2003-7952 G (Plans) T.
C . 4 90unm SOiLS ENGINEER'S EK I IFIC
1. ALL WORK SHALL BE WITH THESE Pte. THE 1. ALL GRADZIMG SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I, S/MOM I. ' VA110 A
REGISTERED CIVIL ENGINEER IN THE STATE OF "
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL► -
CONSTRUCTION STANDARDS OF THE CITY�F ENCINITAS AND THE SAN DIEGO MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND fJ
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY SHALL APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE 'SUITABILITY
OF ANY FILL MATERIAL. UPON DIRECTIOI BETWEEN THE DATES 2. 1 o AND Z�jy�o ONE
REQUEST FOR INSPECC TION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS COMPLETE COPY OF THE SOILS REPORT COMPLIED
FROM THIS STUDY, WITH MY N
440TVCiti 0qL INALuKrm owVrokm LaT'ftR CA +4104 AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS RECOMMENDATIONS, HAS
BEEN SUBMITTED TO THE OFFICE OF THE CITY
2 • THE SOILS- AEPOA'P T ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS !►�iD 'O t
>.� SHALL !4 �N��ZiZ16 OxIF4R(�
DATED PREPARED BY � , -•� OPINION ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN CERTIFY THAT THE RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR 9 �
I dl BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NIT AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. THIS PROJECT HAVE
BEEN INCORPORATED IN THE GRADING PLANS AND
RECOMMENDATIONS AND SPECIFICATIONS IN SAID REPORT 2 TH -S D31 SPECIFICATIONS. * �, fsrl tts.rr �s /irrfer.�..•../ lJ
Gro mxL D ot
RED �I / • 1.�
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED. SURFACES TO a i ^ csr' SEE L1PDA - CE LE1`'(ER bA11:.A IIrrtO4
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
o PROFESS,� ti �
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
SIGNED: DATE: /o - &! -�� �a��M0NI ` s +�
WITHIN STREET RIGHT -OF -NAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
h� 5 % o �Z
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS , RCE NO.: �Z 3} S EXP. DATE: 11 J�p r a No. 62M
m
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS 7�
EXP- 09/30/0 a G+ t`�'
4.. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN sms -EA
: c�o TE 4 INc. NA
5. CONTRACTOR SHALL INSTALLED Y 5 4 Pow 248 �^ St>r A ��'� NO zc�E _.
L TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3 . ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 7100 A5°J� - O SOaj
PRO�CC Z03A -SD3 Z�1�01 cn W� f s
PROTECT ADJACENT DURING GRADING OPERATIONS. ANYTHING
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
EXISTING PRIOR TO GRADING. DECLARATION OF RESPONSIBLE CHARGE o
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. DER
i. THE DEVELOPER SHALL BE pl pp I)gLE THAT �. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM KAMA"
SGF0VA BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF Z o V IA 0E LuN A •
!ljARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE I
HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CMTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE LAGVNA MIGUEL cA O2L77
SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
94 ,33 - ( o ZZZ °
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
7. THE CONTRACTOR SHALL DESIGN, CONSTR AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALE, BE CUT AND TRIMMED TO FINISH GRADE TO
{
DEVICES, INCLUDING SHORING, AND SHALL )sE RESPOQSIBI•E FOR CONFORMING I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
$ITt AD�KK.E:SS
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF BY THE
CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND GOES NOT j,
AND REGULATIONS. EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
EtIC113 M3
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR DESIGN. F
S. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) itZLE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE THE SEA BRIGHT COMPANY
HOURS OF 5:30 P.M. AND 7:30 P.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE
ROUNDED 4322 SEA BRIGHT PLACE a SGO- 403 -i1
RECOGNIZED HOLIDAYS. IN ACCORDANCE WITH THE GRADING ORDINANCE. �.
CARLSBAD, CA 92008
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL 619/720 -0098 O JNM
9. NO GRADING OPERATIONS SHALL COMMERCE UNTI A F'REGRADING NEETING BE COLLECTED, PILED OR OTHERWISE DISPOSED - OF OFF THE SITE BY THE
� .� LEGAL. DESCRIPTIDIN'
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
BY : R CUVIJ �p � �.} ROWR C O SU" DA TE: w l 241463 LOTS "1 � $ o f %%-try- � t�►�D1� r II\', ys� MA�'� I �+ � • � 3
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
�� RECO MA {2 ,1911
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY OF LOCATION-OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY - SUCH MATERIAL. RCE: Zb 342
EXP. DATE: SI3)06 v
10. PR?OR 117 MAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
PREQARED 8�'
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL p. MpgQp
- THE SEA aRtGA'T G01++tPAt
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE ..
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL A322 SEA� BRiC,HT "C•E
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH
CARl58AD, CA ZOO$
REGARDS TO THE HAULING OPERATION. PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CERTIFICATE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT IRRIGATION EN ORDINANCE AND ALL ADOPTED LANDSCAPE AND iFhx
r16b„'�,•O�8
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
AN GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING 2. FINISH GRADING AND PLANTIM SHALL BE ACCOMPLISHED ON ALL SLOPES I (WE)
HEREBY CERTIFY THAT A REGISTERED SOILS OR GEOLOGIST "MposRAPHY BY:
UNDER PERMIT NO. '[952.. Cs HAS BEEN PERFORMED IN SUBSTANTIAL PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION 0£ ANY SLOPES HAS BEEN
OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY WOM M 61W TAIM tAM SURVEYS
• CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE GRADED BETWEEN OCTOBER 1 AND APRIL 15. AND ADVISE ON THE
COMPACTION AND STABILITY OF THE SITE.
