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i I WARREN W. SCOTT
_FAMILY,YMCA SITE
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� � . Architecture
v 4405 Manchester Avenue
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Suite 101
Encinitas
'T' HALL \ California 92024
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O CITY OF ENCINI'7'E1$
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NE 15 ; /�` , Y • u Community Development Depaii went
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407 5g A.C. PAVING F O TENNIS COURT / \ \ I !>✓EP I (619)633-2710 -
CONCRETE CURBS Z , ` �; • , ,
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CONCRETE BLOC IC �' $US . Tp• / /' Aj" h1EW Haw
NEW TRASH ENCLOSURE _ 8.5 ', ,� . w/ _ I' aw
WITH METAL DOORS �, PARKING 71'P.;
ROLLER HOCKEY � . . .TENNS COURT
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AND ICE/SODA MACH. CABINET E F LOCKABLE FULL HT.RAGsE DBL S. S. SINK W/ SAFE SET IN CONCRETE GREASE TRAP FLOOR
BELOW
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42" NT. SERVICE 36' X 84" • • • • •
COUNTER W/ LOCKABLE COUNTER TOP lW! Iro GA. HOLLOW METAL
ROLL-UP DOOR CABINETS ABOVE DOOR ANT:?.FRAME
AND BELOW:.. W1 LEVER HARDWARE' •
• • • •
AND DEAD BOLT LOCK WARREN W. SCOTT
- -- - - -
Architecture
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1 ——— 4405 Manchester Ave ue
I I COFFEE Suite 101
Encinitas
D18PLAY RACKS FOR 1 MICROWAVE
@ @ SMALL SALE ITEMS
California 92024
11 i i HOTDOG WARMi R 619.943.8180
MENU AND PRICING, FAX 619.943.7377
DISPLAY BOARD AF3OVE SUN WARMER �n
OPENING 1
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42" HT. SERVICE TWO RISERS '
COUNTER W/ LOCKABLE COUNTER TOP W/ T MAX.
ROLL-UP DOOR CABINE73 ABOvE
AND BELOW
CONCRETE LANDING
NOT MORE THAN 1/2
ap�"Q
FUTURE CT. GRILL BELOW DOOR THRESHOLD
W/ EXH ST OD
4 ABOV
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30'-O' NEW WALLS, 2x4 STUDS
—. e16' Q.C. UN.O.
a New
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FLOOR PLAN »_
Building
i/4 -1 0 � n Encinitas Little League
-- - Ecke Field
Encinitas
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WARREN W. SCOTT
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Lr 4405 Manchester Avenue
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� C,�a � Q Suite 101
I - .`� 1 X� 4� X I Encinitas
I �r �r Q 0 v I California 92024
0*6 lfi�� vrP• V0L' ' ��tk • G. � fEA y1 � L V/ _ 1 O 619.943.8180
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FAX 619.943.7377
INTERIOR ELEVATIONS - ` " 9 _ XS __._ _ - - - --- - -- - -- - --
9
51.1
- - : FRAMING GENERAL NOTES:
`. 1. O INDICATES SHEAR WALL, SEE SCHEDULE Qr31.I
. - . 2. FLOOR SHEATHING SHALL BE 3/4' T 4 G PLYWOOD,UNDERLAYMENT
GRADE (INDEX 48/24),UNBLOCKED,GLUED TO JOISTS AND FASTENED
WITH SCREW SWANKED NAILS: 10d B 6'oc END AND BOUNDARY NAIL, I
10d s 10'oc FIELD NAIL.
. - - - 3. ROOF SHEATHING SHALL BE 1/2' CDX PLYWOOD, EXTERIOR GLUE
(INDEX 48/24), UNBLOCKED,FASTENED WITH 10d • 6'oc END AND
_ :} BOUNDARY NAIL, Iod • 12'oc FIELD NAIL.
4, ALL BEARING WALLS SHALL BE MIN,2 X 4 STUDS AT 16'0c,UNO.
