HomeMy WebLinkAbout200 GRAHAM_ 99-913200 W. GRAHAM 99 -913 1 OF 2
ELSINORE
71-411
10' — - - -
RECLAIM 00
UNIT
Cr
5
4
I
11 _
I
1 74 K' conduit to elect oervice
1 II - - Sng!eoangboxvla %'
condutv;e!ecterrvice
3 -I !r "ca+duittoelsctoervice
A TRENCH NEEDS TO BE CUT OR MOLDED TO PERMIT T E v h'ccrduittoe!acto rvce
INS ALLATION OF HE UNDER URRIAGE ASSY upmyng
II4 "BY2'BYI8"
FVxr drain
h' copper inlet eupplyvla anti back `IoH
Q ECL01h' copper FI or loop to RO unit4 f; //t'i TANK
G 1 h ^ copper floor loop frerr gof serer SEE SL/E T 2
Q 2" PVC seh 60 from stub up ir. f!nal reclaim tans /tee /J A /[J3 -11 _ o_p ch 4 from stub u ay tan< _r'
L =
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24
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a
I L1 - - -- — -- rasE wE
161 13
8" PVC PIPE CASE ENBEDDED IN WALL SO
4-4 —' I I
PIPING CAN BE PASS THROUGH EQUIPMENT
ROOM TO BAY 136' FROM FLOOR f0 CENTER
I
2- PVC PIPE CASE EMBEDDED IN WA UL TO 7 ! ''6
PER
Auw; OF CASE PASS I' PIPE THROUGH WALL FOR -
I _2'I A"coNSJvEcCA /N REOGi 1S
EQuiPMEnr 2 aM
I
UNDERCARRIAGE 4. OFF BAY FLOOR 1-2-1
8 uN/T
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I 2 O1
I 4 0
141_811_
I 3' -611
71-3 II
151_211
9'- 5 "
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251_511
27' -811
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conduit to J2
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h Cpnduit to JO getter .
n conduit to.JO gutsgh"conduit3
to J2
JO
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to JO nutter
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h conduit to eleC rical xrvice
00
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fc,)rgM reeept vla h' conduit to elect service
L2 0 1 II 1 +/4 " conduit to elect service, and eecond l l/ 4 "conduit to elect oer v;ce
I
1 74 K' conduit to elect oervice
1 II - - Sng!eoangboxvla %'
condutv;e!ecterrvice
3 -I !r "ca+duittoelsctoervice
A TRENCH NEEDS TO BE CUT OR MOLDED TO PERMIT T E v h'ccrduittoe!acto rvce
INS ALLATION OF HE UNDER URRIAGE ASSY upmyng
II4 "BY2'BYI8"
FVxr drain
h' copper inlet eupplyvla anti back `IoH
Q ECL01h' copper FI or loop to RO unit4 f; //t'i TANK
G 1 h ^ copper floor loop frerr gof serer SEE SL/E T 2
Q 2" PVC seh 60 from stub up ir. f!nal reclaim tans /tee /J A /[J3 -11 _ o_p ch 4 from stub u ay tan< _r'
L =
A*E Eq 6 /0 ve- ro I ( l ( 1 — -
RECLAeM TA/YK
l Af OVE)ZFLaW
24
I
a
I L1 - - -- — -- rasE wE
161 13
8" PVC PIPE CASE ENBEDDED IN WALL SO
4-4 —' I I
PIPING CAN BE PASS THROUGH EQUIPMENT
ROOM TO BAY 136' FROM FLOOR f0 CENTER
I
2- PVC PIPE CASE EMBEDDED IN WA UL TO 7 ! ''6
PER
Auw; OF CASE PASS I' PIPE THROUGH WALL FOR -
I _2'I A"coNSJvEcCA /N REOGi 1S
EQuiPMEnr 2 aM
I
UNDERCARRIAGE 4. OFF BAY FLOOR 1-2-1
8 uN/T
01111c) 9 10 12
I 2 O1
I 4 0
141_811_
I 3' -611
71-3 II
151_211
9'- 5 "
0I _211---
7'
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ni F- A111 -I-S to i),E Cr 0r- WE NT evAK
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REVISIONS BV
LAKE ELSINORE CAR WASH
200 WEST GRAHAM ST.
LAKE ELSINORE, CA 92530
OWNER: ALI SEYEDGAVADI W
W
PROJECT INFORMATION: GENERAL NOTES:
INDEX TO DRAWINGS:
ARCHITECT: EUROCON GROUP, INC.
I, SITE:
EXISTING USE: CARWASH
PROPOSED USE: CARWASH
A. LOT AREA:
GROSS: 19,430 SO.FT.
NET:
B. ZONING: C -2
C. LANDSCAPING:
EXISTING:
REQUIRED:
PROVIDED:
11. BUILDING AREA:
A. CARWASH: 1,015 SO. FT. (8,000 ALLOWABLE)
B. PERCENT OF LOT COVEREGE: 5%
III. PARKING:
A. STANDARD SPACES: 4
B. COMPACT SPACES: 0
C. HANDICAP SPACES: 1
D. TOTAL PARKING SPACES REQUIRED: 5
E. TOTAL PARKING SPACES PROVIDED: 5
rIV. OCCUPANCY:
A. CARWASH: B
B. NUMBER OF EMPLOYEES PER SHIFT: 1
V. TYPE OF CONSTRUCTION:
A. CARWASH: V -N NON•SPRINKLERED,
1- STORY, 18' -0" HIGH
1. All work shall be performed In accordance with the Building Code latest 1994 UBC, UMC, UPC, and
1993 NEC, edition and In accordance with all applicable focal and State Codes.
2. Contractors shall check and verify all conditions and dimensions at Job she before commencing work
and shall report any discrepancies to the Architect; otherwise he shall be held responsible for full
knowledge of same.
3. Omissions or conflicts between various elements of the drawings, notes, and details shall be brought
to the attention of the Architect and resolved before proceeding with the work.
4. Notes and details per drawing shall take precedence over these general notes.
5. Written dimensions shall lake precedence over scaled dimensions.
8. The work performed by the various professional Consultants, such as the Structural Engineer and
others shall In no manner after or modify the Architectural Drawings, unless with the express approval by
the Architect and Owner.