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE ,ZZO ST. S PLAN
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING j • AROSTON CONTROL DATE: ` d SAID DIE
coO GA 9 Z {CJL
OPERATION.
'. 1. IN CASE EMERGENCY YORK IS L , CONTACT XWOEVA514 5M0%iAs I(A nyA S H SE i D VA F H 0
AT ?4I 433 (oZtZ . (24 HOuK s� z e 8th v I A p"E Lu A CONTAc^f = PAY 10 EM44 W tG
1. THE EXISTENCE AND LUCRTTOlI OF UZ"ILI"rY PIPES A" 2. NIGUEL', GA 92L'i7
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE: X1 - 4133 - !62ZZ.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED ,Y A SEARCH OF AVAILABLE AT ALL TIDES DURING THE RAINY SEASON. ALL NECESSARY
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO SZA'TEMEM"r
C9 SIKG N SIM M W"t
EXISTING UTILITIES EXCEPT AS SHOWN ON THE PLANS, HOWEVER: FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
EMINENT. - W_ tJ MIMIGNEb ENGINEER *HMS Tho[T 'T11E W R1. ?Mro MED 1p iRE. eft;%ftV "AU
THE CONT CTOIt IS -REWIRED TO TAKE DUE PRECAUTIONARY MMSURES TO COMPLY wIjK W_ GfiNEQ ALL`J ACCE.PTED S'ND i AND PRACTICES OF'Tt1E.
FA Gi�eER'S
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 3. DEVICES SHOWN ON PLANS SHALL 'NOT BE MOVED OR MODIFIED WITH OUT 'TRADF- OR
PROF'ESS\DN. TN'E irNGiNIER FURT IM AGReXS TKATJK Wott14 PERFORMED yEREM{
SITE. IT IS THE CONTRACTOR'S RES PONS IBILITX TO CONTACT THE THE APPROVAL OF THE ENGINEERING INSPECTOR. aHALL CIE IN ACCORDANCE W 11V1
TW- RUUES � 10EGUL^T%OVIS RE,OUIREA 8y 1"AE. C.1TY Ttw
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EHCIKITAS• ENGINEER A�RE�STH1�rT A>r11 PVrN CNECK gCREVI1rW
PERFORMEb E`ITi{C • 'P�NEMI"C s PII PONT
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO CI of
ENCiNI'TAS IM I`IS QA1%C11 A5 A PUBLIC EWT TV FORTNE PLANS PQEPAZED ayT41E t`•�• F ceRJ'► 'T G. -•T OF �RKTE
NOTIFICATION OF COMMENCEMENT OF WORK. WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH 6N61KEER 15 McM A MTF_RMiNACT%A W
TW C TY OF E.N CIMITAS OF 1VF_ 1LC}1N1CAL-
RUN-OFF PRODUCING �IN
RAINFALL. SU�IC16MCY OR 1kMQuACy OFT}1E ORI7E%". ANDI'S'TW*EPMR_ MS W �LIEVW FG �1NiSi�ED GOl1�RF:S'� l�5. \ SURF
A. SEWERS - CARDIVIP SAW MAtTJO14 V\MICT - 160- b33- ZT12 Tw ENGINI;EK OF MsPON51B\1.1"1 Io.Ti VL.AH of DE5\" OF 1MPR0\1EI_LJTs
BASED - r -W 'TOP OF *AU-.
5 THE CONTRACTOR- SHALL INSTALL ADDITIONAL EROSION CONTROL Tf'rER.EON• T012- ENGII�MeXZ AGREES 110 )NDPIANiF`/ AND VOW VOAML-E.SS
TAE CiZTi 0� 1•F' 'TOP OF FOCSTiNG
B. GAS i ELECTRIC - SDG� %:6-46 5.
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED i AC4HI MID 1TS0�1~iC�Rs, Ac•G.NTS, AND EtA?WNE.ES FROM PROPEtry UAM�E.ORmtAL�1
C FILL L.IAt� �. 0°�"' 1✓X�St1N�
C. RATER - SAA MI rTO Wt TEQ S'TK% 1 - $00' 4ZZ. =4133 GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ANO i"Ot K-E
N�fS M?MYEES Ac TiN W 1W4 TW_ CMW.4E AND � sucM 61 '''� ' P R.oPo SEn G013"CBVR 2 =z RE�A)NING UJAI.L
C T,60 - �o� & so 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY AP•NCY AND EMPLOYMENT AND AVE SING OUT Or-Tiif WRY- PERF-0KMe.
3 Vy 11W_ ENG14eZZ .
D. TELEPf10NE - PACIr-LG SEW - "160 -Qt_8 - 3Z O Eti PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED D A-�
_SAN DIEGMTO WA R VIST�Z T %d 'TE
WATERS CREATE A HAZARDOUS CONDITION. RBI ' - h ZZ 03
' F . _;;a:� f- : �� � ��,' ,,, ��" �I. RF.VtwJ ofi "�4i \ s gi►AN By 1 1W4 T3tE c�tJ 1 T 0 wATFSt DiSTR1CT
DDES No's' cm
E•. CABLE TV - AOeL f"IA. CASUe '►b0 731 - � OOp R oaE R1 O. SuKUP RC.EZ830Z '>'�G�kQSe sU,, l�R EPTZGS>r
NTA - TIC�►� AS - TO - TAE ACCURA `T NE. tACAT18N OF, ORTf1 EXISTENCE Ojt,
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING TWE SEA �R�GH'T COMPANY - `
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PLAN SHALL BE INCORPORATED HEREON 43Z?-!SEA %R16NT PLAC -E s
NW 6XISI -E OT, ANy UNDERGROUND LrTIL•1Ty P\P1= OR. ZT RUC'Z URE w1TNIN 7H+c
PRIOR TO BEGINNING ANY-WORK ON THIS PROJECT. PHONE: 760/633 -2770. CARLSSA� , CA 0)Za09 % VAN Zido= , zo 00 � � ..LI
0F'%X5 pR0•S1SCT .
