFETY DATA SHEET SECTION I% - SPECIAL PRECAUTIONS CORROSIVE. 9tore in closed container in well - ventilated area. APPROVAL Mgr. Health & Environmental Dept. 12/15/2000 Nom+ TITLE DATE OF PRI1�TiNG NA - Not Applicable NE - Not Established -4- � woo, T.- ....... E SUBJECT Surface Preparation of Galvanized Steel PURPOSE Technical Bulletin No. 98 -09 Revision of Technical Bulletin No. 05 -41 March, 1998 .................................................................................................................... ............................... C H To give Tnemec sales representatives general guidelines on surface preparation recommendations for galvanized steel. GENERAL Surface preparation guidelines (based on exposure conditions) for galvanized steel. 1. Interior (Dry): SSPC -SP 1 to remove all soluble contaminants. SSPC -SP2 or SP3 to remove insoluble contaminants such as white and /or red rust. In general, total dry film thickness specified should not exceed 6.0 mils. 2. Interior (Frequently Wet Chemical Contact or Freeze /Thaw): A. SSPC -SP1 to remove all soluble contamination. Thoroughly roughen entire surface to be coated using compressed air nozzle brush -off blast cleaning with a fine abrasive to achieve a uniform anchor profile (1.5 to 2.0 mils). Note: Pressure washing with 140 -150 degree Fahrenheit alkaline cleaner followed by tap water rinse is the preferred method to remove both water soluble and organic solvent soluble contaminants. When the above method is not feasible the following alternate method may be used, or contact Tnemec's Technical Service Department for advice. TNEMEC COMPANY INCORPORATED Page 1 of 2 Technical Bulletin No. 98 -09 Revision of Technical Bulletin No. 05 -41 March, 1998 B. Alternate Method: SSPC -SP1 to remove all soluble contaminants. SSPC -SP2 and /or SP3 to remove insoluble contaminants such as white and /or red rust, then chemically treat with one of the following products to etch the galvanized surface to be coated. • Oakite CrysCoat 747 • Oakite 747 LTS • Henkel Galvaprep 5 It is very important to follow the manufacturers recommendation of dilution, application and rinsing for these products to work effectively. Product data sheets for the three products listed above are attached. 3. Exterior: Same as No. 2 above. 4. Immersion: SSPC -SP 1 to remove all soluble contamination. Thoroughly roughen entire surface to be coated using compressed air nozzle brush -off blast cleaning with a fine abrasive to achieve a uniform anchor profile (1.5 to 2.0 mils). Note: Pressure washing with 140 -150 degree Fahrenheit alkaline cleaner followed by tap water rinse is the preferred method to remove both water soluble and organic solvent soluble contaminants. OTHER NON- FERROUS METALS Surface preparation guidelines for stainless steel and non- ferrous metals (other than galvanized steel) will vary with substrate and exposure conditions. Contact Tnemec's Technical Service Department for specific recommendations. DH /MB Page 2 of 2 CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 039-01 For SECTIONS: 07190, 09960, 09900 PAINITNG &COATINGS MOONLIGHT BEACH SEWER PUMP STATION a ABILITATION PROJECT hereby certified that the Equipment/Material wn and marked in this submittal is that proposed to ncorporated into Contract # CEE04J is in compliance i the contract drawings & specifications, and can nstalled in the allocated spaces, and is submitted approval. tified By4.,d ✓ Date: 10/17/2005 1, 0 .— �. s hereby certified that the Equipment/Material wn and marked in this submittal is that proposed to ncorporated into Contract # CEE04J is in compliance i the contract drawings & specifications, and can nstalled in the allocated spaces, and is submitted approval. tified By4.,d ✓ Date: 10/17/2005 Parada Painting, Inc. P.O. Box 340, Poway, CA 92074 -0340 Ph: 858.748.3540 Fax: 858.7483774 Estimating: Ph: 903.796.3300 Fax: 903.796.3331 Website: Paradapainting.com Email: parada.dave&cox.net LICENSE #742112 Project: Moonlight Beach Pump Station Rehab To: Falcon Engineering From: Dave Parada Attn: Dale Winterquist Date: Ref: Sections 07190, 09960 & 09900 Page # We are Submitted for: Action Taken: Shop Drawings x Approval Approved as Submitted Letter For Your Use Approved as Noted Prints As Requested Returned after Loan Change Order Review and Comment Resubmit Plans X Submit Samples Returned Specifications Attached Returned for Corrections Other Separate Cover TPC_ CCASULTANT, INC. 417 EAST WEBER STREET, COMPTON, CA 90222 TEL: 310 637 -2363 FAX: 310 637 -4161 October 11, 2005 Parada Painting, Inc. 14281 Palisades Drive Poway, CA 92064 !0\-J UPOAT�� s v I3 M r YA, l.T�- D'D Dcm -j$'e ZS, ZOOS oject: Moonlight Beach Pump Station Rehab O er: City of Encinitas G.C.. , Falcon Engineering Eng.: Kennedy Jenks The follo @ig Tnemec Company, Inc. products are respectfully submitted for approval on the above eferenced project. SECTION 0719Q WATER REPELLENTS Exterior Concrete an\4 Block Masonry, Water Repellent — Graffiti Control System Primer: Tnemec Che robe Series V626 Dur A Pell 626 GS Finish: Tnemec ChemiXobe Series V626 Dur A Pell 626 GS NOTE: Tnemec /CHEMPR BE Series V626 Dur A Pell GS is submitted to provide water repellency and anti -g ffti as required for this project. attached is a performance criteria for the V626. SECTION 09960 PROTECTIVE Coatings System 1 — General Ferrous Metals Exposed to Atmosphere I" Coat — bare metal Tnemec Series 135 Chembuild Finish Coat(s) Tnemec Series 135 Chembuild Total DFT = 12 mils Final Coat for exterior Tnemec Series 1075 Endura- Shield II @ 2.0 mils DFT. NOTE: Series 1075 Endura - Shield II is submitted in lieu of Series 73 because it is no longer VOC Compliant. System 2 — Galvanized Metals Surface Repair One Coat Tnemec Series 90 -97 Tnetpe -Zinc DFT = 3 mils System 3 — Submerged Ferrous Metals Two Coats Tnemec Series V69 Epoxolme II Total DFT = 12 mils System 4 — Bleeding Surfaces: (Not buried) TPQ CONSULTANT, INC. 417 EAST WEBER STREET, COMPTON, CA 90222 TEL: 310 637 -2363 FAX: 310 637 -4161 1St Coat — bare metal Tnemec Series 135 Chembuild Fi ish Coat(s) Tnemec Series V69 Epoxoline II To 1 DFT = 12 mils Fina Coat for exterior Tnemec Series 1075 Endura - Shield II @ 2.0 mils DFT. System 5 -`'refinished Machinery Coating One Coat Tnemec Series 1075 Endura- Shield II @ 2.0 mils DFT. row Interior - 1St Coa — bare metal Finish Coat Total DFT = 6 mils Exterior - 1St Coat — b4e metal Finish Coat Total DFT = 6 mils II Tnemec Series 135 Chembuild @ 3.0 mils Tnemec Series V69 Epoxoline II @ 3.0 mils Tnemec Series 135 Chembuild Tnemec Series 1075 Endurashield II @ 3.0 mils NOTE: When coating galvanized and non - ferrous metals, total dry film thickness specified should ript exceed 6.0 mils. System 7 — Miscellaneous Service Coating One Coat Tnemec Series 46H -413 Tneme -Tar NOTE: Series 46H -413 is submitted In lieu of Series 46-465 because it is no longer VOC Compliant. SECTION 09900 PAINT & COATINGS 2.03 PAINT SYSTEMS - EXTERIOR A. Paint CE -TR -S 1. Two coats; Tnemec Chemprobe Series V626 Dur A Pell 626 GS B. Paint ME-OP -3L — Ferrous Metals, Unprimed, Latex, 3 coats 1. One coat primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat C. Paint ME -OP -2L — Ferrous Metals, Unprimed, 1,atex, 3 coats 1. Touch up primer: Tnemec Series 18 Enviro�Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat GAtvAWQ,E b D. Paint MgE -OP -3L — metals, Unprimed, Latex, 3 coats 1. One coat primer: Tnemec Series 18 Enviro -Prime TPQ CONSULTANT, INC. 417 EAST WEBER STREET, COMPTON, CA 90222 TEL: 310 637 -2363 FAX: 310 637 -4161 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat 2.04 PAINT SYSTEMS - INTERIOR A. P4int CI -TR -S 1. One coat: Tnemec Chemprobe Series V626 Dur A Pell 626 GS B. Paint CSI -OP -3L — Concrete/Masonry, Opaque, Latex, 3 coats 1. One coat of block filler: Tnemec Series 130 Envirofill 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat C. Paint MI -OP -3L — Ferrous Metals, Unprimed, Latex, 3 coats 1. One coat primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss. Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat D. Paint MI -OP -21, — Ferrous Metals, Primed, Latex, 3 coats 1. Touch up primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat E. Paint MgI -OP -3L — 9,o4�s Metals, Unprimed, Latex, 3 coats 1. One coat primer: Tnemec Series 18 Enviro -Prime 2. Semi - Gloss: Two coats Tnemec Series 29 Tufcryl, 1.5 mils DFT /coat F. Paint GI -OP -3L — Gypsum Board/Plaster, Latex, 3 coats 1. One coat primer: Tnemec Series 51 -792 PVA Sealer 2. Eggshell: Two coats Tnemec Series 6 Tneme -Cryl, 2.0 mils DFT /coat 3. Flat: One coat Tnemec Series 180 W.B. Tneme- Crete, 4.0 mils DFT Note: Thickness of paint in Section 09900 spec was Wet Film Thickness not Dry Film Thickness. All products submitted also meet SDAPCD VOC Rule 67.0 which took effect January 1 st, 2004. Product data sheets are attached for your reference. Please feel free to call if you have any questions. Very truly yours, Denis Amyot TNEMEC Representative PERFORMANCE CRITERIA (Confidential — DO NOT DUPLICATE) ACCELERATED WEATHERING Method: ASTM C 793 System: Series 626 Dur A Pell GS applied to concrete. Requirement: No signs of deterioration except for dirt accumulation after 4000 hours exposure. CHLORIDE ION PENETRATION Method: AASHTO T -259 System: Series 626 Dur A Pell GS applied to concrete. Requirement: No less than a 1500% reduction in the chloride in the chloride ion content when compared to untreated concrete, average of two tests. HYDROSTATIC PRESSURE Method: ASTM D 751 System: Series 626 Dur A Pell GS free film. Requirement: No less than 35 psi (241 kPa) hydrostatic pressure resistance, average of three tests. MOISTURE A••• TRANSMISSION Method: ASTM E 96 System: Series 626 Dur A Pell GS applied to brick. Requirement: No less than 90% retention of the permeability characteristics of brick. System: Series 626 Dur A Pell GS free film. Requirement: No less than 12 perms water vapor permanence, average of two tests of two trials each. WATER PENETRATION AND , , Method: ASTM E 514 System: Series 626 Dur A Pell GS applied to brick wall. Requirement: No dampness or water leakage of wall following 4 hours of continuous water exposure. This product Trill meet or exceed the above test requirements established for the coating systems listed. Test pedermance results were obtained in a conudkd amimu ent and Tnemec Company makes no claim that these tests or any other tests accurately repesem all environments. As application, environmental and design factors can vary significantly, due care should be exercised in the sdectim and use of the coating. Published technical data is subject to charge without notice. For additional performance criteria and spedfm test results, contact Tnemec Company or its representative. TNEMEC COMPANY INCORPORATEO 0 October, 2004 5800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 64120.1372 TEL: 815 4633400 PRINTED IN USA PRODUCT PROFILE GENERIC DESCRIPTION Acrylic Emulsion COMMON USAGE Industrial grade water -based coating with excellent color retention. Good <ncntll protection for most interior /exterior surfaces in mild to moderately severe exposures. Application methods include "dry-fall' under certain conditions (see Application). COLORS Refer to Tnemec Color Guide. FINISH Matte PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. PRIMERS Steel: Series 4, 10, 37H, 90. Primers dry film thickness should be at least 2.0 mils (50 microns) above the peaks of the blast profile. (Reference SSPC -PA2). Note: If previous coats contain pinholes to bare steel, flash rusting may occur. Two coats of Series 4, 10 or 37H are required under Series 6. When Series 90 is used as a primer, two coats of Series 6 are required as a topcoat. Galvanized Steel: Self- priming CMU: 54 -562 or 130 Wood: 36 -603 or 151 Self - priming on concrete, masonry, fiberboard, drywall and insulated pipe. Note: Certain colors may require multiple coats depending on method of application and finish coat color. Preceding coat should be in the same color family but noticeably different. -SURFACE PREPARATION GALVANIZED STEEL Surface preparation recommendations will vary depending on substrate and exposure conditions. Contact your Tnemec representative or Tnemec Technical Services. NEW CONCRETE & CMU DRYWALL PAINTED SURFACES ALL SURFACES W�f � 1 VOLUME SOLIDS* Allow to cure for 28 days. Level protrusions and mortar spatter. Sand joint compound smooth and feather edge. Remove chalk and old paint not tightly bonded to the surface, patch cracks and spot prime bare areas. Dull glossy surfaces. Must be clean, dry and free of oil, grease and other contaminants. 43.0 ± 2.0% RECOMMENDED DFT 2.0 to 3.0 mils (50 to 75 microns) per coat. Note: Roller application over Series 37H requires two coats; otherwise, number of coats required will vary depending on color, substrate (surface) and other variables. Contact your Tnemec representative. CURING TIME Temperature To Touch To Handle To Recoat 75 °F (24 °C) 112 hour 2 hours 2 hours Curing time varies with surface temperature, air movement, humidity and film thickness. Water Tank Exteriors: Five days or more curing time required before filling with water. VOLATILE ORGANIC Unthinned Thinned 5% COMPOUNDS* 1.44 lbs /gallon 1.44 lbs /gallon (172 grams /litre) (172 grams /litre) THEORETICAL COVERAGE* 690 mil sq ft /gal (16.9 m' /L at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS One PACKAGING 55 gallon (208.2L) drums, 5 gallon (18.9L) pails and 1 gallon (3.79L) cans. NET WEIGHT PER GALLON* 11.82 ± 0.25 lbs (5.48 t .11 kg) STORAGE TEMPERATURE Minimum 35 °F (2 °C) Maximum 110 °F (43 °C) �.� TEMPERATURE RESISTANCE (Dry) Continuous 170 °F (77°C) Intermittent 200 °F (93 °C) SHELF LIFE 24 months at recommended storage temperature. Published technical data and instructions are subject to change without notice. The online catolog of www.inemec.com should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. December 2003, by Tnemec Company, Inc. 6 PRODUCT PROFILE GENERIC DESCRIPTION Hydrophobic Acrylic Polymer COMMON USAGE An advanced technology primer with very good early flash -rust resistance and long term corrosion protection. Used for field painting of steel and galvanized steel with mild to moderately aggressive exposures; in industrial and specialized architectural applications. Compatible with many aged coatings (test patch is recommended). Will dry -fall under most conditions (see Application). COLORS 18 -1091 Red, 18 -1092 Gray PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. COATING SYSTEM TOPCOATS Series 6, 28, 29, 30, 113 & 114, 156, 158, 180, 181. Note: Some systems are not recom- mended for frequently sweating or continually wet conditions. Reference the applicable topcoat data sheet for additional information. SURFACE PREPARATION STEEL Weather Exposed: SSPC -SP6 Commercial Blast Cleaning Enclosed, Protected & Mild Environments: SSPC -SP3 Power Tool Cleaning PAINTED SURFACES Remove chalk and old paint not tightly bonded to the surface. Clean all visible rust to bare metal using SSPC -SP11 Power Tool Cleaning to Bare Metal. Feather edges of thick coatings and dull glossy surfaces. (Test patch is recommended.) GALVANIZED STEEL& Surface preparation recommendations will vary depending on substrate and exposure ALUMINUM conditions. Contact your Tnemec representative or Tnemec Technical Services. ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. TECHNICAL DATA VOLUME SOLIDS* 40.0 t 2.0% RECOMMENDED OFT 2.0 to 4.0 mils (50 to 100 microns) per coat. CURING TIME Temperature To Handle To Recoat 75 °F (24 °C) 1 1 hour 4 hours Note: Allow Series 18 to cure 30 days before topcoating with 113 or 114. Curing time varies with surface temperature, air movement, humidity and film thickness. VOIATILE ORGANIC Unthinned Thinned 5% COMPOUNDS* 1.54 Ibs /gallon 1.54 Ibs /gallon (184 grams /litre) (184 grams /litre) THEORETICAL COVERAGE* 648 mil sq ft /gal (15.9 mz /L at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS One PACKAGING 55 gallon (208.2L) drums, 5 gallon (18.9L) pails and 1 gallon (3.79L) cans. NET WEIGHT PER GALLON* 10.34 ± 0.25 Ibs (4.7 f .11 kg) STORAGE TEMPERATURE Minimum 35 °F (2 °C) Maximum 110 °F (43 °C) TEMPERATURE RESISTANCE (Dry) Continuous 170 °F (77 °C) Intermittent 200 °F (93 °C) SHELF LIFE 12 months at recommended storage temperature. FLASH POINT • SETA Non - flammable HEALTH & SAFETY Paint products contain chemical ingredients which are considered hazardous. Read con- tainer label warning and Material Safety Data Sheet for important health and safety informa- tion prior to the use of this product. Keep out of the reach of children. Published technical data and Instructions are subject to change without notice. The online catalog at www.toemec.com should be referenced for the most Callen[ technical data and Instrectlons or you may contact your Tnenrec representative for current technical data and Instructions. (D March 2004, by Tnemec Company, Inc. 18 APPLICATION CAUTION! Dry overspray can be wiped or washed from most surfaces. Satisfactory dry -fall performance depends upon height of work, weather conditions, equipment adjustment and proper thinning. Low temperature and high humidity are of particular concern. Test for each application as follows: Spray from 15 to 25 feet towards paint container. The material then should readily wipe off. Note: Heat can fuse -dry overspray to surfaces. Always clean dry overspray from hot surfaces before fusing occurs. Be aware that exterior surface temperatures can be higher than air temperature. COVERAGE RATES' Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Mix by stirring to uniform consistency without creating air bubbles and foam. Stir thoroughly, making sure no pigment remains on the bottom of the can. Do not box or use a paint shaker. THINNING Use only clean tap water. For air spray, thin up to 10% or 3/4 pint (380 mL) per gallon. For airless spray, brush or roller, thin up to 5% or Y4 pint (190 mL) per gallon. SURFACE TEMPERATURE Minimum 45 °F (7 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. APPLICATION EQUIPMENT Air Spray Gun Dry Mils (Microns) Wet Mils (Microns) Sq Ft /Gal (m2 /Gal) Suggested 3.0 (75 ) 7.5 190) 216 (20.1) Minimum 2.0 (50) 5.0 (125) 324 (30.1) Maximum 4.0(100) 10.0 (255) 162 (15.1) Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Mix by stirring to uniform consistency without creating air bubbles and foam. Stir thoroughly, making sure no pigment remains on the bottom of the can. Do not box or use a paint shaker. THINNING Use only clean tap water. For air spray, thin up to 10% or 3/4 pint (380 mL) per gallon. For airless spray, brush or roller, thin up to 5% or Y4 pint (190 mL) per gallon. SURFACE TEMPERATURE Minimum 45 °F (7 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. APPLICATION EQUIPMENT Air Spray Gun Fluid Air Cap Air Hose Mat'I Hose Atomizing Pot 60 mesh Tip (124 -165 bar) ID ID Pressure Pressure DeVilbiss E 765 5/16" or 3/8" 3/8" or 1/2" 50 -70 psi 10 -20 psi JGA or 54 (7.9 or 9.5 mm) (9.5 or 12.7 mm) (3.4 -4.8 bar) (0.7 -1.4 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray Tip Orifice Atomizing Pressure Mat'l Hose ID Manifold Filter 0.013 " - 0.017" 1800 -2400 psi 1/4" or 3/8" 60 mesh (330 -430 microns) (124 -165 bar) (6.4 or 9.5 mm) (250 microns) Reversible Tip Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Note: On projects involving spray equipment being used over consecutive days, follow Cleanup instructions below and then leave xylol in the system overnight, flushing thoroughly with clean water before each start-up. Roller: Application not recommended. Brush: Recommended for small areas only. Use only synthetic or nylon bristle brushes. CLEANUP Flush and clean all equipment immediately after use with clean tap water. Finish by flushing all spray equipment with isopropyl alcohol. Wash brushes in water to remove paint build -up during and after application. 'Values may vary with color. WARRANTY & LIMITATION OF SELLER'S LIABILITY! Tncmec Company, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemea Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exckskt remedy against Tnemec Company. Inc. shalt be for replacement of the pmdect in the event a lereCtive Million of the prolurt should be found to exist and the excksive remedy shall not have filled its essential purpose as long as Tnemec Is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, OUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application Iniwmotkn herein k provided for the purpose of establishing a general profit of the Coating and proper coating application precedents. Test performance results well obtained In a towelled environment and Teener Company makes no claim that these tests or any other tests, accurately represent all eavhmsments. As application, environmental and design factors Con vary significantly, due cam should be exercised In the selection and use of the coating. FOR INDUSTRIAL USE ONLY, TNEMEC COMPANY INCORPORATED PRINTED IN LISA 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 641201372 TEL: 1 800 TNEMEC 1 www.tnemee.com (YDAT018) 18 CAUTION! Potential for lapping with certain colors exists on application to large, flat surfaces. I )ry overspray can be wiped or washed from most surfaces. Satisfactory dry -fall performance depends upon height of work, weather condit ions, equipment adjustment and proper thinning. Low temperature and high humidity are of particular concern. Test for each application as lAlows: Spray from 15 to 25 feet towards paint container. The material then should readily \\ ipe off. Note: Heat can fuse -dry overspray to surfaces. Always clean dry overspray from hot surfaces before fusing occurs. Be aware that exterior surface temperatures can be higher than air temperature. COVERAGE RATES' Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 05 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Stir to uniform consistency without creating air bubbles or foam. Avoid vigorous agitation, boxing or shaking. THINNING No thinning is required. SURFACE TEMPERATURE Minimum 5l (10°C) Maximum 120 °F (49 °C) Maximum for Brush & Roller 10I (38 °C) The Surface should be dry and at least 5 °F (3°C) above the dew point. APPLICATION EQUIPMENT Air Spray Gun Dry Mils (Microns) Wet Mils (Microns) Sq Fi l (mz/Gal) Suggested 2.0 (50) 55 (140) 297 (276) Minimum 1.5 (40) 4.0(100) 396 (36.7) Maximum 2.0 (50) 55 (140) 297 (27.6) Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 05 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Stir to uniform consistency without creating air bubbles or foam. Avoid vigorous agitation, boxing or shaking. THINNING No thinning is required. SURFACE TEMPERATURE Minimum 5l (10°C) Maximum 120 °F (49 °C) Maximum for Brush & Roller 10I (38 °C) The Surface should be dry and at least 5 °F (3°C) above the dew point. APPLICATION EQUIPMENT Air Spray Gun Fluid Air Cap Air Hose Marl Hose Atomizing Pot 60 mesh (250 microns) Tip ID ID Pressure I Pressure Devilbiss E 765 5/16" or 3/8" 3'8" or 1!2" 50 -70 psi 10 -20 psi JGA or 54 (7.9 or 9.5 nnn) (95 or 12.7 nun) (3.4 -4.8 bar) (0J -1.4 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray Tip Orifice Atomizing Pressure Marl Hose ID Manifold Filter 0.013 " - 0.017" (330 -430 microns) 1800 -2400 psi (124-165 bar) 1 %4" or 3/8'- (6.4 or 9.5 nun) 60 mesh (250 microns) Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Roller: Use 1/4" 1" nun) synthetic nap cover. Do not use medium or long nap roller covers. Two applications are required to obtain the standard dry film thickness for one coat. Brush: Use high quality nylon or synthetic bristle brushes. Note: Two applications are required to obtain the standard dry film thickness for one coat. CLEANUP Flush and clean all equipment immediately after use with water, then use alcohol or Methyl Ethyl Ketone (MFK) on any dried portions. *Values may vary with color. WARRANTY & LIMITATION OF SELLER'S LIABILITY: Tnemec Company, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec Company, Inc. shall be for replacement of the product in the event a defective condition of the product should be found to exist and the exclusive remedy shall not have failed its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information herein is provided for the purpose of establishing a general profile of the coating and proper coating application procedures. Test performance results were obtained in a controlled environment and Tnemec Company makes no claim that these tests or any other tests, accurately represent all environments. As application, environmental and design factors can vary significantly, due care should be exercised in the selection and use of the coating. FOR INDUSTRIAL USE ONLY. [NEMFC CGMPANY!NCOPPORAIED 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 641201312 TEL 1 800 TNEMEC I www.fnemec.com PRINTED IN USA (YDAT028) 28 & 29 4 u GENERIC DESCRIPTION Polyamide Epoxy -Coal Tar COMMON USAGE High -build corrosion resistant coating providing one coat protection for concrete and steel in a variety of chemical, immersion and underground conditions. Also, when a two -coat application is desired, a low film build option is possible. COLOR Black FINISH Semi -gloss SPECIAL QUALIFICATIONS Conforms to the performance requirements of AWWA C 210 (not for potable water contact). PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. COATING PRIMERS Steel: Self- priming or Series 66, N69, 90 -97, 161 Galvanized Steel: Series 66, N69, 161 Concrete: Self- priming, 63 -1500, 218 SURFACE PREPARATION STEEL Immersion Service: SSPC -SP10 Near -White Blast Cleaning Non - Immersion Service: SSPC -SP6 Commercial Blast Cleaning PRIMED SURFACES Immersion Service: Scarify the surface with fine abrasive before topcoating if the Series 66, N69 or 161 prime coat has been exposed to sunlight for 60 days or longer. CAST /DUCTILE IRON Contact your Tnemec representative or Tnemec Technical Services. CONCRETE Allow new concrete to cure for 28 days. Abrasive blast all surfaces referencing SSPC -SP13/ NACE 6 Surface Preparation of Concrete and Tnemec's Surface Preparation and Application Guide. ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. TECHNICAL DATA VOLUME SOLIDS 75.0 ± 2.0% (mixed) RECOMMENDED DFT CURING TIME VOLATILE ORGANIC COMPOUNDS THEORETICAL COVERAGE 16.0 to 20.0 mils (405 to 510 microns) 8.0 to 10.0 mils (200 to 250 microns) for the two -coat option To Recoat Temperature To Touch (Min. /Max) Immersion 95 °F (35 °C) 2 hours 3 -14 hours 5 days 85 °F 29 °C) 3 hours 4 -18 hours 6 days 75 °F (24 °C) 4 hours 6 -28 hours 7 days 65 °F 18 °C) 6 hours 10 -50 hours 10 days 55 °F (13 °C) 9 hours 16 hrs - 3 days 14 -16 da s 45 °F 7 °C 18 hours 32 hrs - 4 days 22 -24 days 35 °F 2 °C 26 hours 44 hrs - 6 days 28 -32 days Curing time varies with surface temperature, air movement, humidity and film thickness. Use the above times as guidelines only. Scarify the surface with fine abrasive before recoating if the maximum recoat time has been exceeded. Unthinned Thinned 20% 1.86lbs /gallon 2.76lbs /gallon (223 grams /litre) (330 grams /litre) 1,203 mil sq ft /gal (29.5 m2 /L at 25 microns). See APPLICATION for coverage rates NUMBER OF COMPONENTS Two: Part A and Part B PACKAGING 5 gallon (18.9L) pails and 1 gallon (3.79L) cans — Order in multiples of 2. NET WEIGHT PER GALLON 11.74 t 0.25 Ibs (5.32 t .11 kg) (mixed) Published technical data and instructions are subject to change without notice. The online catalog al www.toemec.com should he referenced for the most current technical data and instivOlons or you may contact year Tnemec representative for current technical data and Instructions. (0 July 2004, by Tnemec Company, Inc. 46H -413 STORAGE TEMPERATURE Minimum 20 °F ( -7 °C) Maximum 110 °F (43 °C) TEMPERATURE RESISTANCE (Dry) Continuous 200 °F (93 °C) Intermittent 250 °F (121 °C) SHELF LIFE 12 months at recommended storage temperature. FLASH POINT • SETA Parts A & B: 81'F (27 °C) HEALTH &SAFETY Paint products contain chemical ingredients which are considered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. APPLICATION COUERAGERATES` Conventional Build Two -Coat System (DFT each coat) Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Power mix contents of each container, making sure no pigment remains on the bottom. Pour a measured amount of Part B into a clean container large enough to hold both components. Add an equal volume of Part A to Part B while under agitation. Continue agitation until the two components are thoroughly mixed. Do not use mixed material beyond pot life limits. Note: Both components should be above 50 °F (10 °C) prior to mixing. For application to surfaces between 35 °F to 50 °F (2 °C to 10 0C), allow mixed material to stand thirty (30) minutes and restir before using. For optimum application properties, the material temperature should be above 60 °F (16 0C). POT LIFE 16 hours at 35 °F (2 °C) 6 hours at 55 °F (13 °C) 2 hours at 75 °F (24 °C) 3/4 hour at 95 °F (35 °C) THINNING SURFACE TEMPERATURE APPLICATION EQUIPMENT CLEANUP Use No. 2 Thinner. For air spray, thin up to 20% or 11/2 pints (760 mL) per gallon; for airless spray, thin up to 5% or Y4 pint (190 mL) per gallon. Minimum 35 °F (2 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. Coating won't cure below minimum surface temperature. Air Spray Gun Fluid Dry Mils (Microns) Wet Mils (Microns) Sq Ft /Gal (m2 /Gal) Dry Mils (Microns) Wet Mils (Microns) Sq Ft /Gal (m2 /Gal) Tip Suggested 18.0 (455) 24.0 (610) 69 (6.4) 9.0(225) 12.0 (300) 134 (12.5) 78 Minimum 16.0 (405) 21.5 (545) 75 (7.0) 8.0(200) 11.0 (275 ) 150 (14.0) (7.9 or 9.5 mm) Maximum 20.0 (510) 27.0 (685) 59 (5.5) 10.0 (250) 13.0 (325) 120 (11.2) Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. MIXING Power mix contents of each container, making sure no pigment remains on the bottom. Pour a measured amount of Part B into a clean container large enough to hold both components. Add an equal volume of Part A to Part B while under agitation. Continue agitation until the two components are thoroughly mixed. Do not use mixed material beyond pot life limits. Note: Both components should be above 50 °F (10 °C) prior to mixing. For application to surfaces between 35 °F to 50 °F (2 °C to 10 0C), allow mixed material to stand thirty (30) minutes and restir before using. For optimum application properties, the material temperature should be above 60 °F (16 0C). POT LIFE 16 hours at 35 °F (2 °C) 6 hours at 55 °F (13 °C) 2 hours at 75 °F (24 °C) 3/4 hour at 95 °F (35 °C) THINNING SURFACE TEMPERATURE APPLICATION EQUIPMENT CLEANUP Use No. 2 Thinner. For air spray, thin up to 20% or 11/2 pints (760 mL) per gallon; for airless spray, thin up to 5% or Y4 pint (190 mL) per gallon. Minimum 35 °F (2 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. Coating won't cure below minimum surface temperature. Air Spray Gun Fluid Air Cap Air Hose Mat'I Hose Atomizing Pot 60 mesh (250 microns) Tip ID ID Pressure Pressure DeVilbiss E 78 5/16" or 3/8" 1/2" 75 -100 psi 20 -40 psi MBC or JGA (7.9 or 9.5 mm) (12.7 mm) (5.2 -6.9 bar) (1.4 -2.8 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray Tip Orifice Atomizing Pressure Mat'I Hose ID Manifold Filter 0.017 " - 0.027" (430 -685 microns) 2400 -3000 psi (165 -207 bar) 3/8" or 1/2" (9.5 or 12.7 mm) 60 mesh (250 microns) Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Note: Application over inorganic zinc -rich primers: Apply a wet mist coat and allow tiny bubbles to form. When bubbles disappear in 1 to 2 minutes, apply a full wet coat at specified mil thickness. Brush: Brushing is recommended on small areas only. Ladle material on and then use Flat side of brush to spread. Do not brush out to thin film as with conventional coatings. Flush and clean all equipment immediately after use with the recommended thinner or xylol WARRANTY & LIMITATION OF SELLER'S LIABILITY: Tnemec Company, Inc. variants only that its coatings represented herein meet the formulation standards of Tnemec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU Of ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED 10. ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec Company, Inc. shall he for replacement of the product In the event a defective condition of the product should be found to exist and the exclusive merely shag not have failed its essential purpose as long as Tnemec Is wiling to provide compatible replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information battle Is provided for the purpose of establishing a general profit of the coating and proper coating application procedures. Test ped name resits were obtained In a controlled enrimmnat and Tnemoc Company makes no claim that these tests or any ether tests, accurately represent aR environments. As application, environmental and design factors an vary significantly, due care should be exercised in the selection and use of the coating. FOR INDUSTUAL USE ONLY. TNEMEC COMPANY INCORPORATED PRINTED N USA 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 641201372 TEL: 1 800 TNEMEC 1 www.lnemec.com (YDAT045) 461-1-413 COVERAGE RATES MIXING THINNING SURFACE TEMPERATURE APPLICATION EQUIPMENT Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. Stir thoroughly, making sure no pigment remains on the bottom of the can. Use clean water. For air spray, airless spray, brush or roller, thin up to 5% or t/ pint (190 mL) per gallon. Minimum 51 (10 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3°C) above the dew point. Air Spray Gun Dry Mils (Microns) Wet Mils (Microns) Sq Ft /Gal (m2 /Gal) Suggested 1.5 (40) 5.5 (140) 299 (27.8) Minimum 1.0 (25) 3.5 (90) 449 (41.7) Maximum 2.0 (50) 1 7.0 (180) 1 225 1 Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. Stir thoroughly, making sure no pigment remains on the bottom of the can. Use clean water. For air spray, airless spray, brush or roller, thin up to 5% or t/ pint (190 mL) per gallon. Minimum 51 (10 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3°C) above the dew point. Air Spray Gun Fluid Air Cap Air Hose Mat'l Hose Atomizing Pot 60 mesh (250 microns) Tip ID ID Pressure Pressure DeVilbiss E 704 5/16" or. 3/8" 3/8" or 1/2" 60 -80 psi 10 -20 psi MBC or JGA or 78 (7.9 or 9. ❑un) (95 or 12.7 mm) (4.2 -55 bar) (0.7 -1.4 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray Tip Orifice Atomizing Pressure Mat'l Hose ID Manifold Filter 0.013 " - 0.019" (330 -485 microns) 2700 -3300 psi (186 -228 bar) 1/4" or 3/8" (6.4 or 95 nun) 60 mesh (250 microns) Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Roller: Use 1/4" to 3/8" 1 mm to 9.5 mm) synthetic nap covers. Brush: Use only nylon or synthetic bristle brushes. Wash brushes in water to remove paint build -up during application. CLEANUP Flush and clean all equipment immediately after use with water. WARRANTY 8 LIMITATION OF SELLER'S LIABILITY: Tnemec Company, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tneme< Company, Inc. shall be for replacement of the product in the event a defective Condition of the product should he found to exist and the exclusive remedy shall not have failed its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information herein is provided for the purpose of establishing a general profile of the coating and proper coating application procedures. Test performance results were obtained in a controlled environment and Tnemec Company makes no claim that these tests or any other tests, accurately represent all environments. As application, environmental and design factors can vary significantly, due core should be exercised in the selection and use of the coating. FOR INDUSTRIAL USE ONLY. TEIEti[C � -U,PANY IND9P%OPAI�O 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 641201372 TEL 1 800 TNEMEC 1 www.tnemec.com PRINTED IN USA (YDAT054) 51 -792 NET WEIGHT PER GALLON" \'()9: 13.45 ± 0.25 Ibs (6.10 ± .11 kg) (mixech V69: 14.01 ± 0.25 lbs (6.36 ± .11 kg) (mixed) STORAGE TEMPERATURE \linimum 20T (-7°C) Maximum 110 °F (43 °C) TEMPERATURE RESISTANCE ( 1)ry) Continuous 250 °F (121'0 Intermittent 275 °F (135 °C) SHELF LIFE 2 1 months at recommended storage temperature. FLASH POINT - SETA V69 & V69 Part A: 82T (28 °C) N69 Part I3: 80T (26 °C) V69 Part B: 86 °F (30 °C) HEALTH & SAFETY faint proclucts contain chemical ingredients which are consiclered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. APPLICA ED COVERAGE RATES` APPLICATION EQUIPMENT Air Spray t Gun Dry Mils (Microns) Wet Mils (Microns) Sq Ft /Gal (m'/Gal) Suggested (1) 4.0(100) 6.0 (150) 277 (25.7) Minimum 2.0 (50) 3.0 (75) 554 (51.4) Maximum 6.0(150) 85 (215) 184 (17.1) APPLICATION EQUIPMENT Air Spray t Gun (1) Note: Roller or brush application requires two or more coats to obtain recommended film Air Cap thickness. Also, Series N69 can be spray appliecl to an optional high -huild film thickness range of 8.0 Mat'l Hose to 10.0 dry mils (205 to 255 dry microns) or 11.5 to 14.5 wet mils (209 to 370 wet microns). Allow for Pot overspray and surface irregularities. Film thickness is rounclecl to the nearest OS mil or 5 microns. Tip Application of coating below minimum or above maxinxun recommenced dry film thicknesses may ID adversely affect coating performance. MIXING 1. Start with equal amounts of both Parts A & B. DeVilbiss 2. Using a power mixer, separately stir Parts A & B. 765 3. (For accelerated version. If not using 44 -700, skip to No. 4.) 