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PLAN NOTESII �ivnrrt
1. 8 X 6 X IS CONCRETE MASONRY UNITS *HERITAGE SLUMPSTONE' (RUNNING 22. LINE OF ROOF VENT ABOVE - SEE SECTIONS AS INDICATED �t V t CITY OF FONTANA
BOND, GROUTED SOLID) WALL- WITH TOP @ 6'-0- A.F.F. W/S X 2 X 16 CAP - I am --LOCATION McDERMOTT SPORTS COMPLEX AT
SEE ELEVATIONS 23. 4" THK. CONCRETE SLAB - SEE FOUNDATION PLAN - LIGHT BROOM /10 7350 EAST LIBERTY PARKWAY -6 job no.
FINISH, • AND SEALED
2. 8 X 6 X 15 CONCRETE MASONRY UNITS * HERITAGE SLUMPSTONE' ATwI CONSTRUCTION TYPE: V -N drawn
EXTERIOR WALLS (RUNNING BOND, GROUTED SOLID) TOP AT 0 8'-G- A.F.F. 24. ELECTRICAL SERVICE
- SEE ELEVATIONS AND SECTIONS AS INDICATED• 0
23. PLUMBING SPACE - SEE PLUMBING PLANS OCCUPANCY: QL submittal
3. S X 6X16 CONCRETE MASONRY UNITS 'PRECISION BLOCK' (RUNNING BOND,
-6- A.F.F. -ALIGN COURSES 26. EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL PLANS
GROUTED SOLID)AT INTERIOR WALLS TOP AT 8
WITH SLUMPSTONE WALLS AND PAINT- SEE SECTIONS AND DETAILS AS
INDICATED 27. SURFACE MOUNTED SANITARY NAPKIN DISPOSER -
0
MODEL: BOBRICK B-270.
or 11 TYPE G - 782 G.S.F.
SaF440, FLCMzVW5IW.._. Ser., ft"ll %. OE
law
4. 20 2x+ wocp sTw " ri t*A Lt s ftpes 0
PFO�Nyf MINLI+/D-11. HT.,m mWN4 alll - K4xr- W&LA-. 17- FIRE SPRINKLERS: THROUGHOUTca
5. MENS RESTROOM SIG.N INTERNATIONAL SYMBOL - 12" X 12"X 1/4' (TYPICAL) 0
APPLICABLE CODE: U.B.C. 199-1 EDITION, U.P.C. EDITION
a. HANDICAP ACCESS SIGN -INTERNATIONAL SYMBOL - 12" X 12" X 1/4' (TYPICAL) C
MOUNTED DIRECTLY BELOW MENS. SIGN - SEE ELEVATIONS ii rt 4 �} r' C e_ e- IF If WITH CITY AMENDMENTS, N.E.C. EDITION ca
Wtoo
�ao 40 ID 4"V/ WITH CITY AMENDMENTS
AL)' _W tVIW 14100*L NO- 11 IS 14 IN9�Ll Pgie� 0
7. WOMENS RESTROOM SIGN INTERNATIONAL SYMBOL - 12" X 12"X 1/4! (TYPIC car -r-1
VI 0
a. HANDICAP ACCESS SIGN -INTERNATIONAL SYMBOL - 12" X 12" X 1/4' (TYPICAL) 1012101/1ve +0 K 571-6 106916f_ cafpAccre ___ ill
HEALTH DEPT. NOTES 11 BASIC WIND SPEED: 80 M.P.H.; EXPOSURE C C1
MOUNTED DIRECTLY. BELOW WOMENS SIGN - SEE ELEVATIONS 1P 0 -0 0
if 4 r-
9. HOSE BIBS -LOCATED 114 RECESSED VANDAL PROOF BOX -SEE PLUMBING ALL EQUIPMENT SHALL MEET NATIONAL SANITATION Ja --I(rw-pfi�Nv) - 11 - PROJECT DATA
FOUNDATION DESIGN SEISMIC ZONE: 4 6_ revision
0
AND INSTALLATION REQUIREMENTS OR n EQUIVALENT.
10. FLOOR DRAIN WITH.FLOOR SLOPED AS SHOWN ON FOUNDATION PLAN - NO. DESCRIPTION
SEE PLUMBING
Q+T��P�_Q%CK�Ir✓ �I•IZ2
STRUCTURAL
2- LIGHT FIXTURES IN FOOD PREPARATION, OPEN FOOD STORAGE AND UTENSIL_ 3% (6 (b
WASHING AREAS ARE TO BE PROTECTED AGAINST BREAKAGE i4P
11. WALL MOUNTED STAINLESS STEEL WATER CLOSET W/ INTEGRAL SEAT- THROUGH THE K*�Kl"j OVW�i�, INS -1*
SEE PLUMBING USE OF PLASTIC SLEEVES, SHATTER PROOF BULBS AND/OR OTHERJIM / �e�H � �-T �-�' r eadil
19-1
APPROVED DEVICES,
Q1Nr=r5L1E-,<R i0dv- 41004-0 o--
1
2. -WALL MOUNTED STAINLESS STEEL URINAL - SEE PLUMBING 34\ EXTERIOR DOOR AT CONCESSON i22 I�GL Irl -RT fzre�oqowop 10-01-2=
I "TALL - ref- ow .- II15E>. I AREA SHALL BE SELF-CLOSING AND FIT TO
-0.1r --- m _CC)IZP 0 f 2A W I 61 S
13. WALL MOUNTED STAINLESS STEEL LAVATORY - SEE PLUMBING
MAXIMUM Vl AT THE BASE AND SIDES. W-- Y -q m IZF
J.