8 . GRAND AREAS AROUND THE PROJECT PEKMETER MUST DRAIN AWAY FROM ARTHWORK: I i-0e AV- EXt►S'C IN C, FgCtL.1T\65
wrt tC�'1 M�1Y A'FFEaCC 1FTRtAI �E.3tGN , t.lE. � C12pS,S1 *3 UtalE
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY
PARAt.LE.L.xN�, 0V.PRfJpOSEtb cat4W- c'Si01J SHAu. QE F1E.1 -D �E.Q1FlE�. A,I.L EX15T1N6 09,
INSPECTION. PHONE: ?60 /633 -2770. ALL-WORK PERFORMED WITHOUT
pkoposED tr('1ul GRoss)MGS Wi'CH10 10 FES dv- PRaPosm wo'Naer, MAINS ZtIALL @E Srm)w
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE CUT
ON IM M ONEMEIJT PLANS . ELECMNC.^L. AM b 1 5SU3eR. To r tOSS Uk3M.R. W �i ER L_
MA)" w� f.SS
END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY �d� C•Y •
q. 011;1.1.• UN�Q6ROClaIj J�t�c FO>Z 1w1ARiCOIr'C i•a40 -QZZ� g 133 ��� s (� G1VE1J wRtTTEN Y'ERM\551p1�1 ey SAN
p1E W a;EQ. D \STR\�"T. _
FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL C.Y. 3. C,0wTRAC'COQ, AOD OWNER. ARG R F_%
9%%IbLjE •To RELACKM ANDJ AL[STL3ST T0-60I0E APY
RONMENTAL DATA BE REMOVED AFTER EACH RAINFALL 1EXPORT 0 3 1 00 C.Y. Ex1s'TIMG LOAFER FAc 1t. - CFIRF HyDRART, �'lt ,
v q`.vtr s, VALVE S0)M5 W{�1Ctk 1s
AP r_*CTEO B*1 'THEIR PRosEcC. ALL. AFr W A NIEr2 rAIC1L1T1ES mgsrt MESS CbRQEMT
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE REMEDIAL GROPING � I �O C•y. AS D >AEC - tn 8y
sot LS �G1N�, SAN o1E�uIT WrcT�.Q. D1S'T sT ANbA2D S. IF F ^011 -1713 p0 W MEET STANpAQps,
• • EFFECTIVE COVERAGE OF GRADED SLOPES (90i COVERAGE) PRIOR TO * EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL
BASIS AND 'THEN TASY S ZE UPG RAOEb To "kP wT 5`AN D^R.Ds K Ttke OWNER.s E.XPE 1' 1 S t .
1 }Steepest Ex�rsfirrg Natural Sl ope On-Sit 2• � NOVEMBER 15, THE SLOPES SHALL B E STABILIZED WITH PUNCHED STRAW ARE UTILIZED FOR
PERMIT AND ENVIRONMENTAL PURPOSES ONLY.
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES,
SHRINKAGE AND/OR
4 ' UTIL1TiEs T 1A CkI TAIN MINIMUM S SX- E PARATI8N w"z)a PARALLe_L1NCo wM. 5s"XIM.
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF SWELLING FACTORS. b• M 1101 M UM %� 0Q.%zOLYTAt SEPAPATI8W
M 10r_esT %mAuj9 So5TWeeM FIRE Ny0P1AwTTS
2) Maximum Vertical Depth of Cut = (I CONSERVATION . AWD SAU D1E� bas ADD G LEcT1L�c vAu CT S . _ W
to. ALL WATeR, Sr 1v Se CAk1VMMCTeD CXAAR. OF DZI74SWI YS WO �. tTtTlFSt.,
3) Maximum Vertical Depth of Fin = ? _ TRANe WA YS. wA'T m ms LS Muse se IN FRCS 0r� TH>c. PAkze , Tt1E ARE
z M\ 1M z
45 AN IDIEGURO WA btST E"UNI't 'FIKe DEPARTMEWT PLANK INS * %U11_A►NG aE'? AR.T ME�NT
4 Ave c`lr _ 1
UJ
rs De of Cut I oco x • 400c3 s.F � ?• 2
5) Averag of Fil Mcc x27 1000 S•f = 41.3 flh�E -
_.