3/8" or 1/2" Adcl four (4) fluid ounces of 44 -700 per gallon of Part A while Part A is under agitation. 10 -20 psi 4. Acicl Part A to Part B under agitation, stir until thoroughly mixed. 5. Both components must be above 50 °F (10 °(,) prior to mixing. For application of the unaccelcrated (7.9 or 9.5 tun) version to surfaces between 50T to 60T (10 °C to 1i or the accelerated version to surfaces between --� (5.2 -6.9 bar) 35 °F to 50 °F (2 °C to 10 °0, allow mixed material to stand 30 minutes and restir before using. 6. For optimum application properties, the material temperature should be above 60 °F (16 °C). Note: The use of more than the recommenced amount of 44 -700 will adversely affect performance. POT LIFE Without 44 -700 15 hours at 50T (10 °C) 5 hours at 77 °F (25°C) 3 hours at 100 °F (38 °C) With 44 -700 8 hours at 35 °F (2 °C) 4 hours at 77 °F (25 °C) 1 hour at 100 °F (38 °C) THINNING For N69: Use No. 4 Thinner. For air spray, thin up to 10% or j/, pint (380 mI) per gallon. For airless spray, roller or brush thin up to 5% or 'A pint (190 mIJ per gallon. Note: When using Series V69, a maximum of 2.5% of No. 4 Thinner may be used to comply with VOC regulations. SURFACE TEMPERATURE Minimum 50 °F (10 °C) Maximum 135 °F (57 0 The Surface should be dry and at least 5 °F (3 °C) above the dew point. Coating will not cure below minimum surface temperature. APPLICATION EQUIPMENT Air Spray t Gun Fluid Air Cap Air Hose Mat'l Hose Atomizing Pot 60 mesh (250 microns) Tip ID ID Pressure Pressure DeVilbiss E 765 5/16° or 3/8" 3/8" or 1/2" 75 -100 psi 10 -20 psi MBC or JGA or 78 (7.9 or 9.5 tun) (9.5 or 12.7 mm) (5.2 -6.9 bar) (0.7 -1.4 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray t Tip Orifice Atomizing Pressure Mat'l Hose ID Manifold Filter 0.015 " - 0.019" (380 -485 microns) 1800 -3000 psi (124 -207 bar) 1/4" or 3/8" (6.4 or 9.5 mm) 60 mesh (250 microns) Use appropriate tip /atomizing pressure for equipment, applicator technique Inc] weather conditions. t Spray application of first coat on CMU should be followed by backrolling. Note: Application over inorganic zinc -rich primers: Apply a wet mist coat and allow tiny bubbles to form. When bubbles disappear in 1 to 2 minutes, apply a full wet coat at specified mil thickness. Roller: Use 3/8" or 1/2" (9.5 mm or 12.7 mm) synthetic nap covers. Brush: Recommended for small areas only. Use high quality natural or synthetic bristle brushes. CLEANUP Flush and clean all equipment immediately after use with the recommenclecl thinner of MEK. `Values may vary with color. WARRANTY 8 LIMITATION OF SELLER'S LIABILITY: Tnemec Company, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec Company, Inc. shall be for replacement of the product in the event a defective condition of the product should be found to exist and the exclusive remedy shall not hove failed its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information herein is provided for the purpose of establishing a general profile of the coating and proper (acting application procedures. Test performance results were obtained in a controlled environment and Tnemec Company makes no claim that these tests or any other tests, accurately represent all environments. As application, environmental and design factors can vary significantly, due care should be exercised in the selection and use of the coating. FOR INDUSTRIAL USE ONLY. '1F FJ d +(G r1 PRINTED IN USA 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 641201372 TEL 1 800 TNEMEC 1 www.tnemec.com (YDAT067) N69 CAUTION! Dry overspray can he wiped or washed from most surfaces. Satisfactory dry-fall performance depends upon height of work, weather conditions and equipment adjustment. Low temperature i,� of particular concern. Test for each application as follows: Spray from 15 to 25 feet towards paint container. The material then should readily wipe off. Note: Heat can fuse -dry overspray to surfaces. Always clean dry overspray from hot surfaces before fusing occurs. Be aware that surface temperatures can be higher than air temperature. COVERAGE RATES Gun Dry Mils (Microns) Wet Mils (Microns) Sq Ft /Gal (ml/Gal) Suggested 3.0 (75) 5.0 (125) 337 (31.3) Minimum 2.5 (65) 4.0000) 404 (37.5) Maximum 35 (90) 5.5 (140) 289 (26.9) Gun Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or Air Hose 5 microns. Application of coating below minimum or above maximum recommended dry film Atomizing thicknesses may adversely affect coating performance. MIXING Always use the entire contents of A and B components. Use an air - driven power mixer and keep (165 -207 bar) material under constant agitation while mixing. Slowly sift powder (Part B) into liquid (Part A). ID —Do Not Reverse This Procedure— Adjust mixer speed to break up lumps and mix until the two Pressure components are thoroughly blended. Strain through a 35 to 50 mesh (300 to 600 microns) screen E before using. For spray application, keep under low RPM agitation to prevent settling. For brush or 5/16" or 3/8" roller application, stir frequently to prevent settling. Do not use mixed material beyond pot life limits. POT LIFE 8 hours at 77°F (25 °C) and 50% R.H. MBC or JGA Caution: This product cures with moisture acting as a catalyst. Incorporation of moisture or moisture laden air (humidity) during use will shorten pot life. Avoid continual agitation at high (9.5 or 12.7 mm) RPM. When feasible keep containers of inixed material covered during use. THINNING For spray, thin up to 10% or 3/ pint (380 mL) per gallon with No. 2 Thinner if temperatures are below 80 °F (270. Thin up to 10% or 314 pint (380 mL) per gallon with No. 3 Thinner if temperatures are above 80 °F (27C). For brush or roller, thin up to 10% or j/ pint (380 mL) with No. 3 Thinner. Do not thin more than 2.5% when air pollution regulations limit the atmospheric discharge of volatile organic compounds WOO in coatings to a maximum of 340 grams /litre (2.80 Ibs /gal). SURFACE TEMPERATURE Minimum 35 °F (2 °C) Maximum 120 °F (49 °C) Maximum for Brush & Roller 100 °F (38 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. APPLICATION EQUIPMENT Note: When finish coats are white or light colors, best hiding of this dark color primer can be achieved by spray application; or when roller applied, by using t/" nap covers. Air Spray Gun Fluid Air Cap Air Hose Mat'l Hose Atomizing Pot 60 mesh Tip (165 -207 bar) ID ID Pressure Pressure Devilhiss• E 78 5/16" or 3/8" 3/8" or 1/2" 40 -50 psi 10 -20 psi MBC or JGA (7.9 or 95 mm) (9.5 or 12.7 mm) (2.8 -3.4 bar) (0.7 -1.4 bar) • (with heavy mastic spring) Low temperatures or longer hoses will require additional pressure. Use pressure pot equipped with an agitator and keep pressure pot at same level or higher than the spray gun. Compressed air must be dry. Airless Spray Tip Orifice Atomizing Pressure Mat'l Hose ID Manifold Filter 0.017- 0.021" 2400 -3000 psi 1/4" or 3/8" 60 mesh (430 -535 microns) (165 -207 bar) (6.4 or 9.5 111111) (250 microns) Reversible Tip Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Keep material agitated to prevent settling. Roller: Use a 1/4" or 3/8" (6.4 mm or 95 mm) synthetic nap cover. Stir material frequently or keep under agitation to prevent settling. Brush: Use high quality natural or synthetic bristle brushes. CLEANUP Flush and clean all equipment immediately after use with the recommended thinner or xylene. WARRANTY & LIMITATION OF SELLER'S LIABILITY: Tnemec Company, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED 10, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec Company, Inc. shall he for replacement of the product in the event o defective condition of the product should be found to exist and the exclusive remedy shall not have foiled its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information herein is provided for the purpose of establishing o general profile of the coating and proper tooting application procedures. Test performance results were obtained in a controlled environment and Tnemec Company makes no claim that these tests or any other tests, accurately represent all environments. As application, environmental and design factors can vary significantly, due care should he exercised in the selection and use of the coating. FOR INDUSTRIAL USE ONLY. NEP,1EC CCLIPANY INCORPORATED PRINTED IN USA 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 64 1 201 37 2 TEL: 1 800 TNEMEC 1 www.tnernec.com (YDAT097) 90 -97 PRODUCT PROFILE GENERIC DESCRIPTION Waterborne Cementitious Acrylic COMMON USAGE Exceptional filling capabilities for interior /exterior porous concrete and CMU. Accommo- dates a variety of high performance water- and solvent -based topcoats in moderately severe exposures. COLORS 130 -6602: Off -White PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. COATING PATCHING COMPOUND Series 130 -6603 TIECOATS/TOKOATS Series 6, 66, N69, 84, 104, 113, 114, 151, 156, 157, 158, 161, 201, 270, 280 SURFACE PREPARATION CONCRETE Allow new concrete to cure for 14 days. Abrasive blast referencing SSPC- SP13 /NACE 6 Surface Preparation of Concrete and Tnemec's Envirofill Application Guide. Large voids, bugholes and other cavities should be filled with materials recommended by Tnemec Company, Inc. CMU Allow mortar to cure for 14 days. Level protrusions and mortar spatter. ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. Not recommended for previously - painted surfaces. TECHNICAL a VOLUME SOLIDS' 68.0 ± 2.0% (mixed) CURINGTIME Temperature To Touch To Recoat 75 °F (24 °C) t/, hour 18 hours Recoat times are dependent on topcoat and environmental conditions. Curing time varies with surface temperature, air movement, humidity and film thickness. VOLATILEORGANIC Unthinned Thinned 5% COMPOUNDS 0.63 Ibs /gallon 0.63 Ibs /gallon (75 grams /litre) (75 grams /litre) THEORETICAL COVERAGE` 1,091 mil sq ft/gal (26.8 m2 /L at 25 microns). NUMBER OF COMPONENTS Three: Part A, Part B and Part C PACKAGING Large kit — 6 gallon pail of liquid Part A, 3Y2 gallon pail of powder Part B, and Part C packaged in a separate plastic bottle. Yields 5 gallons (18.91.). Small kit — Individual plastic containers for each component; yields 1 gallon (3.79L). NET WEIGHT PER GALLON' 10.75 t 0.25 Ibs (4.88 ± .11 kg) (mixed) STORAGE TEMPERATURE Minimum 35 °F (2 °C) Maximum 110 °F (43 °C) TEMPERATURE RESISTANCE (Dry) Continuous 170 °F (77 °C) Intermittent 200 °F (93 °C) SHELF LIFE 24 months at recommended storage temperature. FLASH POINT • SETA NA HEALTH & SAFETY This product contains chemical ingredients which are considered hazardous. Read con- tainer label warning and Material Safety Data Sheet for important health and safety infor- mation prior to the use of this product. Keep out of the reach of children. Published technical data and instructions ace sabJOct to change without notice. The 0411110 aglog at www.tatmec.com should he referenced for the most torrent technical data and instructions or you may contact you Tnemec representative for current technical data and instructions. 0 December 2003, by Tnemec Company, Inc. 130 APPLICATION SPREAOINGRATE* Dense CMU: From 85 to 115 sq ft/gal (7.9 to 10.7 m2 /gal) Lightweight CMU: From 60 to 80 sq ft /gal (5.6 to 7.4 m2 /gal) Allow for application losses due to surface irregularities and substrate porosity. Application below minimum or above maximum spreading rates may adversely affect coating performance, Maximum performance is obtained when the coating is applied to form a continuous, void -free film. MIXING Slowly pour Part C into Part A while under agitation. After these liquids are thoroughly blended, slowly sift in powder Part B. - Do not reverse this procedure - Use power mixer, keeping material under constant agitation while adding the powder. Mix until material is free of lumps and compo- nents are thoroughly blended. After mixing, material may thicken or gel if not agitated. Remixing will return material to fluid state. Do not use mixed material beyond pot life limits. POT LIFE 8 hours at 77 °F (25 °C) THINNING Use clean water. For air spray, airless spray, roller or brush application, thin up to 10% or 3/4 pint (380 mL) per gallon if needed. SURFACE TEMPERATURE Minimum 50 °F (10 °C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. Note: If environmental conditions dictate, such as high air or substrate temperatures or dry winds, the surface can be "pre -wet" or dampened with clean water prior to application. Do not overly saturate. APPLICATION EQUIPMENT Note: For the smoothest achievable finish, follow all methods of application by using a rubber squeegee or foam /cork float to remove excess material. Air Spray Gun Fluid Air Cap I Air Hose Mat'I Hose Atomizing Pot 3/8" Tip (785 -890 microns) ID I ID Pressure Pressure DeVilbiss D 64 5/16" or 3/8" 3/8" or 1/2" 40 -50 psi 20 -30 psi MBC or JGA (7.9 or 9.5 mm) 1 (9.5 or 12.7 mm) (2.8 -3.4 bar) (1.4 -2.1 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray Pump Tip Atomizing Pressure Mat'[ Hose ID Graco 35 to 1 0.031" to 0.035" 2400-3000 psi 3/8" Senator or larger (785 -890 microns) (165 -207 bar) (9.5 mm) Min. 1.5 GPM rating Reversible tip minimum Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Remove all filters. If pump pulsation (surging) occurs, equip pump with Graco Model 214 -623 Surge Tank without filter or equivalent. Backroll material immediately after spray application to force material into voids and hairline cracks. Roller: Use a synthetic nap cover; 1 inch to 1 -1/2 inches (2.5 cm to 3.8 cm) is recommended for most porous block. Use shorter nap for smooth, dense surfaces. Brush: Apply with a nylon brush, work material into voids. CLEANUP Flush and clean all equipment immediately after use with warm water. *Values may vary with color. WARRANTY 6 LIMITATION OF SELLER'S LIABILITY: Thereat Company, Inc. warrants only that its coatings represented herein meet the formulation standards at Tommec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive tomedy against Tnemec Company, Inc. shall be for replacement of the product In the event a defective condition of the product should be found to exist and the exclusive remedy shell not hire failed Its essential Purpose as long as Tnemec Is willing to provide compatible replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED 10, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information heals Is provided for the purpose of establishing a geeeml profile of the coating and propw coating application procedures. Test performance corals were obtained In a controlled environment and Tnemec Company makes no claim that these tests at any other tests, accurately tepresent all environments. As application, environmental and design factors can vary significantly, due care should be exercised in the selection and ase of the coating. FOR INDUSTRIAL USE ONLY. TNEMEC COMPANY INCORPORATED PRINTED 0USA 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 641201372 TEt: 1 800 TNEMEC 1 www.inemec.com (YDAT130) 130 GENERIC DESCRIPTION Modified Polyamidoamine Epoxy COMMON USAGE High - build, flexible coating for marginally prepared rusty steel and tightly adhering old coatings. Excellent abrasion -, chemical- and corrosion - resistance. Perfect foundation for aliphatic - polyurethanes. NOT FOR IMMERSION SERVICE. COLORS DC74 Off - White, 1243 Metallic Aluminum and more; refer to Tnemec Color Guide. Note: Epoxies chalk with extended exposure to sunlight. Lack of ventilation, incomplete mixing, miscatalyzation or the use of heaters that emit carbon dioxide and carbon monoxide during application and initial stages of curing may cause yellowing to occur. FINISH Semi -gloss PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. PRIMERS Steel: Self- priming Galvanized Steel and Non - Ferrous Metal• Self- priming TOPCOATS Series 28, 29, 30, 66, N69, 73, 84, 104, 135, 161, 175, 1074, 1075. Note: When topcoating with Endura - Shield polyurethane finish, exterior exposed Series 135 has the following maximum time to recoat: Series 73, 175, 1074 or 1075, 60 days. If this time is exceeded, an epoxy intermediate coat or scarification is required before topcoating. Refer to appropriate topcoat data sheet for additional information. STEEL Abrasive blast cleaning generally produces the best coating performance. If conditions won't permit this, Series 135 may be applied to SSPC -SP2 or SP3 Hand or Power Tool Cleaned surfaces. GALVANIZED STEEL 8 Surface preparation recommendations will vary depending on substrate and exposure NON-FERROUS METAL conditions. Contact your Tnemec representative or Tnemec Technical Services. PAINTED SURFACES Test patch is recommended. Note: Contact Tnemec Technical Services if application is over Series 4, 10 or chlorinated rubber coatings. ALL SURFACES Must be clean, dry and free of oil, grease and other contaminants. VOLUME SOLIDS* 84.0 ± 2.0% (mixed) RECOMMENDED OFT Conventional Build: 4.0 to 6.0 inils (100 to 150 microns) per coat. Hi- Build: 7.0 to 9.0 mils (180 to 230 microns) per coat. Note: Number of coats and thickness requirements will vary with substrate, application method and exposure. Contact your Tnemec representative. CURING TIME Temperature To Touch To Handle To Recoat 75 °F (24 °C) 6 hours at 5.0 mils DFT 18 hours 24 hours 7 7 ( 125 microns) Curing time varies with surface temperature, air movement, humidity and film thickness. VOLATILE ORGANIC Unthinned Thinned 15% (No. 19 Thinner) Thinned 15% (No. 18 Thinner) COMPOUNDS* 1.161bs /gallon 1.92lbs /gallon 2.06lbs /gallon (139 grams /litre) (230 grams /litre) (247 grams /litre) THEORETICAL COVERAGE* 1,347 mil sq ft /gal (33.1 mz /L at 25 microns). See APPLICATION for coverage rates. NUMBER OF COMPONENTS Two: Part A and Part B PACKAGING Five - Gallon Kit: Consists of four gallons of Part A in a five- gallon pail and one gallon of Part B in a one - gallon can. When mixed, yields five gallons (18.9L). One - Gallon Kit: Consists of a partially filled one - gallon can of Part A and a partially filled one -quart can of Part B. When mixed, yields one gallon (3.79L). NET WEIGHT PER GALLON* Series 135: 12.30 ± 0.25 Ibs (5.58 ± .11 kg) (mixed) 135 -1243: 11.52 ± 0.25 lbs (5.23 ± .11 kg) (mixed) STORAGE TEMPERATURE Minimum 20 °F ( -7 °C) Maximum 120 °F (49 °C) TEMPERATURE RESISTANCE (Dry) Continuous 250 °F (121 °C) Intermittent 275 °F (135 °C) SHELF LIFE 24 months at recommended storage temperature. Published technical data and instructions are subject to change without notice. The online catalog at www.tnemac.rom should be referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructfons. CJvue 2002, by Tnemec Company, Inc 135 FLASH POINT • SETA Part A: 75 °F (25 °C) Part B: 201 °F (94 °C) HEALTH 8 SAFETY Paint products contain chemical ingredients which are considered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. COVERAGE RATES* MIXING POT LIFE THINNING SURFACE TEMPERATURE APPLICATION EQUIPMENT CLEANUP Conventional Build Hi -Build (Spray, Brush or Roller) (Spray Only) Note: Can be spray applied at 7.0 to 9.0 mils (180 to 230 microns) DFT per coat when extra protection or the elimination of a coat is desired. Can be sprayed at 4.0 to 6.0 mils (100 to 150 microns) DFT per coat for use in systems requiring a conventional build. Brush or roller will normally achieve the 4.0 tail (100 microns) minimum for conventional build application. However, under certain conditions some colors may require two coats to achieve suggested filth thickness. Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. Power mix contents of each container, making sure no pigment remains on the bottom. Add the contents of the can marked Part B to Part A while under agitation. Continue agitation until the two components are thoroughly mixed. Do not use mixed material beyond pot life limits. Note: Both components must be above 50 °F (10 °C) prior to mixing. For application to surfaces between 50 °F to 60oF 00oC to 16 °C), allow mixed material to stand thirty (30) minutes and restir before using. For optimum application properties, blended components should be above 60 °F (16 °C). 8 hours at 50 °F (10 °C) 4 hours at 77°F (25 °C) 2 hours at 100 °F (38 °C) For air or airless spray, thin 10% to 15% or 3/4 pint to 11 /a pints (380 to 570 mL) per gallon with No. 19 Thinner. For brush or roller, thin 10% to 15% or 3/ pint to 11/4 pints (380 to 570 mL) per gallon with No. 18 Thinner. Minimum 50 °F (10 °C) Maximum 135 °F (57 °C) The surface should be dry and at least 5 °F WC) above the dew point. Note: Amine blush may develop during cure if the surface temperature drops below the minimum, particularly under high humidity. Blush must be removed prior to topcoating; contact your Tnemec representative. Air Spray Gun Dry Mils (Microns) Wet Mils (Microns) Sq Ft/Gal (m' /Gal) Dry Mils (Microns) Wet Mils (Microns) Sq Ft /Gal (m' /Gal) Suggested 5.0(125) 6.0(150) 269(25-0) 8.0 (205) 9.5 (240) 168 (15.6) Minimum 4.0(100) 5.0 (125) 337 (31.3) 7.0080) 8.5 (215) 192 (17.8) Maximum 6.0(150) 7.0(180) 224 (20.8) 9.0 (230) 11.0 (280) 15003-9) Note: Can be spray applied at 7.0 to 9.0 mils (180 to 230 microns) DFT per coat when extra protection or the elimination of a coat is desired. Can be sprayed at 4.0 to 6.0 mils (100 to 150 microns) DFT per coat for use in systems requiring a conventional build. Brush or roller will normally achieve the 4.0 tail (100 microns) minimum for conventional build application. However, under certain conditions some colors may require two coats to achieve suggested filth thickness. Allow for overspray and surface irregularities. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. Power mix contents of each container, making sure no pigment remains on the bottom. Add the contents of the can marked Part B to Part A while under agitation. Continue agitation until the two components are thoroughly mixed. Do not use mixed material beyond pot life limits. Note: Both components must be above 50 °F (10 °C) prior to mixing. For application to surfaces between 50 °F to 60oF 00oC to 16 °C), allow mixed material to stand thirty (30) minutes and restir before using. For optimum application properties, blended components should be above 60 °F (16 °C). 8 hours at 50 °F (10 °C) 4 hours at 77°F (25 °C) 2 hours at 100 °F (38 °C) For air or airless spray, thin 10% to 15% or 3/4 pint to 11 /a pints (380 to 570 mL) per gallon with No. 19 Thinner. For brush or roller, thin 10% to 15% or 3/ pint to 11/4 pints (380 to 570 mL) per gallon with No. 18 Thinner. Minimum 50 °F (10 °C) Maximum 135 °F (57 °C) The surface should be dry and at least 5 °F WC) above the dew point. Note: Amine blush may develop during cure if the surface temperature drops below the minimum, particularly under high humidity. Blush must be removed prior to topcoating; contact your Tnemec representative. Air Spray Gun Fluid Air Cap Air Hose Mat'1 Hose Atomizing Pot 60 mesh (250 microns) Tip ID ID Pressure Pressure DeVilbiss E 765 5/16" or 3/8" 3/8" or 1/2" 70 -90 psi 20 -30 psi MBC or JGA or 78 (7.9 or 9.5 mm) (9.5 or 12.7 mm) (4.8 -6.2 bar) (1.4 -2.1 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray Tip Orifice Atomizing Pressure Mat'l Hose ID Manifold Filter 0.015 " - 0.021" (380 -535 microns) 2800 -4200 psi (193 -290 bar) 1/4" or 3/8" (6.4 or 9.5 mm) 60 mesh (250 microns) Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Note: Series 135 -1243 must be applied by brush or roller to achieve aluminum appearance. For spray application, contact your Tnemec representative. Roller: Use 3/8" or 1/2" (9.5 mm or 12.7 mm) synthetic nap covers. Brush: Use high quality natural or synthetic bristle brushes. Flush and clean all equipment immediately after use with the recommended thinners or MEK. 'Values may vary with color. WARRANTY 8 LIMITATION OF SELLER'S LIABILITY: Tnemec Company, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemec (ompany, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED 10, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec Company, Inc. shall be far replacement of the product in the event a defective condition of the product should be found to exist and the exclusive remedy shall not have foiled its essenfial purpose as long as Tnemec is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information herein is provided for the purpose of establishing a general profile of the coating and proper coating application procedures. Test performance results were obtained in a controlled environment and Tneme( Company makes no claim that these tests or any other tests, accurately represent all environments. As application, environmental and design factors (an very significantly, due care should be exercised in the selection and use of the coating. FOR INDUSTRIAL USE ONLY. TNEME( COMPANY INCORPORATED 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 64120 -1372 TEL: 1 800 TNEME( I www.lneme(.com PRINTED IN USA (YDAT135)135 GENERIC DESCRIPTION Acrylic Emulsion COMMON USAGE Decorative, high -build protection against weather, driving rain, industrial fumes and alternate freezing - thawing. Mildew- resistant. Available in smooth and sand - texture finishes for con- crete, CMU and properly primed steel. Spray application "dry- falls" under certain conditions. COLORS Refer to Tnemec ColorBook. ® FINISH Series 180: Flat, smooth Series 181: Flat, sand texture PERFORMANCE CRITERIA Extensive test data available. Contact your Tnemec representative for specific test results. PRIMERS Self- priming on concrete, masonry, brick, stucco and lightweight block. Split -Face & Split- Fluted CMU: Series 130, 54 -562 Steel• 10 -99, N27, 37H, 66, N69, 90E -92, N140, 161 TOPCOATS For accent colors— Series 6, 28 & 29 Prepare surfaces by method suitable for exposure and service. Refer to the primer data sheet. PAINTED SURFACES Remove chalk and old paint not tightly bonded to the surface. Patch cracks. ALL SURFACES Must be clean, dry and free of oil, grease, form release agents and other contaminants. Allow new concrete, masonry and stucco to cure 7 days. Level protrusions and mortar spatter. VOLUME SOLIDS* 44.0 ± 2.0% RECOMMENDED DFT 4.0 to 10.0 mils (100 to 255 microns) per coat. Note: Number of coats and thickness requirements will vary with substrate, application method and exposure. See APPLICATION and/or contact your Tnemec representative. CURING TIME Temperature To Touch To Recoat 75 °F (24 °C) I hour 3 hours Curing time varies with surface temperature, air movement, humidity and film thickness. VOLATILE ORGANIC Unthinned Thinned 5% COMPOUNDS 0.89 -1.32 Ibs /gallon 0.89 -1.32 Ibs /gallon (107 -158 grams /litre) (107 -158 grams /litre) THEORETICAL COVERAGE* 705 mil sq ft/gal (17.3 mz /L at 25 microns). See APPLICATION for coverage rates. NUMBER Of COMPONENTS One PACKAGING 5 gallon (18.9L) pails and 1 gallon (3.79L) cans. NET WEIGHT PER GALLON* 11.50 ± 0.25 lbs (5.22 ± .11 kg) STORAGE TEMPERATURE Minimum 35 °F (2 °C) Maximum 110 °F (43 °C) TEMPERATURE RESISTANCE (Dry) Continuous 170 °F (77°C) Intermittent 200 °F (93 °C) SHELF LIFE 24 months at recommended storage temperature. FLASH POINT - SETA NA HEALTH 8 SAFETY Paint products contain chemical ingredients which are considered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. Published technical data and instructions are subject to change without notice. The online catalog 01 www.I"eme(.com should he referenced for the most current technical data and instructions or you may contact your Tnemec representative for current technical data and instructions. © June 2000, by Tnemec Company, Iuc 180 & 181 CAUTION! Dry overspray can be wiped or washed from most surfaces. Satisfactory dry-fall performance depends upon height of work, weather conditions, equipment adjustment and proper thinning. Low temperature and high humidity are of particular concern. Test for each application as follows: Spray from 15 to 25 feet towards paint container. The material then should readily wipe off. Note: Heat can fuse -dry overspray to surfaces. Always clean dry overspray from hot surfaces before fusing occurs. Be aware that exterior surface temperatures can be higher than air tenT- perature. COVERAGE RATES' MIXING THINNING SURFACE TEMPERATURE APPLICATION EQUIPMENT CLEANUP Dense Concrete, Masonry and Filled CMU CMU (First Coat) Minimum 8.0 (205) 1 19.0 (485) 88(8.2) Maximum 10.0 (255) 1 24.0 (610) 1 71(6.5) Primed Steel Minimum 4.0 (100) 9.5 (240) 17606-3) Maximum 6.0 (150) 14.5 (370) 118 (10.9) Allow for application losses and surface irregularities. Spreading rates are approximate and variable based on the roughness and porosity of substrates; also the method of application. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Wet and dry film thicknesses are calculated from the sq ft/gal figures. There is no method for accurately measuring the applied film thickness of texture coatings. Application of coating below minimum or above maximum recommended dry film thick- nesses may adversely affect coating performance. Important: Protection against weather, driving rain and alternate freezing and thawing is obtained when coating is applied to form a continuous, void -free film. The coating must be brushed, rolled or sprayed and back- rolled onto block. Grooves in scored and fluted block must be brushed. Two coats are normally recotmmended for lightweight block. Split -face and split -fluted block must be filled. Contact your Tnemec representative for specific coating system recommendations. Stir thoroughly with a power mixer, making sure no pigment remains on the bottom of the can. Normally none required. Can be fl-Limed up to 5% or 1/ pint (190 mQ per gallon with clean water. Minimum 40 °F (4°C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. Series 180 or 181 Air Spray Gun Dry Mils (Microns) wet Mils (Microns) Sq Ft/Gal (m' /Gal) Minimum 4.0(100) 9.5(240) 176 (16.3) Maximum 8.0(205) 19.0 (485) 88 (8.2) CMU (First Coat) Minimum 8.0 (205) 1 19.0 (485) 88(8.2) Maximum 10.0 (255) 1 24.0 (610) 1 71(6.5) Primed Steel Minimum 4.0 (100) 9.5 (240) 17606-3) Maximum 6.0 (150) 14.5 (370) 118 (10.9) Allow for application losses and surface irregularities. Spreading rates are approximate and variable based on the roughness and porosity of substrates; also the method of application. Film thickness is rounded to the nearest 0.5 mil or 5 microns. Wet and dry film thicknesses are calculated from the sq ft/gal figures. There is no method for accurately measuring the applied film thickness of texture coatings. Application of coating below minimum or above maximum recommended dry film thick- nesses may adversely affect coating performance. Important: Protection against weather, driving rain and alternate freezing and thawing is obtained when coating is applied to form a continuous, void -free film. The coating must be brushed, rolled or sprayed and back- rolled onto block. Grooves in scored and fluted block must be brushed. Two coats are normally recotmmended for lightweight block. Split -face and split -fluted block must be filled. Contact your Tnemec representative for specific coating system recommendations. Stir thoroughly with a power mixer, making sure no pigment remains on the bottom of the can. Normally none required. Can be fl-Limed up to 5% or 1/ pint (190 mQ per gallon with clean water. Minimum 40 °F (4°C) Maximum 120 °F (49 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. Series 180 or 181 Air Spray Gun Fluid Air Cap I Air Hose 1 Mat'1 Hose Atomizing Pot 30 mesh (600 microns) Tip ID ID Pressure Pressure Binks 67 67 PB 1 5/16" or 3/8" 1/2" 50 -70 psi 30 -40 psi Model 95 (7.9 or 9.5 mm) (12.7 mm) (3.4 -4.8 bar) (2.1 -2.8 bar) Series 180 only Airless Spray Tip Orifice Atomizing Pressure Mat'l Hose ID Manifold Filter 0.023 " - 0.031" (585 -785 microns) 2000 -2800 psi (138 -193 bar) 3/8" (9.5 mm) 30 mesh (600 microns) Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Roller: Use a synthetic cover. For smooth surfaces use 3/8" to 3/4" (9.5 mm to 19.0 mm) nap. For rough surfaces use 3/4" (19.0 mm) or longer nap. To obtain proper penetration for rough or porous surfaces, thin up to 5% or 1/4 pint (190 mQ per gallon. Force material into voids and hairline cracks with a brush or squeegee. Smooth out build -up at laps. Brush: Use a stiff nylon brush. Work material into voids and avoid brushing out too thin. Flush and clean all equipment immediately after use with water. Values may vary with color. WARRANTY 8 LIMITATION OF SELLER'S LIABILITY. Tnemec Company, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemec (omparry, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED 10, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FHNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec Company, Inc. shall be for replacement of the product in the event a defective condition of the product should be found to exist and the exclusive remedy shall not have failed its essential purpose as long as Tnemec is willing to provide comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR ( ONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information herein is provided for the purpose of establishing a general profile of the (outing and proper confing application procedures. Test performance results were obtained in o controlled environment and Tnemec Company makes no claim that these tests or any other tests, accurately represent oil environments. As application, environmental and design factors can vary significantly, due care should be exercised in the selection and use of the coating. FOR INDUSTRIAL USE ONLY. TN(ME( COMPANY INCORPORATED 6800 CORPORATE DRIVE, KANSAS CITY, MISSOURI 64110 -1312 TEL: 1 800 TNEME( I www.inemec.com PRINTED IN USA 180 B 181 'No Series V626 conforms with air pollution regulations limiting Volatile Organic Compounds (VOC) to a maximum of 250 grams /litre (2.08 Ibs /gal) PRODUCT PROFILE GENERIC DESCRIPTION RTV Silicone Rubber Water Repellent and Graffiti Protectant PRODUCT DESCRIPTION Single component, RTV silicone rubber, which provides a clear, non - sacrificial, penetrating barrier 6 -12 hours for against graffiti, as well as water repellency on all uncoated vertical masonry surfaces. COMMON USAGE Series 626 Dur A Pell GS has been formulated to provide superior protection against, and easy NUMBER OF COMPONENTS removal of, unwanted graffiti. This product is intended for use in conjunction with Series 680 Moisture Intrusion Mark A Way to provide a complete Graffiti Protection System. Dur A Pell GS is a clear, silicone WEIGHT PER GALLON rubber based formulation, which protects vertical concrete block, brick, cast concrete, stone and STORAGE TEMPERATURE other masonry substrates with little or no change to the appearance of the untreated substrate. Dur A Pell GS protects both new and existing substrates by penetrating into the pores, to prevent graffiti penetration. It has excellent stability against ultraviolet rays and salt spray and provides long- lasting protection. COLOR Clear FINISH Flat to slight sheen, depending on substrate PERFORMANCE CRITERIA Contact your Chemprobe /Tnemec representative for specific test results. COATING SYSTEM PRIMERS Apply directly to uncoated concrete and masonry substrates. SURFACE PREPARATION ALL SURFACES Surfaces to be treated must be clean, dry, and free from oil, dirt, grease, efflorescence, or any other coating, which may inhibit penetration and adhesion. For surfaces that have been power - washed, allow a minimum of 72 hours drying time. After rain, allow 48 hours drying time. Newly constructed surfaces should cure for 28 days before application. Caulking should be completed and cured prior to application. All repointing and repairs should be completed prior to material application. Extremely dense, vertical concrete surfaces (i.e. cast -in- place, vibrated, smooth -face concrete) should be prepared using sand, or other media for