A PROVIDE PERMANENTLY MOUNTED SINGLE SERVICE SOAP AND TOWEL 0
DISPENSERS AT ALL HAND WASH BASINS.
wu*r- VOK MECHANICAL C-MIZ0414-Left-
15. SURFACE MOUNTED HAND DRYER BRADMAX MODEL 2901, BY BRADLEY CORP., =Nz__
i OPM I � A
Is SEAL ALL CRACKS AND CREVICES IN COUNTERS, CABINETS, AROUND METAL. GUTHRIE & ASSOCIATES 0
16. SURFACE MOUNTED SANITARY NAPKIN -DISPENSER COIN OPErA
I gED
lq-V91tLL rep. ca T CONDUITS WITH A NON 530 MAPLE AVENUE A
FLASHING, SINK BACK SPLASHES AND AROUND PIPES AND
_MODEL�_BOBRICK B-2800 A� log -HARDENING SILICONE SEALANT.
17. SURFACE MOUNTED ROLL TOILET PAP 7r -4 . 0 - W_
_XR DISPENSER 4, .4 e- ll TORRANCE, CA., 90503
MVLPr.L QQUULPI OT VANDAL OlUr rMUUUL;1* r- M�rl II 151 PEAl PROVIDE AN AREA OR CABINET FOR STORAGE OF CLEANING EQUIPMENT - I 1 -4 �
(310)781-9079 -6-
18. WATER CLOSET COMPARTMENT DOORS AND PARTITIONS WITH AND SUPPLIES AWAY FROM FOOD PREPARATION, UTENSIL ovora okveo LA14ww"i 0
- BOBRICK - DURALINE r'll rierflior
STAINLESS STEEL HARDWARE THROUGHOUT WASHING AND FOOD STORAGE AREAS. �,
SERIES, SOLID PHENOLIC -COLOR: 828 BLACK. - LV "0
19. 1 1/2" DIA. X 4'-6" LONG STAINLESS STEEL GRAS BAR - SEE INTERIOR ELECTRICAL
- LEVATIONS MOUNTED AT 33- A.F.F.(TYP)- BRADLEY 812-001-2. 7. A ROOM, ENCLOSUREOR DESIGNATED CLO
EA SHALL BE PROVIDED WHERE 3
EMPLOYEES MAY CHANGE AND STORE ES, m
MOSES & ASSOCIATES C
20. 1 1/2" DIA. X T -O" LONG STAINLESS STEEL GRAS BAR - SEE INTERIOR 4
ELEVATIONS MOUNTED AT 33 A.F.F.(TYP)- BRADLEY 812-001-2. a ALL EQUIPMENT INSTALLATION IS SUBJECT70 ONSITE INSPECTORS APPROVAL 93 S. ROBERTSON BLVD., STE 7
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, 6 f 166 (1-4f A Wfj. '5 L*Ar BEVERLY HILLS, CA., 90211-3624
2 -SEE NOTF W'n, 4NIit At -,6 0 A 6 V ri IS e are 9^1 11 VJ/ Loll- Ke.
1 URINAL SCREEN
(310)859-7715
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0%on SHEET a)
RAN NOTES DOOR SCHEDULE CONSULTANTS :E
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FOUNDATION/FRAMING PLAN NOTES NOTES&EGEND FIRE PROTECTION: THIS BUILDING IS TO BE FULLY FIRE SPRINKLERED cc
AS A PART OF THIS WORK. SPRINKLER SYSTEM PLANS
1. SLAB TO BE 4" THICK CONCRETE WITH 6" X 6" WIA X WIA W.W.F. a. ROOF SHEATHING SHALL BE 5/8" THICK RESAWN PLYWOOD, EXTERIORBEAM 16. FOR TYPICAL BLOCK WALL REINFORCING, SEE DETAIL 31D-2 1. SEE DOOR SCHEDULE THIS SHEET -SF-E SHEAT P -3.0F THIS SeT At�40
OVER POLYETHYLENE VAPOR BARRIER BETWEEN (2) 2- THICK LAYERS GLUE (ROUGH SIDE DOWN) PLYWOOD INDEX 2410, LAID FACE GRAIN SfEc4f=ICA710#4 SF-c-noill 15500.