g Depth y ' E By w w L
E
. _ �.� Z -
51t'N N''ru12G EX P 3 21► AR S FRbM loom S1G�t ED �' r
AA"T C9 C )
REVISIONS APPROVED DATE REFERENCES DATE INCH �]�( SCALE Z � •
SPECIAL DISTRICT APPROVALS CITY OF ENCI NITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Ld Q C
vc- 0033 Et $.U31 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE
I.Z MI•SOF IW-OF SAN EUi-7 AVE 4 n I RE SiD eN T IA L GRADIVAG PLA14
KILKEmml pQ. AL.ONcb MANcAS-.rTSjt HORIZONTAL - DATE: 6 03 BY: A A /_ BY:
- 44. V , 9 -
SEF'1 D�f KES 1 p�KC� S
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Y Or- S.D. B.M. N A. - R.C.E. No.: 20302 3 !� p¢ OX
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VERTICAL DATE: 3 o DATE: e
ENGINEER
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A
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE SPECIAL DISTRICT APPROVA CiTY OF ENCINITAS PUBLIC
WORKS DEPARTMENT DRAWING NO. W Q 0-
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV RE - smet 1-T IA L. G'Rp UNG PLAN
" _ ' t: t4 43 BY: �S t-►
HORIZONTAL L IP .{� DATE : BY: SEF tp�1ASN RESIb 1 �52-
N.A 1�6 ®• R.C.E. NO.: 3? DATE: 3/ 7I / 0 4 DATE: 3 '� /�� 212FOTZ171�
VERTICAL ENGINEER SHEET Z, OF q
ROBEi C O SUKUP EXP. 3 31 06 R.C.E. R.C.E. WORK PROJECT NO. QL - 0O5
a
NoText
GENERAL NOTES CONCRETE FOUNDATION/SITEWORK LATERAL SHEAR NOTES REVISIONS BY
( 2001 CBC : SEISMIC ZONE 4 ► {
1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL 1. ALL CONCRETE SHALL CONFORM TO THE '.ATEST EDITION OF LUMBER /CARPENTRY
FRAMING FIR
RS
1. THE FOUNDATION DESIGN IS BASED ON THE FOUNDATION
22. FASTENING OF MULTIPLE MEMBERS. DOUGLAS FiR -LARCH
VERIFY ALL DIMENSIONS AND SiTE CONDITIONS BEFORE STARTING THE CALIFORNIA BUILDING CODE. DOUBLE t TRIPLE JOISTS; INVESTIGATION BY
SOIL REPORT SUBMITTED: # AT 16' 0.0
1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE
WORK. THE ARCHITECT OR E� /1C. SHALL BE NOTIFIED 16d NAILS AT 12' 0.0 STAGGERED (BOTH SIDES FOR TRIPLES). 1.
2 LAYERS S/8' BLOCKED DRYWALL WiTH 6d GOOIER NAILS AT 9' O.0 AT
2. CONCRETE SHALL BE DESIGNED AND TEST'S AS OUTLINED IN WiTH THE STANDARD GRADING RULES NO.16 FOR WEST COAST FOUR, Pte' GEOTEK,
INC. EDGES i FIELD AT BASE LAYER, 8d COOLER NAILS AT 7' 0.0 AT EDGES » ••• 125 PLF
OF ANY DISCREPANCY.
THE SPECS. PROJECT N0. 2034 -S03 AND FIELD AT FACE LAVER
LUMBER AND CBC STANDARD N0. 23 -1. 1/2 DIA. M.B'a AT 18 0.0 STAGGERED. DATE
2. DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES 4X OR LARGER BEAMS; FEB., 16, 2001 » 50 PLF
3. ALL CEMENT SHALL CONFORM TO ASTM C -180. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE 2. 1/2' DRYWALL
WITH 5d COOLER NAILS AT T' O.0 AT EDGES AND HELD
SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL 1/2' DNA. M.B'a AT 12' O.0 STAGGERE>;. (TABLE 25-1 CBC)
TABLE- 19 -A-4 REQUIREMENTS FOR CONCRETE PRESSURE TREATED DOUGLAS FIR OR REDWOOD. 2, THE ALLOWABLE SOIL BEARING VALUE IS
2000 PSF FOR 58 PLF !
NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN EXPOSED TO SULFATE- CONTAINING SOLUTION 9. S /8' DRYWALL WITH 6d COOLER
NAILS AT T O.0 AT EDGES AND FIELD CONDITIONS ARE NOT SHOWN OTHERWISE. W 23• ALL ROUGH OR RESAWN BEAMS +NNE TO BE FREE OF CONTINUOUS
FOOTINGS. (TABLE 25-1 CBC)
3. HOLES FOR BOLTS SHALL K BORED WITH A BIT 1/37 TO GRADING STAMP LABELS AND FREE HEART CENTER. 63
PLF
AGGIMUTI: i1°°RE 1/15' LARGER THAN THE NOMINAL BOLT DIAMETER. 4. V2' DRYWALL WITH W COOLER NAILS AT 4' O.0
AT EDGES AND HELD
3. NOTES AND DETAILS ON DRAWINGS MALL TAKE PRECEDENCE M" a 1 (TABLE 25-1 CBC) f
SULFATE SULFATE (SO4 )IN CEMENT �.� r Nait 2
s md w 4. ALL HANGING JOISTS ON
STS SHALL BE HUNG WITH SIMPSON 3. ILL SITE PREPARAT, EXCAVATION AND COMPACTION SMALL
OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO EXPOSURE SOIL, PERCENTAGE TYPE 1111001018 Itaft. ti 0011 4. ALL BOLTS SHALL BE RE- TtGfITENEO
PR DR TO APPLICATION S U.N.O., AND SiMPSON 'I 73 PLF SIMILAR WORK ON PROJECT.
DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO BY WEIGHT moo++►- 'b+++al si+t �"'g°t' 'LUS' HANGERS FOR TJI'a, U.N.O. BE
DOLE UNDER THE SUPERVMM OF THE SOIL ENGINEER. 5. 5/8' DRYWALL WITH 6d COOLER NAILS AT 4' O.0 AT EDGES AND FIELD
Ma++�e►- conor.b CeAe"�►a• r4 OF PLYWOOD, PLASTER, ETC. (M
(TABLE 25-1 C)
Negligible 0.00 -0.10 - - MMG - 25. ALL BEAR WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED 4. SEPARATE
PERMITS SMALL BE OBTAINED FOR ALL FENCES 6. 1/2' BLOCKED DRYWALL WiTH 5d COOLER NAILS AT 4' O.0 AT EDGES ----» 75 PLF i
S. STRUCTURAL MEMBERS SL NOT BE CUT FOR PIPES, ETC. AND WALLS, AS REQUIRED. AND HELD. (TABLE 25-I CBC)
'
4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS N: N, IP (MS), 15 WITH DOUBLE JOISTS OR SOLID BLOCKING UNLESS NOTED OTHERWISE.