7. Contractor shall consult with representatives of the local Utility Companies concerning available
facilities before starting work or connecting to sewer, piping or wiring, etc., and report any problem to
the Architect.
8. Contractor shall Install temporary toilets before starting ob. J
Contractor shall construct all on site sidewalks, curbs, drives, ramps, ate. as shown and In
accordance with governing regulatolns as required. Verify final grades and slopes before commencing
Job
10. Contractor shall provide barricades as requded by local codes. Pedestrian protection shall also be
In accordance with State and total codes.
11. All materials shall be now and all workmanship shall be performed In accordance with the highest
standards of each trade.
12. All electrical, mechanical and plumbing work shall be In accordance with applicable code. Separate
approvals and permits shall be obtained.
13. No dangerous chemicals are to be used, processed, produced or stored In the building In excess of
amounts allowed by applicable codes.
14. Temporary erection, bracing and shoring shall be required on all beams, walls, etc. adequate to
provide full structural stability and safe Bracing shall not be removed until elements are fullryry'
g
y
connected and are capable of supporting the design loads.
15. Contractor shall provide allowance for the followingPB Permlb, including work required for completion
of this project.
A. Demolition permit
B. Excavation and grading permits
C. Driveway permit (If required)
18. Provide membrane vapor barrier on 4- gravel and Y' sand. Provide also 2" sand above membrane
and below floor slob, or In accordance with Soli Engineer's recommendation report.
17. Exterior doors shall be 1 314" thick and shall have non removable Ins. P
18. Provide 5 minute air change In all toilet rooms.
Al- COVER SHEET
A2- SITE PLAN
A3- ELEVATIONS
S -3 STRUCTURAL
Cl-2 CAR WASH PLANS
CIVIL ENGINEER: ABDI SADJADI
MECHANICAL ENGINEER: SHAMIM ENGINEERING
ELECTRICAL ENGINEER: SHAMIM ENGINEERING
PLUMBING ENGINEER: ENGINEERING
W
O
I.
18
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100'.
9.
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PERMIT #
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19. The design and plans shall conform to State of California Energy Regulations Title 24. G' DATE: 0244-09
DMWN BY:
E.D. 20. Heating, ventllstinq and air-conditioning shell be designed In accordance with ASHVE standards. For
local conditions refer to specifications. SCALE:
21. Where products, eglupment and materials are specified by trade names, It Is Intended that "or equal"
Shall apply as approved by the architect.
22. See the solledoundatlon Investigation report for foundation design. Compaction and/or back fill
shall be performed in accordance with the solls Engineer's recommendation.
N VICINITY MAP SHEET
Al
OF
2" PVC RECLAIM 30" DIAMETER MANHOLE
DRAW TO EQUIPMENT TYPICAL (3) REQ'D.
ROOM 3" STUB UP LOCATE APPROX. WHERE
MAY BE LOCATED ON SHOWN
OPPOSITE SIDE
I
I
I
I
I
I
LOCATE PONTOON
ASSEMBLY IN THIS I
LAREAFOREASEOF ------ - - - - -1 ----------------- -- - - -- ACCESS.
4" DRAIN TO SEWER
SIZE TO CODE
P -TRAP do VENT
IF REQUIRED BY
T -.-
79 3/8 "72 66" 64 "60
21"
12"
WALL, FLOOR, k CEILING THICKNESSES —
TO BE DETERMINED BY A STRUCTURAL
ENGINEER. POO IS NOT RESPONSIBLE
FOR RECLAIM PIT STRUCTURAL INTEGRITY
4" PVC FROM
TANK #1 TO TANK
2 MAY BE LOCATED
ON OPPOSITE SIDE
4" PVC ® 2" RIGID FOAM INSULATION
51•- -y
F2' PITCH fON (4) SIDES
73 3/8"
23" 24"
56
OZONE INJEC T iON
1" PVC w /3" STUa
UP IN EQUIPMENT
120" 36" 94
ROOM
4" x 1 1/2" REDUCING
COUPLING
CLEAR WATER REVIVAL
RECLAIM TANK CONSTRUCTION
THIS ORAW,NG k ALL INFORMATION HEREON IS THE PROPERTY OF P.D.Q. MANUFACTURING INC. do SHALL NOT
BE COPIED OR USED EXCEPT FOR THE PURPOSE FOR WHICH R IS EXPRESSLY FURNISHED. THE DRAWING
h ANY COPIESTHEREOF (PARTIAL OR COMPLETE) SHALL BE RETUPNED TO THE OWNER UPON DEMAND.
L
1/8-/Fr.
SLOPE
s N •.
rt
L ivR r'
6" SCH. 80
PVC PIPE CUT
IN HALF
SANDWITCH 50 MESH—
SCREEN BETWEEN 1/4"
FLAT BAR
1/4" x 1" FLAT
BAR TYPICAL
15" " r 1 8" FT.
SLOPE .
L11
37 1/2" —
35 1/2"
7 1/2"
TYP.
LLLL L LLL L LL LLLL LL
LLLLLLLLLI_LLLLLLLLLLLLLLLLLLLL 5 1/2"
LLLLILLLLLIL L LLILLL LLLL LL
LLILILLII LLLL LLL LLLL LLLLLLLLLL TYP.
LLLLLLLLLLLLIIILLLLLLLLLLL 14 1/2 "16 1/2"
LLLLLLLLLLLLL .LLLLLLLLL,,LLLLLLLLLLLL
LLLLLLLII .LI_LLLLLLLLLLLI.LLLLLLL
SIZE OF FASTENERS
TO BE DETERMINED
BY FABRICATOR. SPACEING
DEBRIS SCREEN IS ONLY RECOMMENDED
TO BE LSED WITH CAST
IN PLACE TRENCH DRAIN
ONLY.
CONTRACTOR TO PROVIDE (2) SLOTS,
1) EACH SIDE OF TRENCH, 1 WIDE
x 1 DEEP AT POSITION DIMENSIONED
THIS SLOT IS USED FOR THE DEBRIS
SCREEN
VARIES
45'
C A S T IN P L A C E T R E N C H D R A I N
yyw
4.