$. FIRE STOPS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS:
A:. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS
- AND AT Im FOOT INTERVALS ALONG THE LENGTH OF THE WALL.
8: AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
s HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS.
AND COVED CEILINGS.
C: 1N CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND
BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND INLINE WITH
. - - THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE LWIK*HED. New
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.t ..- D: IN OPENINGS AROUND VENTS,PIPES,DUCTS,CHIMNEYS,FIREPLACES
. . '.
.
AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT ^
CEILING AND FLOOR LEVELS,WITH NONCOMBUSTIBLE MATERIALS.
Snack r°
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Building
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INTERIOR ELEVATIONS 10 ROOF .TRAIN `PLAN` ,S4»=, '-0" G Encinitas Little League
_ E_xe Field
Encinitas
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T-1 3/41 _ N c-ourtt
_ 30'-0' stn DATE
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INDICATES SHEAR WALE,SEE SCHEDULE ail; 1 date . d- 1 ►�-
2. SLAB ON GRADE SHALL BE 4' MIN THICK CONCRETE WITH•3 REINFOR-
CING AT 24' oz.EA.WAY,OVER V SAND,OVER 6 MIL.MOISTURE t I t e . FOUNDATION &
BARRIER OVER 2' SAND,OVER COMPACTED FINISHED GRADE(UN.O.) >
m
°. .. - S. ALL H IDOWNS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION
CD _ FRAMING PLANS
4. ALL FINISHED AND 37R(J ADE S.HALL SLOPE AWAY FROM BUILDING FCUNDA-
MISCELLANEOUS
t S. ALL METAL CONNECTOR$ EXPOSED TO WEATHER OR GROUND SURFACE
SHALL BE GALVANIZED OR OTHERWISE PROTECTED FROM CORROSION.
THE SOILS ENGINEER OF- _ 6 GRADING, TRECHES, AND EXCARVATION$ PRIOR TO
ANY PLACEMENTLL
a ' PROVIDED TO BUILDING INSPECTOR AND ARCHITECT,
OF FORMS,REBAR AND CONCRETE. WRITTEN CERTIFICATION SHALL BE I
¢
2 . 1
20 UTILITY PLAID 12 FOUNDATION �RL N 1 f4„_, ,e®„ 4
1
�.__. ._�-.. _..-m_ ....,_r-._.y-..-_. ...,..__..__._-...°Y-"�. s.-..fir....-_.--•_-e_. _
PREFAB. ROOF TRUSS
-A35 + 24'oc _
15N. 2X 481oc SLKG W1 SI MP50N 'A35'i BLK'G. i • • g
2X BLK'G. i
2X TAILS FOR OVERHANG G GENERAL , STRUCTURAL MOOD • •
2X OUtLOOKERS � 48' O.G.
W/ 3 I6d EA END I � All construction shall comply with the 1994 edition of the 1. All nails shall be COMMON NAILS.
Box nails are NOT
EDGE NAIL Uniform Buitding Gods. acceptable. • • • • •
2.
The Contractor shall verify all dimensions, elevations and 2. All wood members shall be Douglas-Fir grade marked per WCLIB
site conditions before starting work, and el report:an g g p I
g 9 grading rules as Follows unless noted on plans: ® • • • •
_ � C errors, omissions, or discrepancies to the Architect... or ( I
Engineer.
2X FASCIA W/ j, -2X RAFTER W1 A35 * 16' OC. Joists, rafters, beams, purlins No. I WARREN W.