Moderate 0.10 -0.20 (MS) 0.50 4,000 UNLESS SPECIFICALLY NOTED OR DETAILED.
OF THE 2001 EDITION OF THE CALFORNAI BUILDING CODE, 26. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.NN.O 7. 5
/8' BLOCKED DRYWALL WITH 6d COOLER NAILS AT 4' O.0 AT EDGES N PLF
AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHO NG S PLACED ET JOIS 2T. ROOF SHEATHING NI TO CONTINUE UNDER CALIFORNIA FRAMING,
TYP.
Severe 0.20 V 0.45 4.500 6. 2X SOLID BLOCKING BE PC BWEEN TS OR 5. PROVIDE NON - EXPANSIVE FILL AS REQUIRED TO
LEVEL PAD. AND FIELD. (TABLE 25 Ca,)
RITY OVER ANY PORTION OF THE WORK, INCLUDING THE Yery V Olds RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED, 8.
T /8' STUCCO OVER APPROVED LATH WITH 16 GAUGE STAPLES
Myer# OVER 2.00 � 0.45 4,300 28. APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX -OUTS, 6. SURFACE WATER WiLL DRAM AWAY
FROM BUILDING. DR AINAGE ..»_».180 PLF
STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND 1 - lower water cemen titious materials ratio of hWw strength maybe T. CROSS - BRIDGING SHALL
BE PROVIDED AT 8'-0' O.C. MAX. FUR -OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY SHALL BE 2% FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT V
O.C. AT TOP AND BOTTOM PLATES, EDGES OF SHEAR WALL, I
THOSE CODES AND STANDARDS LISTED IN THESE NOTES requked for low permeability or for protection aeaMat corrosion of
AND HELD (TABLE 25-1 CBC) j
embedded items or freezing and thowing(Table 19 - - 2) FOR ALL FLOOR JOISTS OVER 10' IN DEPTH AND ALL ROOF INTERRUPT CONTINUITY OF THE
PLYWOOD. AT 1S (MIN.) FROM REAR OF BUILDING TO STREET. »-».. »260 PLF
AND SPECIFICATIONS. E - Seawater. JOISTS OVER 10' DEPTH. U SOLO BLOCKING OR AN
M en 29• PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS 9. 7/8' STUCCO OVER APPROVED LATH WITH
16 GAUGE STAPLES AT 3' O.0 cc
3 - Pozzolan that s be deternMrnd by teat sere! -a record to reprove NAILS AT 6' O.0 AT COMMON WITH SHEAR
WALLS. 7. THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION AT TOP AND BOTTOM PLATES, EDGES AND 6' O.0 AT FIELD. W
5. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL suNste resistance when used in concrete contakWig type 5 cement APPROVE RID
D TYPE METAL BGING W
4. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C -33 SO. PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE
WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN ICBO REPORT N0.1254 NOR EQUAL)
OR ALOWABLE FAILURE TO COMPLY WiTH THE PLANS AND ' STRUCTURAL PANEL WITH 80 Z
FOR STANDARD WEIGHT CONCRETE AND A °TM C -330 FOR LIGHT S. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL I OR C-0 NAILING AT 2 O.0 AND
AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING 10. 3/8* WOt>d E /8 AND S I O.0 AT HELD (TABLE 234 CO CBC) �M PLF Q
SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE AND
WEIGHT CONCRETE. 31. DOUBLE TOP PLATES w /MM. 48' LAP SPLICES TO BE PROVIDED w /MM 8. PROVIDE 6 MIL VISQUEEN U.N.O.
UNDER SLAB (EXCEPTION: GARAGE _ Z
IS AMBIGUOUS MUST BE REFERRED TO THE DESIGNER OR CONFORM TO PS -1 -95. EACH SHEET SHALL BE INDENTM=EO 11. 3/8'
WOOD STRUCTURAL PANIEL WITH 8f! COMMON NAILS AT 4' O.0 AT
ENGINEER FOR INTERPRETATION OR CLARIFICATION. 5. ALL AGGREGATE SHALL BE COMPARABLE TO 'SAN GABRIEL (8) 16d's PER TOP PLAT E SPICE.
SLAB AS RECOMMENDED BY SOILS REPORT). EDGES AND 12' O.0 AT FIELD (TABLE 23 -I-4 -1 CBC► •. --•. -M PLF 0 Lu 1- O
' BY A REGISTERED STAMP D.F.P.A OR A.P.A. ? WITH 8
WOOD STRUCTURAL PANE J W � G
VALLEY' AGGREGATE. THE SHRINKAGE SHALL SE AS PER ASTM '' ..� 32. TOP PLATE BREAKS ARE SHALL OCCU9 OVER A STUD OR POST.
2. 8' EL r COMMON NAILS AT 3' 0.0 AT
6. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS C -157 WITH THE AVERAGE DRYING SHRIM�A3E AT 28 -DAYS `' 9. ALL HOEDOWN
ANCHORS, POST BASES AND HOEDOWN BOLTS SHALL 1 EDGES AND 12' O.0 AT HELD (TABLE 23 - 11 - CBC) 490 PLF 0 4ICK 9 ftL BOLTS BEARING ON WOOD SHALL
HAVE STANDARD CUT
FOR PiTS, TRENCHES, ROOF OPENINGS. DEPRESSIONS ETC, NOT EXCEEDING 0.04%. BE TED INTO PLACE PRIOR TO FOUNDATION INSPECTION.