4" PVC 10
NK # 1
NW200 SERIES
SLOPED, PRECAST
YESTER CONCRETE
NCH DRAIN w /HEAVY
Y CAST IRON CRATE
PERMIT #
THIS MM MUST ALCOMP,
All I" cPUTION R111115'
ALTERNATE PRECAST
TRENCH DRAIN
READ ALL NOTE:; ** 15/97111 GENERAL REVISION
CONTRACTORS NOTES:
1. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE IN INCHES.
2. WHEN INSTALLhaG THE RECLAIM PIT PLEASE NOTE THAT VOLUME AND
DEPTH MUST BE MAINTAINED.
3. SHOWN IS TYPICAL PLUMBING. CONSULT LOCAL PLUMBING CODES FOR YOUR AREA.
4. UNLESS SPECIFIED OTHERWISE EVERYTHING IS SUPPLIED BY OWNER.
5. THIS LAYOUT IS SUPPLIED ONLY FOR LOCATION REFERENCE, RECLAIM TANKS MAY
NEED TO BE INCORPORATED INTO THE BUILDINGS FOOTING. CHECK BUILDING
CODES IN YOUR AREA FOR BUILDING RESTRICTIOi,:S
11" 6. CONTRACTOR IS TO CHECK CUSIOMER PURCHASE ORDER TO CONFIRM WHAT
OPTIONS ARE INCLUDED WITH CUSTOMERS INSTALLATION.
7. THIS LAYOUT ACCOMMODATES ONE LASERWASH 4000 ONLY.
8. THIS LAYOUT IS TO BE USED FOR PRE — EQUIPMENT CONSTRUCTION.
FOR EQUIPMENT INSTALLATION SEE THE P.D.O. EQUIPMENT
INSTALLATION MANUAL.
9, SEE FLOOR LAYOUT #2244FL1 do FL2 FOR ACCURATE EQUIPMENT LOCATION,
10. THIS LAYOUT SHUNS MOST OPTIONS. IT IS THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR TO IDENTIFY WHICH OPTIONS APPLY TO A
PARTICULAR SITE PER PURCHASE ORDER. P.D.Q. MANUFACTURING INC.
DOES NOT ASSUME ANY RESPONSIBILITY FOR ANY ERRORS AND /OR
OMISSIONS IN THIS RESPECT. —
dole Ino.1 reviaiona I by
rP[_9
PCy w.n f.d.fi.f. Tne.
32o lexvk1 .
LASERWASH 4000 LAYOUT
RECLAIM LAYOUT
scale : N.T.S. job no.
drawn by : SMG dale :
checked by : dwg, no. :
opproved by
n n
Issue dote : 5-11,;Er
PLOT SCALE 1 = 36 REV. #.
I!
AREA FOR EASE OF ------ - - - - -1 ----------------- -- - - -- ACCESS.
4" DRAIN TO SEWER
SIZE TO CODE
P -TRAP do VENT
IF REQUIRED BY
T -.-
79 3/8 "72 66" 64 "60
21"
12"
WALL, FLOOR, k CEILING THICKNESSES —
TO BE DETERMINED BY A STRUCTURAL
ENGINEER. POO IS NOT RESPONSIBLE
FOR RECLAIM PIT STRUCTURAL INTEGRITY
4" PVC FROM
TANK #1 TO TANK
2 MAY BE LOCATED
ON OPPOSITE SIDE
4" PVC ® 2" RIGID FOAM INSULATION
51•- -y
F2' PITCH fON (4) SIDES
73 3/8"
23" 24"
56
OZONE INJEC T iON
1" PVC w /3" STUa
UP IN EQUIPMENT
120" 36" 94
ROOM
4" x 1 1/2" REDUCING
COUPLING
CLEAR WATER REVIVAL
RECLAIM TANK CONSTRUCTION
THIS ORAW,NG k ALL INFORMATION HEREON IS THE PROPERTY OF P.D.Q. MANUFACTURING INC. do SHALL NOT
BE COPIED OR USED EXCEPT FOR THE PURPOSE FOR WHICH R IS EXPRESSLY FURNISHED. THE DRAWING
h ANY COPIESTHEREOF (PARTIAL OR COMPLETE) SHALL BE RETUPNED TO THE OWNER UPON DEMAND.
L
1/8-/Fr.
SLOPE
s N •.
rt
L ivR r'
6" SCH. 80
PVC PIPE CUT
IN HALF
SANDWITCH 50 MESH—
SCREEN BETWEEN 1/4"
FLAT BAR
1/4" x 1" FLAT
BAR TYPICAL
15" " r 1 8" FT.
SLOPE .
L11
37 1/2" —
35 1/2"
7 1/2"
TYP.
LLLL L LLL L LL LLLL LL
LLLLLLLLLI_LLLLLLLLLLLLLLLLLLLL 5 1/2"
LLLLILLLLLIL L LLILLL LLLL LL
LLILILLII LLLL LLL LLLL LLLLLLLLLL TYP.
LLLLLLLLLLLLIIILLLLLLLLLLL 14 1/2 "16 1/2"
LLLLLLLLLLLLL .LLLLLLLLL,,LLLLLLLLLLLL
LLLLLLLII .LI_LLLLLLLLLLLI.LLLLLLL
SIZE OF FASTENERS
TO BE DETERMINED
BY FABRICATOR. SPACEING
DEBRIS SCREEN IS ONLY RECOMMENDED
TO BE LSED WITH CAST
IN PLACE TRENCH DRAIN
ONLY.
CONTRACTOR TO PROVIDE (2) SLOTS,
1) EACH SIDE OF TRENCH, 1 WIDE
x 1 DEEP AT POSITION DIMENSIONED
THIS SLOT IS USED FOR THE DEBRIS
SCREEN
VARIES
45'
C A S T IN P L A C E T R E N C H D R A I N
yyw
4.
