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M
<br /> KEYNOTE LEGEND LEGEND
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<br /> 1. OWNER PROVIDED, CONTRACTOR INSTALLED METAL STUDS WALL @ 16" o.c. FOR PATCH AND
<br /> M SPECIFIED CABINETS & COUNTERTOP/BACKSPLASH INFILL SEE 4/A8.2 AND 18/A8.2.
<br /> (DESIGNED BY OTHERS, VERIFY w/ OWNER) TYP. AT
<br /> ALL SALON SUITES
<br /> 2. KITCHEN SINK & GARBAGE DISPOSAL, SEE PLUMBING DOOR AND FRAME, SEE SHEET A7
<br /> O N o 3. REFRIGERATOR, OWNER PROVIDED CONTRACTOR
<br /> �e) INSTALLED.
<br /> 4. SINGLE COMPARTMENT SALON SINK, SEE PLUMBING
<br /> 30" x 48" WHEELCHAIR TURN AROUND It
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<br /> � + 5. OWNER SELECTED SALON CHAIR, SEE PLUMBING a,L, - - \ W
<br /> 6. TENANT LOCKER CUBBIES, 5' TALL, 6' LONG, 16" DEPTH >
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<br /> '- ;.:-,. 7. OWNER PROVIDED p
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<br /> - VENDING MACHINES 3 OW �
<br /> 60" DIAMETER WHEELCHAIR TURN
<br /> .,-, - ,- >, �,; ,.: .', -, ,GFI , '-• ,'_-:-•- ,-',-- ,:,, -.,• '-• -',-,••. -,„- ,.-•, •: -:,-,GFI ., •;'' -';' - - _- GFI ' _:' -_�'_= ,,;..'_ :=,.
<br /> - AROUND SPACE
<br /> - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - CONTRACTOR INSTALLED. Lo
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<br /> - - 8 OWNER PROVIDED, CONTRACTOR INSTALLEDCDr� p
<br /> _ _ _ _ _ _ SPLASH WALL SIGNAG , SEE 16/A8 AND 10/A8.1
<br /> - - - - - - - - - - - _ _ _ _ _ _ _ -_ _ - - - - - - - - - -• - - _ - _- - 4 SPECIFIED CABINETS & COUNTERTOP/BACK E
<br /> 8 (DESIGNED3 BY OTHERS, VERIFY w/ OWNER)KITC HENETTE
<br /> DOOR REFERENCE
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<br /> SEE DOOR SCHEDULE ON SHEET A7
<br /> • ADA COMPLIANT INK SEE 2 A AND 2 A -
<br /> 9 CO S S / 8 0/ 8
<br /> 3 0 20 0
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<br /> - O� WINDOW REFERENCE o
<br /> 10. FLOOR DRAIN SEE PLUMBING
<br /> O C
<br /> SEE WIND N SHEET A7
<br /> LL OW SCHEDULE LE O U
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<br /> P 8 NlC
<br /> F.E.
<br /> F�b O� � U
<br /> E
<br /> WALL MOUNTED FIRE EXTINGUISHER
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<br /> `H
<br /> MIN. RATING :1 2-1 0B:C
<br /> MAX. 46 HE
<br /> IGHT
<br /> HEI
<br /> 2 7:^3 S
<br /> - - - THICK CONCRETE SLAB OVER 2" MIN. SAND ',,-`:;•:" ".', •;: ' =`: .•,,,;LL`:;. ,:.•',:,•;'',`,•. .>;�•:: `...': • ' '".,;e.,';'. ,;.,',,y_.:;,`_,•.;'
<br /> - - - - - - - - - FILL OVER 10 MIL VAPOR BARRIER TYP. - - - - -
<br /> - - - - - GENERAL NOTES
<br /> - - - - - - G
<br /> Ill GFI GFI
<br /> N
<br /> HDU2
<br /> 2-2X A. FOR TYPICAL ACCESSIBLE TOILET ROOM FIXTURE MOUNTING HEIGHTS AND W Oz J
<br /> CLEARANCES, SEE 6/A800
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<br /> 4 B. ALL DIMENSIONS TO FACE OF STUD, U.N.O. DIMENSIONS WITH "MIN.","CLR.", m z
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<br /> A8.3 1� ARE MEASURED FROM FACE OF WALL FINISH. g
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<br /> 24'-0" 24'-0" C. TYP. INTERIOR WALL FINISH FOR STUD WALLS: 5/8"TYPE 'X' GYP. BD., WATER O z
<br /> RESISTANT TYPE IN RESTROOMS WHERE LOCATED WITHIN 2'-0" OF THE _j W
<br /> FRONT AND/OR SIDES OF PLUMBING FIXT. GYP. BD. APPLICATION SHALL � v �_
<br /> COMPLY w/CBC SECTION 2508. GYP. BD. SHALL BE FASTENED TO SUPPORTS H
<br /> w/SCREWS. N o
<br /> ENLARGED BUNKHOUSE FLOOR PLAN 1/2" _ i'-O" 1 O D. FOR ACCESSIBLE DOOR MANEUVERING CLEARANCES, SEE 12/A800 a
<br /> E. FOR ACCESSIBLE SINK KNEE/TOE SPACE, SEE 11/A800 N
<br /> F. CONTRACTOR SHALL PATCH, REPAIR OR REPLACE ANY ADJACENT WORK
<br /> (WALL, CEILING, FLOOR SURFACES, ETC.)THAT IS DAMAGED, REMOVED
<br /> AND/OR DEMOLISHED DURING THE COURSE OF CONSTRUCTION. SEE
<br /> SPECIFICATION REQUIREMENTS FOR CUTTING & PATCHING.