O < N 00
NOT SHOWN ON STRUCTURAL DRAWINGS. WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 33. SOLD BLOCKING BETWEEN PERPENDICULAR JOIST AT
BEARING AND AT 13, 3/8' WOOD STRUCTURAL PANEL WITH 81 COMMON NAILS AT 2' O.0 AT CC U a
6. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND - SHEAR WALLS. EDGES AND 12' O.0 AT FIELD (TABLE 23-1 --1
CBC) 640 PLF _
10. PLACE 20' -0' REBAR IN FOUNDATION AT SERVICE LOCATIONS. H- < acs M
10. ALL METAL ANCHORS; FASTENERS AND CONNECTORS ETC. F+
T. VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT CEMENT TO NOT MORE THAN THREE PARTS SAND. 34. ALL EXPOSED BEAMS AND HEAVY TRABER
RECOMMENDED TO BE 0 Z :r ° D ,
MPSON STRONG -TIE (TM). N STUB UP ROAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. U. 1/ 21OR 1'5/32; WOOCD STRUCTURAL
PANEL WITH 101 COMMON NAILS AT 2' T
O.0 A
BEEN CONSIDERED BY iJlOp'N+E /I4 SHALL BE FROM SI SUBSTITUTIONS FREE OF HEART CENTER. � »»»» "770 PLF
T. ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS.
►INSERTS, ETC. MUST BE PRE - APPROVED IN WRITING BY ESI /FME. . , FE TO THE FOUNDATION R EDGES AND 12 O.0
AT HELD (TABLE 23-11-1 -1 CBC) _
35. ALL ISOLATED POSTS AND BEANS TO HAVE STMPSON PB'a AND / OR 11 FOR THE LOCATKM OF CONTROL JOINTS RE
� tL
S. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHALL BE SECURELY TIED IN PLACE PRIOR rO POURMG CONCRETE. r, ALL STRUCTURAL LUMBER SHALL
BE DOUGLAS FiR -LAAM. BC's MINIMUM, UNLESS NOTED OTHERWISE. PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0' O.C. EACH WAY 15. V21OR 15/321 STRUCT, 1
WOOD PANEL WiTH 101 COMMON NAILS AT 2' O.0 AT CO cc of
Z --
SHORING, TEMPORARY SUPPORTS, ETC, IS SOLE RESPONSIBILITY IS RECOMMENDED. EDGES AND 12' O.0 AT FIELD (TABLE 234+1
CAC) »-- 8TO PLF ap t = t
OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY
8. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET In MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES 36• ALL 8IMPSON HD, PA, AND CB
HOLDOWNS TO BE FASTENED TO CO CL U_
I
01%W i1G, THE CONTRACTOR IS RESPONSIBLE FOR THE FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. UNLESS NOTED OTHERWISE : 4x4 POST MIN.,
U.N.O. 12• DRIVEWAY PAVING SHALL BE 4' PORTLAND CEMENT CONCRETE. NOTES: on I
37. ALL EXIE'FRiOR WALLS ARE TO BE SECURED WITH M 1/2' DIA. 15 SACKS MM.). A. WOOD STRUCTURAL PANEL: MAIERiitt
APPROVED BY APA, PFS /TECO OR PiT'TSBURG
STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION 9. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND M. . x 10'
TESTING LABORATORIES THESE VALUES ARE FOR DOUG -FIR LARCH c
2X4 STUDS (UP TO 101 ...... 'STUD GRADE' OR OTTER ANCHOR BOLTS AT 72' O.C.. U.N.O. PROVIDE 5/8' DIA. ANCHOR BOLTS
OF ALL SHEAR WALLS. ROOF AND FLOOR DIAPHRAGMS PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO 8E CAST 2X4 STUDS (OVER 10'1...»».. 'CONSTRUCTION GRADE'
AT ZONE 4. 13. FOR POST- TEINSiON NAB, REFER TO APPROVED PLANS OR SOUTHERN PRE. OTHER LUMBER SPECIES MAY DIFFER IN SHEAR CAPACITIES.
°o
AND F#ASH MATERIALS. HE SHALL PROVIDE THE NECESSARY INTO CONCRETE AND FLOOR DEPRESSIONS, PITS, ETC. 2X PLATES i 3X PLATES..._ 'STANDARD GRADE'
OR BETTER PREPARED BY OTHERS. B. PROVIDE 2X BLOCKINIG AT HORIZONTAL WOOD STRUCTURAL PANEL PANEL JOI I
BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION 10, SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANS 2X6 STUDS ....... » ».»»..». ».. »..».. N0.2
38. ALL INTEmOR WALLS TO BE l) WITH SHOT PM PER U. M C. WHERE vrooD STR Mt PANEL IS APR® ON BOTH FACES OF WALL AM Wk SPACING r-
ION
OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS 2X JOIST NO.2 MANUFACTURER 'S RECOMMENDAT*i:, U.N.O. CALCULATIONS GOVi N INIMUM
SLAB REINFORCEMENT AND PAD REQUIREMENT SNAIL UCT 4 LESS THAN 6' O.C. PANEL ,JOWS SHALL BE OFFSET TO FALL ON DFFERENT FRAMING
i
JOINTS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. IN ALL CASES, RECOMMEND RAMSET/ REDHEAD 1516D AT 24' O.C. CONFORM TO THE
SOUS ENGINEER'S RECOMMENDATIONS, U.N.O.. MEMBERS OR FRAMING SHALL BE 3x OR WIDER AND NAIS STAGGERED ON EACH SIDE.