SR OTT
" D3.1 Studs, sill plates, blocking No. 2
3-I6d PER I I Details for construction not speclftcaily shown shall be Posts No. 1 ( • •
• • • • •
OUTLOOKEp2 j B.N. l constructed with details shown for similar construction. 1�YCfL2teCt4LYe
IBM. WHERE OCCURS I 3. Plywood sheathin $hall be Dou las-Fir Exposure 1 conforming
t qq
1 4. The Contractor shall determine location of all utility to the requtremen s of the IatesEeditton of the U.5. •
• • • • • s •
services In the area prior to excavation,
I � SHEAR PANEL WHERE OCCURS 1 p Product Standard P5 I and shall be grade marked in i
I SOFFIT FINISH WHERE OCCURS 1 accordance with APA. 4405 Manchester Avenue
1-*---PLYWO 5HEARWALL WHERE OCCURS j 2X STUDS 16' O.C.
* Arid
I I ( -4 All sills and plates resting on concrete or masonry and Suite 101
1 EDGE NAIL 1 i I. Follow all recommendation$ of the Uniform Building within 48' of earth shall be pressure
treated Douglas-Fir.
Encinitas
2X ROOF RAFTER I 5. Unless noted, all nailing shall be per table 23-1-0 of the
2X4 STUDS a 16' O.C.
I 2. All`subgrade preparation for bearingq, fill material, and UBC. California 92 024
SHEAR PANEL WHERE OCCURS I pavement/stab bass shall be ins ect'ed b a representative( � �
p y p 6. All boil heads and nuts bearing on wood shall have standard I 619.943.8180
2X STUDS • 16` O.C. ( } of the geotechnicat engineer, and local building inspector, if cut washers. Bolt holes shall
be drilled 1116` larger than
required, prior to the placing of concrete. the bolt diameter. FAX 619.943.7377
A$E011 A5E04•I i
i A5E0b j 3. Fin{shed excavations for IF shall be level and true 1. All framing anchors, hangers and hardware shall
be
ROOF DETAIL 1 " ,, with all loose material and standing water removed. manufactures by the °Simp son Strongg-Tie Company'.
17 ROOF DETAIL 1 1/ 3 ROOF FRMG. DET. , 1�2 9 4. Design Soil searin : 1000 PSF Alternates must -have ICBO
a rova"l and approval from the j g g local buildin official. Install pi approval using connectors
..-_._-.__._.___._.__._. .___.__._�_. _._� _ _� ��- ._ 5. Minimum depth to b om of footing rom adjacent grade or as s stifled-tn
manufactures specifications for Full
top of slab: 8` g J g strength. p
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CRIPPLE STUDS 4DIV O.G. I 8: Nailing of p1 wood shall be approved b the local building i - 2X STUDS
$ tro` O.C. { SPECIAL INSPECTION oPFictal prior to covering, pp y
2X STUDS • 16' O.C.
i. The following items require Special Inspection per chapter 1 9. Standard sill plate attachment to be as follows, unless
of the U5C7 noted:
I ( PLYWD. SHEAR PANEL WHERE OCCURS r � PLYWOOD SHEARPANEL WHERE " During acin of all concrete retalning walls
Exterior Walls: 1/2" dram. anchor bolts at 6'-0" with
SEE PLAN AND SCHEDULE FOR TYPE I n9
i, I During �lacin of masonry retaining Ana basement wails. min, 4' embedment. Place First bolt at minimum 9' from
a 1zREOCrDAILL PL. W/ i/20XirD' aB. I 2. Inspectors shall be approved by the local building official. end of sill.
FRAMING ANCHOR TOP I ( Interior Walls: Hliti DN12536 fasteners at 36', with
AND BOTTOM AT EXTERIOR j 2X TREATED SILL PL. W/ 1/20 Xirv`A.B. +. 3, General Contractor shall organize work and inspections to
first fastener at 6' from end sill,
OPENINGS OVER 6'-0' E.N. { O.C. UNTO. make full use of the inspectors visits, whenever possible, minimum of 8-I6d thru each side
of splice. p
I ; SrleuctuRAL STE 10. To plates to be double 2X unless noted. La 46' min. with
N.
a ( L Structural steel shall conform to the following grades REINFORCED CONCRETE j
unless noted:
SEE SCHEDULE r kx d x -fix- x- .- p
HEADER PER PLAN FOR END NAILING �° a•' c • FIN. GRADE `� ? Plates and rolled shapes ASTM A36 L Cement $hail conform
to ASTM C-150 type IL
Pipe Columns -ASTM A53-GRADE B
Machine bolts -ASTM A301 2. Aggregate shall conform to A5TM C-33.