4" PVC 10
NK # 1
NW200 SERIES
SLOPED, PRECAST
YESTER CONCRETE
NCH DRAIN w /HEAVY
Y CAST IRON CRATE
PERMIT #
THIS MM MUST ALCOMP,
All I" cPUTION R111115'
ALTERNATE PRECAST
TRENCH DRAIN
READ ALL NOTE:; ** 15/97111 GENERAL REVISION
CONTRACTORS NOTES:
1. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE IN INCHES.
2. WHEN INSTALLhaG THE RECLAIM PIT PLEASE NOTE THAT VOLUME AND
DEPTH MUST BE MAINTAINED.
3. SHOWN IS TYPICAL PLUMBING. CONSULT LOCAL PLUMBING CODES FOR YOUR AREA.
4. UNLESS SPECIFIED OTHERWISE EVERYTHING IS SUPPLIED BY OWNER.
5. THIS LAYOUT IS SUPPLIED ONLY FOR LOCATION REFERENCE, RECLAIM TANKS MAY
NEED TO BE INCORPORATED INTO THE BUILDINGS FOOTING. CHECK BUILDING
CODES IN YOUR AREA FOR BUILDING RESTRICTIOi,:S
11" 6. CONTRACTOR IS TO CHECK CUSIOMER PURCHASE ORDER TO CONFIRM WHAT
OPTIONS ARE INCLUDED WITH CUSTOMERS INSTALLATION.
7. THIS LAYOUT ACCOMMODATES ONE LASERWASH 4000 ONLY.
8. THIS LAYOUT IS TO BE USED FOR PRE — EQUIPMENT CONSTRUCTION.
FOR EQUIPMENT INSTALLATION SEE THE P.D.O. EQUIPMENT
INSTALLATION MANUAL.
9, SEE FLOOR LAYOUT #2244FL1 do FL2 FOR ACCURATE EQUIPMENT LOCATION,
10. THIS LAYOUT SHUNS MOST OPTIONS. IT IS THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR TO IDENTIFY WHICH OPTIONS APPLY TO A
PARTICULAR SITE PER PURCHASE ORDER. P.D.Q. MANUFACTURING INC.
DOES NOT ASSUME ANY RESPONSIBILITY FOR ANY ERRORS AND /OR
OMISSIONS IN THIS RESPECT. —
dole Ino.1 reviaiona I by
rP[_9
PCy w.n f.d.fi.f. Tne.
32o lexvk1 .
LASERWASH 4000 LAYOUT
RECLAIM LAYOUT
scale : N.T.S. job no.
drawn by : SMG dale :
checked by : dwg, no. :
opproved by
n n
Issue dote : 5-11,;Er
PLOT SCALE 1 = 36 REV. #.
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PERMIT
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1. THE'011TRACTOR SHALL - VERIFY AND BE RESPONSIBLE IOM: '
A. ALL CONTRACT DOCUMENTS.
B. OMISSIONS AND /OR CONFLICTS BETWEEN THE VARIOUS
ELEMENTS OF THE CONTRACT DOCUMENTS.
C. ALL DIMENSIONS AND CONDITIONS AT TIIE SITE.
D. ANY CONDITION WHICH III HIS OPINION MIGHTEN-
DANGER THE STABILITY OF THE STRUCTURE.
E. ENSURING PROPER AI_IGNMENT•OF FINAL STRUCTURE,
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCH-
ITECT AND THE STRUCTURAL ENGINEER OF ANY DISCREPAIICY
OR,OMISSION BEFORE PROCEEDING WITH THE WORK..
2, ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF
THE LATEST EDITION OF THE BUILDING CODE, AND ALL
OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER
ANY PORTION OF THE HOAX, INCLUDING THE STATE OF
CALIFORNIA, DIVISION OF IRE .INDUSTRIAL SAFETY AND
CAL /OSHA,
3. ALL WORK CONFORM TO TIC BEST PRACTICE PREVAILING IN
THE VARIOUS TRADES C011PRISIUG THE WORK.
4. ANY ASTM DESIGNATIONS SHALL BE AS AMENDED TO THIS
DATE.
5, THi. CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION
BRS.CING AND SHORING FOR ALL STRUCTURAL MEMBERS OR
A' REQUIRED FOR STRUCTURAL STABILITY OF, THE STRUCT-
URE DURING ALL PHASES OF CONSTRUCTION,
6, SPECIFIC DETAILS PRECEDENCE
DETAILS
CONTRACTOR SHALL GIVE DUE AND LEGAL NOTICE TO AD- L
JACENT PROPERTY OWNERS REGARDING THE PROTECTION OF
THEM PROPERTY AND STRUCTURES WHICH MAY BE NECESSARY
DUE TO EXCAVATION AND CONSTRUCTION: INDICATED ON
THESE DRAWINGS, IN DUE TIME PRIOR TO START OF EX-
CAVATION.
B, NCONSTRUCTIONEANDNALLLPERT
METHOD D
PERTAINING SHORINGOF
DESIGN.
9, FLAT SLAB CONSTRUCTION IS SENSITIVE TO DEFLECTION.
GREAT CARE SHALL BE EXERCISED BY CONTRACTOR IN
PROVIDING SHORING & CAMDERING, SHORES SHALL REMAIN
IN PLACE A MINIMUM OF 28 DAYS FOR ALL STRUCTURAL SLAB:
WOOD FRAMING
1. ALL LUMBER SHALL BE STRESS GRADE DOUGLAS FIR (COAST
REGION) UNLESS OTHERWISE NOTED.