OF SAND. SEE DETAILS AS INDICATED. PERPENDICULAR TOSUPPORT. NAILING TO BE :10d NAILS ATS}" O.C. ALONG f7. FOR TYPICAL BOND BEAM, SEE DETAIL 4113-2 2. PLAN NOTE. SEE PLAN NOTES THIS SHEET 0
- ALL BOUNDARIESAND EDGES AND 12" O.C. IN FIELD. BLOCKING IS NOT P. POST
C
2. AREAS OF BLDG. TYPE 8 & C REFERRED TO AS CONCESSION WILL RECEIVE REQUIRED. is. FOR TYPICAL OPENING REINFORCING, SEE DETAIL 5/0-2 3. AGENCY'S AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY 0
.7
NO SLAB AT THIS TIME. NOTE: NAILING OF ROOF SHEATHING SHALL BE INSPECTED BY THE K. P. KING POST OF ANY DISCREPANCIES IN PLANS. RECORD DRAWING A
BUILDING OFFICIAL PRIOR TO CONCEALMENT WITH FINISH MATERIALS. 19. FOR TYPICAL HEAD, JAMB & SILL DETAILS, SEE DETAIL 6l THE INFORMATION ON THIS DRAWING IS OBTAINED FROM
3., CEMENT USED IN FOUNDATIONS SHALL BE TYPE V. HOAR MANGER 4. E
AGENCY'S AUTHORIZED REPRESENTATIVE SHALL BE NOTIFIED AND SHALL OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE
O. 2 X R.RJJ. SHALL BE SUPPORTED IN HANGERS WHICH SHALL BE SIMPSON NOT BE HELD RESPONSIBLE FOR ANY CHANGES BY OWNER OR CONTRACTOR. PRIOR -TO -USE OR -CONSTRUCTION. DESIGN- C.09SUL--TART_
4. SEE DETAILS AS INDICATED FOR TYPICAL REINFORCING AND DEPTH OF U SERIES OR SULISUR SERIES (AS APPROPRIATE) OF THE LARGEST SIZE (2) D@L FRAL41NO MEMBER 'LOCATIONS C1
• FOOTIONGS. APPROPRIATE FOR THE SPECIFIC FRAMING MEMBER, UNLESS NOTED S. SEE ELECTRICAL, MECHANICAL PLANS PREPARED BY APPROPRIATE IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY'LOCA C
OTHERWISE ON THE PLAN. NAILING SHALL BE IN ACCORDANCE WITH T. G. TOP OF GRATE (AT DRAIN) CONSULTANTS. SEE CONSULTANT LIST THIS SHEET. JDR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE
5. FOR TYPICAL BLOCK WALL STEEL LAYOUT SEE DETAILS THE MANUFACTURERS RECOMMENDATIONS AS GIVEN IN THE CURRENT READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND
PRODUCT CATALOGUE. F. F. FINISH FLOOR S. AGENCY'S AUTHORIZED REPRESENTATIVE OR CONTRACTOR TO VERIFY ALL TO USE THE SAME.
6. FOR TYPICAL OPENINGS IN BLOCK WALLS SEE DETAILS EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK.
10. ROOFING WEIGHT: SLOPED ROOF HAS BEEN DESIGNED TO SUPPORT A.F.F. ABOVE FINISH FLOOR 0-
Z
7. CONCRETE BLOCK WALL SCHEDULE: ROOFING MATERIAL WEIGHT NOT TO EXCEED 950 LBS PER 100 SO. FT. 7. AGENCY'S AUTHORIZED REPRESENTATIVE SHALL APPROVE ALL FIXTURES 1 CL
SYMBOL -THICKNESS VERTICAL REINF. HORIZONTAL REINF. AND FINISHES PRIOR TO INSTALLATION. En
W-1 8- NOMINAL #5 AT 24" O.C. #5 AT 24" O.C. 11. LEGEND: 12. ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED THE SAME AS
SIMILAR WORK SHOWN IN THE CONSTRUCTION DOCUMENTS.
W-2 $a NOMINAL #5 AT 24 N O.C. #5 AT 24" O.C. S. AGENCY'S AUTHORIZED REPRESENTATIVE TO APPROVE ALL COLORS AND
W-3 0" NOMINAL #5 AT 24" O.C. #5 AT 48" O.C. R.R. ROOF RAFTER 13. SOIL BEARING: 1000 P.S.F. MAXIMUM FINISHES PRIOR TO PAINTING OR STAINING. x
ALL WALLS TO BE SOLID GROUTED AND INSPECTED. 9- ALL PLANS DATE STAMPED PRIOR TO ISSUANCE OF BUILDING PERMITS
14. FOR TRENCHES ADJACENT TO FOOTINGS, SEE DETAIL 1/0-2.
DETAIL ARE VOID AND SHALL NOT BE USED. PLANS FOUND ON JOSSITE THAT ARE
S. FOR TYPICAL FOUNDATION STEEL LAYOUT, SEE DETAIL 2/0-2 *BID SETS* SHALL BE CONSIDERED NOT COMPLETE AND VOID.
0
10 ANY DESIGN, MATERIAL, FINISHES. COLORS ETC SPECIFICALLY APPROVED
BY THE GOVERNING AGENCIES SHALL NOT BE CHANGED WITHOUT PRIOR
APPROVAL . I -
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Planning * Landscape Architecture
203 N. Golden Circle Drive 9 Suite 300
Santa Ana, CA 92705 • Ph. 714-664-0010
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