- NAILING PER I�x � �A �, 2, Welding electrodes shall conform to,E�O Welding shall 3. All concrete to be Ready-mix
and shall be delivered in
2-r4 CONT. TOP 4 BOTT,
GENERAL NOTES I conform to AWS DI,I. All welders shalf 6e certified by the accordance with A5TM C-94.
local building OFFtciaL
?-�4 C:ONL TOP = BOT. 4. All exposed concrete shall be sprayed with a concrete curing
• ' CLR 3 Steel shall be Fabricated in an LCB.O: approved shop. comp and at the recommended rats of the manufacturer
mmediately after finishingq. Curl compound shall comply New
1-STUD AT INT. WALLS • 1 REiNFORVI,4 STEEL with ASTM 0309 and shall remain-1n effect for a minimum of 1 'V
e yy
2-STUDS AT EXT. WALLS
see FiaN PREAD FTC. WHERE oeeURE I ,� ( 1. Reinforce steel shall conform to ASTM A-615, grades as days. Snack
r
noted: g 5. Refer to the Architectural, and other deelgn drawings for
All •3 bars -Grade 4@ all reveals, inserts, electrical grounds, bloom trouts, cur-be,
- DOUBLE TRIM STUD AT i A2505 ( SEE PLANS Assml� # 04 bars in slabs or site work -Grade 40 depressions, or textured
surfaces to be cast with the Building
4x8 OR LARGER •4 bars In walls and Foundations -Grade 60 concrete.
;
FOUNDATION [j4JI FO UNDATION 1 1 /2» 113 bang and greatef -Grade �e 6, Concrete Mtx: p 1
A. The maximum Allowable amount walls water la sack of Encinitas Little League
f - 2. Welded wire fabric shall conform to ASTM A-185. ceme+it shall be i allons for walls and slabs, and 1.5 I
�
gallons For footin�s. I Ecke Yield
2x4 FLAT BLKG.AT 3. All reinforcingq shall be sup ppo� rted In conformance with THE B. Provlde the following 28 dat
strength, and concrete
j BOUNDARY NAILING MANUAL OF STANDARD PRACTICE FOR REINFORCED quality: Encinitas
UNSUPPORTED CONCRETE'CONSTRUCTION", California 92024
REBAR BEND EDGES- ITEM 28 DAY MIN. CEMENT MAX. CONT,
i j 4. Reinforcing bars may be lap spliced according to the STRENGTH STRENGTH PER YARD SLUMP INSP.
I 6 I following (provide'minimum I'-6' lap) FOOTINGS 2000 P51 4.5 SACKS 4' NO
4db Q( 112' MIN, -03, k4; 05 bars 36 diameters SLAB 2500 PSI 5.0 SACKS 4' NO
nF 314' TtCs PLYWD AT FLOOR I
9 -06 bars or larger - as required by the WALLS 3000 PSI 5B SACKS 5' YES
- i- r - r , n rr -Ir 112' COX PLYWD AT ROOF ;
-� ab . BAR DIAMETER � Tf � Structural engineer.
HE,4DEfi� n.�" GHEDULE �I ( II FIELD NAILING CFN.) Do not la splice the followinq� without ermission from the CONCRETE MASONRY
,.)� 1 II II p p eci p
led ® 10' AT FLOOR
structural engineer unless not on the drawings:
HEADER NO. OF I6d END NAIL MAIN REIt-ORCiNG STIRRUP OR TIE I 10d m 12' AT ROOF vertical bars In masonry and concrete walls i.