TO THE SiTE BY 9WPME 11C. SHALL NOT INCLUDE INSPECTION MAUS AM STR94GM PER ICBO REPORT N0. 1147.
z
OF THE ABOVE ITEMS. 11. ALL STRUCTURAL CONCRETE
Pc ' 3,000 4X10 AND SMALLER ..........»».» NO2 D, FOR SHEAR WALL S QTO® USE THE FOLLOWING:
UR
F' • 2.500 P� 4X12 AND LARGER ......... » ». » »» N0.1 MASONRY
ALL SLAB -ON -GRADE 39. ALL CONVENTTONAt FRAME PORTIONS OF STRUCTURE ARE TO BE 1) USE 3x MUDSILt-
9. CONTRACTOR SHALL INVESTIGATE SiTE DURING CLEARING AND F'K: - 2,500 PSI 6X AND 8x..».» .» »..». N10.1 CONSTRUCTED PER SECTION 2320 OF
THE CALIFORNIA BUILDING CODE. U.N.O. 2) USE 3x MEMBER 0 PANEL JOINTS 9 HORIZONTAL BLOCKING
ALL CONTINUOUS FOOTINGS AND PADS POST AND TIMBERS.... NO.1
EARTHWORK OPERATIONS FOR FILM EXCAVATIONS OR BURIED L ALL MASONRY WORK SHALL CONFORM TO THE LATEST EDITION 3) EDGE NAILING
MALL BE STAGGERED
ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENCiTFi ROOF PLANKING AND DECKING..COM.DEX.
STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, 28 - DAYS. BOARD SHTG. AND STRiPP1NG- SUITABLE FOR WE USE. 40• ALL SHOP DRAINING$
ARE TO BE RE'4 BY THE CONTRACTOR AND THE CALIFORNIA BUILDING CODE. E. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS 0 SHEAR WALLS ONLY.
ETC. IF ANY SUCH STRUCTURES ARE FOUND, IC THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER REVIEW.
♦..�
11 ALL CONVRETE WITH F'c GREATER THAN 2.500 PSI SMALL F. 2' x 2' x 3/18' STEEL PLATE WASHERS A¢ FIE(R>fRED
ON EACH ANCHOR BOLT (CBC SECT. 1B06.6.1) �N E
AND THE SOIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 1991 NOS STRESS VALUES FOR DOUGLAS EM- LARCH: 41. TRUSS MANUFACTURER TO PROVIDE ALCULATIONS,
SHOP DRAWINGS, 2. CONCRETE BLOCK SHALL BE OF SIZES SHO ON ARCHITECTURAL �
HAVE SPECIAL INSPECTION PER SECTION 1701 OF THE CALIFORNIA DRAWINGS AND /OR CALLED FOR N SPECS. AND CONFORM TO
Py O
10. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT F PLACED ON BUILDING CODE UNLESS NOTED OTHERWISE. SINGLE /REPETITIVE DETAILS, TRUSS HANGERS,
BRIDGING AND ERECTION BRACING. W Z
2X4 02: Fb 1315/1510 PSI ; tv PSI E 1.6x10E ASTM C90 - B6, GRADE 'N NORMALWEiGHT UNITS WITH MAXIMUM ALL ROOF
AND FLOOR SHEATHING TO BE EXPOSURE 1 OR EXTERIOR
FRAMED FLOURS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN 13. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIIMRIM OF 4' 2X6 02: Fb- 1140/1310 PSI
42, PROVIDE DOUBLE 2X BOLE PLATES WiTH SOLE PLATE NAILING AS LINEAR $~AGGE OF 0.06 S Vm - 1500 M GROUTED (TABLE 23 - - AND 23 CBC)
LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING 2X8 #2: Fb- 1055/1210 PSI SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2'
LIGHT WEIGHT REINFORCED CELLS.