blasting, to facilitate penetration. Dur A Pell GS may enhance or darken the surface appearance. To test for aesthetics, apply to an inconspicuous area prior to a large -scale application. Protect all glass and surrounding surfaces from overspray. TECHNICAL DATA VOLUME SOLIDS 15% RECOMMENDED DFI Penetrating coating system, no DFT recommended. Two flood coats required for graffiti protec- tion. One coat for water repellent applications. CURING TIME Temperature To Touch To Recoat Initial Cure Full Cure Poblished technical Arta and Instructions rue subject to chicle without notice. Contact year Clmmprobe representative for current technical data and instructions. February 2005, by Tnemec Company, Inc. 626 75 °F (24 °C) 2 hours 30 minutes 6 -12 hours for 24 hours for COMPOUNDS (658 grams /litre) (246 grams /litre) NUMBER OF COMPONENTS to 2 hours Moisture Intrusion Moisture Intrusion WEIGHT PER GALLON 6.8 t 0.10 lb/gal (815 g /L) STORAGE TEMPERATURE Minimum 40 °F (4 °C) Maximum 90 °F (32 °C) 5 days for times. Any material remaining in an opened container should be properly disposed of according to all applicable regulations. TEMPERATURE RESISTANCE Graffiti Protection Poblished technical Arta and Instructions rue subject to chicle without notice. Contact year Clmmprobe representative for current technical data and instructions. February 2005, by Tnemec Company, Inc. 626 Curing time varies with surface temperature, substrate porosity, air movement, humidity and application rate. VOLATILE ORGANIC 626: 5.49lbs /gal V626: 2.05lbs /gal COMPOUNDS (658 grams /litre) (246 grams /litre) NUMBER OF COMPONENTS One PACKAGING 5 gallon (18.96 Q pails and 1 gallon (3.79 Q cans WEIGHT PER GALLON 6.8 t 0.10 lb/gal (815 g /L) STORAGE TEMPERATURE Minimum 40 °F (4 °C) Maximum 90 °F (32 °C) This product will react with atmospheric moisture. Keep unused material tightly closed at all times. Any material remaining in an opened container should be properly disposed of according to all applicable regulations. TEMPERATURE RESISTANCE (Dry) Continuous 250 °F (121 °C) Intermittent 275 °F (135 °C) SHELF LIFE 12 months at recommended storage temperature. FLASH POINT - SETA 626: 105 °F (41 °C) V626: 103 °F (39 °C) Poblished technical Arta and Instructions rue subject to chicle without notice. Contact year Clmmprobe representative for current technical data and instructions. February 2005, by Tnemec Company, Inc. 626 TECHNICAL DATA continued HEALTH & SAFETY Paint and related products contain chemical ingredients which are considered hazardous. Read container label warning and Material Safety Data Sheet for important health and safety information prior to use of this product. Keep out of the reach of children. APPLICATION COVERAGE RATES Note: Always shield glass, wood and other surfaces that are not intended to be treated from overspray. Any overspray should be removed immediately. Also, protect asphaltic and painted surfaces, trees, shrubs and other landscaping from overspray. Coverage rates are only guidelines and will vary depending upon the texture of the surface and porosity of the substrate. Substrate Sq. Ft. /Gal. mz /litre CMU 65 -85 1.6 -2.1 Brick 125-150 3.1 - 3.7 Concrete` 200-300 4.9- 7.4 Limestone 125- 150 3.1 - 3.7 Sandstone 95- 125 2.3 - 3.1 Apply with a saturating coat allowing for a 4" to 6" rundown. A test application must be performed to determine the exact coverage rate, desired appearance and compatibility of Dur A Pell GS and the substrate before beginning a full -scale application. ` For dense concrete, backrolling may be required to create an even and uniform appearance. MIXING Not required. POT LIFE Pot life can vary based on temperature and humidity. Application time should not exceed 8 hours once product has been opened. THINNING Do not thin. Note: Where lower VOC is required, use V626 to comply with VOC regulations. SURFACE TEMPERATURE Minimum 40 °F (4 °C) Maximum 100 °F (38 °C) The surface should be dry and at least 5 °F (3 °C) above the dew point. Note: May be applied at a lower temperature, providing that there is no frozen moisture present in the substrate. Application should be completed at least twelve (12) hours before onset of precipitation. When applied at temperatures below 40 °F (4 °C), the product will cure at a slower rate. APPLICATION EQUIPMENT Apply using a low- pressure sprayer with a fan tip that allows for an application pressure of 20 to 40 psi. Apply first coat in a saturating spray application from bottom up. Apply sufficient material to create a 4" to 6" rundown below the contact point. Caution should be used on dense substrates to not overapply. On dense substrates, minimal rundown is required to avoid over application. Backroll all areas that appear to be fully saturated. A second coat is required for graffiti protection; apply once first coat appears dry (30 minutes to 2 hours) depending on temperatures and substrate. All coats should be examined for areas of over application and such areas should be brushed or backrolled to avoid excessive film build and unsightly darkening. Roller: Use 112" synthetic nap cover. Brush: Recommended for small areas only. Use nylon or other synthetic material bristle brushes resistant to solvent solutions. Note: Avoid excessive overlapping or over application. Brush or roll out all heavy runs and drips. MAINTENANCE Graffiti Removal: Surfaces that have been properly treated with Series 626 provide for easy removal of graffiti using Series 680 Mark A Way. Remove graffiti as soon as possible after surface has been defaced. Apply Mark A Way directly to the "tagged" surface and allow it to work for 5 to 8 minutes keeping substrate wet with cleaner. Agitate with a nylon brush and rinse thoroughly with water. A power washer (not to exceed 1000 psi) may be required to completely remove graffiti. After surface has been cleaned and allowed to dry completely, it will continue to protect against graffiti penetration and permit additional cleaning cycles if necessary. In areas that receive multiple "taggings" and if graffiti removal becomes difficult, a reapplication of Dur A Pell GS may be required. Note: Use of any product other than Mark A Way to remove graffiti may damange the protective coating, thereby necessitating reapplication of Series 626 Dur A Pell GS. Contact your Chemprobe representative for assistance. CLEANUP Flush and clean all equipment immediately after use with mineral spirits. WARRANTY & LIMITATION OF SELLER'S LIABILITY: Chenprobe will provide a warranty application, prior to product installation, open request. Chenprobe stands behind the performance claims of Its products when used In accordance with their design intentions and application Instructions. Coverage rates are cri0cal for long life expectancy. Rates most be within the noted ranges on the Coverage Rate Table for a warranty to be valid. Chenprobe under all warranties, expressed or Implied, shall be limited to the refund of purchase pike or replacement of product, determined at Chemprobe's sole discretion. CHEMPROBE'S WRITTEN WARRANTY IS IN LIEU OF ANY WARRANTY, EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS. A copy of the Chenprobe Warranty, with a valid Warranty number must accompany any warranty claim. FOR INDUSTRIAL USE ONLY. CHEMPROBE COATING SYSTEMS. I P. PRNdRDWUSA A DIVISION OF TNEMEC CO., INC., 2805 INDUSTRIAL LANE. GARLAND, TA 74501 TEL: (972) 2715551 FAR: (972) 2115553 www.(nemee.com 626 FLASH POINT - SETA fart A: 95 °F (35°C) Part B: 135 °F (57 °C) SHELF LIFE 12 months at recommended storage temperature. HEALTH & SAFETY 'I his product contains chemical ingredients which are considered hazardous. Read container label warning and material safety data sheet for important health and safety information prior to the use of this product. Keep out of the reach of children. COVERAGE RATES MIXING POT LIFE THINNING SURFACE TEMPERATURE APPLICATION EQUIPMENT CLEANUP Conventional Build (Spray, Brush or Roller) High -Build (Spray Only) Note: Can be spray applied at 3.0 to 5.0 Trails (75 to 125 microns) DFT per coat when extra protection or the elimination of a coat is desired. Allow for overspray and surface irregularities. Wet film thickness is rounded to the nearest 05 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. Stir contents of the container marked Part A, making sure no pigment remains on the bottom. Add the contents of the can marked Part B to Part A while under agitation. Continue agitation until the two components are thoroughly mixed. When used with 44 -710 Urethane Accelerator, first hlend 44 -710 into Part A under agitation; continue as above. Do not use mixed material heyond pot life limits. Caution: Part B is moisture- sensitive and will react with atmospheric moisture. Unused material must be kept tightly closed at all times. It /_, hours at 75 °F (24 °C) unthinned 2 hours at 75 °F (24°C> thinned For air or airless spray, thin up to 15% or 11/ pints (570 inD per gallon with No. 42 Thinner if temperatures are below 80 °F (27C), use No. 48 Thinner for temperatures above 81 (270. For brush and roller, thin 15% or 11/ pints (570 nil-) per gallon with No. 39 Thinner. Where lower VOC is required for air or airless spray, brush or roller application, thin up to 15% or 114 pints (570 mL) per gallon with No. 56 Thinner. Note: Thinning is required for proper application. Caution: Do not add thinner if more than 30 minutes have elapsed after mixing. Minimum 35 °F (2 °C) Maximum 120 °F (49 °C) The Surface should he dry and at least 5 °F (3 °C) ahove the clew point. Cure time necessary to resist direct contact with moisture at surface temperature: At 75 °F (24°0: 2 hours. If coating is exposed to moisture before the applicable cure parameters are met, dull, flat or spotty appearing areas may develop. Actual cure time will vary with air movement, film thickness and humidity. Air Spray Gun Dry Mils (Microns) Wet Mils (Microns) Sq Fri (mZ /Gal) Dry Mills (Microns) Wet Mils (Microns) Sq Ft /Gal (Dri Gal) Suggested 2.5 (65) 35 (90) 456 (42.3) 4.0(100) 55 (140) 285 (265) Minimum 2.0 (50) 3.0 (75) 569 (52.9) 3.0 (75) 4.0000) 380 (35.3) Maximum 3.0 (75) 4.0(100) 380 (35.3) 5.0 ( 125) 7.0 (180) 228 (21.2) Note: Can be spray applied at 3.0 to 5.0 Trails (75 to 125 microns) DFT per coat when extra protection or the elimination of a coat is desired. Allow for overspray and surface irregularities. Wet film thickness is rounded to the nearest 05 mil or 5 microns. Application of coating below minimum or above maximum recommended dry film thicknesses may adversely affect coating performance. Stir contents of the container marked Part A, making sure no pigment remains on the bottom. Add the contents of the can marked Part B to Part A while under agitation. Continue agitation until the two components are thoroughly mixed. When used with 44 -710 Urethane Accelerator, first hlend 44 -710 into Part A under agitation; continue as above. Do not use mixed material heyond pot life limits. Caution: Part B is moisture- sensitive and will react with atmospheric moisture. Unused material must be kept tightly closed at all times. It /_, hours at 75 °F (24 °C) unthinned 2 hours at 75 °F (24°C> thinned For air or airless spray, thin up to 15% or 11/ pints (570 inD per gallon with No. 42 Thinner if temperatures are below 80 °F (27C), use No. 48 Thinner for temperatures above 81 (270. For brush and roller, thin 15% or 11/ pints (570 nil-) per gallon with No. 39 Thinner. Where lower VOC is required for air or airless spray, brush or roller application, thin up to 15% or 114 pints (570 mL) per gallon with No. 56 Thinner. Note: Thinning is required for proper application. Caution: Do not add thinner if more than 30 minutes have elapsed after mixing. Minimum 35 °F (2 °C) Maximum 120 °F (49 °C) The Surface should he dry and at least 5 °F (3 °C) ahove the clew point. Cure time necessary to resist direct contact with moisture at surface temperature: At 75 °F (24°0: 2 hours. If coating is exposed to moisture before the applicable cure parameters are met, dull, flat or spotty appearing areas may develop. Actual cure time will vary with air movement, film thickness and humidity. Air Spray Gun Fluid Air Cap I Air Hose I Mat'l Hose I Atomizing Pot I 100 mesh (150 microns) Tip ID ID Pressure Pressure DeVilbiss F. 704 or 1 5,16" or 3,8" 3/8° or 1 /2" 75 -90 psi 10 -20 psi JGA 765 (7.9 or 9.5 nun> (95 or 12.7 mm) 5.2 -6.2 bar) (0.7 L4 bar) Low temperatures or longer hoses require higher pot pressure. Airless Spray Tip Orifice Atomizing Pressure Mail Hose ID Manifold Filter 0.009 " - 0.013" (230 -330 microns) 3000 -3500 psi (207 -241 bar) 1,4" or 3/8" (6.4 or 95 nun) 100 mesh (150 microns) Use appropriate tip /atomizing pressure for equipment, applicator technique and weather conditions. Roller: Use L/4" (6.4 mm) synthetic nap cover. Do not use medium or long nap roller covers. Two coats are required to obtain dry film thickness above 3.0 mils (75 microns). Brush: Recommended for small areas only. Use high quality natural or synthetic bristle brushes. Two coats are required to obtain recommended film thickness above 3.0 mils (75 microns). Flush and clean all equipment immediately after use with the recommended thinner or MEK. M Values may vary with color. WARRANTY 8 LIMITATION OF SELLER'S LIABILITY: Tnemec Company, Inc. warrants only that its coatings represented herein meet the formulation standards of Tnemec Company, Inc. THE WARRANTY DESCRIBED IN THE ABOVE PARAGRAPH SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The buyer's sole and exclusive remedy against Tnemec Company, Inc. shall be for replacement of the product in the event a defective condition of the product should be found to exist and the exclusive remedy shall not have failed its essential purpose as long as Tnemec is willing to provide Comparable replacement product to the buyer. NO OTHER REMEDY (INCLUDING, BUT NOT LIMITED TO, INCIDENTAL OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS, LOST SALES, INJURY TO PERSON OR PROPERTY, ENVIRONMENTAL INJURIES OR ANY OTHER INCIDENTAL OR CONSEQUENTIAL LOSS) SHALL BE AVAILABLE TO THE BUYER. Technical and application information herein is provided for the purpose of establishing a general profile of the coating and proper tooting application procedures. Test performance results were obtained in a controlled environment and Tnemec Company makes no claim that these tests or any other tests, aauralely represent all environments. As application, environmental and design factors tan vary significantly, due tore should be exercised in the selection and use of the coating. FOR INDUSTRIAL USE ONLY. 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OR TO (DESIGNER) H - cv L1 �(=, -N �fL / � N Cz k N -t nJ W L. CT` i 1- t-�r� L c ry L T L- t CONTRACT FOR: (CONTRACT TIT 11HWNL%-L-0-kT r t 5&�E4-L u(1' ST"A l c THE fOLLOWING ITEMS ARE SUBMI TTED FOR REVIEW AND APPROVAL, PER SPECIFICATION SECTION NO ITEM (USE SEPARATE FORM FOR EACH SPEC. SECTION) AIE RECOMMEND CITY ACTION AR NO. (A) (B) (C) (D ' CT SPECIFICATIONS SPECIFICATIONS REQUIRE FACTORY INSPECTION YES NO NEW SUBMITTAL RESUBMITTAL SIGNATURE PART II — FOR DESIGNER USE FROM (DESIGNER) TO ' (_C Cx�1 �1 ENC -mil° �NL� ► n�El� C U f _ ` ITEM HAS BEEN REVIEWED. THE FOLLOWING RECOMMENDATION IS MADE AS NOTED ABOVE. (See -Column "C) COMMENTS: SIGNATURE DATE %RT III — FOR CITY USE FROM TO (CONTRACTOR) ENCLOSURES RETURN ��R DISAPPROVAL INDICATED ABOVE. (See Column `D ") ACT COWING ACT ION CODES ARE GIVEN TO ITEMS SUBMITTED: (A code letter will be inserted for each it em in Column D, Section 1, above) PPROVED AS SUBMITTE C. - APPROVED, EXCEPT AS NOTED ON DRAWINGS REFER TO ATTACHED SHEET. RESUBMISSION REQUIRED. PPROVED, EXCEPT AS NOTED D. - WILL BE RETURNED BY SEPARATE CORRESPONDENCE. ON DRAWINGS. RESUBMISSION NOT REOUIRED. • E. - DISAPPROVED. SEE ATTACHED SHEET. NOTE: Approval of item does not relieve the contractor from complying with all the requirements of the contract plans and specifications. SIGN TUR DATE M16196 N 'j 4- To: City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attn: Mr. Kipp Hefner Moonlight Beach Sewer Pump Station 3rd & B St. Encinitas, CA. 92024. Project # CEE04J Date of Submittal: 11/7/2005 From: Falcon General Engineering, Inc. 572 Collyn St. Vista, Ca. 92083 Falcon General Engineering, Inc Submittal No. Specification Section — SITE SAFETY PLAN Drawing Reference: Date Item Required by Schedule This is an X Original Submittal Resubmittal We have verified that this submittal contains all applicable material and information required for evaluation of its compliance with the project plans and specifications. Furthermore, we submit these items, which comply with the project plans and specifications (check one): x with no deviations except for the deviations described below (Attach additional sheets, if necessary) No. of Sheet or Copies Item No. Description (Name, Type, Model, Catalog Number, Manufacturer) 3 SITE SAFETY PLAN Comments I Submitted By: Received By I Signature Signature FALCON GENERAL ENGINEERING, INC. SITE HEALTH and SAFETY PLAN Moonlight Beach Sewer Pump Station Rehabilitation Contract No. CEE04 City Of Encinitas Encinitas, CA FALCON GENERAL ENGINEERING, INC. 572 Collyn St. Vista, CA 92083 Telephone: (760) 630 - 9570 Fax: (760) 630 - 3648 Date: November 7, 2005 FALCON GENERAL ENGINEERING, INC. Site Health and Safety Plan For Moonlight Beach Sewer Pump Station Rehabilitation City Of Encinitas County Of San Diego Table of Contents 1.0 Introduction ................................................................................................. ............................... 1 1.1 Purpose .............................................................................................. ............................... 1 1.2 Scope of Work .................................................................................. ............................... 1 1.3 Falcon General Engineering, Inc, Documents .................................. ............................... 2 1.4 Responsible Parties ........................................................................... ............................... 2 1.5 Drug Free Workplace Policy ............ ............................... 5 2.0 Hazard Characterization ............................................................................ ............................... 6 2.1 Environmental Hazards (No Hazards Anticipated) ....................... ............................... 6 2.2 Materials of Concern ........................................................................ ............................... 6 2.3 Physical Hazards ............................................................................... ............................... 13 3.0 Site Control Program .................................................................................. ............................... 24 3.1 Site Maps .......................................................................................... ............................... 24 3.2 Security and Safety ........................................................................... ............................... 24 3.3 Discovery of Contamination ............................................................. ............................... 24 3.4 Restricted Areas — General Construction ......................................... ............................... 25 Figure 1 Location Map Figure 2 Site Map 4.0 Monitoring Program ................................................................................... ............................... 25 4.1 Purpose ............................................................................................. .............................25 4.2 Chemical Hazard Sampling Strategy and Methodologies ............... ............................... 26 4.3 Physical Sampling and Methodology ............................................... ............................... 26 4.4 Monitoring by Falcon General Engineering, Inc ............................. ............................... 26 5.0 Worker Protection Program ...................................................................... ............................... 31 5.1 General ............................................................................................. .............................31 5.2 Personal Protective Clothing — General Operations ............. ............................... 5.3 Upgrading and Downgrading ........................................................... ............................... 32 5.4 Safety Equipment .............................................................................. ............................... 32 Table of Contents continued 6.0 Emergency Action Plan .............................................................................. ............................... 3 6.1 Purpose ............................................................................................. .............................33 6.2 Identification of Emergencies ........................................................... ............................... 33 6.3 Reference Documents ....................................................................... ............................... 34 6.4 Emergency Information .................................................................... ............................... 34 Figure 3. Map & Directions to Hospital 6.5 Accident Response Plan ................................................................... ............................... 35 6.6 Supervisory Control and Responsibilities ........................................ ............................... 37 6.7 Communications ................................................................................. .............................38 6.8 Emergency Evacuation Procedures .................................................. ............................... 39 6.9 Emergency Equipment ..................................................................... ............................... 40 6.10 Medical Care/First Aid Procedures .................................................. ............................... 40 6.11 Other Hazardous Situations ........................................ .............................42 7.0 Training Program ........................................................... .............................44 End Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 1 Falcon General Engineering, Inc. Site Health and Safety Plan for Moonlight Beach Sewer Pump Station Rehabilitation City Of Encinitas County Of San Diego. 1.0 INTRODUCTION 1.1. Purpose The purpose of this Site Specific Health and Safety Plan (SSHSP) is the prevention of occupationally related accidents, exposures, and illnesses for the personnel performing work activities specific to this plan. Accordingly, the policy set forth in the SHSP is to: Provide a safe working environment. Conduct operations within the guidelines of safety requirements. Comply with appropriate government regulations (i.e., Cal/OSHA, Federal, State, and local) as well as contractual and other related recommendations for employee health and safety. Maintain high standards of performance concerning environmental protection, industrial health, and fire safety. Ensure prospective project workers area aware of the hazards associated with the site activities and the related protective measures. 1.2. Scope of Work This SSHSP covers construction work to be performed by the Falcon General Engineering, Inc. during, excavating, trenching, and demolition of concrete, piping, hoisting, normal operations and equipment placement as part of the contract to City Of Encinitas, located at 3'd & `B" St., Encinitas, CA. in San Diego County. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 2 It addresses general construction health and safety concerns as well as the potential that the project may encounter underground excavating, piping material exposing construction workers to possible hazards associated with these topics. 1.2.1 Location of Work The project site (Moonlight Beach Sewer Pump Station) is located at 3'd & "B" St. City Of Encinitas County Of San Diego, California. Location and vicinity maps are shown in Section 3.0 (Site Control). 1.3. FALCON GENERAL ENGINEERING, INC. Documents Falcon General Engineering, Inc., maintains policy documents for employee health and safety, which are cited in this document. These policy documents include: 1) Falcon General Engineering, Inc., Employee Safety Handbook 2) Falcon General Engineering, Inc., Injury and Illness Prevention Program 3) Falcon General Engineering, Inc., Code of Safe Practices 1.4. Responsible Parties Various personnel are responsible and accountable to Falcon General Engineering, Inc. to adhere to standard safety policies. Specifically, those personnel and their responsibilities during construction activities at Moonlight Beach Sewer Pump Station, project Site are listed below. 1.4.1 Site Safety Officer The Site Safety Officer for this project must be experienced in construction operations and site safety supervision. The Falcon General Engineering, Inc., (SSO), (Cliff Graham), is responsible and accountable for the following: Advises Falcon General Engineering, Inc., on all aspects of on -site health and safety. Assures that all employees and subcontractors are knowledgeable of all FGE safety and health programs, including, but not limited to, the contents of the FGE Employee Safety Handbook, Code of Safe Practices, and the FGE injury and Illness Program. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 3 Conducts comprehensive safety/health and security orientation to all workers before work commences. Acts as a liaison with public officials for Falcon General Engineering, Inc. Pre -plans all work activities in order to identify and control any safety and health issues, which may pose a hazard to employees or others. Conducts regular inspections to identify hazards and assures that corrective actions are taken. Conducts inspections with City Of Encinitas representatives as required. Recommends stopping work if any operation or condition threatens worker public health or safety. Has authority to stop work immediately and ensure that corrective action is taken. Ensures that all subcontractors implement and abide by their company's Health and Safety Plan which is at least as stringent as this plan or its most recent revision, as well as the Falcon General Engineering, Inc., Employee Safety Handbook. Maintains open communications with City Of Encinitas Development Board on all safety, health and security issues. Assures that all visitors entering the project site are provided with appropriate safety equipment; Arranges for job safety or equipment use training required for workers. Conducts weekly, documented Toolbox Safety meetings with all personnel to discuss safety and health issues specific to the project. Monitors daily operations of site security. Controls entry and exit into any exclusion or controlled access zones. Identifies and documents any safety violations. Investigates accidents and incidents that result in personal injury or illness, or damage to equipment. Assures that a Competent Person is present on the job site. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 4 Assures that all equipment and motor vehicles are certified, inspected, repaired and in compliance with project and Cal/OSHA safety requirements. When appropriate, selects all protective clothing and equipment, monitors the use of such equipment, and ensures that all assigned equipment described in the HSP is available and used correctly. Is aware of surrounding areas, if necessary, emergency procedures, evacuation routes, and the telephone numbers of the ambulance, local hospital, fire department, and police department. Ensures that an emergency rescue team or other emergency assistance is available in the event of an emergency. 1.4.2 Supervisors✓Foremen/Project Manager The Project Superintendent (PS) will be (Shawn Hunter), Project Manager (PM) will be (David Pitts) who is also identified and trained as a Competent Person, and as a back -up emergency responder. At a minimum, supervisory personnel shall follow the Requirements of this plan or its most recent revision. These identified persons are responsible for supporting the SSO and notifying the SSO of the following: Unusual behavior in personnel: Unsafe work practices; Any emergency situation (fire, injury, heat stress, chemical exposure, etc.); Falcon General Engineering, Inc. Site health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 5 1.4.3 Site Personnel At a minimum, all personnel including sub - contractors' employees shall be familiar with and understand this Safety and Health Plan, or its most recent revision, and the Falcon General Engineering, Inc. employee safety documents. In addition, it is the responsibility of all site personnel to do the following: Work in a safe and healthful manner, so as not to compromise his/her own health and safety or the health and safety of others; In the event of an emergency, to notify the proper personnel immediately. Attend all safety meetings. Report all hazards or accidents immediately to their Supervisor and do so without concern of reprisal. 1.5 Drug Free Workplace Policy Falcon General Engineering, Inc. Investigates all worksite accidents thoroughly. Prompt and thorough investigation and reporting of accidents and incidents is required. The policy for reporting injuries, illnesses, damage and near miss accidents is outlined in the FGE Employee Safety Handbook. The following accident investigation documents will apply: 1) Supervisor's Report of Injury 2) Falcon General Engineering, Inc. Accident and Equipment Damage Reporting Policy 3) Falcon General Engineering, Inc. Accident Report for Equipment or Vehicle Damage Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 6 2.0 HAZARD CHARACTERIZATION 2.1 Environmental Hazards —No Chemical Hazards, Anticipated 2.2 Materials of Concern Falcon General Engineering, Inc., primary objective is to provide protection to workers during the construction activities at Moonlight Beach Sewer Pump Station, project site. Therefore, due to potential exposure to the work force, it is necessary that both the chemical and physical hazards be understood. All workers should be informed of the potential hazards in order to determine specific work practices as well as provide proper protective equipment if needed. The major potential chemical hazards found at the site include: A) Hydrogen Sulfide B) Carbon Monoxide C) Flammable/Explosive Atmosphere D) Oxygen Deficient Atmosphere 2.23. Heavy Metals — No Heavy Metals Exposure is not anticipated Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 7 2.2.3 Hydrogen Sulfide Hydrogen Sulfide (1-12S) is a colorless gas with a strong odor of rotten eggs. It is encountered naturally as a result of the anaerobic decay of organic waste. Sewage and swamp water, for example, typically contain dissolved hydrogen sulfide. Hydrogen sulfide may be liberated from pockets during excavation and during underground operations such as tunneling, and may be present on landfills. Some hydrogen sulfide is almost always present in our atmosphere. H2S can also exist as a liquid at low temperature and high pressure. Since 112S possesses such an offensive odor, most people are initially aware of its presence. The odor threshold of 112S is 0.13 ppm, the odor is faint but readily perceptible at 0.77 ppm, easily noticeable at 4.6 ppm, and strong, unpleasant, but not intolerable at 27 ppm. However, hydrogen sulfide also deadens the sense of smell; it is said to cause olfactory fatigue, which can occur within 2 -15 minutes at 100 ppm. Thus, individuals who remain in an atmosphere containing hydrogen sulfide become oblivious to its presence and may inhale dangerous amounts unknowingly. A human poison upon inhalation, the OSHA Permissible Exposure Limit (PEL) and the California Air Contaminant Standard PEL are 10 ppm; the Short Term Exposure Limit (STEL) is 15 ppm, and the Ceiling Limit is 50 ppm. Continued inhalation in an atmosphere containing hydrogen sulfide causes dizziness, headache and stomach upset. One deep breath of pure hydrogen sulfide is fatal; breathing a concentration of 600 ppm by volume is fatal within 30 minutes. In addition, it is a severe irritant to the eyes and mucous membranes. The vapor density of 112S us 1.2, therefore its gases mix easily with air because it density is close to that of air. It is a DOT flammable gas, with an LEL of 4.3% and a UEL of 46 %. Contact with strong oxidizers may cause fires and explosions. Toxic gases and vapors such as sulfur oxides may be released in a fire or when in contact with metals. Continuous monitoring for the presence of hydrogen sulfide by a direct reading device of all trenches and excavations will be performed during trenching or excavation operations and prior to any employee entering a trench or excavation or confined space and while they are in the trench or excavation or confined space. If the odor of hydrogen sulfide is detected or should any detected level of hydrogen sulfide be detected, the site shall be declared hazardous, the source identified and eliminated. Work shall remain stopped until the condition abates and/or adequate protective measures have been taken. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 8 2.2.4 Carbon Monoxide Carbon monoxide (CO) is a colorless, odorless, non - irritating gas which is found in emissions from exhaust fumes of internal combustion engines. Carbon monoxide forms when vehicular fuels burn, since the supply of oxygen during the combustion of gasoline is usually limited. It is also liberated during acetylene welding, and is found as a natural substance in may enclosed areas such as tunnels or mines. Carbon monoxide is a poisonous substance with no warning properties. Exposure to CO decreases the ability of the blood to carry oxygen to the tissues. Inhalation of CO may cause headache, nausea, dizziness, weakness, rapid breathing, unconsciousness, and death. High concentrations may be rapidly fatal without producing significant warning symptoms. The OSHA PEL is 50 ppm. However, the California Air Contaminant standard (GISO #5155) for CO is 25 ppm, as this is the measure more protective of employee health and safety, Cal/OSHA #5155 is the standard which should be followed. The vapor density of carbon monoxide is 0.97, almost equivalent to that of air, so it will mix readily and completely with air. Carbon monoxide has a Lower Explosive Limit (LEL) of 12.5 %, and an Upper Explosive Limit (UEL) of 74 %. This wide flammable range makes CO a flammable and explosive hazard. All trenches, excavations, or confined space shall monitored for the presence of carbon monoxide utilizing a direct - reading instrument prior to any one entering a trench, excavation, or confined space or while they are in the trench, excavation, or confined space. Should CO be detected in a concentration which approaches the PEL or indicates a rising trend, the site shall be declared hazardous and work stopped until the source is identified, CO concentration abates, or protective measures are taken. Supplied air respirator is required for levels at or above PEL. 2.2. S Combustible Gases and Vapors All gases have an explosive range with a Lower Explosive Limit (LEL) and an Upper Explosive Limit (UEL). When the fuel and air mixture is below the LEL, or above the UEL, ignition will not take place. A gas is combustible only between its LEL and UEL. The OSHA Permissible Exposure Limit (PEL) is equivalent to 20% of LEL (10% in Confined Spaces). For example, carbon monoxide, a possible material of concern at this project, is combustible only when mixed with air in concentrations between 12.5% and 74 %. Other explosive gases have different characteristics (see specific materials of concern in this Section). Some have a wider range between their lower and upper explosive limits, making them even more dangerous. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation � Page 9 Combustion is a greater danger in confined spaces than open spaces because ignition can occur more easily in trapped air. Therefore, combustion is of particular concern during the trenching aspect of this project. Natural substances pose an explosive risk, as do solvents, petroleum products, chemicals and paint. Sparks, metal friction, static electricity and dangerous lighting fixtures all can ignite gases or vapors that have built up. The LEL percentage in all trenches and confined spaces will be monitored before workers are allowed to enter, and on a regular basis during entry. Upon any reading of LEL, work shall be stopped and the source identified and corrective action (ventilation) taken. Work may not resume until the LEL percentage is below 10 %. 