Concrete masonry units shall be Grade N, type 1 L(ghtwelght
SPAN I D - BEND DIAMETER '0. .}� D - BEND DIAMETER ! "Fl`." �I'I I _iN" ll �N�.. �- or Medium
we[ght units to accordance with ASTM G-90. The I
FLOOR ROOF FLOOR ROOF D . vas FOR r3 - rs p . 4d6 FoR - 5 11 I 1 ,%11 l l I I I 5. Reinforcing
shall have the minimum concrete cover: minimum compressive strength of the concrete masonry unit
- -CONT. PANEL EDGE$ based on net area shall be 1900 al.
1'-0' to 3'-0" 4x4 2-2x4 2 2 Th - i �t` ,,Ii !1T II j Surfaces cast against earth - 3' p
-
3'-I' to 5'-0" 4x6 4x4 3 2 FTGx. CORNER REINF. r II �I I i STAGGER PLYWOOD I Walls b on grade - Place reinforcing
at mid depth 2. Mortar shall be t e S conforming to the latest edition of
I I I l i I I 11 I I 9 9 p y' g
5'-I' TO 1'-0' 4x8 4x6 4 3 JOINTS the USC Std, section 21-4.
-- MATCH FOOTING d 11 ll I I U 16. All reinforcing steel, anchor bolts, inserts and dowels
TO e'-0' 1 4x10 4x8 5 4 ; REINFORCEM shall be well secured In position prior to placing concrete 3. Grout
Mix: Grout shall be per UBC aid. 21-8 and 21-29 and t
- T 24' or grout. shall obtain a strength of 2000 psi at 28 da s.
34' I (i I # II DISCANTIUOUS EDGES g p y
-- ALTERNATE -
1 I - I I (EDGE NAILING - ENJ 4. Coarse grout mayy be used when in conformance of grouting
1 loci 6 limitations per table 21-G of the 1988 UBC.
11 I � I I
- I �- ! - 5. All cells shall be solid routed.
N P. - � � I 11 ��; 11. I I II � II II I g
N ooTl i 41` I t{., I II' 1 LONG DIMENSION OF ( 6. If the work has stopped for one hour
or longer, a horizontal
( = PLYWOOD TO RUN construction point shall be Formed by stopping all tiers at
2' L I LAYER the same elevation and with the rout 1 112' below the top.
PERPENDICULAR TO JOIST g p
{ 1. Unless noted otherwise, provide a radlused mortar cap on the
I tops of all wails, unless a sheet metal cap is provided.
eeMma
HEADER SCHEDULE/NOTES,, NTS 19 REINFORCING NTS 15 ' FLOOR/ROOF PLYWD NAILING NTS 11
GENE '
AL NOT S '
/ i o
f _- SPLICE OVER STUDS
P15L. TOP�"� ......� - . . . SE
PLANS < 22-6d/STUp PLATE
DOT PLATEI = =-/.c.`--''��� Akf•�.
HOLD Doum� SCHEDULE PGOST PER PLAN ) SHEAR WALL 5C�4EDULE E
- OR MIN. BY HEADER SCHED. _
i SCHEDULE 4 MI j 4S' MIN. LAP I6d • 16'oc MAX TOP
FOR SIZE A 8-16d NAILS EA. TO BOT. PLATE
HD. BOLTS POST ANCHOR ,....LE 2X TRIMMER (. NAILING REQ. SIDE OF SPLICE I Jy^a WARREN W. sCaTr,-;1
BOLTS PER uD - � AS RE(=D } MARK �5 TEAR tiJALL v' HEATI If 46; SILL �`- � TOP PLATES r
CONNECTION EDGE NAIL PERIMETER
HD-2Q C2)- 5/6 2-2X 5/8
lro _ OF EACH PLYWOOD SHEET
ND +IOLDOwN 3/8' PLYWOOD STR I BLOCKED, 1/2'0 ANCHOR SEE PLAN I AND SGHED, ( l 1 60` MAX
D E� /
a PER PLAN - 1 i 216 RIFT EDGE NAIL Sd a 6-', BOLTS 4 32' o1c FOR SIZE AND SPACING,. L 45' M _=T�
p Q s_
� CALF
HD-5A C2h 3/4' 4X4 5/8° 20° ; ( � ' FIELD NAIL 8d ,m 12' OR i�a 6 �Lc 1-------
°
TOP SILL 111' PLYWOOD SIR i BLOCKED, 5/8'0 ANCHOR `X TRIMMERS
HD-6A (2)- 1l8 4X4 l/8 ?0 2 5lt •!I'T EDGE NAIL 10al 0 4°, BOLTS g 32' o/c I Ii i II ®STU�DSSMIN.