A. 2A 8 3x4 STUD ]j STUD GR. 1
B. ROOF JOISTS 1 %6 STUDS D.F. N0, z 5'JP
C. FLOOR JOISTS D.F. N0. (1 SJP
D. ALL BEAMS D.F. 110. SJP
E. BEAMS'WHEN CALLED I
FOR ON PLANS SELECT STRUCTURAL, B&S
F. POSTS 'D.F, NO. 1 PKT
2. ALL WOOD IN DIRECT CONTACT WITH THE GROUND, OR WITH j
MASONRY OR CONCRETE WITHIN 48 INCHES OF THE GROUND,
SHALL BE TREATED WITH A PRESERVATIVE, OR SHALL 4&
ECAY RESISTANT HOQDAj PRESCRBEDIN DVISON Sl
NWOODI
NGRBYEP49TIVEgg). LIFpF
REDWOOD IS USED, INCREASE
3, SHALL 11 WITH E, ODANCHORA8 L7 WITHIN
WITHINE
IZ
I NCNE$10F 6QE ENDS OF 4S4 HALL PA•IEL AND 89T MQF§E
Oi1
II77 0U 0. C, OR 7 :-, 0 SHOT PINS AT 3 0D
O.ft EXCEPT AS CALLED OUT FOR SHEAR HALLS. REFER
f0 R 91,,''11 REMENTS OF g!ET S-SHOT PINS TO BE OMARK-
RRfi2J7, HILTY-RRY25iE, - \\
4. 2X12 JOIST$ SHALL BE BLOCKED AT SUPPDR # :AND-A1 b
FEET O.C. (AMP RAFTERS GR ATER THAN lU DEPTHS AT
AND
XTBLOCKINGI
III INCHESDSHALLOWER
THAN JOISTS OR APPROVED METAL CROSS BRIDGING.
BLOCKING AT ENDS MAY BE OMITTED WHERE 'JOISTS HAN-
GERS APPROVED FOR USE WITHOUT SOLID BLOCKING ARE
USED.
S. A DOUBLE PLATE MADE OF TWO MEMBERS OF THE SAME
SIZE AS THE STUDS SHALL BE PLACED AT THE TOP OF
EVERY BEARING PARTITION OR EXTERIOR WALL, SUCH
DOUBLE PLATES SHALL BE LIPPED AT CORNER, AND
JOINTS, IN UPPER AND LOWER MEMBERS SHALL BE AT
LEAST FOUR FEET APART, EXCEPT AT CORNERS.
6. EXTERIOR WALLS AND BEARING PARTITIONS SHALL BE
FRAMED OF jR -4oA3Afiufb e,G. WHEN SUPPORTING
LOADS FROM ROOF AND TWO OR MORE FLOORS ABOVE UN-
STUD WALLS USE
IJOTEDXONa1t6Y3-
STAGGEREDSTAGGERED
FLOORS, SEE ARCHITECT.
1 ,
EMERY WOOD STUD BEARING WALL OR BEARING PARTITION
SHALL BE BRACED AT EACH END OR AS NEAR THERETO AS
POW BLE, AND AT LEAST EVERY 5 FEET OF ITS LEN - GTH, -THE TYPE CIF- BRACING SHALL MEET INC CODE
REOUIREMENTS FOR THIS PURPOSE.
r•r ra.lt. •ar rw.uwrno ..
B, FLOOR JOIS7S'SHALL BE DOUBLED UNDER PARTITIONS RUN-
NING P ;RALLEL 70 THE JOISTS, USE DOUBLE STUDS OR
4X11 POSTS UNDER DOUBLE JOISTS OR 4 X DEAMS, UNLESS
OTHERWISE CALLED FOR ON FRAMING PLANS.
EJ, ALL NNILING SHALL BE DOIIE IN ACCORDANCE. 1417H TIIE
MINIMUM REOUIREME14TS OF THE LOCAL BUILDING CODE, EX-
CEPT AS OTHERWISE SHOWN, AND SHALL BE DONE WITH COM-
HON WIRE WAILS UNLESS.OTHER TYPE OF HAILS IS ALLOWED
BY THE LOCAL BUILDING CODE. ISLE ALSO PLYWOOD NOTES)
10, A SO/
SHALL BE UNFINISHED BOLTS CONFORMING 10 ASTM
11, SHALL BE
TO TERIORGRADEECALLED FOR BELOW,
WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, USE COM-
MON NAILS ONLY UIILESS OTHERWISE APPROVED BY THE
STRUCTURAL CNGINLER AND LOCAL BUILDING OFFICIAL,
A. gOOF jHEATHING SHAL dBE: 5n PLYWOOD, STRUCT. II
SID,1 UAILF.D WITH RAILS al b° O.C, AT ALL
DIAPHRAGM AND WALL BOUNDARIES. C 7'TIIl000S jAHrL
EDGES ARE ALALG KSO 'BLO((Y FD, 8d NA1k G O,C,
AT PLYWOOD PANEL EDGES AND E IIAILS lL O.C.
TO II}NTERMMEDIATE SUPPORTS. IIIOEX 2/1 ,
D,
1101STD,)A14AILED WITH lU JIAILSLATDbQ D.C. OAT
ALL DIAPHRAGM AND WALL BOUNDARIES, CONTINVOUS
PANEL EDttS ARE 1.3s<L iAa -_. BLOCKED, lO d
NAILS 8 (7 Q.C. AT PLYWOOD PANEL EDGES AND 1O
NAILS qj, .l2 O.C. TO INTERMEDIATE SUPPORTS. INDEX FJL 6.
C. PLYWOOD SHEATHING' SHALL BE INSPECTED AND APP-'
ROVED BY BUILDING INSPECTOR PRIOR 70 COVERING
WITH FLOOR OR ROUF MATERIAL.
D. SOLID BLOCKING AT EDGES REQUIRED FOR,-PLYWOOD
ONLY WHERE CALLED FOR ON DRAWINGS.
S
i
i
CITY OF LOS ANGFI=
DEPARTMENT OF BUILDING & SAFETY
GKNKRAL i FOR RTRUCTURAL ONSRRVATION
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FOUNDAILONS
1.
FOUNDATION SHALL CONSIST OF-COTTV11i S XReAa PT4 MAR
AIJ•ILIARLF 5dl•PfBS•SUM1B (oPtl', 2.
FOOTING ELEVATIONS SHOWN ON THE PLANS ARE FOR ESTIM- ATING
PURPOSES ONLY AND SHALL BE VERIFIED IN THE FIELD•
3.
FOUNDATION E „INECR SHALL INSPECT FOOTING FXCAVAT- IONS
TO VERIFY DEPTHS PRIOR TO PLACEMENT OF FORMS AIID /
OR REINFORCING STEEL. 4-
6707 '
AOFFS71{HSIL7T.BAiBO TiX•' WTI.