2.2.6 Oxygen Deficient Atmospheres Oxygen deficient atmospheres may be present during trenching or excavation operations. Reports indicate that may incidents occur when workers are not well trained or fully informed about the hazards of entering confined spaces, trenches, and tunnels. Accident statistics suggest that about 60% of deaths in confined spaces have resulted from oxygen deficiency and that no oxygen testing was done in those cases. It is essential that oxygen levels be tested with proper equipment prior to entry into and during work in confined spaces or excavations. Symptoms % Oxygen (Approximations) Normal Breathing Air 20.9% OSHA Permissible Exposure Limit EL 19.5% Symptoms of fast breathing, rapid heartbeat, drowsiness, and nausea 16% Unconsciousness 12% Death 6% Oxygen deficiency may result from fire explosion, corrosion or displacement by other gases. Oxygen is displaced by gases such as nitrogen, carbon dioxide, methane, and hydrogen sulfide. In area below grade level, heavier -than-air gases can easily collect. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 10 Oxygen is used up by combustion of flammable substances such as in welding and other hot work and by explosions or fires (oxygen levels may stay dangerously low long after the fire is out because the oxygen is replaced by products of combustion). All trenches, excavations, or confined space shall be monitored prior to entry and while occupied for oxygen level utilizing a direct - reading instrument. Oxygen monitoring shall be conducted during all operations which may result in reduction of oxygen level. Oxygen levels below 20.9% (ambient levels) should be evaluated. Work be stopped and the trench, excavation, or confined space be exited immediately and that source or cause be identified, corrective action (ventilation) taken or protective measures implemented. Supplied air or Self Contained Breathing Apparatus is required to work in oxygen deficient atmospheres below 19.5 %. 2.2.7 Summary of Permissible Exposure Limits Contaminant PEL Petroleum Hydrocarbons Gasoline Diesel 300 ppm 100 ppm Na thalene 10 ppm Benzene* 1 ppm Other Volatile or Semi - Volatile Organic Compounds — Chemical Specific See Title 8, CCR, GISO #5155 Lead* 0.05 m m Copper 1 mg/m' Chromium 0.5 m m Other Heavy Metal Compounds Chemical Specific See Title 8, CCR, GISO #5155 PCBs* 0.001 m m Hydrogen Sulfide 10 ppm Carbon Monoxide 50 ppm Flammable/Explosive Atmospheres 10% of LEL Oxygen Deficient Atmospheres 19.5% 02 Methane Gas 19.5% 02 * Proposition 65 chemical known to cause cancer of reproductive harm. 2.2 Physical Hazards Physical hazards are present on every work site. The Falcon General Engineering, Inc., is committed to a healthy and safe workplace, and make every effort to identify and mitigate potential hazard area. This is accomplished through Falcon General Engineering, Inc. Employee Safety Handbook, Injury and Illness Prevention Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 11 (IIPP), Hazard Communication Program, Code of Safe Work Practices, and through this document. All personnel on this project are required to follow safe work practices, as outlined in the Falcon General Engineering, Inc. Employee Safety Handbook, this Site Safety and Health Plan, and their most recent revisions. These documents require compliance with all applicable Federal, State, county, and city regulations (See Section 3.0 of this document). Falcon General Engineering, Inc., workers and supervisors will be guided by this document for Standard Operating Procedures in the following areas. 2.3.1 Safety Zones Appropriate safety zones will be established by the SSO in specific areas of the work site. The purpose of these zones is to minimize the number of individuals allowed in the active construction area, to provide protection against accidental falls into trenches, and to safeguard personnel from items dropped from overhead. A Hazard Zone will be designated as the area where excavation, trenching, pipe laying, and/or other related construction activities take place. It shall include all equipment actively in use, and any spoil piles. The exclusion zone shall be designated by barricades, delineators or hazard tape as designated by the Site Safety Officer (SSO) or Project Manager (PM). Within Hazard Zone, a Controlled Access Zone (CAZ) will be designated around trenches using caution tape or other methods as determined by the SSO or PM. The CAZ shall extend a minimum of six feet (6) in all directions from the trench lip. In areas where excavating equipment is present and the use of barricades is not feasible, the CAZ will be designated by signs reading "Warning — Open Trench" and "Entry Restricted to Authorized Personnel ". Entry to the CAZ will be restricted to authorized workers and safety representatives, as designated by the SSO and/or the PM. Within the CAZ, excavation, trenching, pipe laying and welding operations may take place without the use of personal fall arrest systems. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 12 When excavation and trenching activities are completed, the SSO or PM will authorize movement of the CAZ barriers to the next active construction area. Excavation and trenching activities shall not begin until the CAZ is inspected by the SSO or PM. This inspection shall be documented in the Daily Log. 2.3.2 Personal Protective Equipment The Falcon General Engineering, Inc., has outlined its Personal Protective Equipment policy in the Employee Safety Handbook. During normal operations at the project, Level D attire (no chemical protection) is authorized. Workers will be required to follow all guidelines in the Employee Safety Handbook, and properly use and maintain the following protective equipment: ANSI - approved hard hats are required to be worn within the construction area. Hard hats are not required in the site trailer, or when operating vehicles or equipment with enclosed or covered compartments. Acceptable hard hats will be provided by FGE. Any alteration of hard hats (punching holes, or cutting off the brim) is not allowed. Safety glasses are required at all times for workers exposed to flying particles, hazardous substances, projections, injurious light rays, or other eye/face hazards. Safety glasses must be ANSI approved, free of defects, and have side shields. Acceptable safety glasses and eyewear retainers will be provided by Falcon General Engineering, Inc. Regular sunglasses are not approved for eye protection. Face shields shall be worn in addition to safety glasses when the face is exposed to flying debris, such as when grinding. Welders shall wear ANSI - approved welding helmets with suitable filter lenses. Welder's eye protection shall be provided by Falcon General Engineering, Inc., and follow standards outlined in the Employee Safety Handbook. No respirator is required unless mandated by the SSO in the event of identified contamination. Falcon General Engineering, Inc., will provide dust masks for nuisance dust levels. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 13 Disposable ear plugs or their equivalent, or ear muffs attached to the hard hat shall be worn by all workers on the jobsite when noise levels exceed regulatory limits, as determined by the SSO. Falcon General Engineering, Inc. will provide acceptable ear plugs. If the SSO determines that noise levels may exceed Permissible Exposure Limits, the noise level will be evaluated using a Noise Meter and the appropriate action, which may include a Hearing Conservation Program, will be implemented. For hand protection, pipe layers will be provided with either palm, cotton back, or utility gloves. Where employees are operating equipment which may cause the hand protection to become entangled in the equipment, hand protection shall not be worn. Appropriate foot protection is required, as outlined in the Employee Safety Handbook. Steel - toe footwear must meet the requirements of ANSI standards. Tennis shoes are prohibited. Pants must be full length and not excessively loose. Personal protective clothing, as well as the criteria for upgrading or downgrading PPE level, are discussed in Section 6.0 of this document. Personal protective equipment required in a contaminated zone is discussed in Section 10 of this document. 2.3.3 Scaffolds and Work Platforms Scaffolds and work platforms will be required on this project. 2.3.4 Walking and Working Surfaces All work areas on the project shall have walking and working surfaces free of conditions that pose tripping and/or falling hazards. Examples of materials on this project which must be evaluated as tripping and/or falling hazards include: stockpile materials, piping, fittings, spoil piles, rocks, and trash containers, as well as the trench itself. The following Standard Operating Procedures shall apply. Any employee who observes a condition on a walking or working surface which poses a tripping and/or falling hazard should immediately notify their supervisor, the SSO, or the PM. A Controlled Access Zone will be designated in a 6 -foot area surrounding all trenches. Workers within the CAZ must be aware of fall hazards at all times and take every precaution. Proper housekeeping activities can prevent many trips and falls. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 14 Note: Protective railings, stair railings, toe boards, handrails, floor opening covers, skylight openings, wall openings, flooring, platforms, runways, and stairways, are part of the scope of work on this project. 2.3. S Housekeeping The project area shall be kept free of trash and debris at all times. The following Standard Operating Procedures shall apply. The SSO and/or PM shall inspect the worksite daily. Trash and debris shall be placed in proper receptacles and emptied into the dumpster provided for that purpose. Materials delivered to the worksite shall be stockpiled or stored in specified, controlled areas until used. The worksite shall have adequate lighting at all times. All nighttime operations shall be illuminated, utilizing a portable generator and lighting systems. Housekeeping standards shall be maintained during nighttime operations. The SSO and/or PM shall perform daily inspections of chemical storage area. Workers shall have completed Hazard Communication training, requiring them to demonstrate competency in identifying hazards, properly reading hazard labels, and properly interpreting Material Safety Data Sheet (MSDS). Copies of MSDS' shall be in the project trailer. Personal protective equipment requirements for use of chemical shall be clearly marked on the container, and their use enforced by the SSO. Daily worksite inspections shall note any fire hazards as a result of housekeeping practices. Problem areas identified during these inspections shall be noted in the Daily Log. Oily rags shall be disposed of in special containers provided by Falcon General Engineering, Inc. Oily rags shall not be left at the worksite. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 15 2.3.6 Fall Protection This project may require the excavation of up to five -foot deep trenches. The use of fall arrestors is not feasible during this project because of the restricted work area and use of heavy equipment. The Falcon General Engineering, Inc., policy for fall protection is outlined in the Employee Safety Handbook. Falcon General Engineering, Inc., has taken the following precautions to assure that employees shall not be injured in falls during this project. A Controlled Access Zone (CAZ) will be designated around the trench using delineators and/or barricades in conjunction with caution tape. The CAZ shall extend a minimum of six feet (6') in all directions from the trench lip. In areas where excavating equipment is present and the use of barricades is not feasible, the CAZ will be designated by signs reading "Warning — Open Trench" and "Entry Restricted to Authorized Personnel ". Entry to the CAZ will be restricted to authorized workers and safety representatives, as designated by the SSO, PM, and/or the foreman. Within the CAZ, excavation, trenching, pipe laying and welding operations may take place without the use of personal fall arrest systems. See section 2.3.1, Safety Zones, in this document. Toolbox Safety Meetings shall address the nature of fall hazards at the project site, as well as protective measures. Attendance logs and subject documentation shall be maintained as part of the Project file. A competent person shall be onsite during all trenching operations. This person will be responsible for determining if the fall protection measures identified in this section, or those outlined in the Employee Safety Handbook, are adequate to protect workers. Operations will be stopped immediately if the competent person identified a hazard. Work stoppages shall be noted in the Daily Log. Workers will be required to use ladders provided by Falcon General Engineering, Inc,.for ingress to and egress from the trench. Jumping into the trench is forbidden. Falcon General Engineering, Inc. Site health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 16 2.3.7 Ladders All ladders used at the jobsite shall be free of defects, correctly positioned, properly secured, and stored when not in use. The Falcon General Engineering, Inc., Ladder Safety Program is outlined in the Employee Safety Handbook. The following Standard Operating Procedures shall apply. All ladders shall be OSHA - approved, Type 1 — Industrial non - conductive fiberglass ladders with skid - resistant feet. Ladders in the trench shall be placed no more than 25' apart, as per Cal/OSHA regulations. Ladders shall extend a minimum of 36" above the top edge of the trench. When possible, ladders shall be set up so that the horizontal distance from the top support to the foot of the ladders is one quarter of the working length of the ladder. The ladder shall be held in place while in use. Toe plates shall be used to support the feet of the ladder when used on soft surfaces. Personnel may not ascend or descent the ladder while carrying tools or equipment. Tools and equipment shall be lowered into the trench using a rope, pulley, or other safe method. Only one person is allowed on the ladder at a time. The person ascending or descending the ladder shall face the ladder. Ladders may not be moved without notifying the SSO, PM or foreman. Ladders shall be maintained in good condition at all times, joints tight, hardware and fittings securely attached, and movable parts operating freely without binding or undue play. No alterations or modifications may be made to any ladder. Ladders will be maintained properly and inspected before each use. Maintenance activities may include lubricating metal bearings, replacing worn or frayed ropes, and/or cleaning rungs. Maintenance activities shall be noted in the Daily Log. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 17 2.3.9. Employee Ground Transportation All contractors and visitors to the project site are required to use acceptable transportation designed for passenger use. The following Standard Operating Procedures shall apply. The SSO or PM is responsible for assuring that all personnel follow the requirement of this section. Transportation of employees or visitors in a cargo bed is prohibited unless approved seats and seatbelts are provided. Passengers may not ride in the body of a dump truck. Passengers may not be transported on heavy equipment, such as excavators, compactors, loaders, and backhoes, unless they are designed for more than one occupant. Drivers shall follow the posted speed limit and project traffic rules. 2.3.10 Signs, Signals and Barricades The following Standard Operating Procedures shall apply. The SSO or PM shall be responsible for identifying conditions and operations that pose a hazard to workers, visitors, and/or the public. The SSO and foreman shall inspect the worksite daily to ensure that warning devices are properly positioned and are effectively warning or restricting all personnel. Any problems or changes shall be noted in the Daily Log. Personnel and visitors must obey all messages displayed on signs, barriers, and equipment tags. Only approved warning signs or locks shall be used to "tag out' ' equipment. All signs attached to project equipment are considered to be inviolable. Flammable and combustible storage area shall be identified as "No Smoking" areas. Warning signs indicating the nature of the hazard shall be posted. Vehicles used to transport flammable, combustible, or chemical materials from the Falcon General Engineering, Inc., yard to the project site, as well as the containers for these materials, shall be labeled, placarded and identified as required by the Department of Transportation regulations in 49 CFR 172.101. The Controlled Access Zone (CAZ) shall be identified by barricades, barriers, and/or caution tape. Only authorized personnel may be within the CAZ. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 18 Personnel working in the immediate vicinity of heavy equipment operations must stay clear of the equipment's swing area. Warning devices, which shall be employed on this project, include backup alarms, warning horns, and hand signals. The proper use and interpretation of these signals will be discussed and documented in a Toolbox Safety Meeting. Barricades may be required to identify tripping hazards, the location of toxic substances, or other hazardous situations as identified by the SSO, PM, or foreman. Barriers will be used to exclude unauthorized personnel from area where non - destructive test operations or lasers are in use. When the hazard is eliminated, the barricade shall be promptly removed. The SSO or PM shall be notified. 2.3.11 Cranes and Hoisting Equipment Materials on the project may be hoisted utilizing a crane or other hoisting equipment. Slings, chains and cables may be used to lift pipe into the trench during pipe laying operations. The Falcon General Engineering, Inc. Employee Safety Handbook discusses crane safety. In addition, the following Standard Operating Procedures shall apply. Only certified, trained, and designated personnel shall operate Cranes or hoisting equipment. The SSO and/or PM are responsible for checking and documenting qualifications. Cranes and hoists, exceeding 3 tons capacity, shall not be used without a current annual Certificate of Inspection. Before any structures, materials or equipment are lifted, the SSO or PM shall determine the weight to be lifted, as well as the appropriate size and type of rigging to be used in each situation. Crane operators, as well as operators of excavators or backhoes being used for lifting operations, shall make a visual inspection of their equipment prior to its first operation on any work shift. For cranes, a written inspection by a qualified person is required every 750 operating hours, or every 3 months, whichever comes first. Documentation shall be available at the site for review. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 19 2.3.12 Rigging Rigging such as slings, chains and/or cables will be utilized on this project to hoist tools, equipment, pipe, and/or materials. Identified hazards from use of this equipment include being crushed or struck by hoisted materials, and damage to equipment at the jobsite. The following Standard Operating Procedures shall apply. All rigging operations shall be supervised and inspected by the SSO and/or PM. Inspections shall be regularly scheduled (quarterly at a minimum) and documented in the Project Log. All rigging equipment shall be properly rated for the load capacity being lifted. This limit shall NEVER by exceeded. If the wind speed approaches 20 mph, the SSO or PM shall re- evaluate the hoisting capacity. All rigging equipment shall be maintained in proper working condition. Hardware, equipment, tackle and slings shall be inspected before use. Defective components shall be destroyed. 2.3.13 Moving Equipment and Trucks Equipment that shall be utilized on this project may include: excavator, backhoe, front -end loader, compactor, skip loader, dump truck, flatbed truck, and support vehicles (pickup and personal). Falcon General Engineering, Inc., with such equipment, and requires the following Standard Operating Procedures. All personnel in the immediate vicinity of moving equipment shall be authorized by the SSO or PM, his representative, or the supervisor. Unauthorized personnel are not allowed. To prevent injury to operators, all off-highway moving equipment and trucks utilized on this project shall be equipped with roll -over protective devices and seat belts, following the applicable Cal/OSHA regulations. Seat belts shall be installed on and used by the operators of equipment provided with roll -over protection. All equipment shall be maintained in safe working condition and shall be appropriate and adequate for the intended use. Only trained authorized persons shall operate equipment. The SSO or PM may require demonstration of competency before allowing equipment to be operated. Operators of equipment, machinery or vehicles must be qualified and properly licensed for the equipment involved. Documentation is required. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 20 Equipment maintenance shall be performed only by qualified mechanics. Mechanics shall present their qualifications to the SSO or PM before beginning work. Equipment operators and truck drivers shall make a pre -shift walk around safety inspection of their equipment and any conditions which may affect safe operations. Any deficiencies shall be reported to the SSO or PM, noted in the Daily Log, and corrected before further use. Equipment shall not be operated unless all required safety devices (such as horns, back -up alarms, shields, guards, etc.) are in place and functioning properly. Careless, reckless, or otherwise unsafe operation or use of equipment shall result in disciplinary action and may constitute grounds for dismissal. 2.3.14 Hot Work Hot work is any process, which because of its design or function can cause ignition of a gaseous or vaporous atmosphere due to direct or indirect contact. Arc welding, and oxy- acetylene cutting may be used on this project. Hazards of this work include thermal burns and eye injuries from light sources, sparks, or grinding. Fuel gases such as propane, oxygen and acetylene can be dangerous at pressures above 15 psi. In certain mixtures with oxygen, acetylene can spontaneously explode. Propane, which is heavier than air, can accumulate below grade level and be ignited by sparks and other sources of combustion. The following Standard Operating Procedures shall be utilized. All hot work shall be planned, approved and supervised by the SSO, PM, or his designated Competent Person. Hot work permit will be obtained from (S.S.O.) Site Safety Officer. All welding and cutting equipment shall be in accordance with standards and recommended practices of the American Welding Society, Safety in Welding and Cutting, ANSI 249.1, and the recommendations of the National Fire Protection Association (NFPA). Contact lenses are not permitted while welding or cutting. Only qualified, trained workers will be allowed to conduct welding operations. The SSO may require demonstration of competency prior to authorizing hot work. Hot work safety shall be addressed and documented at regularly scheduled Toolbox Safety Meetings. In the event of a fire, any worker may call "911 ". His supervisor, and/or the PM or SSO must be notified immediately. Refer to the Emergency Action Plan, Section 8 in this document. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 21 2.3.1 S Electrical Safety Electrical Safety practices and procedures at this project site will conform with the Falcon General Engineering, Inc., Health & Safety Plan. The following procedures are emphasized: All electrical equipment used on this project shall be in safe working condition. The SSO shall inspect all electrical equipment prior to its initial use and at least weekly thereafter. Ground Fault Circuit Interrupters shall be used for all equipment capable of being plugged into a 110 -volt receptacle. Whenever possible, workers shall not perform work on energized electrical systems or components. Circuits shall be de- energized, locked and tagged, and tested to de- energizing. Equipment grounding shall be metered for assured grounding. 2.3.15. Trenching and Excavations Trenching and excavation will take place during this project. Hazards include soil collapse, falls, and potential airborne contaminants. The following standard procedures are emphasized: Trenching or excavation deeper than 5 feet will be shored or appropriately sloped. Trenches and excavations will be barricaded and /or fenced when not actually being worked. Trenches and excavations shall be monitored for air contaminants prior to entry and while anyone is working within the trench or excavation. The SSO shall evaluate all trenches or excavations for safety prior to anyone being allowed to enter and shall inspect all trenches and/or excavations daily 2.3.16. Fire Prevention and Handling of Flammables All personnel are expected to take part in Fire Prevention and proper handling, storage, and use of flammables. The following procedures are emphasized: Good housekeeping practices are the key to preventing fires as well as other types of accidents. Work areas will be kept clear of trash and debris. All welding or cutting work areas will be cleared of potentially combustible materials and a fire extinguisher will be readily available during welding/cutting operations. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 22 All flammable materials will be properly stored and used. There will be No Smoking or other ignition sources within 50 feet of flammable storage or areas were flammables are being used. 2.3.17 Use of Hand and Power Tools Use of hand or power tools shall conform to the practices contained in the Falcon General Engineering, Inc. Corporate Health & Safety Plan. The following procedures are emphasized: Only double - insulated power tools are to be used on this project, or grounded All hand and power tools are to be maintained in good condition and inspected for defects prior to each use. 3.0 SITE CONTROL PROGRAM 3.1 Site Maps The following site maps are included in this section. These maps show some topographical features as well as the proposed work at the project site. Figure 1 - Location Map Figure 2 - Site Map 3.2 Security and Safety A Site Safety Officer (SSO), experienced in construction and environmental safety operations shall be assigned to this project. In summary, the person's duties include hazard recognition; accident prevention; new employee orientation (including subcontractors); and the maintenance and supervision of the on -site safety program. 3.3 Discovery of Contamination If water, air or soil contamination so as to present a health and safety hazard is encountered during earthwork, work will be stopped and the City Of Carlsbad, Contracting Officer will be notified. Work on that portion of the project shall not resume until the material is abated or adequate protective measures instituted. If the material presents no hazard, work will resume. If it is a hazardous material, the procedures outlined in Section 10 of this document will apply. All work not impacted by the discovery of contaminated air, soil, or water shall continue without interruption. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 23 3.4 Restricted Areas — General Construction Appropriate safety zones will be established by the SSO in specific area of the worksite. The purpose of these zones is to minimize the number of individuals allowed in the active construction area, to provide protection against accidental falls into the trench, and to safeguard personnel from items dropped from overhead. A Hazard Zone will be designated as the area where excavation, trenching, pipelaying, and/or other related construction activities take place. It shall include all equipment actively in use, and any spoil piles. The hazard zone shall be designated by barricades, delineators, caution tape, etc., as required by the SSO or PM. Within the Hazard Zone, a Controlled Access Zone (CAZ) will be designated around trenches using delineators, barricades, or caution tape. The CAZ shall extend a minimum of six feet (6') in all directions from the trench lip. In area where excavating equipment is present and the use of barricades is not feasible, the CAZ will be designated by signs reading "Warning — Open Trench" and `Entry Restricted to Authorized Personnel ". Entry to the CAZ will be restricted to authorized workers and safety representatives, as designated by the SSO, PM, and/or the foreman. Within the CAZ, excavation, trenching, pipe laying and welding operations may take place without the use of personal fall arrest systems. 4.0 MONITORING PROGRAM 4.1 Purpose The purpose of the monitoring program for this project is to identify, evaluate and control chemical and physical hazards. Specifically the program should be able to: 1) Identify the materials and physical hazards of concern. 2) Provide proper health and safety equipment as needed to protect against chemical exposures or physical hazards. 3) Provide information to operations for administrative changes or engineering controls, if possible. __ 4) Submit data to regulatory agencies for compliance purposes. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 24 The SSO is responsible for the monitoring of chemical and physical agents, which pose a threat to the health, and safety of the workers at the site. The SSO shall re- evaluate all operations as the project develops. As materials are used, and potential new hazards identified, a sampling program shall be developed for these substances to determine potential exposure and provide adequate protection to the workers as needed. All sampling plans and results shall be documented in a Daily Log or other appropriate format. 4.2 Chemical Hazard Sampling Strategy and Methodologies Sampling using direct reading equipment will be utilized when immediate information will be required, as well as for periodic testing to ensure that proper protection is being utilized. 4.2.1 Combustible Gas, Oxygen, Carbon Monoxide and Hydrogen Su fflide Meters Airborne levels of combustible gases, oxygen, carbon monoxide, and hydrogen sulfide will be monitored by use of a direct reading instrument with alarm capabilities. The presence of methane gas may be suspected when the oxygen meter shows a decrease in atmospheric oxygen content. Readings will be collected prior to entry into excavations or trenches, and any other location deemed necessary by the SSO. The atmosphere shall be tested in any trench or excavation prior to entering and on continuously (every 15 minutes) while occupied by workers. If any positive detection is made, or if weather or soil conditions change, this schedule will be reassessed. All sampling results shall be documented in the Daily Log or other appropriate format. A portable, battery- operated 4 -gas (lower explosive limit, oxygen percentage, carbon monoxide and hydrogen sulfide) monitor (GasTech 400 or equivalent) shall be utilized. If testing suggests that unsafe conditions exist, then the minimum precautions shall be taken as described below. Caution shall be exercised not to ignite combustible gases from engine sparks. All vehicles will be equipped with proper mufflers. If testing indicates that unsafe conditions exist such as low oxygen (less than 19.5 percent) or detectable levels of toxic gases such as hydrogen sulfide or carbon monoxide above the PEL are detected, then work shall be stopped, the site secured, workers removed to a safe area, and conditions made safe. The SSO will assess the situation and take action to make conditions safe and/or to implement appropriate protective measures prior to resuming work. If a source of hazardous materials is identified, the procedures in Section 10 of this manual shall apply. Measurements shall be made periodically for carbon monoxide, hydrogen sulfide and oxygen in any substantial open trenches even if it is not anticipated that workers will enter the trenches. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 25 No person shall enter a space or trench where toxic gases or asphyxiants may be present unless another person is stationed within eyesight for the purpose of watching and providing assistance, if necessary. The Lower Explosive Limit (LEL) and Oxygen Level shall be monitored continuously during welding and cutting operations. Must follow Confined Space Entry Procedures. Oxygen level must be monitored continuously during any welding or cutting in Confined Spaces The NIOSH/OSHA Criteria Summaries reflect minimum standards. Upon the detection of any adverse condition or changes from background, work shall stop, the source or cause be investigated, and the conditions made safe prior to resuming work. NIOSH/OSHA Criteria for Combustible Gas Meter 10 percent LEL — limit activities in area to those that do not generate sparks; wear non - sparking gear. (CAUTION: this may be a toxic atmosphere and respiratory protection may be needed.) In a Permit Required Confined Space, work shall be halted at this level. 10 to 20 percent of LEL — Continue onsite monitoring with extreme caution as higher levels are encountered (limit equipment use which could generate a spark or be a source of ignition). 20 percent LEL — cease work of all activities in area due to explosion hazard. NIOSH/OSHA Criteria for Oxygen Meter Oxygen levels lower than 19.5 percent require the use of supplied air respirators such as airlines or SCBA. If the oxygen level is more than 19.5 percent, continue work. If the oxygen reading is grater than 23.5 percent, discontinue work. An oxygen - enriched atmosphere will increase the fire potential on site. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 26 NIOSH/OSHA Criteria for Hydrogen Sulfide Meter Hydrogen sulfide levels lower than 8 ppm — continue work. Continue onsite monitoring with extreme caution. Hydrogen sulfide levels above 8 ppm — limit all activities in area due to toxic hazard. See the Section on Respiratory Protection. NIOSH/OSHA Criteria for Carbon Monoxide Meter Carbon monoxide levels lower than 20 ppm — continue work. Continue onsite monitoring with extreme caution. Use ventilation system, if available. Carbon monoxide level above 20 ppm — limit all activities in area due to toxic and asphyxiation hazards. Use ventilation. See the Section on Respiratory Protection. 4.3 Physical Hazard Sampling and Methodologies 4.3.1 Heat Stress Heat stress will be monitored at the site using the buddy system and frequent observation of workers by supervisors when temperature is below 85 degrees Fahrenheit. Excessive flushing of the face, excessive perspiration, faintness, or pale, clammy appearance are indicators of the onset of heat stress. Above 85 degrees, Wet and Dry Bulb temperatures will be taken and heat stress regime for monitoring requirements and work/rest schedules in the TLVs will be followed. 4.3.2 Noise All personnel at the site in proximity to noise levels above 85 dBA shall wear hearing protection. The SSO will have a variety of ear protection, which may be used. All outdoor construction activities shall be limited to the hours and days specified in the Contract Documents. Muffled construction equipment and trucks shall be utilized and properly installed and maintained during this project. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 27 4.13 Dust Control Soil surface will be wetted prior and during handling or disturbance. Dust levels will be considered excessive if observable dust rises more than three (3) feet above the ground surface or is propagated more that ten (10) feet laterally from the area of activity. Activity shall be suspended until the dust is wetted and settled. A Control Zone shall be set around any activity, which is disturbing the soil within those areas identified as having potentially contaminated subsurface soil. 5.0 WORKER PROTECTION PROGRAM 5.1 General The Worker Protection Program details the type of protection that will be provided to workers within all work areas. Job descriptions and locations within the sites will determine the specific type of protective clothing and equipment that may be utilized by personnel working in the area. Depending on the presence of hazards, workers entering the work area may be required by the SSO to wear approved equipment for protection against respiratory and/or dermal exposure. Falcon General Engineering, Inc. is responsible for providing all personal protective clothing and equipment, when required by the SSO, during work on this project. 