<br /> G. ALL WORK WITHIN OR ON EXISTING WALLS SHALL BE PATCHED TO MATCH
<br /> THE ADJACENT EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO ALL
<br /> DEMOLITION REQUIRED TO PROPERLY INSTALL PROPOSED IMPROVEMENTS
<br /> (STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC.).
<br /> a. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING
<br /> CUTTING & PATCHING REQUIREMENTS.
<br /> b. COORDINATE WITH RESPECTIVE TRADES FOR THE EXTENT OF
<br /> DEMOLITION AND PATCHBACK REQUIRED TO PROPERLY INSTALL
<br /> PROPOSED IMPROVEMENTS. 7
<br /> E. SEE SPECIFICATIONS FOR ACCESSORY SCHEDULE O
<br /> 2
<br /> 20�2 ,�02
<br /> GFI G FL TTT
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<br /> 4 THICK CONCRETE SLAB OVER 2 MIN. SAND
<br /> - FILL OVER 10 MIL VAPOR BARRIER TYP. -_
<br /> 2'
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<br /> _ - _ - _ - - W
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<br /> U)LE END FOUNDATION NOTES
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<br /> - C 1/
<br /> o O -- 1•, ••, f' 10 ,• URINAL
<br /> A. ALL HOLD DOWNS MUST BE TIED IN PLACE PRIOR TO FOUNDATION
<br /> 1 ..
<br /> -' '- ,- ._ ,,-.•- - ,•:•.-• -•, -• --,.•,.-.•..-•,,-, ; ,,,,;, ,,,,,_;_,-.,-,,_'"�-•-•: .;-•.--• .-,.., _ ..--. -..-,: ., ,-. ,,: ,..." - -: -; ' .'- - - -, - - - - - - - - -- - -- - - - IL NUMBER INSPECTION.SECTION/ ELEVATION MARK SEE REFERENCING DETAIL
<br /> AND
<br /> - SHEET NUMBER FOR ADDITIONAL INFORMATION. z
<br /> 00
<br /> B. CONCRETE` ALL CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT- - - - - � WITH COMPRESSIVE STRENGTH - 3,000 PSI @ 28 DAYS FOR FOOTINGS
<br /> O
<br /> - - - - - - - - -- - - - - -,- - - - - - - - - - - - - - - - -' - - - - - - - -- - - - - - -- - - - SLABS-ON-GRADE, AND FOUNDATION WALLS UNLESS NOTED OTHERWISE.
<br /> N
<br /> - - - - - - - - - - - - - - - - - - - - - DETAIL MARK. SEE REFERENCING DETAIL NUMBER AND SHEET
<br /> �.LI
<br /> - - - - - - - - - S C G U
<br /> NUMBER FOR ADDITIONAL INFORMATION. 0
<br /> POST INSTALLED ANCHOR BOLTS FOR SILL PLATES IN EXISTING CONCRETE J
<br /> SHALL BE SIMPSON STRONG TIE TITAN HD (THD)ANCHORS INSTALLED PER
<br /> N L.L
<br /> � " ";:,• _•_ •, '. .. -•t = .•, ,. • -'., ,., _ ,- _. -..._. ' . , -, ., .',:,'_•. ;.'•.- - . , , ' ' •, ,,.,. •,: THE MANUFACTURER'S INSTRUCTIONS AND ICC-ES ESR-2713. MINIMUM 1/2"
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<br /> a _-.,,,� >: ...,_ .•_ ' •. .• . ._. . .•-_. ,> ;,;,_.._. . ,_�,' STRUCTURAL PLAN WITH REQUIRED
<br /> GFI„ GFI,
<br /> DIAMETER ANCHORS SPACED PER STRUC U S, W QU z
<br /> --- -- -
<br /> _ ,. EMBEDMENT FOR CRACKED CONCRETE O o 0
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<br /> INDICATES CONCRETE FOOTING
<br /> 5 � ¢
<br /> cY) — — — — — — — — — — — — — ——— —— — EXISTING CONCRETE SHALL BE VERIFIED SOUND AND CLEANED BEFORE G W o LL.I
<br /> 66 �J INSTALLATION. DRILL AND INSTALL ANCHORS DRY(NO ADHESIVE). PLACE N
<br /> N �,'�' ♦ ANCHORS WITHIN 12" OF PLATE ENDS ONLY WHERE ALLOWED BY CODE AND
<br /> p �' 1 1� AVOID SLAB EDGES OR CRACKS WITHOUT ENGINEER APPROVAL. PROJECT NO.
<br /> N 8'- 2" 8' -2" BRACED WALL TYPE AND LENGTH. FOR BRACED WALL SCHEDULE
<br /> I 8'-2" 3'-0" 6'-2" SEE DETAIL 3/A9 ALL SILL PLATES SHALL BE PRESSURE-TREATED, WITH 3"x3' WASHERS AT
<br /> N 18'-0" 6'-0" SHEAR WALL LOCATIONS UNLESS NOTED OTHERWISE. ANCHORS SHALL 25-172
<br /> T_ 4 -0 COMPLY WITH ACI 318 AND CRC FASTENING REQUIREMENTS.
<br /> Q ,ZOO+ HOLDOWN. SEE HOLDOWN SCHEDULE FOR ADDITIONAL DRAWING
<br /> �� INFORMATION.
<br /> 0
<br /> ° A2 . 2 d ENLARGED LOCKER FLOOR PLAN 1/2" = V-O" 12
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