OF SLUMP PER ASTM C - 143.5 SACKS OF CL'MENT PER ^URA "tOOD ARlCTUR r 1
STRENGTH. 2X12 *2- Fb- 875/1005 PSI �1
AND /OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESN(AN YARD (>F CONCRETE. CEMENT ASTM C- NI ROOF: JOIST SPACING
EQUAL TO OR LESS THAN 2r O.C: 118 /32 W 8T AL PANEL Pi 24/0. Sii i PE 1 un 2 2X10 #2: Fb- 965/1105 FSi CONCRETE USED AT THE FLOOR. 3,
MORTAR SHALL BE COMPOSED OF ONE PART PORTLANND WITH !d': AT 6' 0.; AT EDGES AND BOUNDARIES, 12' O.0 HELD. V �V
11. CONSTRUCTION DOCUMENTS DENTIFED AS IM SET' ON ANY OR 2X14 #2: Fb- 790 / 905 PSI 43. WHERE BOTH TOP PLATES ARE BROr:E N, B'TRAP
WITH 876224 MIN. U.N.O. CEMENT AND THREE PP.4TS SAND AND NOT LESS THAN V4 FLOM . Jt>1ST 111FACi116 EOM TO ON LESS THAN 1i' O.C: 1!!37 WOG' STRUCTURAL *AiEL
TtG 81' '3,
4i,. _SHEETS MAY BE SUBJECT TO REVIEW. TW, REVIEW MAY RESULT STRUCT, STEEL 4X6 #2: Fb 1140 PS; 44. COMMON NAILS SHALL BE USED FOr ALL
PLY SHEATHING TOP RATE SPLICES 9 PART NOR MORE THAN 1/2 PART LIME PUT TY FOR TYPE '8' Pill 32/16, w /10d's AT 6' O.0 AT EDGES AND BOUNDARIES, 10' O.0
FIELD. W
M CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE t 4X8 02: Fb- 1t40 PSI MORTAR. MINIMUM COMPRESSION STRENGTH TO
BE re - 2000 Z
THE DEPICTIONS OF !0.L MISCELLANEOUS FABRICATED METAL PRODCDT'S SOLE PLATE NNtILING. ALL HARDWARE SHALL_ BE INSTALLED WITH NAILS
JOIST SPACING EQUAL TO OR LESS THAN 20' = 19/31' W'OiOD STRUCTURAL PANEL TiG SHTG � •
4X10 #2: Fb- 1050 PSI , PSI. PI 40/20, w /tOd'a AT 6' 0.0 AT EDGES AND BOUNDARIES, 10' O.0 FIEL
ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN SKWN HEREON ARE NOT INTENDED TO BE USED AS FABRICATION 4X12 #} Fb- 1100 PSI
PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. r ,
NO 'SAO SET' DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS SHOP DRAWINGg, THE METAL FABRICATOR SHALL BE RESPONSIBLE 4X14 #1: Fb- 1000 PSI
4. GROUT WX SHALL BE COMPOSED OF ONE PART PORTLAND JOIST SPACING EQUAL TO OR LESS THAN 24' 04, 23/32' WOOD 81 TURAL PANEL TO SHTG, W r �
4X16 #'k Fb- 1000 PSI CEMENT TO 2.1 TO 3.0 MAX PARTS SAND AND NOT PI 48/24, w /t 10
0d's AT 6' O.0 AT EDGES AND BOUNDARIES, ' O.0 FIELD.
W SET' ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL 6X10 #1: Fb- 7950 P81
LESS THAN TWO PARTS PEA GRAVEL, MAX. GROUT LOFT = 4` -0' _
12. ALL
DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. NATIONAL, STATE AND LOCAL CODES AND POL ►CIEs AS WELL AS THIS GX12 #1: Fb- 132T PSI
GLULAMSMR ■ O�a BL K T REQUIRED WEIGHT CONCRETE W
P K SUP V D SUBFL N GUARD RAILS AND HANDRAILS SHALL BE DESIGNE TO W D ITHSTAND
SPECIAL INSPECTIONS SHALL BE REQUESTED FOR HICGtI LIFT
AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND ANY OTHER
A LATERAL LOAD OF 20 POUNDS PER LINEAL FOOT APPLIED HORIZON- INDUSTRY STANDARDS. ALL METAL FABRCCATIO.1 DESIGNS ARE TO BE 12. ALL NAILING TO BE
PER TABLE I ►UMBER 23 -I-9-1 OF THE LATEST GROUTING. MINIMUM COMPRESSION STRENGTH TO BE ft -
TALLY AT RIGHT ANGLES TO TOP RAIL. 150 PLF FOR COMMERCIAL) SUBMITTED TO AND APPROVED BY THE LOCAL BUILDING INSPECTION CALIFORNIA BUILDING CODE, UNLESS
NOTED OTHERWISE. 1. ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1 -1/2' 2000 PSI. ESPECIAL INSPECTIO)!i
13. THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER DOUGLAS FIR LAMINATIONS. COMPINA T:ON 24 - F PER AITC.
DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION 13. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS 5.
PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY SPECIAL INSPECTIONS PER UBC C HPTER 17 BY A REGISTERED DEPUTY CIO
FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE ALL DIMENSiONS, DETAILS, ETC., SHOWN HEREON ARE INTENDED TO 13E OVER TWO OR MORE SPANS WITH
FACE GRAIN PERPENDICULAR TO 2 IND. APP. GRADE: Fb PSI; Fv =165 PSI: E- 1.00 PSI GROUTED CELLS IF GROUT LIFT EXCEEDS 4' - 0'. BUILDING INSPECTOR
APPROVED BY THE ENGINEER AND THE BUILDING
IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS SCHEMATIC AND THE DESIGN 18 TO BE VERIFIED WiTH ALL AFFECTED SUPPORTS (UNLESS SHOWN OTHERWSE). STAGGER
ALL PLYWOOD 3. INDUSTRIAL APPEARANCE (GRADE SHALL BE USED, WITH DEPARTMENT SHALL BE REQUIRED FOR THE FOLLOWING WORK: {
ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SUBCONTRACTORS, FIELD CAN, AND THE REQUIREMENTS OF ALL PANELS A MINIMUM OF 4' - 0'. MOISTURE
CONTENT BETWEE 7 - 14 PERCENT, UNLESS S. ALL REINFORCING SHALL HAVE !A MINIMUM COVERAGE OF V2' GROUT. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, TEST STRENGTH
{II
SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. T. BOLTS SHALL BE GROUTED WiTH Y OF GROUT BETWEEN BOLT LOCATION, REMARKS.
ETC.
GOVERNING AGENCIES AND FABRICATION STANDARDS. 14. WHENNEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES 13 REQUIRED, NOTED OTHERWISE.
14. SLAB ON GRADE REQUIREMENTS TO BE PER THE SOiL ENGINEERS FABRICATION AND ERECTION OF STRUCTURAL GTEEL SHALL BE THE LATERAL BRACE MUST END ON
AN EXTERIOR BEARING