5.2.2. Personal Protective Clothing —Trenching and Excavating Operations The following personnel protective clothing will be utilized during trenching and excavating operations Respirator: N/A Body: Body Harness Foot: Leather work boots. Steel -toed boots for jack hammering activities; Hand: Leather Gloves; (optional) Eye: Approved safety glasses; Ear: Approved EAR disposable earplugs or equivalent/ear muffs attached to hard hat. Head: Approved hard hat. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 28 5.4 Safety Equipment Falcon General Engineering, Inc., shall provide the following safety equipment on the project job site. Hard hats Ear plugs Safety glasses Gloves First aid kits Fire extinguishers Ladders Flash -back arrestors for oxy- acetylene torches Warning horns Signs and labels Dust masks 4 -gas monitor for air sampling Lockout -tag out kit Flammable liquid containers Water coolers Oily rag disposal containers Employees shall provide their own approved safety shoes, meeting criteria outlined in this document. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 29 6.0 EMERGENCY ACTION PLAN 6.1 Purpose The purpose of the Emergency Action Plan (EAP) is to provide for the establishment of emergency response procedures for all personnel on -site. These procedures will remain in effect for the duration of the project. The objectives of the emergency response procedures referred to this section are to protect the health and safety of personnel working at the site. The Emergency Action Plan is designed to address all reasonable precautions to avoid emergency situations and ensure a continuous work flow. 6.2 Identification of Emergencies Emergency response procedures will be initiated in the following situations: 1. Fire on site 2. Natural disaster (earthquake, severe storms, hurricane, tornado, etc.) 3. Air emissions which pose an immediate danger to life and health 4. On -site accident or equipment failure that poses immediate danger 5. Hazardous chemical or fuel spills 6. Flood 7. Unidentified underground utilities (water, gas, electric, etc.) 6.3 Reference Documents Guidelines provided by this document are to be followed in the event of an accident, illness, or emergency condition occurring on this project site. The following postings are required on site: 1. Emergency telephone numbers (see Section 8.4) located next to each telephone 2. Hospital map (see Figure 3) 3. Injury and Illness Prevention Programs (for Falcon General Engineering, Inc. and each subcontractor) 4. Site - Specific Health and Safety Plan (this document) Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 30 5. OSHA poster 6. Proposition 65 warning 6.4 Emergency Information An emergency phone list will be posted at all phone locations and will also be available from the SSO or PM. • means of summoning emergency medical assistance shall be immediately available at the worksite. • fixed (office) phone, a mobile phone, or a location (phone booth) is acceptable. In the event that the availability of a telephone is impractical or infeasible, emergency medical services may be contacted via two -way radio to any Falcon General Engineering, Inc., base station or other mobile location that has immediate access to a telephone. Once contacted, base stations or mobile stations shall immediately notify emergency medical assistance by using the telephone numbers listed below. 1) If the following individuals are not onsite during an emergency response, the shift supervisor must notify them as soon as possible. They are: Site Safety Officer: Cliff J. Graham Phone #: (760) 630 — 9570 ex. 208 Cell: (760) 535 - 2367 Project Superintendent: Shawn Hunter Phone #: (760) 630 — 9570 Cell: (760) 535 - 2732 Falcon General Engineering, Inc. Main Office: (760)630-9570 Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 31 2) The following hospital and clinic will be utilized for emergency response situations that could occur at the site during normal operations: Name of Hospital: Scripps Memorial Hospital Address: 354 Santa Fe Drive Encinitas, CA. 92024. Phone #: (760) 753 — 6501— General, Emergency — (760) 633 - 7686 A map and directions to this facility is included in this Section as Figure 3. ATTATCHED NEXT PAGE (Name of Industrial Medical Service) have been designated by the Falcon General Engineering, Inc., to provide medical care for personnel injured on the jobsite. Personnel may be treated at any ( Name of Industrial Medical Service) location, although the one indicated above is the closest to this project. It is the preference of the Falcon General Engineering, Inc., that injured personnel be treated at an (Name of Industrial Medical Service) location. However, this preference should not in any way delay the treatment of serious injuries at any other medical location. Other emergency phone numbers include: Fire: 911 Police: 911 Poison Control: 543 -6000 Emergency numbers will be posted near all telephones and at the job location. 6.5 Accident Response Plan If any accident occurs that requires emergency services response (ambulance, fire department, police, etc.), to the project site, the parties involved will: 1) Call 911. The caller should provide the following information: Name Location Directions 354 Santa Fe Drive Encinitas, CA 92024 (760) 753 -6501 From Interstate 5: Take Santa Fe exit and go west. Go approximately 1/5 of a mile and turn right into main campus. 24 -Hour Emergency Services Scripps Rehabilitation Center I FIGURE 3: MAP & DIRECTIONS TO HOSPITAL I Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 32 Phone number he/she is calling from (if asked) Nature of injury/accident Indicate if an escort can meet emergency services at a barrier or gate. Notify City Of Carlsbad authorities that an emergency has occurred and an emergency vehicle will be arriving at the construction site. 1. Send a company supervisor, in a vehicle if necessary, to the project barrier or gate to wait for the emergency vehicle. (Note: Driving at an excessive speed is prohibited). 2. The Site Safety Officer will be contacted. The following information will be given: Name of person calling representing Falcon General Engineering, Inc., or its subcontractors Exact location of the accident Nature of incident/injury Advise the SSO if emergency services have been contacted. If site evacuation is necessary, the SSO will implement the Emergency Action Plan. Whenever an emergency situation occurs, it is imperative that personnel stay calm and remember: Never move an injured employee unless he/she is exposed to further injury. Always support the head, neck, and spine. Never enter a confined space or excavation unless required safety measures have been taken. Employees with minor injuries required treatment above the first -aid level, but not considered serious, may be transported to Industrial medical Centers via Falcon General Engineering, Inc., vehicle. Note: All head injuries, no matter how slight, shall be sent out for medical evaluation and/or treatment. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 33 Accident investigation and review will be held within 48 hours. Accident investigations will follow the procedures outlined in the Falcon General Engineering, Inc. Health and Safety Plan. If an accident occurs after hours or on a weekend, use the emergency phone list above to contact the Site Safety Officer and Project Manager. 6.5.1 First Aid Kits The jobsite will be provided with a first -aid kit, which meets Cal/OSHA supply requirements. First aid kits shall be located as follows: 1) A large industrial first aid kit in the jobsite office. 2) All Project Managers and Project Engineers shall have a standard industrial first aid kit in their vehicle. 3) All foremen shall have a standard industrial first aid kit in their vehicles. 7.5.2 Third Party Injuries Accident reports involving any outside parties shall follow standard procedure. 7.6 Supervisory Control and Responsibilities The Site Safety Officer shall be the team leader in the event an evacuation of the project is necessary. If the SSO is not available, he will designate the Project Manager or another qualified individual to act as team leader. The Control Center for this project will be the Project Manager's trailer. If this location must be evacuated, the alternate control location shall be the Site Safety Officer's vehicle. In the event of an emergency, an alarm may be sounded by a supervisor from Falcon General Engineering, Inc., or any subcontractor to alert the workforce of the need to evacuate the project site. The emergency alarm will be selected by the SSO and demonstrated to all workers and subcontractors during regularly scheduled and documented Toolbox Safety Meetings. The SSO will locate these alarms throughout the project site to allow quick access in the event of an emergency. The supervisors will be informed where the alarms are located. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 34 The SSO will designate an assembly area and Evacuation Coordinators (if necessary) for each subcontractor and work team. The SSO is designated as the Evacuation Manager. Each evacuation coordinator is responsible for informing his employees of the location of their assigned emergency assembly area and evacuation. The SSO will maintain a list of outside emergency services such as ambulance, fire department, doctors, hospital, police, and others as may be deemed necessary to be called for assistance. The PM is responsible for all mobile equipment, and shall determine whether the equipment shall remain where it is at the time of the emergency, or be moved to a predetermined area. 6.6.1 Worker Responsibilities Every worker on the project has a responsibility during an emergency evacuation, even if it is simply proceeding promptly to their assembly area in an orderly manner and reporting to his/her supervisor. Each contractor will take a head count of his personnel in the assembly area, report to the SSO who is present and who is missing, and stand by for further instructions. 6.7 Communications 6.7.1 External Communications External communications shall be telephone lines located in the FGE project trailer, or cellular /mobile phones issued to company personnel. 6.7.2 Internal Communications Internal communications shall consist of 2 -way radios, cellular telephones, and a backup alarm system selected by the SSO. 6.7.3 Alarms A recognized signal via horn, whistle, siren, or public address system, which is audible to all, will be designated by the SSO and communicated to all personnel. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 35 67.4 Notices Emergency plan and procedure notices will be posted for the information of all project employees. An example of a notice is as follows: 6.8. Emergency Evacuation Procedure When the emergency signal consisting of three (3) repeated long blasts of the job whistle is sounded, all employees will immediately cease work, secure all equipment, and proceed directly to the designated assembly area and remain there until further instructions are assigned by the SSO. 6.83 Evacuation Requirements —All Personnel Upon receiving directions to evacuate, supervisors will stop work immediately and direct all employees and visitors to leave the work area via the best and closest evacuation route, and proceed promptly to the designated evacuation assembly area. It is the nature of a pipeline construction project to change site each day. Change construction travel routes will be discussed routinely at Toolbox Safety Meetings. Therefore, evacuation maps are not feasible, and the policy of evacuation by the best and closest route will be enforced. If the emergency is related to airborne gases or vapors, evacuation routes shall provide for personnel to be traveling in an upwind direction. If a fire or explosion occurs, routes shall lead away from the source, to reduce the immediate danger to nearby personnel. If a flash flood occurs, routes shall lead in a generally uphill direction. Procedures will be established by the SSO and communicated to workers for an orderly shut -down of work with the sounding of the emergency response signal. Equipment shall be secured, and burning, heating, gas system and other potentially hazardous devices will be turned off. 6.8.2 Re -entry In all situations, if an onsite emergency results in evacuation of the site or a portion of the site, personnel shall not re -enter until: The conditions resulting in the evacuation have been corrected. Site personnel have been briefed on the nature and extent of the emergency. The Health and Safety plan has been reviewed and updated if necessary. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 36 6.9 Emergency Equipment The following emergency equipment shall be maintained on site at locations selected by the SSO. First Aid kits Fire extinguishers Air monitoring equipment (4- function meter) Communication devices Flashlights 6.10 Medical CarelFirst Aid Procedures 6.10.1 Chemical Hazards There shall be at least one person trained in CPR/First Aid/ on site at all times. Medical attention is necessary immediately for any possible chemical hazard exposure. The following treatments provide for immediate aid on site. If the following symptoms appear due to possible inhalation of carbon monoxide or the presence of oxygen deficient atmosphere (possibly due to methane gas), these general guidelines should be followed: Symptoms: Dizziness, nausea, lack of coordination, headache, irregular rapid breathing, weakness, loss of consciousness, coma. Treatment: Move victim to fresh air, and call emergency medical care; if not breathing, give artificial respiration; if breathing is difficult, give oxygen. If the following symptoms appear due to possible inhalation of hydrogen sulfide, these guidelines should be followed: Symptoms: Headache, dizziness, upset stomach, loss of sense of smell, irritation to eyes, nose or throat, loss of consciousness. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 37 Treatment: Move exposed person to fresh air at once, breathing has stopped, perform artificial respiration. Keep affected person warm and at rest. Get medical attention as soon as possible. If the following symptoms appear due to possible inhalation of tear gas, these guidelines should be followed: Symptoms: Tingling or runny nose, burning and/or pain in the eyes, blurred vision, tears, burning in the chest, difficulty breathing, nausea. Treatment: Move exposed person to fresh air at once. If breathing has stopped, perform artificial respiration. Keep affected person warm and at rest. Get medical attention as soon as possible. If the following symptoms appear due to possible inhalation of petroleum hydrocarbons, or volatile or semi - volatile organics, these guidelines should be followed: Symptoms: Dizziness, euphoria, giddiness, headache, nausea, staggering gait, weakness, drowsiness, respiratory irritation, eye or skin irritation. Treatment: When there is the possibility of an eye exposure, flush them immediately with water for 15 minutes. If material gets on skin, wash immediately with soap and water. Get medical attention promptly. 630.2 Heat Stress Injuries In the case of heat stress, which can lead to heat stroke and eventual death, the following symptoms may appear. In such cases, treatment guidelines should be followed: Heat Stroke Symptoms: Flushed, hot dry skin, high body temperature (106 °F +), dizziness, nausea, headache, rapid pulse, and unconsciousness. Treatment: Call 911. Immediately cool body if temperature has reached 105 °F, by removing clothing and sponging body with alcohol or cool water, or placing in tub of cool (not cold) water until temperature is lowered sufficiently (102 °F) Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation v Page 38 Top cooling and observe for 10 minutes. Once temperature remains lowered, dry victim off. Use fans or air conditioning if available. Do not give coffee, tea or alcohol. Transfer immediately to hospital. Heat Exhaustion Symptoms: Pale, clammy skin, profuse sweating, weakness, headache, nausea. Treatment: Move victim to shade or cooler place. Immediately remove any impermeable protective clothing. Slowly have victim sip water or Gatorade. Victim should lie down with feet raised. Fan and cool with cold compresses. If vomiting occurs, transport victim to hospital. Heat Stress Symptoms: Muscular spasms/cramps, usually in abdomen or limbs. Treatment: Warm moist heat and pressure to reduce pain. Water or Gatorade replenishment. Note: Gatorade is not recommended because of its electrolytes; instead because it has been shown that individuals will consume more liquids when they perceive a more pleasant taste. 6.11. Other Hazardous Situations 611.1 Inclement Weather This project will be conducted during winter and spring months, indicating the possibility for significant rainfall or flash flood. Thunderstorms During a thunderstorm, employees should seek shelter indoors when possible. When outdoors, it is important to avoid contact with electrical appliances, conductive surfaces, and structures. If employees are outdoors, they shall remain lower than the nearest highly conductive object. Conductive objects such as trees, telephone poles, crane booms, and flagpoles shall be avoided. A safe distance from a conductive surface is twice the object's height. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 39 Rain Objects, which may carry electric current from a remote thunderstorm, should also be avoided. These objects include telephone lines, pipelines, and fences. An employee should not use electric tools outdoors if a thunderstorm is in the immediate area. Heavy rain may crate flooding conditions. National Weather Bureau advisories shall be monitored by the SSO for flash flood warnings. If a flash flood warning is issued, employees should avoid excavations, flood plains, drainage ditches, and dried creek beds. Evacuation, if required, should proceed in an orderly fashion, utilizing the best and closest uphill evacuation route. 6.11.2 Bomb Threats In the unlikely event of a bomb threat, the SSO shall follow the guidance of the authorities. 6.11.3. Power Outage If construction is taking place during evening and night hours, work will be stopped until a supplementary power source is online. 6.11.4. Fire In the event of a fire at the jobsite, "911" and the SSO or PM shall be called immediately. Fire extinguishers are located in designated areas throughout the jobsite. Personnel shall be trained on fire extinguisher locations. Any fire should be classified as out of control, or within response limits. A fire is Out of Control when responding to the fire would: Potentially endanger workers Potentially endanger others Potentially endanger the environment Fire extinguishers should be used by workers ONLY in the event the fire is classified as Within Response Limits. Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 40 6.11.5 Encountering Hazardous Substances If Falcon General Engineering, Inc., workers encounter hazardous substances, work in the area will cease immediately. Any substance which is toxic, corrosive, an irritant, a strong sensitizer, flammable, combustible, or radioactive is considered to be hazardous. If this substance has the potential to Cause personal injury or illness as a proximate result of any customary or foreseeable handling or use, the SSO shall notify the Contracting Officer immediately for guidance. All work not impacted by the discovery of hazardous materials shall continue without interruption. 7.0 Training Program (SEE ATTACHED COPIES) Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Page 41 PREPARED BY: Cliff I Graham, Safety Officer Falcon General Engineering, Inc.. 572 Collyn St. Vista, CA 92083 (760) 630 — 9570, ex 208 REVIEWED AND APPROVED BY Dale E Winterquist Falcon General Engineering, Inc. 572 Collyn St. Vista, CA 92083 (760) 630 — 9570,ex 202 �T Date: 11/7105 Date: 11/7/05 FIGURE 2: SITE MAP Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer t Directions 354 Santa Fe Drive Encinitas, CA 92024 (760) 753 -6501 From Interstate 5: Take Santa Fe exit and go west. Go approximately 1/5 of a mile and turn right into main campus. 24 -Hour Emergency Services Scripps Rehabilitation Center FIGURE 3: MAP & DIRECTIONS TO HOSPITAL Falcon General Engineering, Inc. Site Health and Safety Plan Moonlight Beach Sewer Pump Station Rehabilitation Flow Science Incorporated -- 723 E. Green St., Pasadena, CA 91101 (626) 304 -1134 • FAX (626) 304 -9427 Prepared By: David H. Axworthy, Ph.D., Project Engineer FSI 041072 -. January 6, 2005 MOONLIGHT BEACH PUMP STATION PRESSURE SURGE ANALYSIS CITY OF ENCINITAS Prepared for Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 P.E. FLOW SC /ENCE® Reviewed By: E. John List, Ph.D., P.E. President Charleston, SC • Harrisonburg, VA • Philadelphia, PA • Pasadena, CA www.flowscience.com =;ISOCWENME@ SUMMARY An analysis has been completed of the surge pressures created by the operation of the upgraded Moonlight Beach Pump Station (MBPS) and their effect on the existing 14 -inch diameter force main. The upgraded MBPS is being designed to pump up to 2,000 gpm from the wet well at the pump station to a gravity sewer. The force main highpoint is approximately 2,000 ft downstream of the pump station. The first 2,000 ft of force main is ductile iron pipe (DIP) and the remainder of the force main is PVC pipe. At some time in the future, the ductile iron pipe will be replaced with PVC pipe. The results of the analysis show that upon loss of power to the unprotected MBPS pumps, a low- pressure (i.e., pressure drop) wave is predicted to propagate out from the discharge side of the pump station and into the force main. The low- pressure wave drops the HGL elevation in the pipeline sufficiently far that a vapor pressure condition is created in the force main approximately 1,000 ft downstream of the MBPS. The duration of the low pressure is predicted to be short so it is unlikely that significant vapor cavities will form. However, when the force main is re- pressurized by a reflected waterhammer pressure wave or a flow reversal, any vapor cavities that have formed will collapse, and in the process, will likely produce extremely high local pressure spikes that could damage the force main. The low negative pressures could also damage the joint gaskets in the i existing DIP and future PVC piping. Furthermore, the cyclic nature of the pressure surges may cause premature fatigue failure of the force main, if the pumps cycle frequently. To eliminate the possibility of force main damage resulting from vapor cavity formation and low negative pressures surge protection is recommended as follows: Re- install the existing 60 ft3 (e.g., diameter = 4 ft and length = 5 ft) vertical pressurized surge tank at the upgraded MBPS. The surge tank should contain 40 percent air under steady state flow conditions and be connected to the discharge piping with the equivalent of a 6 -inch diameter pipe that produces losses of approximately three (3) velocity heads for flow both into and out of the tank. No Increase the total rotating inertia of each pump /motor unit. The inertia of each pump /motor unit should be increased to at least 500 lb -ft2. This may be accomplished by adding a flywheel (e.g., diameter = 2.5 ft and thickness = 3.3 inches) to each pump /motor unit. Install a minimum 4 -inch diameter sewage vacuum relief valve equipped with a controlled venting feature at the force main highpoint (i.e., STA 20 +00 in Figure 1 of this report) in place of the existing sewage combination valve at that location. mbps.doc January 6, 2005 ZFLOPMMENWER) A controlled venting feature will prevent rapid air discharge and the possibility of slamming the valve closed, which could create additional waterhammer pressure waves that may damage the valve float. A sewage vacuum relief/air inlet valve in combination with a small orifice sewage air release valve (e.g., APCO 5- 1500CS or equivalent) is an example of a sewage vacuum relief valve with a controlled venting feature. Alternatively, an A.R.I. D -020 (or equivalent) sewage combination air and vacuum valve equipped with a non -slam feature could be installed. A single - body sewage air valve (e.g., Vent -O -Mat RGX) is specifically not recommended because under low flow conditions the steady, state pressure in the force main will be lower than the minimum required seating pressure for this type of sewage air valve. The sewage vacuum relief valve should be duplicated to provide redundancy in case of valve failure or removal for service. A detailed and sustained valve maintenance program should be implemented to ensure that the valves are always in good working order. } The existing sewage combination valves at STA 33 +27 and STA 84 +94 (see Figure 1 in this report) should be regularly maintained to ensure that they are always in good working order. In addition to providing surge protection, these valves vent pockets of air that collect in the force main under gravity flow and thus prevent air binding following resumption of pressurized flow. !. The pressure transient response of the force main that results from a pump power failure will not be significantly affected by the level of air entrainment in the pumped fluid. L. There are no startup restrictions on the pumps at the MBPS. mbps.doc January 6, 2005 _.1 =PICZENTE! INTRODUCTION Kennedy /Jenks Consultants (KJC) are designing the upgrade of the Moonlight Beach Pump Station (MBPS) for the City of Encinitas, CA. Part of this design involves the analysis of the possible pressure surges that could be created in the existing 14 -inch force main as a result of a power failure and normal operations at the MBPS. The MBPS will be designed to pump up to 2,000 gpm of sewage from a wet well to a gravity sewer. Under some operating conditions gravity flow may occur downstream of the force main highpoint. This report addresses the possible pressure surges that may occur in the pressure sewer as a result of the operation of the MBPS following pump power failure and pump start-up. In addition, this report describes the methods of analysis, the results obtained, and the recommendations derived from the analysis. The report was prepared by Flow Science Incorporated of Pasadena, California acting under agreement with KJC of San Diego, California. s The report begins with a general discussion of typical surge and waterhammer problems that can occur within this type of a system. This is followed by the results of an analysis of the possible surge conditions in the proposed system, and the development of specific recommendations. I WATERHAMMER AND PRESSURE SURGES Waterhammer and pressure surges in piping systems are created when a change in the t pipeline flow rate occurs. The source of the change in flow rate may be normal operations, such as the starting or stopping of a pump, or the opening or closing of a valve. In addition, sudden and unplanned changes in flow can occur as a consequence of loss of power to pumps or a 1 pipeline break. When a pumping system is shut down as part of normal operations, or by power failure, the hydraulic grade line (HGL) downstream of the pump station falls very rapidly. The rapidity of the pressure drop is controlled primarily by the polar moment of inertia of the pump /motor system. If the inertia is high the HGL falls slowly, but for most small pumping units it drops to the suction water elevation, or below, in a second or so. For in -line pumps, the fall in downstream HGL is generally mitigated by a concomitant rise in the upstream HGL as the upstream flow is brought to rest. The rapid pressure drop (created by loss of power to the pump) L travels out along the downstream pipeline as a pressure drop wave (i.e., low pressure wave) moving at a speed of 1000 -4000 ft/sec, depending upon the pipe material and dimensions and the fluid being pumped. Since the steady flow HGL slopes down toward the pipeline discharge point, and in many t cases the pipeline profile rises toward the discharge point, at some location along the profile the dropping HGL may fall below the invert of the pipe, thereby creating a vacuum in the pipe. If the HGL falls one atmospheric pressure head below the pipe crown, the pressure in the pipeline L_ mbps.doc January 6, 2005 3 R =PCIMME6 will be less than the vapor pressure of the fluid and it will begin to boil at ambient temperature. Once boiling occurs a vapor cavity will form at the crown of the pipe and the pressure downsurge wave will continue propagating along the pipeline leaving behind a pipeline under -° vacuum and filled with boiling water. When the downsurge wave reaches the discharge point, or other constant pressure point, it is reflected as a re- pressurization wave. This wave travels back up the pipe, removing the vacuum and stopping the boiling. When there is an extensive vapor cavity it will tend to accumulate at some point in the pipeline (usually at a break in the slope or local highpoint) and collapse explosively. The net result is a localized region in the pipe that is subjected to an extremely high impulsive pressure —a waterhammer. As the re- pressurization wave finally returns to the pump station it may close the pump check valve suddenly and create an additional waterhammer. There are therefore two sources of waterhammer associated with power failure to pumps —one from vapor cavity formation, the other from the return flow reaching the pump check valve. Maximum pressures generated by the first mechanism (vapor cavity collapse) cannot be predicted for two reasons. First, it is almost impossible to predict where the vapor cavity collapse will occur and second, the speed of collapse cannot be accurately predicted. Waterhammer resulting from pump check valves closing can be predicted quite accurately provided vapor cavity formation does not occur in the pipeline. Control of waterhammer arising from pump operations can be accomplished by one of five basic methods. ? 1. Increase the rotating inertia of the pump /motor system. This may be accomplished by adding a flywheel to the pump /motor system. Flywheels require little maintenance, but are seldom practicable on long pipelines because of the size of flywheel required. In addition, it may be undesirable to increase the inertia when variable frequency drives (VFD's) are employed, as it will increase power consumption when the pump changes speed and could create resonance problems. Generally, this surge control option is –' generally not possible for fully submerged pump /motor combinations although one manufacturer does market small submersible pumps with built -in flywheels. 2. Install vacuum relief valves, each equipped with a controlled venting feature, on the pipeline. Depending on the slope of a pipeline and the initial slope of the hydraulic grade line, vacuum relief valves may be required as little as every 500 ft along the pipeline. These valves allow air to enter the pipeline whenever the internal pressure falls below atmospheric pressure. The vacuum relief valves close when the pipeline is re- pressurized and the air admitted to the pipeline is released in a controlled manner through small diameter orifices. If the valves are installed on the pipeline within vaults, a vent, with a capacity equivalent to the area of the vacuum relief valve's largest orifice needs to be incorporated into the design of the vault. An alternative to controlled venting is to use a "surge check" feature on the air /vacuum valve. In this case, provision should be made mbps.doc January 6, 2005 4 =IrSCIENCEo for draining any spilled water. In potable water systems, there is the potential for contamination to enter the pipeline when the vacuum relief valve is opened. 3. Install pressure relieVsurge relief valves on the system. These valves open to allow high pressures created in the system to bleed off, usually to the atmosphere or to the suction pipeline at a pump station, when a high - pressure set point on the valve is exceeded. They are most effective when installed at the source of the pressure rise. One type of surge relief valve, called a "surge anticipator valve," fully opens when the pressure in the pipeline drops i below a low - pressure set point on the valve, usually following loss of power to a pump. The surge anticipator valve usually closes in a fixed time period following passage of the return surge (i.e., high - pressure) wave. These valves do nothing to alleviate low- pressure problems and can create more severe low- pressure problems and vapor cavity formation if not properly designed and operated. z 4. Install a pressurized (i.e., closed) surge tank (i.e., air chamber, vessel, etc.) that will continue flow after the pump has stopped and until such time as the flow in the pipeline reverses. For high head systems, closed pressurized tanks containing a partial air fill are appropriate. Pressurized surge tanks are usually impracticable on low head systems or long, flat pipelines. Small- pressurized surge tanks may be equipped with a rubber bladder to eliminate the need for a compressor. Site constraints at existing facilities may L prevent the installation of large volume surge tanks. In raw sewage systems, pressurized surge tanks must be maintained frequently to ensure that they are always in good working order. Where freezing is a possibility, pressurized surge tanks should be installed L indoors. 