F I +GOMTRA6fiDOfiUML41R,g1,•REPORT 5.
ALL BACKFILL SHALL BE RECOMPACTED UNDER THE SUPER- VISION
OF THE FOUNDATION ENGINEER TO 90% MAXIMUM DENSITY,
L.
ell
ENC WEER t0 VEIz1F'f NTF1,IT % pF
Ul QHUp pR I01z• TO CcAlc•I2 rT0 JLACEM
N1 ,,Ih NE'TE PcR- CONCRETE
ILDIN (•
INSnE C'fI7 K--•, . 1.
ALL PHASES OF WORK PERTAINING T9 THE pCONC (
REETTE
CON - QUIREMENTSSFORLR(
C /
NFOACEG
CONCRETE IL IACI 318E
LATEST
APPROVED
EDITION) WITH MODIFICATIONS AS NOTED IN THE
DRAWINGS OR SPECIFICATION. 2.
CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING
LABORATORY APPROVED BY COCA;. BUILDING OF- FICIALS.
3.
SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTHS S
TYPES. LOCATION
IN STRUCIV STRENGTH 251 21a ALL
CONCRETE (U.No O.) LSoO'
HARD ROCK SLAB
ON G 2 HARD ROCK - COLUMNS
GrGADO 5 _bC00 HARD ROCK 4.
PORTLAND CEMENT SHALL CONFORM TO ASTM C-1511• TYPE 1
OR TYPE I1. , 5.
AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL
REQUIREMENTS AND TESTS OF ASTM.C-3J AND PROJECT SPECIFICATIONS.
EXCEPTIONS MAY BE USED ONLY WITH PERMISSION
OF THE STRUCTURAL ENGINEER. - 6.
CONCRET MIXING OPEAITION, ETC., SHALL CONFORM TO ASTM
o-64, J,
PLACEMIfEENT OF CONCRETE SHALL CONFORM TO ACT STAND- ARDS
SU4 AND PROJECT SPECIFICATIONS. SANDBLAST ALL
CONCRETE SURFACES AGAINST WHICH CONCRETE 15 TO BE
PLACED. B.
CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS
SHALL BE AS FOLLOWS: CONCRETE
POURED DIRECTLY AGAINST EARTH, 3 IN. CLEAR
TO REINFORCING. FORMED
CONCRETE WITH EARTH BACKFILL, 2 IN. CLEAR,
9,
ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CON- CRETE
INSERTS SHALL BE WELL SECURED IN POSITION PRIOR
TO PLACING CONCRETE, 10,
PROVIDE SLEEVES FOR FLUMB'NG AND ELECTRICAL OPEN- INGS
IN CONCRETE BEFOTE PLACING, DO NOT CUT ANY REINFORCING
WHICH MAY CUNFLICT. CORING IN CONCRETE IS
NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCT- URAL
ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE
DRAWINGS. 11.
CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A
RESILIENT TILE FINISH SHALL BE APPROVED BY THE TILE
MANUFACTURER BEFORE USE; 12.
C0WTRJLi 1NSFE6110r1 Ili lNi4U11i Fch A11 cO1JGPI: TE LI/
po > 290^ P41 • -' - S1E1lL1.
1liIlIL.31t1 L STRUCTURAL
STFF1. SIIALL BE DETAILED, FABRICATED AND ERECTED INACCORDANCEWETNTHEAISCSPECCEIIFICATIONFORTHEDESIGN, IL
AIEST N IE1Ol
AIDCIION
OF
SIRl URA: STEEL FOR BUILDINGS 2,
STRUCTURAL STEEL SHALL BE AS FOLLOWS: A.
BEANS AND GIRDERS U.N.O. ASIM
A36 A572
GR50 S.
COLUMNS A53 "B" C.
PIPE COLUMNS • A501 D.
STEEL TUBEF A36 E.
PLATES, ANGLES AND ALL OTHERS 3,
BOLTS SMALL BE AS FOLLOWS: A.
AA3SAL559TEEL
10
STEEL CONNECTION SHALL BE HIGH STRENGTH B.
ANCHOR BOLTS SMALL BE A36. 4.
THE STRUCTURAL STEEL FABRICATOR AND STEEL DECKING FABRICATOR SHALLFURNISHFABRICATIONIGSOFALLSTEELFDRARCHITECTS 5,
NORMAL
SIIEI
BOELEE
IUSII M
EXCEPPTTy
ASSN
NOTE
DGER
INAFMTER
H
THAN
6,
INLSUILDIIIGHCONSTNUCIIDN " IAWSIb1.HiTi53"OFCTHE AHERIICANING
FOR
D ON O PLANSEARE THEE
METE EFFECTIVENLENGTHLREQUIRED.
CALLED
1.
PER
FORME DDIINOANS
SN
APPROVEDFABRICATINGOPWELDING
SMALL
BE R
3.
IINSPECTION IS REQUIRED FOR ALL FIELD WELDING AND HIGH
STRENGTH 9.
FIREPROOFING OF 57EEL SMALL BE AS SHOWN ON ARCHITECTURAL DRAWINGS.
ffiff
ME- al. 1.
A. REINFORCING OP.MI NO TO ASTML
A61
5,IEGGRA EC
60
UFNRO. D•
WIRES
AND
FABRIC
BE MADE a1QE,
COLD
DRAWN 2r
ORLANYRMATERIALDWHICHEMIGHTVAFFECT
GREASE,
ITSBONDLTOCCON- CRETE.
3,
ALL BAR BENDS SHALL BE MADE COLD. 4.
BAR LAPS SHALL BF MADE AWAY FROM POINTS OF MAXIMUM STP.
R.SS OR AT LOCATIONS SHORN ON THE DRAWINGS AND AS
INDICATED BELOW. THE MINIMUM AMOUNT OF ANY LAP SHALL
BE 2 FEET. A.
Col_UMNS--36 DIAMETER. B. HORIZONTALGSTEERS IN SbNDIAMEETLAA
SBS,
WALLS, BEAMS
AND C.
CONCRETE BLOCK MASONRY -- 4U DIAMETERS, 5.