2X SILL W/
o b r� o . sso �
FIELD NAIL IrBd • 12' OR !bd • 3' 2-I6d EA. END
o - - °. " ° ---- � - STAGCsER"PLYWOOD I }}(
HD 8A C3) 1/8 4X4 1/8 20 ° PANELS. ii ll II I
1/21 PLYWOOD STR I BLOCKED, 5/8'0 ANCHOR �y pp � !
" . , 665 •tFT EDGE NAIL 10d ® 3', BOLTS • 32' o1c I I ( ( 2-I TN. EA. d date
: Hal. I 1 ��IG
di di HD-10A (4)- 1/8 4X4 1/6 20 - --rHR£ADED ROD w/ °
o ONE SEND AS m "d ; d ° ! - FIELD NAIL led * 12 OR I6d :®.3' SIDE OF STUD
M If 11 III ` OR 2-6d THRU t I t e : GEN. NOTES
HD-14A C4)- 1` 4X4 i° 20° REQ'D TO PROVIDE < a 112" PLYWOOD STR I BLOCKED> 518'0 ANCHOR FsED NAILING MBOT. PLATE
o CLR. COVER ; , < ale "JFT EDGE NAIL 10d * 21, FIELD BOLTS ® 8' ofe I I I I N I GEN. D
AILS
a HD-204 C4)- 1' 4X6 1-1/4' 20` 6 I FIELD NAIL 10d + 12' OR I6d • 2'
CONT. RE INK ,.
PER PLAN DOUBLE NUT W1 I 1, SHEAR WALL 3 4 4 REQUIRES 3X SILL 4 STUDS/BLKG. AT PLYWOOD JOINTS !
HD-15 C5)- 1' roX& 1-1/4' 24' STANDARD`
WASHER � 2. NAILS SHALL HAVE 3/8' MIN EDGE DISTANCE FROM EDGE OF PLYWOOD : .t 1' MIN. 1X6 LET-IN BRACE • EA. G018VER
4 j
1. HOLD DOWNS MUST BE IN PLACE PRIOR TO ---- C AND EDGE OF STUD- I {I 81LL END (NOT REQ'D. AT PLYUID. SH£A%UALL51
9 MAX.FROM ® 25 oc MAX, 3-8d AT EA. END 4 STUD
rc
am FOLD D INSPECTION. ` EDGE NAIL TO
3. INDIVIDUAL PLYWOOD SHEETS SHALL BE NOT LESS THAN 2'-0" IN LEAST BLOCKING t rHRI STUDS 2X P.TDF. SILL PLATE W/ ANCHOR BOLTS
i
I DIMENSION'NOR LESS THAN 8 $a FEET IN AREA: USE FULL SHEETS As PER FOUNDATION PLAN
2. SIMPSON 55TB ANCHOR BOLTS MAYBE USED LOCALLY DEEPEN
FTC. AS REQ'D.
IF INSTALLED AS PER StMPSON REQUIREMENTS BBMm6 I WHERE EVER POSSIBLE. Eem05, g,�fli ■
`3 `
Er
HOLD DOWN SCHEDULE NOTES NTS 1`6 { SHEARWALL SCHEDULE/NOTES
NTS 8 WALL FRAM i N G R REQ.. � 4