5. Install an open surge tank (i.e., tower, standpipe, etc.). Open surge tanks are appropriate L for low head systems, and require little maintenance. As for pressurized surge tanks, open surge tanks will continue flow after the pump has stopped and until such time as the flow in the pipeline reverses. Another major source of waterhammer in pipelines is valve operations. If a controlled valve is opened too quickly, the pipeline pressure will drop suddenly. The sudden pressure drop propagates upstream from the valve site as a pressure downsurge wave that may cause the HGL to drop below the pipeline crown and form a vapor cavity, just as for pump failure pressure loss. On the other hand, closing an open valve too quickly can create a sudden pressure rise as the flow kinetic energy is converted to pressure energy, just as the flow reversal at a pump station can cause a waterhammer at the check valve. Control of waterhammer induced by valve operations is simple —the rate of valve motion is adjusted to an appropriate speed. Prevention of inadvertent rapid control valve motion is attained by using gear- operated valve mechanisms. In addition, pressure relief valves may be installed to release any untoward rise in pressure. I- inbps.doc January 6, 2005 =PrC1EMffE@ -' Combination air release and vacuum relief valves (CAV) and air /vacuum valves are also installed on pipelines to provide for air release and vacuum relief while filling and draining a pipeline. Such valves let air into the pipeline during vacuum relief so restarting of the pumps ` must be done very carefully to prevent rapid flow acceleration and a resulting line -fill slam when all of the air is vented. More specifically, the capacity of large diameter air release valves allows > high -speed air flow, which permits high water flow velocities in the pipeline if air is vented at high capacity. At the time all of the air is vented and the air release valve closes the corresponding water flow is rapidly halted and may create a waterhammer. For this reason, vacuum relief/air release valves should be equipped either with controlled venting or a surge check feature that allows slow closing of the valve when water begins to flow through the valve. Analysis of Waterhammer and Pressure Surges The pressures created by changing flow conditions in piping systems can be determined quite accurately by the application of Newton's Laws of Motion up to the condition where a vapor cavity forms in the pipeline. Flow Science has developed a set of computer programs that solve the waterhammer wave equations (Newton's Laws) for situations involving pump power failure and valve operations. These computer codes, which use the method -of- characteristics solution technique for the appropriate equations, allow computation of the pressure and flow at any point in a distribution network at prescribed times after power failure or valve operation. The codes have been developed over a period of 30 years and have been extensively tested and validated in the field. PHYSICAL FACILITIES l As shown schematically in Figure 1, the upgraded MBPS will pump sewage from a wet well to a gravity sewer via an existing 14 -inch diameter force main. The first 2,000 ft of force main is ductile iron pipe and the remainder is PVC pipe. Under future operation, the ductile iron pipe will be replaced with PVC pipe. Gravity flow could occur downstream of the force main highpoint under low flows. The approximate maximum and minimum levels in the MBPS wet well are shown in Figure 1. There are three (3) existing sewage air release and vacuum relief valves installed on the 1~ force main: one at the highpoint, one at STA 33 +27 and one at STA 84 +94 (see Figure 1). The force main piping has a minimum rated pressure of 165 psi. The maximum pressures are predicted to not exceed the rated pressure of the force main piping. The MBPS will comprise two duty pumps and one standby pump. The rated characteristics for the dry pit vertical pumps are shown in Table 1. The combined polar moment of inertia (WR2) of the pump /motor units were obtained from catalog information appropriate to the size of mbps.doc January 6, 2005 =FWD0;eC1=NffE@) the pumps. Each pump will have a variable frequency drive (VFD) and a 10 -inch diameter check valve will be installed on the discharge side of each pump. Table 1— Pump Characteristics The predicted maximum total steady state output of the MBPS (duty and standby pumps) is predicted to be 2,531 gpm at a total head of 117 ft. According to KJC, there is an existing pressurized surge tank installed at the MBPS that is currently not in operation, but could be re- installed for surge protection when the upgraded MBPS is brought on -line. The existing tank has a diameter of 4 ft, an approximate height of 5 ft, and a 6 -inch diameter nozzle. TRANSIENT ANALYSIS (PUMP POWER FAILURE) AND RECOMMENDATIONS The steady state flow conditions together with the system geometry, all of which are summarized above, form the basis for the pressure surge analysis of the MBPS and force main. Operation of both duty and standby pumps provided a baseline analysis for the system under worst -case low- pressure surge conditions. i The results of the analysis show that upon loss of power to the unprotected MBPS pumps, a low- pressure (i.e., pressure drop) wave is predicted to propagate out from the discharge side of the pump station and into the force main. As illustrated in Figure 2, the low- pressure wave causes the L HGL elevation in the pipeline to fall sufficiently far that a vapor pressure condition is created in the force main approximately 1,000 ft downstream of the MBPS. The duration of the low pressure is predicted to be short so it is unlikely that significant vapor cavities will form. However, when the L force main is re- pressurized by a reflected waterhammer pressure wave or a flow reversal, any vapor cavities that have formed will collapse, and in the process, will likely produce extremely high local pressure spikes that could damage the force main. It is extremely difficult to calculate the maximum pressure that will occur as a result of a vapor cavity collapse, such as predicted to occur here under the conditions examined. There are two mbps.doc January 6, 2005 MBPS Number of Dujy Pumps (standby) 2(l) Rated Flow, m 1,000 Rated Head ft 113 S eed m 1,180 Efficiency, % 70 Motor Horsepower 60 Total WRZ lb-ft' 48 Check Valve Cy, gpmNft 1,400 The predicted maximum total steady state output of the MBPS (duty and standby pumps) is predicted to be 2,531 gpm at a total head of 117 ft. According to KJC, there is an existing pressurized surge tank installed at the MBPS that is currently not in operation, but could be re- installed for surge protection when the upgraded MBPS is brought on -line. The existing tank has a diameter of 4 ft, an approximate height of 5 ft, and a 6 -inch diameter nozzle. TRANSIENT ANALYSIS (PUMP POWER FAILURE) AND RECOMMENDATIONS The steady state flow conditions together with the system geometry, all of which are summarized above, form the basis for the pressure surge analysis of the MBPS and force main. Operation of both duty and standby pumps provided a baseline analysis for the system under worst -case low- pressure surge conditions. i The results of the analysis show that upon loss of power to the unprotected MBPS pumps, a low- pressure (i.e., pressure drop) wave is predicted to propagate out from the discharge side of the pump station and into the force main. As illustrated in Figure 2, the low- pressure wave causes the L HGL elevation in the pipeline to fall sufficiently far that a vapor pressure condition is created in the force main approximately 1,000 ft downstream of the MBPS. The duration of the low pressure is predicted to be short so it is unlikely that significant vapor cavities will form. However, when the L force main is re- pressurized by a reflected waterhammer pressure wave or a flow reversal, any vapor cavities that have formed will collapse, and in the process, will likely produce extremely high local pressure spikes that could damage the force main. It is extremely difficult to calculate the maximum pressure that will occur as a result of a vapor cavity collapse, such as predicted to occur here under the conditions examined. There are two mbps.doc January 6, 2005 =FLWOV?C=ENffE@ - basic reasons for this opinion. The first is that the maximum pressure generated in a vapor cavity is very dependent upon the geometry of the vapor cavity, which cannot always be simulated since the precise location of the cavity collapse cannot be predicted. Second, the size of the cavity formed is very dependent upon the duration of the low pressure condition, the number of boiling nuclei in the water, the temperature of the water, the diameter of the force main, and the fraction of dissolved gas that exists in the water, most of which are known very imprecisely, if at all. The Flow Science computer model of transient flows therefore does not compute the maximum pressure that will occur as a result of a vapor cavity collapse. Although the pressure in the force main remains at vapor pressure for a very short duration, the pressure head is below —20 ft for approximately 3 seconds following pump power failure, which could damage the force main. For example, the low negative pressures could damage the joint gaskets in the existing DIP and future PVC piping. Figure 3 depicts the predicted pressure head history at STA 10+06 on the force main and at the force main highpoint (i.e., STA 20 +00). As this figure shows, the pressure is predicted to drop to vapor pressure after MBPS power failure. The predicted pressure traces at the MBPS and at STA 75 +15 on the force main are shown in Figure 4. The cyclic nature of the pressure surges, which are shown in Figure 3, may cause premature fatigue failure of the force main, if the pump cycles frequently. Elimination of the possible formation of vapor cavities and low negative pressures is believed to be essential to the safe operation of this system. Several surge protection alternatives L were analyzed and two are discussed below, starting with a pressurized surge tank at the MBPS in combination with a vacuum relief valve on the force main. 1.. Surge Tank and Sewage Vacuum Relief Valve Protection To eliminate the possibility of vapor cavity formation and low negative pressures L following pump power failure, it is recommended that the existing 60 ft (e.g., diameter = 4 ft and length = 5 ft) vertical pressurized surge tank be re- installed at the upgraded MBPS. The surge tank should contain 40 percent air under steady state flow conditions and be connected to �- the discharge piping with the equivalent of a 6 -inch diameter pipe that produces losses of approximately three (3) velocity heads for flow both into and out of the tank. In addition, a minimum 4 -inch diameter sewage vacuum relief valve equipped with a controlled venting feature should be installed at the force main highpoint (i.e., STA 20 +00) in L place of the existing sewage combination valve (see Figure 1). A controlled venting feature will prevent rapid air discharge and the possibility of slamming the valve closed on pump start, which could create additional waterhammer pressure waves that may damage the valve float. A sewage vacuum relief/air inlet valve in combination with a small orifice sewage air release valve (e.g., APCO 5- 1500CS or equivalent) is an example of a sewage vacuum mbps.doc January 6, 2005 8 =FLOr1=1EZCWE@ relief valve with a controlled venting feature. Alternatively, an A.R.I. D -020 (or equivalent) sewage combination air and vacuum valve equipped with a non -slam feature could be installed. A single - body sewage air valve (e.g., Vent -O -Mat RGX) is specifically not recommended because under low flow conditions the steady state pressure in the force main will be lower than the minimum required seating pressure for this type of sewage air valve. The sewage vacuum relief valve should be duplicated to provide redundancy in case of valve failure or removal for service. A detailed and sustained valve maintenance program should be implemented to ensure that the valves are always in good working order. The existing sewage combination valves at STA 33 +27 and STA 84 +94 (see Figure 1) should be regularly maintained to ensure that they are always in good working order. In addition to providing surge protection, these valves vent pockets of air that collect in the force main under gravity flow and thus prevent air binding following resumption of pressurized flow. t Figure 5 shows the predicted HGL elevations following pump power failure with the surge tank and sewage vacuum relief valve installed. This figure shows that the minimum HGL elevation is predicted to drop no more than 14 ft below the crown elevation of the force main. Additional surge protection is not required to eliminate these negative pressures because they occur for a very short duration and are not low enough for a vapor cavity to form. However, it is recommended that _I the pipeline design engineer verify the ability of the force main to withstand vacuum pressures of this magnitude. The maximum HGL elevation is predicted to not exceed the rated HGL elevation of the force main. Figure 6 illustrates the predicted pressure head records at the STA 10 +06 and 1 STA 20 +00 on the force main. Figure 7 shows the pressure head traces at the MBPS and STA 75 +15 on the force main and shows that the amplitude of the pressure peaks at the MBPS is progressively attenuated with each pressure wave cycle. Flywheel and Sewage Vacuum Relief Valve Protection The total rotating inertia of each pump /motor unit could be increased as an alternative to re- installing the existing surge tank at the upgraded MBPS. More specifically, the total polar moment of inertia of each pump /motor unit could be increased to at least 500 lb -ft2. This may be accomplished by adding a flywheel (e.g., diameter = 2.5 ft and thickness = 3.3 inches) to each pump /motor unit. The sewage vacuum relief valve recommended above for installation at the force main highpoint should also be installed in combination with flywheels at the pump station. It is noted that when a flywheel is used together with a variable frequency drive, as could be L the case here, the added rotational inertia of the flywheel will increase the power required during pump acceleration, which could result in lower efficiency and a slight increase in operating cost. In addition, if the natural frequency of torsional oscillation of the pump is altered sufficiently by addition of a flywheel such that it falls within the operating speed range of the VFD drive, resonance problems may arise. mbps.doc January 6, 2005 9 =P1CWEN=Eg) ' The predicted maximum and minimum HGL elevations in the force main after a loss of power to the MBPS with flywheel protection are depicted in Figure 8. This figure shows that the minimum HGL elevation is predicted to drop no more than 17 ft below the crown elevation of the 1 force main. If flywheels are installed at the MBPS, it is recommended that the pipeline design engineer verify the ability of the force main to withstand vacuum pressures of this magnitude. The maximum HGL elevation is predicted to not exceed the rated HGL elevation of the force main. Figure 9 illustrates the predicted pressure head records at the STA 10 +06 and STA 20 +00 on the force main. Figure 10 shows the pressure head traces at the MBPS and STA 75 +15 on the force main. Air Entrainment The above pressure surge analysis was conducted assuming that the fluid was not air entrained. This condition was represented in the analysis by setting the acoustic wavespeed of the force main to approximately 3,816 ft/sec for ductile iron pipe and between 1,090 ft/sec and 1,292 ft/sec for PVC. The presence of small quantities of air can greatly reduce the wavespeed of the gas- liquid mixture because air is much more compressible than liquids at normal temperatures. 1 Research shows that as little as one (1) percent by volume air entrainment of a fluid can reduce the acoustic wavespeed of a pressure wave by up to 75 percent of its non -air entrained value [for reference see Wylie, E.B., and Streeter, V.L. (1993), Fluid Transients in Systems, p. 10, and Chaudhry, M.H. (1979), Applied Hydraulic Transients, p. 2791. The ductile iron pipe wavespeed can be reduced from approximately 3,816 ft/sec to as little as 954 ft/sec by the presence of entrained air. Similar percentage reductions were also made to the PVC wavespeed. For completeness, the L above surge analysis with the recommended surge protection installed was repeated for the reduced wavespeeds to study the sensitivity of the system response to air entrainment. 1 In general, the results of the wavespeed sensitivity analysis show that the level of air entrainment in the fluid will not significantly affect the pressure transient response of the force main to a power failure at the MBPS with surge protection installed. For brevity, the results of these analyses are not shown in this report. L Future Force Main Replacement Future replacement of the ductile iron pipe with PVC pipe between the MBPS and highpoint on the force main profile is being considered by the City of Encinitas. The transient response of the force main is generally less severe following pump station power failure when the ductile iron piping is replaced with PVC piping. However, PVC piping is much less accommodating of vapor cavity formation and negative pressures. Therefore, the above recommended surge protection measures will also provide sufficient surge protection for the force main following ductile iron pipe replacement. For brevity, the results of these analyses are not shown in this report. mbps.doc January 6, 2005 10 =POMME6 PUMP STARTUP RECOMMENDATIONS Downstream of the highpoint the force main may be drained prior to starting the MBPS following resumption of electrical power. The analysis shows that because the force main downstream of the highpoint has a relatively high gravity flow capacity the rate at which any air cavities are expelled from the system will be relatively slow. The maximum pumping capacity exceeds the gravity capacity by approximately 725 gpm, which implies that the maximum rate at which air can be expelled from the pipeline is at about 1.6 cfs, or equivalent to a flow velocity change in a 14 -inch diameter pipeline of about 1.5 ft/sec. The maximum pressure surge that could be generated in this case by the rapid closure of a sewage combination valve on the PVC 1 force main will be about 60 ft of pressure head (26 psi), which is well within the pressure rating for this minimum 165 psi rated force main. For this reason, a controlled venting sewage vacuum relief valve is desirable, but not absolutely essential. 1 Startup of the pump station was analyzed assuming that the pumps at the MBPS were ramped up to speed instantaneously. If a surge tank or flywheels are installed at the pump station, the maximum HGL elevation at the MBPS after instantaneous startup of the pumps is predicted to not exceed 139 ft, which does not exceed the rated HGL elevation for the force main. Therefore, there are no startup restrictions on the pumps at the MBPS. .L CONCLUSIONS Based on the results of the above analysis, surge protection is recommended to protect the 14 -inch diameter force main from adverse pressure transients resulting from the operation of L the Moonlight Beach Pump Station (MBPS). To eliminate the possibility of vapor cavity formation in the force main surge protection L is recommended as follows: Re- install the existing 60 ft3 (e.g., diameter = 4 ft and length = 5 ft) vertical pressurized surge tank at the upgraded MBPS. The surge tank should contain 40 percent air under steady state flow conditions and be connected to the discharge piping with the equivalent of a 6 -inch diameter pipe that produces losses of approximately three (3) velocity heads for flow both into and out of the tank. 1.. OR Increase the total rotating inertia of each pump /motor unit. The inertia of each pump /motor unit should be increased to at least 5001b -ft2. This may be accomplished by adding a flywheel (e.g., diameter = 2.5 ft and thickness = 3.3 inches) to each pump /motor unit. mbps.doc January 6, 2005 U =PIC=ENME!@ Install a minimum 4 -inch diameter sewage vacuum relief valve equipped with a controlled venting feature at the force main highpoint (i.e., STA 20 +00 in Figure 1 of this report) in place of the existing sewage combination valve at that location. The sewage vacuum relief valve should be duplicated to provide redundancy in case of valve A failure or removal for service. A detailed and sustained valve maintenance program should be implemented to ensure that the valves are always in good working order. t The existing sewage combination valves at STA 33 +27 and STA 84 +94 (see Figure 1 in this report) should be regularly maintained to ensure that they are always in good working order. 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LIC. #540704 SUBMITTAL NO. 051-01 For SECTIONS: 11330 IN -LINE SEWAGE GRINDERS MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By �itisy' Date: 9/29/2005 Shop Drawing Review Letter Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www.KennedvJenks.com To: Falcon General Engineering, Inc. DATE: 11 October 2005 572 Collyn Street SERIAL NO.: N/A Vista, CA 92083 SPEC. REF.: 11330 PROJECT: Moonlight Beach Pump. Station Rehabilitation K/J JOB No.: 0487115.00 ATTENTION: David Pitts SUBMITTAL NO.: 051 -01 PAGE: 1 of 1 A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit Wi Refer to Item Action Comment Manufacturer or Supplier Title of Submittal/ Drawing 1 RR 1 -5 Moyno In -Line Sewage Grinders (Annihilator) Comment(s): 1. Cutter configuration shall consist of one shaft having 5 tooth double -edged cutters and one shaft having 11 tooth cam cutters per spec; submittal states two 7 tooth reversible cutters. 2. Shaft seals face materials shall be of tungsten carbide and not require an external flush per spec; submittal has silicon carbide faces. 3. The clearance height between the centerline of the in -line grinder and the overhead piping is approximately 78 "; the height of the Moyno grinder from centerline to top of motor is 89 ". This could lead to problems with conducting maintenance on the units because of lack of space surrounding the grinder (see Section 2 -1 (Installation) of the Moyno Service Manual) and is not acceptable. 4. Efficiency on A -C motor performance data does not meet the requirement in Section 11002. 5. Service factor shall be 1.15 (Section 11002 — 2.03 B 2b). B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SBRL ENCL. Owner Kipp Hefner (Encinitas) x x File K/J SDO x x By _ att A. _ -- pAencinitas, city\submittalslsubmittal review letter for 051- 01.doc [F -2 Rev. Jan'041 r N r •.h OMOYNO Always the Right Solution TV SUBMITTAL DATA PROGRESSING CAVITY PUMPS PROJECT: CUSTOMER: PURCHASE ORDER NUMBER: EQUIPMENT MANUFACTURER: MANUFACTURER SALES ORDER NO.: LOCAL SALES REPRESENTATIVE: ►vbyno, Ina 1895 W. Jefferson St. (45506) P.O. Box 960 Springfield OH 45501 Phase: 937 327 3111 Fax 937 327 3064 Encinitas, CA (Moonlight Beach Pump Station) Falcon General Engineering 572 Collyn St. Vista, CA 92083 0501 -205 Moyno Inc. 1895 West Jefferson St. Springfield, OH 45506 1- 800 - 325 -1331 (Customer Service) AS4932105 Flo- Systems, Inc. 3010 Floyd St. Burbank, CA 91504 PH: 818- 562 -5282 FAX: 818- 842 -3217 CONTACT: Cindy Turner September 26, 2005 Submittal TABLE OF CONTENTS Notes, Comments, and Clarifications Moyno, Inc. Equipment List Moyno, Inc. Nomenclature Moyno, Inc. Series 2 Service Manual Moyno, Inc. Outline Dimensional Drawing S493210500 Reliance AC Motor Transmittal and Certifications Sheets Reliance AC Motor Performance Sheets Reliance AC Motor Dimension Sheet Reliance AC Motor Connection Diagram Reliance AC Motor Thermostat Wiring Diagram Sumitomo Gear Speed Reducer Submittal Package UPI Control Panel Information Consisting of: Cover Page Table of Contents Symbols and Abbreviations Power and Control Wiring Enclosure /Backplate Layout Always the Right Solution'" NOTES, COMMENTS, CLARIFICATIONS Contractor: Falcon General Engineering Project: Moonlight beach Sewer Pump Station Specification: 11330 Factory Sales Orders: AS4933105 1) Moyno, Inc is not supplying the following items, therefore there is no data in this submittal for: a) Anchor bolts, jack screws, shims b) Pressure gauges, pressure switches, pressure sensor or isolators c) Instrumentation d) Valves e) Tools (no special tools are required to maintain or operate the pump assemblies) f) Vibration or noise tests g) Video taping or video equipment h) Instrumentation field loop tests i) Testing and cleaning pipe j) Calibration tests k) Bearing temperature tests 1) Weather tight shipping or storage containers m) Warning signs 2) The Moyno grinder has cutters with 7 teeth cutter and 7 teeth cam cutter designs. The specified five tooth and eleven tooth design are not recommended for this size grinder due to inconsistent particle size on the discharge side of the grinder. The seven teeth cutter design is more consistent and efficient. Moyno will accept unit responsibility for only those items supplied by Moyno for this project. Regards, U a4 Mike Galayda 9/2/05 (DMOYNO Customer: Falcon General Engineering Project Name: Encinitas, CA (Moonlight Beach Pump Station) Sales Order Number: AS4932105 Always the Right Solution- Quantity: 3 Page 1 of 2 Equipment List Pump ID: Grinders GR-1, GR -2, and GR -3 1. Moyno Annihilator Model: M12F2 CE7R7R Max. Capacity: 2500 GPM Normal Operating Capacity: 1530 GPM Main Housing: Ductile Iron Inlet: 12" 150 lb. ANSI Flange Outlet: 12" 150 lb. ANSI Flange Pressure Drop: 1.2 PSI Cutting Chamber Height: 24" Cutting Chamber Width: 14.62" Cutters and Spacers: Design: 7 -Tooth Reversible, 7 -Tooth Reversible Material: AISI 4130 steel, R(C )45 -50 Shafts: Quantity: 2 Material: AISI 4140 Size: 2" Hex Bearings: Type: Ball, Conrad type Lubrication: Grease Shaft Seals: Type: Single Mechanical Materials: Silicon carbide faces, SS cartridge Reliance Submersible AC Motor HP: 10 Frame: 250TY Phase /Hertz: 3/60 Voltage: 460 Service Factor: 1.0 RPM: 1750 Enclosure: TNV and TEXP Thermal Protection: 2 N/C Thermostats Other: Vertical Mounting, Explosion Proof, Division 1, Class 1, Groups C & D, Temperature Code T3C, Suitable for Running Continuously in Air (Non- Submerged) Cable Length 50 Ft. 3. Sumitomo Reducer Model: CVVJ- 6170Y -43 Ratio: 43:1 Output: 40 RPM SMOYNO Always the Right Solution'" Customer: Falcon General Engineering Project Name: Encinitas, CA (Moonlight Beach Pump Station) Sales Order Number: AS4932105 Quantity: 3 Page 2 of 2 Equipment List Pump ID: Grinders GR -1, GR -2, and GR -3 4. Control Panel Brand: HP: Enclosure: Input Power Required: Features: Fault Indication: UPI 10 Nema 4X, FRP 3 -60 -460 Through -Door Disconnect Circuit Breaker IEC Overload Protection High Temperature in Motor Stator Moisture in Motor Seal d C •�f •` O N = r M O O 0"5 EAMM C O .. v 0w d m t0 vna0 Q .✓r .0 t L 0 Z F L •I.r Q 0 %1 0.' 0!0_UU �. U.)rr-r r w Wxcox V L) cj) X I I I I M N M X U U UUUUUULLLLLLLLLLLLLL co N 0000 O NM "T COO ai CL E m N cc m L co X N 2 N O N c .00+ xN 0 O N O d = L 2 0 M U ~ 7 N N O N .D X N cr, Q C M L L L L U N N LL io O c 0 N O 'O ? `LL'�UUtYWUU d N ) N N c6 ) O O O O`.0 U O L f0 f6 �'OO NLL —LL O ��L.• O w O w� O � L >> U '� fn U L 2 E V 0 0 0 0 0 0 0 0 C c C c N 00`7 NOO ON00000N y c O V 7 y m 0 U N L O O 0 f� 0 F� 01-- H�HHF- 0 0 0 F7 � QQ CO rrNM"T(.0V (D00r rCVrOWOO W W=(n( or--l- u t- : t:: C D Lo _ C c c D N U O L c CI v to U m C to h L I °' 2 N d O) N N N N 0` '0 E _ 7 O O O O V N m N m c O a a T a T ~ N m c c r > U U Q C U U N - 1A CO d d � C U C G C M6[ wftl o� a 'E 10 c T F H m A ppO C O a O SERVICE MANUAL MOYNOO Annihilator TM Series 2 AS4932105 M12F2 CE7R7R Always the Right Solution Table of Contents 1 -1. INTRODUCTION .................................................................................................... ..............................1 1 -2. GENERAL ............................................................................................... ..............................1 1 -3. NAMEPLATE DATA ................................................................................ ..............................1 1-4. Model Number .............................................................................. ..............................1 1 -5. Frame Designation ....................................................................... ..............................1 1 -6. Trim Code ..................................................................................... ..............................2 1 -7. Equipment Description .................................................................. ..............................2 1 -8. Grinder Unit .................................................................................. ..............................2 1 -9. Motor ............................................................................................ ..............................2 1 -10. Reducer ........................................................................................ ..............................2 2 -1. INSTALLATION ..................................................................................................... ..............................2 2 -2. GENERAL ............................................................................................... ..............................2 2 -3. Piping ..................................................................................................... ..............................2 2 -4. Foundation .............................................................................................. ..............................2 2 -5. Motor Controls ......................................................................................... ..............................2 3 -1. OPERATION ..................................................................................................... ..............................3 3 -2. INITIAL CHECK / START- UP .................................................................... ..............................3 4.1. MAINTENANCE ..................................................................................................... ..............................3 4 -2. LUBRICATION ........................................................................................ ..............................3 4 -3. Motor Bearings ................................................................................ .............................3, 4 -4. Gear Reducer ................................................................................. ..............................3 4 -5. Cartridge Assembly ........................................................................ ..............................3 4 -6. DISASSEMBLY ..................................................................................... ..............................3 4 -7. Disconnect Grinder ....................................................................... ..............................3 4 -8. Cutter Cartridge Replacement ...................................................... ..............................4 4 -9. Motor Removal ............................................................ ..............................4 4 -10. Gear Reducer Removal ................................................................ ..............................4 4 -11. Cartridge Disassembly .................................................................. ..............................4 4-12. INSPECTION ......................................................................................... ..............................4 4 -13. ASSEMBLY ........................................................................................... ..............................4 4 -14. Bearing / Seal Cartridge Assembly ............................................... ..............................5 4 -15. Cartridge Assembly ...................................................... ..............................5 4 -16. Reducer /Motor Assembly ............................................................. ..............................6 4 -17. Torque Guidelines Chart .............................................................. ..............................6 4 -18. STORAGE ............................................................................................. ..............................6 4 -19. Short-Term Storage ...................................................................... ..............................6 4 -20. Long -Term Storage ...................................................................... ..............................6 4 -21. Recommended Spare Parts .................................................................. ..............................7 4 -22. PARTS LIST .......................................................................................... ..............................8 ExplodedView ............................................................................. .............................11 MZ14 Always the Right Solution- SERVICE MANUAL Moyno® 1 -1. INTRODUCTION 1 -2. GENERAL Section: MOYNO® Annihilator's Page: 1 Date: October 2004 Annihilator TM Series 2 The Moyno® Annihilator, twin shaft grinder, is a rugged and reliable grinder designed to efficiently reduce the size of large solids typically encountered in raw wastewater, primary thickened sludge, digested sludge, slaughterhouse waste, and pulp and paper recycling. The grinder has been tested to assure consistent performance in the most difficult of applications. It represents the next generation of the world's most reliable grinder. The Moyno® twin Annihilator utilizes an improved version of the counter - rotating shaft design that has proven to be a reliable method of shredding large solids (pieces of wood, plastic bottles, cloth towels and rags, and aluminum cans, etc.) into smaller pieces. The slow rotating shafts are ideal for shredding solids that are large and dense. By utilizing a slow speed gear motor, the cutters have high torque capability and low impact while severing debris. The Moyno Annihilator is designed with cutting teeth on both the cutters and spacer cutters which increases the cutting capability of rags over other twin shaft grinders and eliminates the greatest cause of failure — that of stringy material wrapping around the spacers. The Moyno Annihilator product line is modular in concept allowing for optimal utilization of cutters for channel or in -line units to meet the requirements of the application. The cutter cartridge assembly allows for the removal and replacement of the entire cutting assembly as a single unit. The cutter cartridges consist of a top and bottom housing, side rails, bearing /seal cartridges, hex shafts, cutters, and spacer cutters (Figure 1 -1.). Figure 1 -1. Cutter cartridge. The complete Annihilator unit consists of the cutter cartridge assembly, reducer adapter, gearbox, motor, and flange housings on in -line units (Figure 1 -2). Figure 1 -2. Complete unit. 1 -3. NAMEPLATE DATA The grinder nameplate, located on the top housing, contains important information relating to the operation and servicing of the grinder. This information includes the model and serial numbers (see Figure 1 -3.). The grinder model number must be used for reference when ordering a replacement cartridge or spare parts. Model: M12F2 CE7R7R MFG Serial: ASXXXXXX Date: 10/04 Figure 1 -3. Typical nameplate data 1-4. Model Number. The grinder model number consists of two component parts: Frame Designation and a Trim Code. A typical model number, for example, might be M12F2 CE7R7R as shown on the nameplate in Figure 1 -3. 1 -5. Frame Designation. The five characters in the frame designation describe the particular combination of construction and cutter height. The first character in the frame designation, always a letter, indicates the construction as either a complete unit (M) eF Page 2 The second and third characters, always numbers, indicate either the flange size or cutter stack height. The fourth character is a letter indicating whether it's a flange unit (F) OF GheAR91 WAit G). If the fourth character indicates a flange unit, the second and third characters indicate the flange size in inches. If the fourth character indicates a channel unit, the second and third characters indicate the cutter stack height. The fifth character indicates the series of the unit: — Series 2 -- 2Y2" hex shaft 1 -6. Trim Code. Also included in the Model Number is the six character Trim Code which is used to identify grinder construction. The first letter identifies the materials of construction - ->C -- Cast iron, ductile iron, and alloy steel X Spesiel The second letter identifies the type of drive utilized. —j E -- Electric motor and gear box The third and fourth characters identify the type of cutters on the drive shaft: -->7R - 7 tooth reversible r r 4 4 +,.,.Fh GaFN The fifth and sixth characters identify the type of cutters on the idler shaft: — >7R - 7 tooth reversible 7G 7 teeth eam If the trim code of your grinder is other than the variations listed above contact your nearest Moyno representative for clarification. Do not modify your grinder with any variations unless you have determined that it is compatible with your application. 1 -7 EQUIPMENT DESCRIPTION 1 -8. Grinder Unit. The Moyno Annihilator is a motor driven, double shaft design stacked with intermeshing cutters and spacer cutters positioned on the shafts. The shafts are constructed of a hexagonal, 4140 steel and counter - rotate at 43 and 26 RPM. The shafts contain intermeshing cutters and spacer cutters. The Moyno Annihilator Series 2 product line, consist of three channel models with 18, 24 or 32 inch high cutting chamber, and three flanged, in -line models: 12, 16 or 18 inch flanged. 1 -9. Motor. Each Moyno Annihilator is equipped with a motor: TEFG 9 Explosion proof design 10 HP • 1725 RPM, 3/60/230/460V • R;;IdnFer Moyno choice 1 -10. Reducer. Each Moyno Annihilator is equipped with a cycloidal speed reducer: • 40:1 ratio 43 RPM output • Sumitomo or Moyno choice • Model 6170Y... 10 HP Note: See manufacturer's service manuals for more details. 2 -1. INSTALLATION 2 -2. GENERAL Moyno Annihilators are lubricated and tested at the factory prior to shipment and require minimum pre -start up maintenance. Accessibility to the grinder and adequate clearance should be a prime consideration in any installation. Enough space should surround the unit so that maintenance can be carried out with ease. 2 -3. Piping. For in -line flanged units, piping should generally be tl A ^ ^ ^rtp� not am)Iving to I n \ t to dire !' Flai ie : ba Ani cor 7 Ch �/� _ im un U `-' i ! nit lei t X ler CI't for SL 2• �.