ALL TESTING OF REINFORCING STEEL SHALL BE AS Fi ' QUIRED
BY LOCAL BUILDING CODE OR AS OTHERWISE NOTED
IN THE SPECIFICATIONS- 6.
WEI
DINGEOFI
GRADE
6UDREINFORCINGLSTEELE001RED
FOR
COliCF::
lE_6LOf K 1,
E K D HHJQQ Q GE^ MASONRYUNITSFOAMINGTOASTMCU0. USEOPN END UNITS
FOR STACKED BOER PAITLRN AND UOIID BEAM UNITS AT
HORIZONTAL RLIIIFORCING, 2.
CEMENT \SMALL HE AS SPECIFIED FOR CONCRETE. 3.
REINFORCING BARS--SEE NOTES UIID'.R :, AA NFORCING STEEL' FOR
REOUIRCHENTS, ASTM , GRACE 4U, EXCEPT AS MUTED.
4,
MORTAR MIX SHALL COIIGORM 10 REOUIREMCNTS FOR PROJECT SPECIFICATION
MORTAR SHALL ATTAIN A C01'IPRESSIVE STRENGTH
OF IJ50 PSI AT ZB DAYS. 5.
GROUT SIAI.1. ATTAIN A COMPOEIIENSIVE STRENGTH OF 2000 PSI
AT 28 DAYS. •\ 6.
PRO'::DE A :IIIIi OF , 111 GROUT DCT'n'CEN MAIN REIN' FORCIIIG
AND 14A50IIF UI1175, 1.
OY LIFT CCIISIRUCTION, Pt,•XIMUM GROUT P00' HEIGHT IS FT.,
2 FT,XfOR ESSLIITIAL BUILDINGS. 0.
IIIGH LIFT CONSTRUCEION N.AY DE USED IV CONFORMANCE WITH
PROJECT SPECIFICATIONS. 9.
ALL CELLS IN C014CRETE BLOC,.. SHALL BE FILLED SOLID WITH
GROUT, =X:EPT AS N01C0 IN THE DRAWINGS OR SPECIFICATIONS,
10.
CELLS SIIALL BE VERTICAL ALIG14MENT. DOWELS
IN F00T-. INGS
SIIALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING
STEEL. 11, /
kEFER TO ARCHITE C'f ORAL DRAWINGS FOR SURFACE AID IIEIuHT
OF UNITS, LAYING PATTERN AND JOINT TYPE, 1Y
CoHTiSli W'j, -F O.J ro "Lj1p.00 For, ALL K1•30FIKY tAbrmetJT
WALE. U. N•o• HERMIT #._
TRIS
wit NY i'eS40MFnMY All
1,1117A RE01!FM' f/
I
ttd1
0.:'
Id c i
I
I
IN
E
N,
a .
A
g Dm
Bc.
I. Dnr
Job
Ei
Of,,
3y}. BMNi!.• a
3 d
1 5 1 at;A,Li7.1da y y FOUNDAILONS
1.
FOUNDATION SHALL CONSIST OF-COTTV11i S XReAa PT4 MAR
AIJ•ILIARLF 5dl•PfBS•SUM1B (oPtl', 2.
FOOTING ELEVATIONS SHOWN ON THE PLANS ARE FOR ESTIM- ATING
PURPOSES ONLY AND SHALL BE VERIFIED IN THE FIELD•
3.
FOUNDATION E „INECR SHALL INSPECT FOOTING FXCAVAT- IONS
TO VERIFY DEPTHS PRIOR TO PLACEMENT OF FORMS AIID /
OR REINFORCING STEEL. 4-
6707 '
AOFFS71{HSIL7T.BAiBO TiX•' WTI.
F I +GOMTRA6fiDOfiUML41R,g1,•REPORT 5.
ALL BACKFILL SHALL BE RECOMPACTED UNDER THE SUPER- VISION
OF THE FOUNDATION ENGINEER TO 90% MAXIMUM DENSITY,
L.
ell
ENC WEER t0 VEIz1F'f NTF1,IT % pF
Ul QHUp pR I01z• TO CcAlc•I2 rT0 JLACEM
N1 ,,Ih NE'TE PcR- CONCRETE
ILDIN (•
INSnE C'fI7 K--•, . 1.
ALL PHASES OF WORK PERTAINING T9 THE pCONC (
REETTE
CON - QUIREMENTSSFORLR(
C /
NFOACEG
CONCRETE IL IACI 318E
LATEST
APPROVED
EDITION) WITH MODIFICATIONS AS NOTED IN THE
DRAWINGS OR SPECIFICATION. 2.
CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING
LABORATORY APPROVED BY COCA;. BUILDING OF- FICIALS.
3.
SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTHS S
TYPES. LOCATION
IN STRUCIV STRENGTH 251 21a ALL
CONCRETE (U.No O.) LSoO'
HARD ROCK SLAB
ON G 2 HARD ROCK - COLUMNS
GrGADO 5 _bC00 HARD ROCK 4.
PORTLAND CEMENT SHALL CONFORM TO ASTM C-1511• TYPE 1
OR TYPE I1. , 5.
AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL
REQUIREMENTS AND TESTS OF ASTM.C-3J AND PROJECT SPECIFICATIONS.
EXCEPTIONS MAY BE USED ONLY WITH PERMISSION
OF THE STRUCTURAL ENGINEER. - 6.
CONCRET MIXING OPEAITION, ETC., SHALL CONFORM TO ASTM
o-64, J,
PLACEMIfEENT OF CONCRETE SHALL CONFORM TO ACT STAND- ARDS
SU4 AND PROJECT SPECIFICATIONS. SANDBLAST ALL
CONCRETE SURFACES AGAINST WHICH CONCRETE 15 TO BE
PLACED. B.
CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS
SHALL BE AS FOLLOWS: CONCRETE
POURED DIRECTLY AGAINST EARTH, 3 IN. CLEAR
TO REINFORCING. FORMED
CONCRETE WITH EARTH BACKFILL, 2 IN. CLEAR,
9,
ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CON- CRETE
INSERTS SHALL BE WELL SECURED IN POSITION PRIOR
TO PLACING CONCRETE, 10,
PROVIDE SLEEVES FOR FLUMB'NG AND ELECTRICAL OPEN- INGS
IN CONCRETE BEFOTE PLACING, DO NOT CUT ANY REINFORCING
WHICH MAY CUNFLICT. CORING IN CONCRETE IS
NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCT- URAL
ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE
DRAWINGS. 11.
CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A
RESILIENT TILE FINISH SHALL BE APPROVED BY THE TILE
MANUFACTURER BEFORE USE; 12.
C0WTRJLi 1NSFE6110r1 Ili lNi4U11i Fch A11 cO1JGPI: TE LI/
po > 290^ P41 • -' - S1E1lL1.
1liIlIL.31t1 L STRUCTURAL
STFF1. SIIALL BE DETAILED, FABRICATED AND ERECTED INACCORDANCEWETNTHEAISCSPECCEIIFICATIONFORTHEDESIGN, IL
AIEST N IE1Ol
AIDCIION
OF
SIRl URA: STEEL FOR BUILDINGS 2,
STRUCTURAL STEEL SHALL BE AS FOLLOWS: A.
BEANS AND GIRDERS U.N.O. ASIM
A36 A572
GR50 S.
COLUMNS A53 "B" C.
PIPE COLUMNS • A501 D.
STEEL TUBEF A36 E.
PLATES, ANGLES AND ALL OTHERS 3,
BOLTS SMALL BE AS FOLLOWS: A.
AA3SAL559TEEL
10
STEEL CONNECTION SHALL BE HIGH STRENGTH B.
ANCHOR BOLTS SMALL BE A36. 4.
THE STRUCTURAL STEEL FABRICATOR AND STEEL DECKING FABRICATOR SHALLFURNISHFABRICATIONIGSOFALLSTEELFDRARCHITECTS5,
NORMAL
SIIEI
BOELEE
IUSII M
EXCEPPTTy
ASSN
NOTE
DGER
INAFMTER
H
THAN
6,
INLSUILDIIIGHCONSTNUCIIDN " IAWSIb1.HiTi53"OFCTHE AHERIICANING
FOR
D ON O PLANSEARE THEE
METE EFFECTIVENLENGTHLREQUIRED.
CALLED
1.
PER
FORME DDIINOANS
SN
APPROVEDFABRICATINGOPWELDING
SMALL
BE R
3.
IINSPECTION IS REQUIRED FOR ALL FIELD WELDING AND HIGH
STRENGTH 9.
FIREPROOFING OF 57EEL SMALL BE AS SHOWN ON ARCHITECTURAL DRAWINGS.
ffiff
ME- al. 1.
A. REINFORCING OP.MI NO TO ASTML
A61
5,IEGGRA EC
60
UFNRO. D•
WIRES
AND
FABRIC
BE MADE a1QE,
COLD
DRAWN 2r
ORLANYRMATERIALDWHICHEMIGHTVAFFECT
GREASE,
ITSBONDLTOCCON- CRETE.
3,
ALL BAR BENDS SHALL BE MADE COLD. 4.
BAR LAPS SHALL BF MADE AWAY FROM POINTS OF MAXIMUM STP.
R.SS OR AT LOCATIONS SHORN ON THE DRAWINGS AND AS
INDICATED BELOW. THE MINIMUM AMOUNT OF ANY LAP SHALL
BE 2 FEET. A.
Col_UMNS--36 DIAMETER. B. HORIZONTALGSTEERS IN SbNDIAMEETLAA
SBS,
WALLS, BEAMS
AND C.
CONCRETE BLOCK MASONRY -- 4U DIAMETERS, 5.
ALL TESTING OF REINFORCING STEEL SHALL BE AS Fi ' QUIRED
BY LOCAL BUILDING CODE OR AS OTHERWISE NOTED
IN THE SPECIFICATIONS- 6.
WEI
DINGEOFI
GRADE
6UDREINFORCINGLSTEELE001RED
FOR
COliCF::
lE_6LOf K 1,
E K D HHJQQ Q GE^ MASONRYUNITSFOAMINGTOASTMCU0. USEOPN END UNITS
FOR STACKED BOER PAITLRN AND UOIID BEAM UNITS AT
HORIZONTAL RLIIIFORCING, 2.
CEMENT \SMALL HE AS SPECIFIED FOR CONCRETE. 3.
REINFORCING BARS--SEE NOTES UIID'.R :, AA NFORCING STEEL' FOR
REOUIRCHENTS, ASTM , GRACE 4U, EXCEPT AS MUTED.
4,
MORTAR MIX SHALL COIIGORM 10 REOUIREMCNTS FOR PROJECT SPECIFICATION
MORTAR SHALL ATTAIN A C01'IPRESSIVE STRENGTH
OF IJ50 PSI AT ZB DAYS. 5.
GROUT SIAI.1. ATTAIN A COMPOEIIENSIVE STRENGTH OF 2000 PSI
AT 28 DAYS. •\ 6.
PRO'::DE A :IIIIi OF , 111 GROUT DCT'n'CEN MAIN REIN' FORCIIIG
AND 14A50IIF UI1175, 1.
OY LIFT CCIISIRUCTION, Pt,•XIMUM GROUT P00' HEIGHT IS FT.,
2 FT,XfOR ESSLIITIAL BUILDINGS. 0.
IIIGH LIFT CONSTRUCEION N.AY DE USED IV CONFORMANCE WITH
PROJECT SPECIFICATIONS. 9.
ALL CELLS IN C014CRETE BLOC,.. SHALL BE FILLED SOLID WITH
GROUT, =X:EPT AS N01C0 IN THE DRAWINGS OR SPECIFICATIONS,
10.
CELLS SIIALL BE VERTICAL ALIG14MENT. DOWELS
IN F00T-. INGS
SIIALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING
STEEL. 11, /
kEFER TO ARCHITE C'f ORAL DRAWINGS FOR SURFACE AID IIEIuHT
OF UNITS, LAYING PATTERN AND JOINT TYPE, 1Y
CoHTiSli W'j, -F O.J ro "Lj1p.00 For, ALL K1•30FIKY tAbrmetJT
WALE. U. N•o• HERMIT #._
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