�� om pi,..,...._. :) a Moyno control panel. In the event an wwou-,, ......cult material engage the cutting chamber, the automatic controller senses the overload and reverses the rotation of the cutters to clear the object. The controller then returns the Grinder to the forward direction of rotation. It is highly recommended that this type of overload protection be provided for all grinders to prevent damage to the unit. Caution: • Cutters and spacer cutters are very sharp. Keep personnel clear of cutting chamber. • Do not lift heavy equipment over the head of personnel. • Electrical hazard... Be sure power is off and locked out. 3 -1. OPERATION 3 -2. INITIAL CHECK 1 START -UP CHECKLIST Before putting the grinder into operation, the following items should be checked to ensure that each piece of equipment is installed correctly: • Recheck for proper line voltage connections at the control panel and control transformer. Check the transformer for continuity. • Set the programmed controller (inside the door of the Annihilator control panel) to the number of attempts desired to clear jams or overloads before automatic shutdown. The programmed controller is normally set at 3 reversals when shipped from the factory. • Energize the incoming power lines by closing the disconnect device. The amber light [ "POWER ON"] illuminates, indicating power is available to the control circuitry. • Turn the Selector Switch to the "LOCAL" position. Depress the "Start" pushbutton. The blue light [ "GRINDER ENABLED "] will illuminate to indicate that the control circuits are energized and the green light [ "GRINDER RUNNING "] will illuminate indicating the drive motor should be operating. • Check the direction of cutter rotation. Reversible cutters denoted as 5R or 7R, can operate in either direction of rotation. The cutters should rotate with the teeth rotating inward, towards one another on the inlet side of the flow. If the motor is rotating in the reverse direction, disconnect the power to the control panel. CAUTION. Using a volt meter double -check that the incoming power lines L1, L2, and L3, as well as the motor lines T1. T2, and T3 in the control panel all indicate that the power is OFF. Interchange any two of the motor leads in the control panel at Terminal Blocks T1, T2, or T3. Do not change the connections at the contactors. Repeat Steps 3, 4, and 5, above. However, cam cutters denoted as 7C or 11C, can only operate in one direction of rotation. The cutters should also rotate with the teeth rotating inward, towards one another on the inlet side of the flow. With cam cutters you must first install the unit in the piping in the correct flow orientation. Interchange motor leads if the cutter direction is wrong. • To test the reversing function of the programmed controller, it is not necessary to attempt to physically jam the grinder. Simply depress the "Test" button on the controller inside the door of the panel. Each activation of the "Test" pushbutton will initiate a reversal of the grinder. Page 3 FLOW Figure 3 -1. Cutters rotating inward. 4 -1. MAINTENANCE Note: In this section, a number or a letter in parentheses will follow the first reference to each grinder part ( ). These numbers and letters are those used to identify the grinder parts and hardware items in the section view diagram. 4 -2. LUBRICATION 4 -3. Motor Bearings. The motor bearings are lubricated at the factory and will need to be re- lubricated after 12,000 hours of operation. See your motor maintenance manual for details. 4-4. Gear Reducer. The gear reducer is filled with grease at the factory and will require re- lubrication every 3 -5 years. See your reducer maintenance manual for details. 4 -5. Cartridge Assembly. The grinder top housing is half full of ACG -2 grease prior to shipment and is ready for operation. The top housing contains two gears that only need to be re- lubricated when the assembly is being repaired. You can re- lubricate the housing via the pressure release grease fitting (35). The pressure release grease fitting is pre -set at 10 psi. At pressures greater than 10 psi, the grease will be observed exiting the grease fitting via the bypass. This feature prevents over packing the bearings with grease and is available through Alamite. The bottom bearing housing is sealed and gasketed and requires no lubrication. List of Lubricants i or Equivalents) Motor Bearings See Mfg Recommendation Gear Reducer See Mfg Recommendation Top Housing ACG -2 (Dubois Chemical 4 -6. DISASSEMBLY Note: The following instructions cover grinder disassembly. 4 -7. Disconnect Grinder 1. Flush the grinder (preferably with clean water) to remove all debris from the unit. 2. Shut off grinder. Page 4 3. Close suction and discharge valves. 4. Disconnect power source. Caution: Electrical hazard ... Be sure power is off and locked out. 5. Drain any fluid in grinder. 4 -8. Cutter Cartridge Replacement Note: The following instructions cover the removal of the motor and gear reducer as an assembly to facilitate replacement of the grinding cartridge. 1. Secure the motor /reducer with a nylon sling and support with a hoist. 2. Remove cap screws connecting the reducer adapter (42) to the housing adapter (9). Remove the reducer adapter, reducer, and motor by lifting up with the hoist. Be careful not to allow the assembly to tip over. 3. Loosen the jaw coupling (43) set screw and remove the coupling half and key from the drive shaft (7). 4. Flanged Models .... M12F2, 4446F-' and M:14 a. Remove the bolts and lock washers that connect the flange housings (41) to the inlet and outlet flanges of the pipe. b. Remove the cutter cartridge / flange housing assembly from the piping. c. Remove the cap screws and lock washers connecting the flange housings to the cutter cartridge. Remove the gaskets (40). 5. Remove and replace the cutter cartridge with a new or rebuilt cartridge from an Authorized Moyno Representative. 4 -9. Motor Removal The grinder may remain in line during motor removal and replacement. Open and tag power disconnect in the control panel. Disconnect and tag motor leads in the motor conduit box. Remove the bolts connecting the motor (45) to the gear reducer (44). Some gentle prying may be necessary to remove the motor from the reducer. Remove the key from the motor drive shaft. 4 -10. Gear Reducer Removal 1. Remove the bolts connecting the gear reducer to the reducer adapter (42). Pry the gear reducer off the reducer adapter. 2. Loosen the jaw coupling (43) set screw and remove the coupling and key from the reducer shaft. 3. Remove cap screws connecting the reducer adapter (42) to the housing adapter (9). Remove the reducer adapter. 4 -11. Cartridge Disassembly 1. Remove the socket head screws connecting the bottom cover (5) to the bottom housing (2) and remove the cover and gasket (3). 2. While holding the jaw coupling on the drive shaft, remove both castle nuts (16) and washers (15) from the drive and idler shafts. 3. Loosen the jaw coupling (43) set screw and remove the coupling and key from the drive shaft (7). 4. Remove the socket head screws connecting the housing adapter to the top housing (2). Remove the gasket (3) and clean grease from the top housing. 5. Remove the retaining rings (31) from both the drive shafts (7) and idler shaft (6). 6. Remove both gears (12, 13) and keys (30) from the shafts. 7. Remove the hex screws connecting the side rails (4) to the top and bottom housings. Remove both side rails and gaskets (37). 8. Remove the top housing. Clean any remaining grease from all cavities. 9. Remove the butt screws and washers holding the bearing / seal cartridge in the top housing. Gently press both cartridges out of their bores and remove the two spacers (32). 10. Remove the excluder plates (19), cutters (10), and spacer cutters (11) from both shafts. Be careful removing the cutters and spacer cutters because they are very sharp. 11. Pull both shafts from the bottom housing. Remove the excluder plates. 12. Remove the butt screws and washers holding the bearing / seal cartridge in the bottom housing and press the bearing / seal cartridges out of the housing. 13. Clean all parts in a suitable cleaning solvent being careful to observe all safety precautions regarding the use of solvent. 4 -12. Inspection 1. Inspect all parts for wear and corrosion. Replace any parts that wom. 2. Replace all seals, bearings, 0-rings, and gaskets. 4 -13. Assembly The Moyno Annihilator is generally reassembled in the reverse order of dismantling. During the assembly process, cleanliness is important. To avoid premature failure, bearings, and seal components must be handled with care and kept clean. 4 -14. Bearing / Seal Cartridge Assembly The bearing / seal cartridge can be purchased from Moyno as a complete unit with no assembly required (See the parts list for part numbers). All the individual components that make -up the assembly can also be purchased. If components are purchased separately, follow the instruction below for assembly. 1. Carefully push the rotating portion of the mechanical seal (18), spring end first, onto the sleeve (17). Be careful not to damage the rubber bellows as you slide it over the step on the sleeve. 2. Place the stationary portion of the seal (19) on top of the rotating face. Place the O -ring (23) in the OD of the stationary seal portion. 3. Place the ball bearing (20) on top of the stationary and push the entire assembly down on the sleeve until the retaining ring groove can be seen. 4. Install the retaining ring (21) on the sleeve. Install the O -ring (24) in the ID of the sleeve. 5. Repeat this procedure until all four bearing / seal cartridges have been assembled. 4 -15. Cartridge Assembly 1. Place the bottom housing (2) upside down on the work bench and gently push two bearing / seal cartridges (seal end first) into the bores. The ball bearing should be facing you. 2. Secure each cartridge with two butt screw and washers (38, 39). 3. Turn the bottom housing so that it rests on it's side. Place two excluder plates (14) into position on the top side of the housing. 4. Push the lower end of both the drive and idler shafts through the holes in the bearing / seal cartridge in the bottom housing. Be careful not to damage the mechanical seals. 5. Place the flat washer and castle nut on the end of each shaft. Tighten castle nuts approximately % of the way, leaving them loose at this point. The castle nuts are the prevailing torque type and will have resistance the entire way up the thread. It will be necessary to hold the shafts while you install the nuts. 6. Turn the bottom housing / shaft assembly up on the bench. Align both shafts so that the point of the hex is facing toward you and perpendicular to the long edge of the bottom housing. It does not matter which side the drive or idler shaft is on; right or left. 7. Note that each cutter and spacer cutter has only 1 of the 5 cutting teeth radially in line with one point of the hex ID hole. This tooth is denoted as the Assembly Position (AP). 8. The hex shaft on your left is denoted Shaft 1, and the one on the right is Shaft 2. Page 5 9. Place a large (L) cutter on Shaft 1 with the AP positioned at Point 6 on the shaft (See figure 4 -1.). Place a small (S) spacer cutter on Shaft 2 with the AP positioned at Point 3. 3 3 2 2 Shaft 1 Shaft 2 5 1 1 6 6 Figure 4-1 10. Place a small (S) spacer cutter on Shaft 1 with the AP positioned at Point 3, then place a large (L) cutter on Shaft 2 with the AP positioned at Point 6. Follow the pattern below until all cutters and spacer cutters have been installed. Cutters and spacer cutters are very sharp. Be careful handling them. Shaft 1 Shaft 2 6L 3S 3S 6L 1L 4S 4S 1L 2L 5S 5S 2L 3L 6S 6S 3L 4L 1S 1S 4L 5L 2S 2S 5L 6L 3S 3S 6L F Repeat Starts Cutter and Spacer Stacking Arrangement L = Large Cutter S = Spacer Cutter 11. Place an excluder plate over the top of each shaft down on top of the last cutter and spacer cutter. 12. Place the top housing (2) upside down on the work bench and place the spacer (32) inside each bore. Gently push two bearing / seal cartridges (seal end first) into the bores. The ball bearing should be facing up towards you. 13. Secure each cartridge with two butt screw and washers (38, 39). 14. Gently lower the top housing down over the ends of each shaft being careful not to damage the mechanical seals. 15. Place a side rail gasket (37) against one side of the bottom housing and attached the side rail (4) with two cap screws and washers (28). Leave the screws loose at this point. Page 6 2. Place the O -ring (46) in the groove in the housing 16. Slide another side rail gasket between the top housing adapter and place the drive adapter (42) on the housing and side rail at the top and secure with two more cap adapter. Secure the drive adapter with four hex head screws. Repeat this process on the other side and screws and washers. The two longer screws thread into tighten all eight screws evenly. the top housing along the outside and the two shorter screws thread into the housing adapter. 17. Place a key (30) in the drive shaft and slide the small OD gear (13) down over the key. Install the retaining ring (31) in its groove above the gear. 18. Place a key (30) in the idler shaft and slide the large OD gear (12) down over the key. You may have to turn the shaft slightly to get the gear teeth to line up. Install the retaining ring (31) in its groove above the gear. 19. Carefully lay the unit down on its side. Before you completely tighten the two castle nuts in the bottom housing, it will be necessary to hold the drive shaft to prevent it from turning. You can either hold the shaft by temporarily mounting the coupling half (43) or by carefully wedging a small piece of soft metal between the teeth of the two gears. After you have secured the shafts, tighten both castle nuts. 20. Place the housing gasket (3) and bottom cover (5) against the bottom housing and secure them with six socket head cap screws (33). 21. Carefully turn the unit upright. With a hammer, tap the two spring dowels (8) into the two counter bored holes in the top housing. 22. Wipe a liberal amount of ACG -2 grease on and around each gear and fill the top housing approximately half full of grease. 23. Press the lip seal (25) into the housing adapter (9) with the spring side down. 24. Place the housing gasket (3) on the top housing and carefully slide the housing adapter over the drive shaft and down on the gasket. Secure the housing adapter with two socket head screws, two hex head screws and four washers. The two socket head screws go in the middle of the housing. The two hex head screw go in the two holes on the idler shaft side of the housing. 25. Install the grease fitting (26) in the housing adapter. 26. For Models .... M12F2, M16F2, and M181F2 1. Place the gasket (40) against one side of the cartridge body and place a flange housing (41) against the gasket. Secure the flange with the screws and washer (57). Place the gasket (52) and inspection plate (53) against the flange housing and secure with studs, washers, and nuts (54, 56) 2. Repeat the above procedure on the other side with the second flange housing. 4 -16. Reducer / Motor Assembly 1. Slide the key (29) and coupling half (43) down on the drive shaft and secure in place with the set screw. The root of the coupling teeth should be lined up with the end of the shaft. 3. Slide the key (29) and coupling half (43) on the reducer shaft and secure in place with the set screw. 4. Lower the gear reducer (44) onto the drive adapter carefully aligning the coupling halves. Align the holes in the flanges and install and tighten the six hex screws, washers and nuts (49). 5. Place the key in the reducer shaft and lower the motor (45) down onto the reducer while aligning the key and keyway. Attach the motor to the reducer with four hex screws and washers. 4 -17. TORQUE GUIDELINES CHART Stainless Steel Bolts Carbon Steel Bolts Size Max Torque Size Max Torque NO. 10 -24 22.8 in. lb. 5/16-18 10 ft. lb. 1/4-20 75.2 in. lb. 348-116 21.7 ft. lb 5/16-18 132 in. lb. Y2-13 43.5 ft. lb. 3/8-16 236 in. lb. 5/8-11 86 ft. lb. 1/2 -13 1 517 in. lb. %-10 152 ft. lb. Note: Torque values are from the Industrial Fasteners Institute and Craftsman Corp. 4 -18. STORAGE 4 -19. Short-Term Storage. Storage of 6 months or less will not damage the grinder. However, to ensure the best possible protection, the following is advised: Store grinder inside whenever possible or cover with some type of protective covering. Do not allow moisture to collect around the unit. 2. See OPERATION Section before startup. Be sure all lubricants are in good condition. 4 -20. Long -Term Storage. If grinder is to be stored for up to three years, perform the above short-term storage procedures plus the following: 1. Apply rust inhibitor to all unpainted cast iron and machined carbon steel surfaces. 2. Store in a dry area with dust cover. 3. Maximum temperature 120F, minimum temperature 30F. 4. Relative humidity should not exceed 60 %. Provide desiccation for moisture control above the maximum. 5. Vibration levels should not exceed 2 mils at 60 hertz. Page 7 4 -21. Recommended Spare Parts Your Moyno Annihilator has been designed and built to minimize overall operating cost. All wearable parts are replaceable. A recommended inventory of spare parts is dependent upon the application and the importance of continued operation. a. For minimal downtime, we recommend having a replacement cartridge in your inventory. Page 8 4 -22. PARTS LIST Table 4 -1. Parts List REF. NO. DESCRIPTION PART NUMBER 2 TOP HOUSING 4251417001 3 HOUSING GASKET 4230814001 4 SIDE RAIL SEE TABLE 2 5 COVER PLATE 4230813001 6 IDLER SHAFT SEE TABLE 3 7 DRIVE SHAFT SEE TABLE 4 8 SPRING DOWEL 6160100711 9 HOUSING ADAPTER 4251409001 10 CUTTER SEE TABLE 5 11 SPACER CUTTER 4230939001 12 GEAR 4230812001 13 GEAR 4230811001 14 EXCLUDER PLATE 4230805001 15 WASHER 6230070051 16 CASTLE NUT 6140320141 17 SEAL SLEEVE 4241488001 18 SHAFT SEAL 4220733001 19 SEAL INSERT 4230806001 20 BALL BEARING 6300502101 21 RETAINING RING 6011010196 23 O -RING 3207902152 24 O -RING 3207902133 25 GREASE SEAL 6030021002 26 GREASE FITTING 4220692001 30 KEY 4220735001 31 RETAINING RING 6011020175 32 SPACER 4220734001 37 SIDE RAIL GASKET 4230809001 40 FLANGE HOUSING GASKET SEE TABLE 6 41 FLANGE HOUSING SEE TABLE 6 42 DRIVE ADAPTER 4251753001 43 COUPLING HALVES 4241654001 4241655001 44 REDUCER SEE NAME PLATE 45 MOTOR SEE NAME PLATE 46 O -RING 3207902269 52 INSPECTION PLATE GASKET SEE TABLE 6 53 INSPECTION PLATE SEE TABLE 6 Note A: Bearing / Seal Cartridge includes items 17, 18, 19, 20, 21, and 23. Note B: See Table 7 for gasket kits. Page 9 Table 2 (Ref. No. 4) — Side Rail Model I Part Number FM12F2, M16F -2, M18F -2 1 4251416001 1 Table 3 (Ref. No. 6) — Idler Shaft Model Part Number AAa -�f� 4�4.1�A9� M24G2L, M12F2, M4&F2 � 4251420001 M taG, n 2 c A4c2v^o^T Table 4 (Ref. No. 7) —Drive Shaft Model Part Number 449492 429-1418894 M24G2; M12F2, AAACCz 4251421001 M22S2 n ��' n.�994 Table 5 (Ref. No. 10) — Cutter Style Part Number 7R, 7 Tooth Reversible 4230807001 423A8a4$94 Page 10 Table 6— Flange Housing Arrangement Model Ref. No. 41 Ref. No. 40 Ref. No. 53 Ref. No. 52 Flange Housing Flange Housing Gasket Inspection Plate Inspection Plate Gasket 12F 4251783001 4241489001 4230908001 4230909001 449 42a4399984 42444999" 4239393994 42398940" 4.99 1 42&1982994 1 4244489994 1 4239893994 1 4249894994 Table 7 —Gasket Kits Model Part Number K46i� M12F2 K12F20Q AA 1 CCPmmA4 R 1. = 1l46C"Q Note C: Channel model gasket kits include items 3 and 37. Note D: Flanged model gasket kits include items 3, 37, 40, and 52. Note E: Models M24G, M12F, require 52 cutters and 52 spacer cutters. Note F: Pre - assembled replacement cutter cartridges are available. Consult your local Moyno Representative for details. m .a• c a p T7TT t 9 ■ 15 14 16 1 I © 2004 by Moyno, Inc. Printed in the U.S.A. ® Moyno is a registered trademark of Moyno, Inc. T" Annihilator is a trademark of Moyno, Inc. Moyno, Inc. is a Unit of Robbins & Myers, Inc. Double The Length Of Your Moyno Pump Warranty For FREE! •••0*00•• 0000.0000000x**•• 00000.• ••0a00000000••000000000s00*sOoo For your free pump warranty extension, choose from one of the three options below: 1. Go to www, n=g.com and fill out the registration form online 2. Mail this form by placing it in an envelope and sending it to; Moyno, Inc. Attn: Tish Wilson 3. Fax this form to 937 -327 -3177 P. O. Box 960 Springfield, OH 45501 -0960 U.S.A. Thank you }br choosing a Moyno Pump. Please take the time to complete this warranty registration form. Upon receipt of your form, your standard limited warranty on defective material and workmanship will be extended to twice the standard period of time at no additional cost to you. We appreciate your business and look forward to serving you in the future. Always insist on Genuine Moyno Replacement Parts! Moyno' Pump Warranty Registration ................................................ ............................... . Pump Model # Purchased From Your Name . - - - -._ __....._. ........... Your Company Name ...._..._. ...... .._. Address .___ __._ City /State (Province)/Zip Code Phone Number E-mail ...... __. Pump Serial # Date Purchased _,. Your Title Application for Which This Pump Was Purchased Fax Number Material __ .._. w. _ _ __ Flow Rate ......... ...._. _..... ..... ..... _......... _ Process Temperature _- . ... ............ Operating Speed Viscosity . ............................................... ....... .._..._ . .......... pH Value ...___... _...._.... _, .... _._.._ Hours Operated per Day....... __ ........... ............ Continuous _ _w ...._.__ _._ _ Intermittent Discharge Pressure Suction Pressure NPSH Available Percent of Solids _ Particle Size Abrasion. Rating How Did You First Hear of Moyno Pumps? Q Advertisement Q Postcard Q Trade Show Q Referral Q Distributor Salesperson Q Previous Experience With Moyno Pumps Q Other — Explain Below Thank You! m • 6 H Q Js Z O co Y = 2 � • Q M N <Se W � N _ O N > ■ W � 6 N O O Y 1 � I N 1 r O 'I. N � N � M � O W H 1 O O N W q 1 C � • W W r N >- O 6 Y p S W C�•J W zm� O NN. N • r w 1 • O N 1 w MI e V W 1.1 i O e O u M = e _ N J " XY N C(9f M Z�� A z V V 8 M � MiI- . e_ � Wyk yy Y Oy� s N pOpO� • � i_iprM_ DATA TRANSMITTAL AND CERTIFICATION Customer P.O. Number P.O. Date Sales Order Number Refer To This Number 26639 -A9 09/13/05 6927926 In All Correspondence MOYNO INDUSTRIAL PRODUCTS SOLD A DIV OF ROBBINS & MYERS, INC TO DATA FOR APPROVAL: PO BOX 960 SPRINGFIELD, OH 45501 The associated documents requested on this order Same as `Sold To' unless shown are submitted for approval. MOYNO INDUSTRIAL PRODUCTS SHIP A DIV OF ROBBINS & MYERS, INC Please reply promptly or the order could be delayed. TO 1895 W JEFFERSON ST SPRINGFIELD, OH 45501 ISSUED BY N. DAVIS DATE 09/20/05 DATA GAINESVILLE PLANT SOURCE 4349 AVERY DRIVE FLOWERY BRANCH, GA 30542 P.O. Item Application Motor or MOTOR Centrifugal Pump Gen. D/S: 66930-18 OR Ouantitity Frame HP Sery Fact Elec Type RPM C Box G EN. 3 2 5 0 TY 10 1 P 1 D /S: DATA Ph/Hz/Vofts- Winding Duty Enclosure AmbJlnsl. Power Code Motor or 3/60/230/460 Cont in TENV 40 /F Gen. C/D: 416820-2 Bearings Mounting & Method of Drive Base/Rails Model Number Reducer or V -1 Direct Aux.D/S Rotation from Opp. Dr. end D -C Field Excitation Electrical Design Number Brake or Bi- directional W00743- A -A005 Aux.D /S BRAKE Brake Type Torque Ft. Lb. Enclosure Phase Hertz Voltage Blower DATA Motor. A -C MOTOR INFORMATION FOR DATA D -C MOTOR ARMATURE CURRENT: AMPS SELECTION OF STARTER HEATERS: FOR FIELD CHARACTERISTICS PER CURVE: CONTROL F1 —F2, MAX AMPS RPM CODE: G F11 - -F22 MAX AMPS RPM LOCKED AMPS: F3 —F4 MAX AMPS RPM F.L. CURRENT AMPS:2 5 . 2 / 12 . 6 Special Marks: SPCL. FEAT. PO #26639 -A9, AS4932105 -5A AND AND Special Features: DATA. Product Category Submersible Motors Bearing / Seals / Lubrication Hydropad Seals Y Inner Seal Elastomer Material Viton Inner Seal Face Material Carbon Ceramic O -Rings Viton Outer Seal Elastomer Material Viton Outer Seal Face Material Tungsten Carbide Seal Configuration Inner & Outer Conduit Box / Leads / Connections Cable Length (ft) 50 Lead Configuration Lead Assembly Rqd Documentation Certified Motor Outline Y Doc Instruction Manual Y Doc PDF Format Y Doc Renewal Parts Y * *CONTINUED ON PAGE 2 ** DATA TRANSMITTAL AND CERTIFICATION Customer P.O. Number P.O. Date I Sales Order Number Refer To This Number In All CorresDondence Documentation (continued) Hold for Document Approval Rqd Y Performance Data Y Standard Connection Diagram Y Accessory Connection Diagram(s): Thermostat CD 418174 -6 Performance Balance Standard Rating / Enclosure Class I, Group Mounting / Flange Continuous -in -Air Motors Yes Frame Mounting Footless SPCL. Mounting Orientation Vertical FEAT. Mounting Plate - DE Standard AND Vertical Lifting Required Y MISC. Product TEXP DATA. Paint / Packaging Temp Code T3C Paint Color Blue -Green Special Shaft Type Paint Color Standard Reliance Paint System Standard Winding Thermostat Qty Reliance Paint Spec No 4824 -7 -K Performance Balance Standard Rating / Enclosure Class I, Group C &D Continuous -in -Air Motors Yes Design Letter B Division Divl Efficiency Std Final Connect Voltage 460 Motor Standard NEMA Poles 4 Product TEXP Submersible Configuration Type Configured Temp Code T3C Shaft / Coupling Special Shaft Type Standard Temperature Detection Winding Thermostat Contacts Normally Closed Winding Thermostat Qty 2 Total REL. S.O. FRAME HP TYPE PHASE/ HERTZ RPM VOLTS 56927926 250TY 10 P 3/60 1765 230/460 AMPS DUTY AMB °C/ INSUL. S.F. NEMA DESIGN CODE LETTER ENCL. 25.2/12.6 CONT IN 40 /F 1 B G TEXP E/S ROTOR TEST S.O. TEST DATE STATOR RES. 025 9C OHMS (BETWEEN LINES) 424549 418138 -34 -KE - -- - -- .194/.776 PERFORMANCE LOAD HP AMPERES RPM 9K POWER FACTOR AG EFFICIENCY NO LOAD 0 4.2 1800 22.1 0 1/4 2.50 5.5 1790 60.3 70.8 2/4 5.00 7.5 1782 76.6 81.6 3/4 7.51 9.9 1773 83.3 85.3 4/4 10.0 12.6 1764 86.0 86.7 5/4 12.5 15.5 1754 86.8 87.0 SPEED TORQUE RPM TORQUE i % FULL LOAD TORQUE LB. -FT. AMPERES LOCKED ROTOR 0 222 66.0 77.6 PULL UP 360 202 60.0 72.3 BREAKDOWN 1622 272 81.0 44.3 FULL LOAD 1764 100 29.8 12.6 AMPERES SHOWN FOR 460. VOLT CONNECTION. IF OTHER AMPERES WILL VARY INVERSELY WITH THE RATED VOLTAGE REMARKS= TYPICAL DATA VOLTAGE CONNECTIONS ARE AVAILABLE, THE //�� Rockwell Automation DA. ]BY D. N. BYRD Cx. BY T. S. WILLIAlfB "p. BY D. M. BYRD nATZ 09/20/05 A -C MOTOR W00743- A -A005/ PERFORMANCE 56927926 DATA ISSUE DATE 09/20/05 Printo6 on 9/20/05 1707 6 rpq REL S.O. S6927926 RM 1765 S.F. 1 ROTOR 418138 -34 -KE FRAME 250TY VOLTS 230/460 MENA DESIGN B TEST S.O. TYPICAL DATA HP 10 AMPS 25.2/12.6 CODE LETTER G TEST DATE - -- TYPE P DUTY CONT IN ENCLOSURE TEXP STATOR RES.? 25 It .194/.776 PHASE /HERTZ 3/60 ANB `C /INSUL 40 /F E/S 424549 OHM (BETWEEN LINES) g e 4 1 o a 0 � N O I� O a00 0 O x z 0 00 3 C" z0 pp? IY Q w O N_ O W M 6. 2 N N O N n O O 0 2 4 6 8 10 12 14 16 18 20 22 HORSEPOWER 0 N 0 N 8 g A00 O i y 2 PC b O> z O Cy F O a 1 0 --Ti C14 O O 0 200 400 600 800 1000 SPEED IN RPM,(FLT = 29.8 LB. FT.) 1200 j 1400 1600 1800 AMPERES SHOWN FOR 460 VOLT CONNECTION, IF OTHER VOLTAGE CONNECTIONS AAE AVAILABLE, THE AMPERES WILL VARY INVERSELY WITH THE RATED VOLTAGE. Rockwell DR. BY D. M. BYRD I CR. BY T. S. WILLIAMS A -C MOTOR W00743- A -A005/ Automation APP. BY D. M. BYRD PERFORMANCE S6927926 DATE 09/20/05 CURVES ISSUE DATE 09 /20105 Printed on 9/20/05 1707 0 rpp CODE W DUTY MASTER ALTERNATING CURRENT MOTORS SQUIRREL -CAGE INDUCTION ENCLOSURE: TOTALLY ENCLOSED SUBMERSIBLE A I SIDE VIEW OF LIFTING LUG FRAMES 210TY THRU 320TY (e) 'X' EXTERNAL PIPE THD. C B 4 �i_illllllll ' 11� I u LEAD WIRE LENGTH SEE NOTE (5) TITMFN4TnN4Z ADS TN TNC4ar4 SCC 4NCCT P Mg MTI I TMCTCDQ a �y b 'XR' TAP DEEP(4) U FRAME C L P T U(3) V W AG AH AJ AK (6) AL I b ENGTH 210TY 210TY 31.69 21.12 11150 2.25 1.4380 2.00 .25 3012 1.56 14.12 13.125 12.00 .88 1.50 1.75 250TY 38.53 24.12 12.75 3.50 1.750 3.31 .25 35.50 3.03 16.00 15.000 14A0 .75 2.25 242 320TY 43.12 24.69 15.75 4.25 2,500 3.19 2.12 37.81 5.31 17.25 16.000 1525 1.25 2.25 1.50 (1) FRAME BD(2) BE BF XR(4) LEAD CONNECTION BE B.E. KEYWAY WEIGHT X (8) 1 Y XD n I b ENGTH 210TY 15.250 .75 .56 5/8 -11 2 -1/2 -8 1.25 7.75 25 .375 .19 1,12 315 250TY 17.000 .88 .69 5/8 -11 2 -1/2 -8 125 7.75 25 .375 .19 2.25 750 320TY 18.750 .88 .69 3/4 -10 3 -8 125 10.88 25 .500 1.25 3.00 1150 (1) (1) SPECIAL DIMENSIONS ON THIS LINE. (5) LEAD WIRE LENGTH AS SPECIFIED ON CERTIFICATION (2) 'BD' VARIES ±.010. (6) 'AK' VARIES +.000, -.002 C3) 'U' VARIES _P TO 1.625 DIA. +.0000, -.0005 (7) MINIMUM SUBMERGED DEPTH. 1.625 DIA. AND LARGER +.000, -.00L (4) TAP DEPTH ON 210TY THRU 250TY IS 1.38' TAP DEPTH ON 320TY IS 1.50' FACE RUNOUT AND ECCENTRICITY .008 MAX. T.I.R. PROTECTIVE CONDUIT FURNISHED BY CUSTOMER. (8) 3' - 8 PIPE THREAD SUPPLIED WITH CABLE SIZES N0. 4 AND LARGER. FRAME- 250TY TYPE- P CERTIFIED FOR- Moyno, Inc. ORDER- 56927926 ITEM- HP- 10 RPM - 1800 PH- 3 HZ- 60 VOLTS 460 RELIANCE SALES ORDER- AS4932105 APPROVED BY- MG DATE 9/27/05 RELIANCE r ML BY N.J.HASSET ELECTRIC m BY W'B.TERSIGNI D I M E N S 10 N 66930 -18 A".BTP SHEET ISSUE DATE SEPTEMBER 4, 1996 CLEVELAND, OHIO 44117 U.S.A. DATE 8-21 -68 SH1 C/R 332142 E \DS -AC \66930 \018 N co 0 cD r` N ir U A -C MOTOR CONNECTION DIAGRAM STANDARD 9 LEAD DELTA - CONNECTED T1 T9 T4 7 T6 T7 ----* 0 T3 T8 T5 T2 IT7 IT5 IT6 T7 T8 T9 T 8 T 9 T1 T2 T3 T1 � T L1 `L2� L3' L1 L2 L3 LOWER VOLTS— LINE — HIGHER VOLTS I (N.P. 1575 —B) CUSTOMER RELIANCE CUSTOMER Moyno, Inc. ORDER N0. AS4932105 S.O. NO. S6927926 RELIANCE BR. BY-- "-F- ,----- - - - - -- CONNECTION 416820-2 ELECTR /C O AM BY_Ji ------ ______ CLEVELAND, OHIO 44117 DATE__3VVZs_ - - - - -- DIAGRAM ISSUE DATE OCT. 30, 1986 E. \W —DIAL \416820 \002 RAG 1n— X41 —nr, CONNECTION DIAGRAM ACCESSORIES MOTOR WINDING THERMOSTATS CONTACTS 2 @ 155 ° C FIGURE NUMBER 2 CONTACT RATING CONTINUOUS VOLTS AMPERES 110 -120 220 -240 440 -480 550 -600 3. 0 1. 5 0. 75 0, 60 INRUSH AMPERES 30 15 7. 5 6. 0 C/R 358606 THERMOSTATS RELIANCE CUSTOMER Movno, Inc. NORMALLY CLOSED S. 0. N❑. NORMALLY OPEN RELIANCE DR.BY L. FOURNIER CK.BY J. P. TSAO FIGURE 1 418174-6 FIGURE 4 ELECTR /C� to t° Pi APP.BY D. H. MAY CLEVELAND,OHIO 44117 U.S.A. DATE 11 -06 -91 P1 P2 ISSUE DATE, NOV. 14, 1996 P2 \ FIGURE 2 to FIGURE 5 y to P1 to to P1 P2 P2 FIGURE 3 FIGURE 6 to to t° P1 FP t °\ t °\ to 1 P2 1 1 1 P2 FIGURE GURE 7 FIGURE GURE 8 to t° Pi FP t °� t °1 t °1 t °� 1 P2 P2 C/R 358606 CUSTOMER RELIANCE CUSTOMER Movno, Inc. ORDER N❑, AS4932105 S. 0. N❑. S6927926 RELIANCE DR.BY L. FOURNIER CK.BY J. P. TSAO CONNECTION 418174-6 ELECTR /C� DIAGRAM I APP.BY D. H. MAY CLEVELAND,OHIO 44117 U.S.A. DATE 11 -06 -91 SHEET 1 ISSUE DATE, NOV. 14, 1996 C/R 358606 SM- CYCLO@ SPEED REDUCERS BASIC INFORMATION & RECOMMENDATIONS Drive Ratings Standard SM- CYCLLr speed reducers are designed and built for long, maintenance -free, 10 -hour daily service under conditions of uniform load. When your application involves more severe conditions, catalog ratings must be divided by the proper service factor, or the actual load must be multiplied by this factor. Shaft Rotation For single and triple reduction units, the slow speed shaft turns in the direction opposite to that of the high speed shaft. For double reduction units, the slow speed and high speed shafts turn in the same direction. The slow and high speed shafts are coaxial for all reductions. Shaft Connections A pulley, sprocket or pinion should be mounted as close to the shaft bearing as possible and ideally, in order to avoid undue bearing load and shaft deflection, not with the point of radial load beyond the midpoint of the protruding shaft. Never overtighten belts or chains. Careful and accurate installation is essential for efficient and trouble -free operation. Before installing, the shafts should be checked to make sure that they are parallel and level. Accuracy of alignment after mounting can be checked with a string or straight edge held against the faces of the sprocket or pulley hubs. Couplings should be properly aligned according to the limits specified by the manufacturer and checked carefully prior to initial startup. in order for it to give the required fit, the coupling bore diameter and tolerance should be appropriate for the gearbox shaft diameter and tolerance. Control of Shaft Load When power is transmitted through spur gear, belts, pulleys, or chains, radial forces are applied to the shafts. The radial capacities are calculated from load centering and compared to the allowable radial load. Installation Be sure to install and operate SM- CYCLO® drives in compliance with applicable local and national safety codes. Appropriate guards for rotating shafts should be used. CORRECT INCORRECT SQUARE AND PARALLEL PULLEY PULLEY REDUCER WALL REDUCER WALL Mounting Considerations Horizontal and vertical oil - lubricated units should be mounted on level planes whenever possible. When they are mounted on inclined surfaces, minor modifications are necessary because inclined mounting could lower the oil level. However, overfilling the unit with oil may cause leakage through the air vent, foaming, churning and consequently overheating. Please contact the factory. Lubrication Information The smaller SM- CYCLO® units up to size 6125 and some multiple reduction units are grease lubricated. All other units are oil lubricated as standard. Grease Lubrication All grease lubricated units are filled with grease at our factory and arrive ready for use. CORRECT METHOD ( 0> A. Lifetime Grease Lubrication SM- CYCLO° units up to size 6125 are grease lubricated for life and suitable for any mounting position. These sizes are filled with SHELL ALVANIA #2 grease at our factory and are maintenance -free for 20,000 operating hours or 4 to 5 years. B. Other Grease Lubrication Grease lubricated units larger than size 6125 are usually filled with SHELL ALVANIA #2 grease at our factory. These units are equiped with grease nipples and vent plugs to allow for periodic regreasing. Oil Lubricated Units Oil lubricated units must be filled to the correct level with oil before operating. Choose an appropriate oil viscosity that suits the installation ambient temperature. For recommended oil types and viscosity grades, please refer to our current Operating and Maintenance Manual. INCORRECT METHOD HOW IT WORKS The unique SM- CYCLO° speed reducing system is based on an ingeniously simple principle that offers many benefits to the designer and user of power 1. High speed input shaft with integrally mounted eccentric cam and roller bearing assembly 2. Cycloid discs 3. Slow speed shaft assembly transmission drives. Basically, the speed reducer has only three major moving parts: Slow speed shaft As the eccentric cam rotates, it rolls the cycloid discs around the Internal circumference of the stationary ring gear. The resulting action is similar to that of a wheel rolling around the inside of a ring. As the wheel (cycloid disc) travels in a clockwise path around the ring (ring gear housing), the wheel itself turns slowly on its own axis in a counter - clockwise direction. In the SM- CYCLO• system the cycloidal profile around the outer edge of the disc engages progressively with the rollers of the fixed ring gear housing to produce a reverse rotation at reduced speed. For each complete revolution of the high speed shaft, the cycloid disc turns one cycloidal tooth in the opposite direction. In general, there is one Ring gear pins and rollers Cycloid disc High speed shaft Eccentric cam Slow speed shaft pins less cycloidal tooth around the disc than there are pins In the fixed ring gear housing, which results in reduction ratios equal to the number of cycloidal teeth on the disc. (Note: For some ratios, there are two less teeth per cycloid disc than there are pins in the ring gear housing.) The reduced rotation of the cycloid discs is transmitted to the slow speed shaft by means of drive pins and rollers that engage with holes located around the middle of each disc. Typically, a two disc system is used with a double eccentric cam which increases the torque capacity and offers an exceptionally smooth, vibration -free drive. Ring gear pins and rollers Slow speed shaft pins and rollers .. High speed Cycloid discs shaft Ring gear Casing housing Hlgh Speed end Slow speed shaft Eccentric cam and bearing shield STANDARD SPECIFICATIONS Table B-1. Speed Reducer Standard Specifications Item Standard Specifications Lubrication Method Grease lubricated and oil lubricated models available. Speed 0 9 Reduction Internal planetary gear mechanism with trochoidal curved tooth profile. Method gDirection of single Heauction Type Reverse rotation N output Shan When compared to the direction of input shaft rotation. Rotation Double Reduction Type Same rotation Installation Location indoors (Minimal dust and humidity) r v Ambient Tomperatum _ 10" - 40 °C Ambient Humidity c Under 85 /o Elevation Under 1,000 meters Atmosphere Well ventilated location, free of corrosive gases, explosive gases, vapors and dust. CHH type - with slow speed shaft in horizontal direction and with legs. CVV type - with slow speed shaft Method of down in vertical direction and with mount. (No restrictions in mounting position of maintenance -free grease Mounting lubricated models, and the 2nd character of type symbol indicates "N "). Method of coupling with Coupling, gears, chain sprocket or belt. driven machine NOMENCLATURE &MOUNTING POSITIONS ( 0> I C I CYCLO DRIVE I Special Specification Symbol (S) I ��] V V Slow Speed Shsft Duhnll Mounting Style ; Type of. Inpt H (Horizontal, slow speed Inch Size Y shaft level) H (Foot) (Vertical, slow speed V (V Flange) No symbol (Reducers) shaft down) N (Maintenance -free F (Flange) J (With adaptor) Universal direction) -For examples of nomenclature and mounting positions, please refer to pages 10-12. Example 1 CNH —6115Y — 29 Reduction Ratio Frame Size Reducer Foot Mounting Maintenance -free Universal direction Example 2 CVV — 6225DBY — 165 Reduction Ratio Frame Size Double Reduction Reducer V Flange Mounting Vertical (slow speed shaft down) Shaft Spec , Syrn Mctrio JIS No oymbol Inch Size Y Metric DIN G CYCL01 6000 Speed Reducers 1750 RPM Frame Size Selection Tables Dimensions: Pages Single Reduction , Ratios 25 -119 Foot Mount (H) 4.2 -4.15 H, F, V Housing Styles F- flange (F) 4.30 -4.38 V- Flange M 4.48 -4.64 H F V ........................................... . ...... ... .......... .............. . ...... . ... ... ............ I .............. _._...._..._- / Output RPM 700" ,. 500 407 343 29% Rat10 , . 25 . =. 29 . 35 :" 43 ...- " ? 51. " ..� 59 ` .''' 71 ' p FRAME Input HP 10.6 10.1 10.1 7.23 5.66 4.90 4.07 3.33 - Output Torque in -Ibs 9110 9980 12200 10600 9900 9900 9810 9900 6145 Overhung Load (Ibs) 3090 3150 3350 3510 3590 3590 3590 3590 614H Input HP 13.2 14.1 13.0 10.0 7.72 5.93 4.66 4.66 - Output Torque in -Ibs 11300 14000 15500 14700 13500 12000 11300 13900 6160 Overhung Load(lbs) 3550 3660 3880 4210 4410 4920 4940 4890 Input HP 20.3 15.3 15.3 10.6 10.1 7.72 7.58 5.23 - Output Torque in -Ibs 17300 15200 18300 15500 17600 15500 18400 15500 6165 Overhung Load (Ibs) 3440 3640 3840 4190 4340 4870 4830 4870 616H Input HP 21.2 19.2 16.1 11.3 9.60 7.95 6.46 - Output Torque in -Ibs 18100 19000 19300 M4720 19600 19400 19300 19200 6170 Overhung Load(Ibs) 3920 4140 4410 4940 5200 5530 5950 Input HP 26.2 25.2 20.3 15.2 15.2 11.1 9.60 7.54 - Output Torque in -Ibs 22400 25000 24100 22300 26500 22500 23300 22500 6175 Overhung Load(lbs) 3860 4080 4340 4700 4850 5160 5490 5910 Input HP 32.3 26.2 252 20.3 16.1 13.1 11.8 9.60 - Output Torque in -Ibs 27600 26000 30200 29800 28000 26400 28600 28500 6180 Overhung Load(Ibs) 5270 5530 5910 6350 6640 6970 7410 8000 Input HP 40.4 32.3 30.3 25.2 20.3 16.1 13.1 11.5 - Output Torque in -Ibs 34600 32000 36300 37200 35200 32500 31900 34200 6185 Overhung Load(lbs) 5180 5490 5840 6260 6570 6900 7360 7960 Input HP 47.2 41.2 32.6 28.1 24.4 20.5 18.1 15.8 - Output Torque in -Ibs 40400 40900 39100 41300 42500 41300 44100 47000 6190 Overhung Load(Ibs) 7360 7760 8220 8880 9280 9740 10300 11200 Input HP 54.4 50.7 40.4 40.4 28.1 25.2 20.9 18.3 - Output Torque in -Ibs 46400 50300 48400 59500 49000 51000 50800 54400 6195 Overhung Load(Ibs) 7320 7690 8160 8750 9240 9680 10300 11100 Input HP - 61.3 - 42.7 - 30.3 - 21.3 - Output Torque in -Ibs - 60700 62800 61100 63500 6205 Overhung Load(lbs) - 14400 16300 17800 18900 Input HP - 78.5 - 60.7 - 50.6 - 28.7 - Output Torque in -Ibs 77800 89400 102000 85400 6215 Overhung Load(lbs) 14600 16500 17900 20300 Input HP - 101 - 75.8 - 60.7 - 35.8 - Output Torque in -Ibs 99800 111000 122000 107000 6225 Overhung Load(lbs) 15300 17400 18900 21400 Sasso aedi= * uJMiTOMO Cyclo` 6000 Series Frame Size Selection Tables - SINGLE Reduction 3.5 i v o W Q d CD o LL O O �-- I n to to PO LO O+N L O O O � V ° Jv Q L� 0 M 00 L U f) L; o M a e _ �[��p LLLJ _ Q- a°D; > Q N ^3 V) L1I [S J L I W U l n O I�JII LLJ ::D — d ry �g a� 0 o O = O o0 ° p v o a� N Y C v L.L. 7 W ( W C.7 Q Of W W Z CD i W p v w ~ W o Cl- p O d A ; | � | � , » � }§ ] - ) ;v r § 2 } I ! §w , §7■ \� 2 /| )\ | .! ■ ■. 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LIC. #540704 SUBMITTAL NO. 048-01 For SECTIONS: 11201 SUMP PUMPS MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: �Cytl/ Date: 10/3/2005 615 Strozier Avenue MULTI W SYSTEMS. INC. El Monte, CA 91733 el: (626) 401 -2627 SUBMITTAL Fax: (626) 442 -0839 SUBMITTAL OUTLINE Section 11304 — Sump Pumps Owner City of Encinitas Project Moonlight Beach Sewer Pump Station Rehabilitation Project iC/ Contractor Falcon General Engineering, Inc. x,11 E : r Equipment Supplied: d Two (2) - -- Barnes submersible pump model SP50AX, 1' /z" discharge, %z" solids handling, operated by %2 Hp, 3450RPM, 120V, 1- phase, 60Hz standard motor. Pump comes with attached mechanical float for automatic operation, 20' long power cord, and standard factory coatings. One (1) - -- Duplex system control panel, to include: NEMA 4X fiberglass weatherproof enclosure, magnetic motor contactor, HOA switch, green pump run indicator, control and alarm power indicators, float switch terminal block, and alarm package. Four (4) - -- 20' long mercury float switches. Equipment Description: 1.Pump Manufacturer: BARNES pump. 2.Pump Type/Model: Submersible pump, model SP50AX. 3.Pump motor to be'' /z Hp, 3450RPM, 120V /60Hz/I- phase, Class "B" insulation, oil - filled. All pumps are supplied with 20 feet long cable. Full load current: 6.8 amps @ 120V. 4.Pump performance curve. Please see attached submittals. 5.Pump specification. Please see attached submittals. 6.Pump mechanical seal to be silicon carbide. 7.Pump dimension drawing. Please see attached submittals. 8.Mercury float switch. Please see attached submittals. 9.Duplex system control panel. Please see attached submittals. Prepared by: Juliana Tjondro Multi W Systems, Inc. Tel: (626) 401 -2627 Fax: (626) 442 -0839 Date: 09/28/2005 item # 4, S t'J'ARNES Series SP50 1/2" Spherical Solids Handling www.cranepumps.com Manual & Automatic, Submersible Sump /Effluent Sump & Utility Pumps DISCHARGE .... ............................... 11/2" NPT, Female, Vertical LIQUID TEMPERATURE ................ 104 "F (40 °C) Continuous MOTOR HOUSING ............................ Cast Iron PUMP STRAINER ............................. Thermoplastic IMPELLER: Design ...................... 10 Vane vortex, with pump out vanes on back side. Balanced, ISO G6.3 Material ..................... Cast Iron SHAFT ............... ............................... Stainless Steel O -RINGS ... ............................... Buna -N HARDWARE ....... ............................... 300 Series Stainless Steel PAINT .................. ............................... Air Dry Enamel SEAL: Design ....................... Single Mechanical, Type 21 Material ...................... Silicon Carbide /Silicon Carbide /Buna -N Hardware -300 Series Stainless CORD ENTRY ..... ............................... 20 ft. (6m) Cord with plug and pressure Gromment for sealing and strain relief UPPER BEARING .............................. Single Row, Ball, Oil Lubricated LOWER BEARING ............................. Single Row, Ball, Oil Lubricated MOTOR: Design .................. I.... Oil Filled Insulation .................... Class B SINGLE PHASE .. ............................... Permanent Split Capacitor (PSC). Includes thermal overload protection in motor LEVEL CONTROL SP50X ........................ None SP50AX .......... ... I ....... . Wide angle, Mechanical, 20 ft. (6m) cord SP50VFX ................... Vertical float, PVC, snap action, 20 ft (6m) cord MINUMUM SUMP DIA: SP50AX ...................... 18" (457mm) SP50X & SP50VXF.... 12" (305mm) Series: SP50 1 12HP, 3450RPM, 60Hz C �i• RUS CSA 108 UL 778 LR16567 DESCRIPTION: GENERAL PURPOSE PUMP FOR RESIDENTIAL AND LIGHT INDUSTRIAL SUMP APPLICATIONS I'? 7q H Testing is performed with water specific gravity of 1.0 @ 68 F (20 C), other fluids may vary performance CRANE I PUMPS & SYSTEMS SECTION 1A PAGE 9 DATE 5104 A Crane Co. Company USA (937) 778 -8947 • Canada: (905) 457 -6223 • International (937) 615 -3598 ...j CA9to Mercury - activated, narrow -angle float switch designed to activate pump control panels and alarms. This narrow -angle sensing device is used to accurately monitor liquid levels in sewage and non - potable water applications. The Sensor Float° control switch is not sensitive to rotation and is suitable for use with intrinsically safe circuits. Contact SJE- Rhombus regarding specific intrinsically safe applications. Normally Open Model (high level) The control switch turns on (closes) when the float tips slightly above horizontal signaling a high level, and turns off (opens) when the float drops slightly below horizontal. Normally Closed Model (low level) The control switch turns on (closes) when the float drops slightly below horizontal signaling a low level, and turns off (opens) when the float tips slightly above horizontal. N in standard cable lengths of 10, 15, 20, or 30 feet and 3, 5, 6, or 10 meters. r:: ■ with three mounting options that allow for flexibility in installation: Mounting Clamp: for applications where the switch can be attached to a discharge pipe or similar mounting device. Internally Weighted: for applications where the switch can be suspended from above. Externally Weighted: for applications where the switch can be suspended from above. A AC - rk CONTROLS jWAS"Joak -a SJ ELECTRO SYSTEMS, INC. PO Box 1708, Detroit Lakes, MN 56502 1- 888 - DIAL -SJE • 1- 218 - 847 -1317 1- 218- 847 -4617 Fax email: sje@sjerhombus.com www.s]eFhombus.com SOWFICATIONS A Suitable for use with intrinsically safe circuits. CABLE: flexible 18 gauge, 2 conductor ® Not sensitive to rotation. (UL,CSA) SJOW, water- resistant (CPE) jacket AN Control differential of .5 inches (1 cm) above or below horizontal. N UL Listed for use in non - potable water and sewage. FLOAT: 3.38 inch diameter x 4.55 inch long (8.58 cm x 11.56 cm), high - A7 CSA Certified. impact, corrosion resistant, PVC housing for use in sewage and 9 Three -year limited warranty. non - potable water up to 140 °F (60 °C) R5"45 LIED 3N MAXIMUM WATER DEPTH: 30 feet (9 meters), 13 psi H clrctttic MERCURY TILT SWITCH: single pole, single throw, mercury-to- mercury contacts, hermetically sealed in a steel capsule and epoxy sealed in This switch is available: the float housing N for normally open (high level) applications or normally closed (low level) applications. ELECTRICAL: 5 amp, 120/230 VAC, 50/60 Hz N in standard cable lengths of 10, 15, 20, or 30 feet and 3, 5, 6, or 10 meters. r:: ■ with three mounting options that allow for flexibility in installation: Mounting Clamp: for applications where the switch can be attached to a discharge pipe or similar mounting device. Internally Weighted: for applications where the switch can be suspended from above. Externally Weighted: for applications where the switch can be suspended from above. A AC - rk CONTROLS jWAS"Joak -a SJ ELECTRO SYSTEMS, INC. PO Box 1708, Detroit Lakes, MN 56502 1- 888 - DIAL -SJE • 1- 218 - 847 -1317 1- 218- 847 -4617 Fax email: sje@sjerhombus.com www.s]eFhombus.com Single phase, duplex alternating pump control with override. The Model 122 control panel is designed to alternately control two 120, 208, or 240 VAC single -phase pumps in water and sewage installations. The alternating action equalizes pump wear. In addition to the alternating pump control, this system provides override control should either pump fail. If an alarm condition occurs, an alarm switch activates the audio /visual alarm system. Common applications include pump chambers, sump pump basins, irrigation systems and lift stations. Model Show 1221 W1 14X 1. Enclo .ure measures 12 X 10 X 6 inches (30.48 X 25.4 X 15.24 cm). Choice of NEMA 1 (steel for indoor use), or NEMA 4X (ultraviolet stabilized thermoplastic with removable flanges for outdoor or indoor use). 'Options selected may increase enclosure size and change component layout. 2. Magnetic Motor Contactor controls pump by switching hot electrical lines. 3. HOA Switches for manual pump control (mounted on circuit board). 4. Control Circuit Board provides pump control and alternation (U.S. patent 5,909,352). 5. Green pump Run Indicator Lights (mounted on circuit board). 6. Schematic/ Wiring Diagram 7. Incoming Pump Power Terminal Block / Pump Terminal Block n: 8. Circuit Breakers (optional) provide pump disconnect and branch circuit protection. 9. Control ON /OFF Switch (mounted on circuit board). 10. Ground Lug 11. Terminal Block Installation Label 12. Float Status Indicator Lights (mounted on circuit board). 13. Control / Alarm Power Indicator Light (mounted on circuit board). STANDARD ALARM PACKAGE (other options available) 14. Red Alarm Beacon provides 360° visual check of alarm condition. Note: NEMA 1 style utilizes a door mounted indicator in lieu of a beacon. 15. Alarm Horn provides audio warning of alarm condition (83 to 85 decibel rating). Note: NEMA 1 style utilizes an internally mounted buzzer (83 to 85 decibel) in lieu of horn. 16. Exterior Horn Test/Normal /Silence Switch allows alarm horn to be silenced and testing of horn and light to ensure proper operation of alarm system. N r indoor indoor /outdoor ® Entire control system (panel and switches) is UL Listed to meet and /or exceed industry safety standards AW Dual safety certification for the United States and Canada 9 Standard package includes three 20' Sensor FloatO control switches ® Complete with step -by -step installation instructions N Three -year limited warranty C UL US LISTED '� CONTROLS S.J ELEGTRO SYSTEMS, INC. PO Box 1708, Detroit Lakes, MN 56502 1 -888- DIAL -SJE • 1- 218 - 847 -1317 1- 218 - 847 -4617 Fax email: sje@sjerhombus.com www.sjerhombus.com 100 101 102 103 104 105 10G 107 108 109 110 111 112 113 114 115 11G 117 118 119 120 121 122 i23 124 125 126 127 128 129 130 13: 133 134 135 135 137 138 i39 140 120/208 240 vac PUMP INCO ING POWER L1 L2\N L1 L2\N II II I IT THE USE OF SEPARATE I I I I POWER SOURCES FOR PUMP AND ALARM TB3 , z 3 a ARE RECOMMENDED M16 L2 �. O T -- N M16 F 5 L2 � r -- AH154 2 FOUR FLOAT OPERATION LT156 25 WATT MAX NO JUMPER WIRE CONNECTED i T87 4444_Q_Q_Q_T4 10 I -T 7 I I I I M160 - -- W B L1 N I I I I � B A, A2 MOTOR CONTACTOR I 120VAC ( I o] v �J B ALARM ALARM/CONTROL w 1�B of , -zn z �i II INC MING w�6 U LAC v `Ipg 1 I POWER LEAD STOP TORQUE TO 9 IN -LB OPTIONAL - WIRE DIFFERENTIAL PUMP SM (3,4 LEAD) (PLACE JUMPEI M 1 65 AND 9,10 ALARM IF SEPE Al A2 — — — — — — — — — — — — — MOTOR CONTACTOR I ,o T itI I GIND U L U 6 TB3 InCI— TORQUE T0: T S 45 IN -LB R,' 1 I / 5 .AMP RATED AUX. CONTACTS 2 0/ U y T82 _I ❑ TB2 2 L] -B2,3 I PL; INCO� N_D N, J — — — — — NO FIELD CONNECTION I J BRANCH CIRCUIT PROTECTION, OVERLOAD PROTECTION AND MAIN DISCONNECT PROVIDED BY OTHERS I AND MUST BE SIZED ACCORDING TO PUMP /MOTOR MANUFACTURING SPECIFICATIONS. Mu�� L P A!� JUh��BER OPu�� D TEMPERATURE RATING OF FIELD INSTALLED CONDUCT( (60 DEG. C.). TERMINAL STRIPS AND GROUND LUG U1 1 1 �,i CONNECT GROUND LUG IN PANEL TO A SECURE EART DASHED LINES REPRESENT FIELD WIRING xNC CONTAINS PROPIEURY INCORMA,IoN AND _ I IT — — — — — — —.ED OR REPRODUCED OR ITS CONTENTS DISCLOSED IN IN PART, W,TNOUT PRIOR u WRITTEN CONSENT /LJUUL.�IJ� ON TIROL• CNND 9Y DATE RMS 7/16/99 APPD BY UAiE PROJECT NO MRO 7/!6/99 j 1008809 CUOiI NO I N/A OEM P/N PAGE SCA:.E IDK SIZE I —k= TITLE - - _. N/A_ 1 of 1 NONE I D —L LT, RH, SCHEM_ SEE ABOV_) CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 032-01 For SECTIONS: 08307 FLOOR &SIDEWALK HATCHES MOONLIGHT BEACH SEWER PUMP STATION REHABILITATION PROJECT It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CEE04J is in compliance with the contract drawings & specifications, and can be installed in the allocated spaces, and is submitted for approval. Certified By: y Date: 10/3/2005 IV gig 8 g logo 15 N O O �o �r 4 ° % h 3 m K r A 0 m o ° A ni p n O Z n m ••p I �o �r 4 ° % h 3 m m c o m T p � �m o ° A in n 3 av 2 N me = 0 m ° O _ o �: ° °S '1 D1°� n • �00 myD fNY 1 \ N C 0 >° 51* z +M r i 4m� r W \ " S S a c N W O i m �o �r 4 ° V -111' OWR ui .. % h aOQ m c o m T p �m G( in v os fmzv N me = 0 0v ° O _ o �: ° °S '1 D1°� � z ' • �00 myD fNY 1 \ N C sf*1$ >° 51* N +M r i 4m� r z z m \ " S S a c 3giF o Q D O i c° Szi o �n = ti a tow S u2$' c� � ° _• o_ N Z m OD to I j D° ={ V -111' OWR ui .. % h LUJ m c o m T p aNree G( os fmzv ff�$jQ 9� °Q $^ c�3 ° vac 3e �c o �: ° °S '1 D1°� s o u m m I} p°p° .L--------------------------- II -------------------------- % .-- ---- .. = =____ i 51* o D N rs- r \ " S S a c 3giF o Q 3 g 3 c° Szi �n = SQti S u2$' c� � ° _• o_ m °m J ={ W N X N Z N�c C Z z = N G1 z N _0 D O Z c:, � O Z = m G7 x m Of Z O_ N a 0 N D Z U) A M O D O Z o n D C D n R to _E> A Z 2 C D z m f m N N I j % h m c o m T p aNree G( os fmzv ff�$jQ 9� °Q $^ c�3 ° vac 3e �c o �: ° °S '1 D1°� s o u m m I} p°p° ^^Q 51* o D N rs- r \ " S S a c 3giF o Q 3 g 3 c° Szi �n = SQti S u2$' c� � ° _• o_ m °m A z 2 �pS3Q� � °° "g'a c y N Z w o o 3 ° y 3 �• ° [ Ca� : 4A D z m f m N N I j b Li F u V c v v Z m y� � 2 N-- •D -+ (A O O A O O �a ov A y 0 O N r r O O A a 3 f c ya° A_ N I N.11� ro W. [3137] 9' -94• FRAME OPENNG o 4 oa O x �m 1 N N U b - -3 I � p�p g?pdi3�� N N �� =�� 1 N me R O R R o O = O 2 > N pOp SmY ii D0 z x m m$ z $ o 33 s 3 o O T °�- = N n C G 0 GO � 00 r_. > = 0 V co o z D N Z N A_ N I N.11� ro W. [3137] 9' -94• FRAME OPENNG [2985] m O I I 00 O to A(9 8 G __3 N N - -3 I � p�p g?pdi3�� N N �� =�� 1 m m C pZ x r Z =J N '� Z = N C) Z N m oDo zCo z =W n. m N Z � N "n r r O A X D Z O D 0 O X r o� �g n (F\ � Q 1 4 m W 1 N N 2 O @8 00 O to A(9 8 G D p�p g?pdi3�� XQ- �� =�� 1 1.0 CD I 0 $ o 33 s 3 o n n c rn = u �Z � r_. o = 0 V 9 Z o m N Z N p 9$° 1 y° N c� mz o °o �m p1 og o 4 v�. Q ^ x v3 A o Sd _ �3 3 8. .°. °° Qo $ 4 n �n 3 v O 3 3 SL a 9L �3 TRANSMITTAL FORM City of Encinitas FAX 760/633 -2818 505 S. Vulcan Avenue Engineering Encinitas, CA 92024 -3633 760/633 -2770 �� SENDTO FAX #: ?6 0. OF PAGES: 3 DATE - TO: OF: LCD J 1 �N E;►' -A ADDRESS: 1 PHONE: FROM: ❑ Call ASAP ❑Review &Call ❑ Review & Return 13 F.YI. dle Per Our Conversation ❑ Please Reply by Please Han COMMENTS: N Lkr':l_ CVL1 CCr,t�AEA T7 Shop Drawing Review Letter Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www.KennedvJenks.com To: Falcon General Engineering, Inc. DATE: 11 October 2005 572 Collyn Street SERIAL NO.: N/A Vista, CA 92083 SPEC. REF.: 11330 PROJECT: Moonlight Beach Pump Station Rehabilitation K/J JOB No.: 0487115.00 ATTENTION: David Pitts SUBMITTAL No.: 051 -01 PAGE: 1 of 1 A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A&R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit K/J Refer to Item Action Comment Manufacturer or Supplier Title of Submittal /Drawing 1 RR 1 -5 Moyno In -Line Sewage Grinders (Annihilator) Comment(s): 1. Cutter configuration shall consist of one shaft having 5 tooth double -edged cutters and one shaft having 11 tooth cam cutters per spec; submittal states two 7 tooth reversible cutters. 2. Shaft seals face materials shall be of tungsten carbide and not require an external flush per spec; submittal has silicon carbide faces. 3. The clearance height between the centerline of the in -line grinder and the overhead piping is approximately 78'; the height of the Moyno grinder from centerline to top of motor is 89 ". This could lead to problems with conducting maintenance on the units because of lack of space surrounding the grinder (see Section 2 -1 (Installation) of the Moyno Service Manual) and is not acceptable. 4. Efficiency on A -C motor performance data does not meet the requirement in Section 11002. 5. Service factor shall be 1.15 (Section 11002 - 2.03 B 2b). I Tv C T E �v c r-' (--t H D ti a_(z4-kF-_A n 5 0A B. Owner File F�c,2 V`- iit4tN i E'.J ( 5 4 ry C- LL T(-' 3- I0 /A K E u' + 10 / ? /C S-) Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION Kipp Hefner (Encinitas) K/J SDO SBRL ENCL. X x Bye /� , Blatt A. plencinitas, city \submittals \submittal review letter for 051 -01.doc [F -2 Rev. Jan'04] r' Shop Drawing Review Letter To: Falcon General Engineering, Inc. 572 Collyn Street Vista, CA 92083 ATTENTION: David Pitts Kennedy /Jenks Consultants DATE: SERIAL NO.: SPEC. REF.: PROJECT: K/J JOB No.: SUBMITTAL NO.: PAGE: A. The action(s) noted below have been taken on the enclosed drawing(s). NET = No Exceptions Taken A &R = Amend and Resubmit MCN = Make Corrections Noted RR = Rejected, Resubmit K/J Refer to Item Action Comment 1 MCN 1 -5 2 MCN 1 -6 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676- 3625(Fax) www.KennedvJenks.com 10 October 2005 N/A 08307 Moonlight Beach Pump Station Rehabilitation 0487115.00 032 -01 1 of 1 NR = Not Reviewed Manufacturer or Supplier Title of Submittal /Drawing Bilco Floor Hatch (60 "x60 ") Bilco Sidewalk Hatch (66 "x124 ") Comment(s): 1. Spec requires heavy forged brass hinges; submittal lists heavy duty forged aluminum hinges. 2. Provide stainless steel hold -open pin per spec, or other locking provision. 3. Safety chain between double leaf doors should be stainless; not specified in submittal. 4. All hardware to be stainless per spec; submittal states "Non- Corrosive Materials." 5. Provide permanently attached warning sign to the underside of hatch doors per spec; not specified in submittal. 6. Sidewalk hatch should be a double leaf hatch with 36" wide open leaf and 30" fixed leaf as called out on drawings (Sheet M3); this is not what is represented in submittal drawing. B. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner. DISTRIBUTION SBRL Owner Kipp Hefner (Encinitas) x File K/J SDO x pAencinitas, citylsubmittalslsubmittal review letter for 032 -01.doc ENCL. X X *"Matt—AA. Tebbetts [F -2 Rev. Jan'041 TRANSNIITTAL FORM FAX 760/943 -2226 City of Encinitas EngineeriAg 505 S. Vulcan Avenue Encinitas, CA 92024-3633 , 760/633 -2770 SEND TO FAX #: C7�� T3�g - NO. OF PAGES: 4- DATE TO: OF: VS i ADDRESS: FROM: 1� PHONE: :76 ❑ Call ASAP ❑ Review & Call Please Handle ❑ Per Our Conversation J ❑ Review & Return F.Y.I. ❑ Please Reply by COMMENTS: Clarification Letter No. 02 To: Falcon General Engineering 572 Collyn St Vista, CA 92083 Attn: David Pitts Kennedy /Jenks Consultants Page: 1 of 1 Date: 12 October 2005 K/J Job No.: 0487115 Project: Moonlight Beach Pump Station Rehabilitation In order to clarify the contract drawings and specifications for the above job, the notations or supplemental information listed should be added to the drawings and /or specifications. Specification Specification Paragraph/ Page/ or Drawing Location on Number Drawing Notation or Clarification S8 Sections F & G Please see attached hatch seat details for the two aluminum hatches. Detail 1 applies to the interior hatch. Detail 2 applies to the exterior hatch. It is understood that the above clarification does not change the scope of the work or require a change order. Notify the Engineer in writing prior to performing any work you consider to be extra work. Distribution: Contractor (original) By: Job File o d arraza Project Coordinator Resident Engineer p:`�pw- pro12DO4i,[; 871 5 OG mooni:gh' Ge c^ 1ronsLUCt: nn�Gar:f.cahnns'.�;lanfiobc,n ?eater pZ oc F 7 Rev. 2!1597= l.:_ 1 _ a CAST FRAME DOUBLE LEAF INTO CONCRETE / ALUMINUM HATCH D . �i 2 #5 BARS EACH SIDE, EXTENDING 2' -0° BEYOND OPENING EACH WAY 0 HATCH DRAIN, ° SEE M5 FOR �d DRAIN DETAILS. a HATCH SUPPORT DETAIL SCALE: 1" = 1' -0" _ ° 1 1 Kennedy /Jenks Consultants CITY OF ENCINITAS MOONLIGHT BEACH PUMP STATION REHABILITATION CLARIFICATION #2 HATCH SUPPORT DETAIL 0487115.00 10/12/05 Figure No. 1 C-) n D D D m m n II` f I- II 0 0 o m r N CA °cn= .-D m D D m Z � _ ° Cil r,lm° � O � D � D (n ' ---I m Ox CD cn mZ -u O 7 O i j D n;;7 m m on 1= C) N O -0 x IC)zm coin z P> G-) IU D n N m m = I D mom° z I IC�W C/) m _<�Z ° I - lo • Z n D O N ---i n TI o� Z D n � m m --i m � O c C �Cc) z m c m �m S D D -Tl n _ K 0 �) � N m 4, O Z � w I`�W • z cn °- -°� M 70 D n r_ U) cn M N O = C/) -P, 0 _ \ N Oz° _0 c a � Z m D n°m a c- z cC- r- a :1 � Du =c0 a 0 Dom„n C m i4N 1� a D=i WIZ -inn 7 c o �ci, -m O i Z -Di�� ai Ocn a OZ OZ N O f-N (n GrtD CA °cn= .-D m D D m Z � _ ° Cil r,lm° � O � D � D (n ' ---I m Ox CD cn mZ -u O 7 O i j D n;;7 m m on 1= C) N O -0 x IC)zm coin z P> G-) IU D n N m m = I D mom° z I IC�W C/) m _<�Z ° I - lo • Z n D O N ---i n TI o� Z D n � m m --i m � O c C �Cc) z m c m �m S D D -Tl n _ O D N �) � N m 4, Z � w I`�W • c., � co cn °- -°� M 70 D n U) cn M N O = C/) -P, -+ :z CD _ \ N Oz° _0 c Z m D c- z TRANSMITTAL FORM City of Encinitas FAX 760/633 -2818 505 S. Vulcan Avenue Engineering Encinitas, CA 92024 -3633 760/633 -2770 v 17 C5 SENDTO FAX #: ��G� ' NO. OF PAGES :-3 DATE r1 Lt, 1 v--2 TO. OF: A ADDRESS: PHONE: (7 0)6 633 27 7 FROM: ❑ Call ASAP 13 Review &Call ❑ Review &Return ❑ F.Y.I. ❑ Please Hanle ❑ Per Our Conversation ❑ Please Reply by comN ENTS: S H 4Af-\ C %f- C.L ��L�► lC ►N LCE-1- 1 FF 2 t� Clarification Letter No. 01 Kennedy /Jenks Consultants To: Falcon General Engineering Page: 572 Collyn St Date: Vista, CA 92083 K/J Job No.: Attn: David Pitts Project: In order to clarify the contract drawings and specifications for the above job, the notations c listed should be added to the drawings and /or specifications. Specification Paragraph/ or Drawing Number GI S13 S5 Specification Page/ Location on Drawina Plan at +24.00 Section L,M Notation or Clarification 1 of 1 10 October 2005 0487115 Moonlight Beach Pump Station Rehabilitation 1r supplemental information The dimension from the outside wall of the Pump station to the outside face of the Meter Room Entry Stair should be 4' -0 ". The #8 bars shown in Sections L and M on Sheet S13 should extend a minimum of 26' -5" from the outside face of the West Wall, and should be hooked at the West face. Plan at +24.00 Dimensions for the pad shown for electrical housekeeping pad should be 1' -7" wide and 11' -10" long for the Western portion of the pad. The dimensions are correctly shown as 2' -9" by 14' -4" for the Eastern portion. Plan at +8.43 See attached standard detail referenced for Housekeeping pad referenced. It is understood that the above clarification does not change the scope of the work or require a change order. Notify the Engineer in writing prior to performing any work you consider to be extra work. Distribution: Contractor (original) By: 2'9�.� At Job File 'D 71 d L. arraza Project Coordinator Resident Engineer pApw- prof \2004,0487115.00 moonlight beach\ construction \clarificat,ons,caritcation letter O1.doc -17 Rev. 20997al AGENT APPLIED NEW 6" HOUSEKEEPING PAD FOR DRIVE SHAFT CAGE. EXISTING CONCRETE SLAB TYPICAL PAD DETAIL FOR SHAFT CAGE 1" = V —D" Kennedy /Janke Consultants CITY OF ENCINITAS MOONLIGHT BEACH PUMP STATION REHABILITATION PROJECT CLARIFICATION f1 CAGE PAD DETAIL 0487115.00 10/4/05 Figure No. 1 of 1 1122 MODEL 122 ALARM PACKAGE 0 =select options or no alarm package 1 =alarm package (includes test/normal /silence switch, fuse, red light, horn & float) ENCLOSURERATING R I = Indoor, NEMA 1 (metal) ✓ W = Weatherproof, NEMA 4X (engineered thermoplastic) STARTING DEVICE 1 = magnetic motor contactor 120/208/240V F� 9 =magnetic motor contactor 120V only PUMP FULL LOAD AMPS 0 = 0 -7 FLA "1 = 8 -15 FLA 2 = 16 -20 FLA 3 = 21 -30 FLA PUMP DISCONNECTS- 0 =no 0 = no pump disconnect 4 = circuitbreaker FLOAT SWITCH APPLICATION BH or L = pump down or pump up X = no floats OPTIONS Listed below * Options selected may increase enclosure size and change component layout. If additional features are required, call the factory for a quote on either a Pro -Line or Engineered Custom control panel system. IqF ,,, CODE DESCRIPTION CODE DESCRIPTION Q 1A Red beacon only / no audio Q * 10K Anti - condensation heater (must select "0" for alarm package) Q 11 C NEMA 1 alarm panel 1 C Horn only / no visual 11 D NEMA 4X alarm panel (must select "0" for alarm package) 16A 10' cord in lieu of 20' 0 3A Alarm flasher Q 16B 15' cord in lieu of 20' ,t 4A Low level cutout 16C 30' cord in lieu of 20' select option 4D if floats included Q 16D 40' cord in lieu of 20' 4B Red low -level indicator & alarm 17A SJE Signal Master° / mounting strap • must select option 4A also Q 17B SJE Signal Master° / externally weighted • 0 4D Redudant off float - 20 ft. Sensor Float© Q 17C Sensor Float° / internally weighted A 0 6A Auxiliary alarm contact, form C Q 17D Sensor Floater / externally weighted A * 8A Elapsed time meter 17E Sensor Float° Mini / pipe clamp A ,t 8C Event (cycle) counter 17F Sensor Float"' Mini / externally weighted A 10E Lockable latch - NEMA 4X 19F Fourth float to separate alarm function from lag 10E Lockable latch - NEMA 1 19G Panel wired to accept fourth control switch 10F Lightning arrestor 19X Door mounted pump run indicators (must select circuit breaker) • Mechanically- activated A Mercury- activated .7H IV/ t-LC MODEL 122 F1 0 F9 I M C Alarm Package Enclosure Rating Starting Device Pump Full Load Amps Pump Disconnect Float Switch Application Options: Elapsed time meter, event (cycle) counter ©SJE- Rhombus Printed in USA 06100 Cat Page PN 1009182C Sensor Float® control switch installation instructions MOUNTING THE SWITCH INTERNAL WEIGHT CABLE WEIGHT 1. Place the cord into the clamp as shown in Figure B. 2. Locate clamp at desired activation level and secure the clamp to the discharge pipe as shown in Figures A and B. Note: Do not install cord under hose clamp. 3. Tighten the hose clamp using a screwdriver. Over tightening may result in damage to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. 4. Bring cable leads back to control device and wire according to Figure C. 5. Check installation. Allow system to cycle to insure proper operation. Note: All hose clamp components are made of 18 -8 stainless steel material. See your SJE- Rhombus supplier for replacements. Figure A Figure B approximate activation level of .5 Inches (1 cm) above or below horizontal 3.5 inch (9 cm( tether length 1. Determine desired activation level. 2. Suspend switch 7 inches (18 cm) below desired activation level as shown in Figure D. Switch remains partially submerged during the "on" tipping action. Switch can be totally submerged and still continue to operate properly. 3. Wire cable leads directly into control device as shown in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Figure C - Wiring Diagram ELECTRICAL SHOCK HAZARD Disconnect power before installing or servicing this product. A qualified service person must install and ! EXPLOSION OR FIRE HAZARD Do not use this product with flammable liquids. Do not install in hazardous locations as defined by _f service this product according to applicable electricals , National Electrical Code, ANSI /NFPA 70. white and plumbing codes. `U Failure to follow these precautions could result in serious injury or death. Replace product immediately if switch cable becomes damaged or severed. Keep these instructions with warranty after installation. This product must be installed in accordance with National Electric Code, ANSI /NFPA 70 so as to prevent moisture from entering or accumulating within boxes, conduit bodies, fittings, float housing, or cable. MOUNTING THE SWITCH INTERNAL WEIGHT CABLE WEIGHT 1. Place the cord into the clamp as shown in Figure B. 2. Locate clamp at desired activation level and secure the clamp to the discharge pipe as shown in Figures A and B. Note: Do not install cord under hose clamp. 3. Tighten the hose clamp using a screwdriver. Over tightening may result in damage to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. 4. Bring cable leads back to control device and wire according to Figure C. 5. Check installation. Allow system to cycle to insure proper operation. Note: All hose clamp components are made of 18 -8 stainless steel material. See your SJE- Rhombus supplier for replacements. Figure A Figure B approximate activation level of .5 Inches (1 cm) above or below horizontal 3.5 inch (9 cm( tether length 1. Determine desired activation level. 2. Suspend switch 7 inches (18 cm) below desired activation level as shown in Figure D. Switch remains partially submerged during the "on" tipping action. Switch can be totally submerged and still continue to operate properly. 3. Wire cable leads directly into control device as shown in Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Figure C - Wiring Diagram Figure D T , 7inches (18 cm) approximate activation level 1. Determine desired activation level. 2. Suspend switch and cable weight at desired activation level as shown in Figure E. 3. Wire cable leads directly into control device as shown in t4 Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Cable weight is attached to switch cable at the factory. To adjust: 1. Release clip. 2. Adjust cable weight to desired position. 3. Lay switch cable in weight channel. 4. Align clip with weight channel and slide towards switch cable as shown in Figure E. 5. Snap clip snugly up to cable, moving clip to tightest possible position. Figure E 4— cable weight 4Inch (10 Cm) approximate activaNOn minimum level of .5 Inches' (1 cm) above or tether length below horizontal Is doom SJ ELECTRO SYSTEMS, INC. 22650 County Highway 6 ■ P.O. Box 1708 1 Detroit Lakes, Minnesota 56502 USA Instl.lnstr. PN 1009646A 1- 888 - DIAL -SJE (1- 888 - 342 -5753) ■ Phone: 218 - 847 -1317 ■ Fax: 218 - 847 -4617 Cat. Page PN 1009509A E -mail: sJe @sJerhombus.com ©SJE- Rhombus Printed in USA 03/00 to L1 power to L1 load source black white I Figure D T , 7inches (18 cm) approximate activation level 1. Determine desired activation level. 2. Suspend switch and cable weight at desired activation level as shown in Figure E. 3. Wire cable leads directly into control device as shown in t4 Figure C. 4. Check installation. Allow system to cycle to insure proper operation. Cable weight is attached to switch cable at the factory. To adjust: 1. Release clip. 2. Adjust cable weight to desired position. 3. Lay switch cable in weight channel. 4. Align clip with weight channel and slide towards switch cable as shown in Figure E. 5. Snap clip snugly up to cable, moving clip to tightest possible position. Figure E 4— cable weight 4Inch (10 Cm) approximate activaNOn minimum level of .5 Inches' (1 cm) above or tether length below horizontal Is doom SJ ELECTRO SYSTEMS, INC. 22650 County Highway 6 ■ P.O. Box 1708 1 Detroit Lakes, Minnesota 56502 USA Instl.lnstr. PN 1009646A 1- 888 - DIAL -SJE (1- 888 - 342 -5753) ■ Phone: 218 - 847 -1317 ■ Fax: 218 - 847 -4617 Cat. Page PN 1009509A E -mail: sJe @sJerhombus.com ©SJE- Rhombus Printed in USA 03/00 Series SP50 1/2" Spherical Solids Handling Manual & Automatic, Submersible Sump /Effluent www.cranepumps.com Sump & Utility Pumps 41 �y Model: SP50 Model: SP50VF Model: SP50A n�ne5 (mm) 8.52 (216) 1.70 3.87 (43) 0 3.28 o 1.85(47) (13) 6.23 p 9.01 O p (158) • (229) 11 (38) N.P.T. DISCHARGE I 120° 9 00 (229) KIFFERENTIAL MPING ON 76 11.76 8' (2 I (221 I 4.3 (1I _,.. OFF 3.06 I 2.95 (78) (60) MODEL NO PART NO HP VOLT /PH Hz RPM NEMA FULL CORD CORD CORD (Nom) START LOAD LENGTH SIZE TYPE CODE AMPS SP50X 112875 1/2 12011 60 3450 A 6.8 20 ft. (6m) 14/3 SJTOW SP50AX 112877 1/2 120/1 60 3450 A 6.8 20 ft. (6m) 14/3 SJTOVV 1. SP50VFX 112879 1/2 12011 60 3450 A 6.8 20 ft (6m) 1413 SJTOW IMPORTANT! 1.) PUMP MAY BE OPERATED "DRY FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND /OR SEALS. 2) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOTAPPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS. 4) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI /NFPA70 AND /OR THE AUTHORITY HAVING JURISDICTION THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE SECTION 1A I CRANE PUMPS & SYSTEMS PAGE 10 DATE 5104 A Crane Co. Company USA: (937) 778 -8947 • Canada: (905) 457 -6223 • International: (937) 615 -3598 I�1��1r► Ial:��_I I C) I" u m v tn Ln _ I Io Q J n W m =1 LL FJ- �7 I I m �° �'n L 4 > > {� a lW ¢ a I n 3 m m z a F- Q m > CD CD Ou ZO I o�n uN,n` NI C L� u C� � O L_iJ (7� I Q a I t' i1 I o ^� 00 a 0 U Io - ^ o o o F � � s 4 Tm III 60MI NOJ W) A191 f- Co 0T o CU M v to �o f-- M (T� o Rl M i- Ln \D I- c)o cT, V v V V v V v V V Lf7 Lr) Lf! n n L!- ? 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