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HomeMy WebLinkAbout58310'-7" 163'-6" I I 10 I I I. 1 I I I WF5 I 11 I I I 15 I T/F 99'-4" I I 9 I S301 5 I 9 11 19 I I I I s3o1 I 1 19 I I I M I I I 1 1 I I I I I I I I I 1 U. 1 � 13 I I I I I I I 18 I L S I I s3o I I I 11 I I I I I I I I I11 I I 3 I 2 4 i I I I I I I T/F 9s'-4" s3o I o I I I I I I I I I I L---- --_--J ---J-----L----1-----J-----L----J-----J-----L-----I--- ---- - — — — L Ii L1 i WF3 L1 s3o1 I I$ I I I 11 I I I I I I I I I I+� 5- L ----I. ., ......, s30 I I I I I I I I I I I 1 I I I I M I 1 I I I 13 I I I I 1 1 1 s3o I I I I I I I I 1 18 1 15 I I I I I 3 I I I I I I II I I I I I I I I I I I I 1 I I I L---- I ----- L -----_ — — — — -� — — — — — — — — — — — — — — — — — — — — — — — — — t 14 5 I I i I I I I I 1 I I I 15 II I I I I I I I I I --- 1 I -1----------------------------I----- �----- I I I 1 I I I I I 1 I 12'-C' 1 1 I 15 I 1 I I 1 1 1 1 i I i WF6' 1 14 I I I I I I I 1 • I---- � -- —1-- I I I I I I i 1 I I I I I I I ---I 1-- —I— — �_-- ---- ---- --- — ---- — — — — ----- — -- — — — — -----------------------� 7 4- 19 1 7-------------------------------------- --------------------WF--------- WF3 I n FOUNDATION PLAN - AREA 'B' SCALE: 1"=10'-O" GENERAL NOTES:HOf Wge�"off 1. SEE S101 FOR FOUNDATION NOTES. WoB�En�y�g zw mw�zz�2"Z ijaOWa 2. FINISH SLAB ELEVATION = 100'-0' (U.N.O.) SEE = KA CMDRAWINGS FOR USGS FINISHED SLAB 5 RL a g o 8 F g 81 ELEVATIONS. coiz?"78Yw�Z Ev aoH255tno�a�So 3. TOP OF EXTERIOR FOOTINGS = 99'-0' (U.N.O.) 4. TOP OF INTERIOR FOOTINGS = 99'-0' (U.N.O.) Z 5. EXTERIOR FOOTING SHALL BEAR AT OR BELOW Q FROST LINE. FOUNDATION DRAWINGS ARE BASED Z ON A FINAL GRADE WITHIN 6' OF THE FINISHED — SLAB ELEVATION. O W 6. COORDINATE LOCATION AND SIZE OF OPENINGS IN WALLS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. Q =5 Q 7. CONCRETE CONTRACTOR TO COORDINATE WITH J U EQUIPMENT SUPPLIERS/INSTALLERS FOR ALL U IN -GROUND OR UNDERSLAB EQUIPMENT (FLOOR DRAINS/SINKS, RADIANT HEATING, VEHICLE LIFTS, Q LL ETC.) _ >= V) KEY NOTES: O SEE ARCH. & CML DRAWINGS FOR EXTENTS OF W LLI j SITE CONCRETE AND/OR PAVERS. J 2 5' CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 WWR O 'VAPOR > W 0 ON 10 MIL -MAT" UNDERSLAB VAPOR 0 J BARRIER BY W.R. MEADOWS SEALTIGHT OVER 4' MIN. COMPACTED STONE BASE uj 0 O 5" CONC. SLAB REINF. W/ 64-W2.902.9 WWR 0 Z OVER 4' MIN. COMPACTED STONE BASE D < O4 COLUMN ISOLATION JOINT (SEE DETAIL SHT. S303) Q --d OSAW CUT CONTROL JOINTS IN SLAB (SEE DETAIL W SHT. S303) SAWCUTS IN ALL EXPOSED CONC. LLI SLABS TO BE FILLED WITH SELF -LEVELING Z 0� FLEXIBLE SEALANT (NO EPDXY) SEE ARCH. DWGS. M F - Q W OPRECAST CONCRETE PANEL KNEE WALL AT STOREFRONT (SEE SECTIONS) PRECASTER TO FIELD., MODIFY PANELS AS REQUIRED AT COLUMNS AND CO BASEPLATES FLOOR DRAIN SET LEVEL WITH TOP OF SLAB (SEE ARCH. & PLUMBING DWGS. TYP.) O TRENCH DRAIN T/DRAIN 2' BELOW F.F. 0 OCATCH BASIN T/DRAIN EL. 2" BELOW F.F. 10 8" CMU REINF W/ #6 0 40" O.C. (TYP. U.N.O.) 8' CMU LOW WALL REINF. W/ #5 0 48' O.C. 11 STD. HOOK) ❑ (PROVIDE SEE PLUMBING DRAWINGS FOR DETAILS AND SPECS O12 FOR CAST -IN-PLACE CONCRETE TRENCH LLL���JJJ DRAIN AND UNDERGROUND PRECAST CONCRETE TANKS FOR CAR WASH. COORDINATE WITH PLUMBING ❑ CONTRACTOR AND CAR WASH SUPPLIER FOR EXACT REQUIREMENTS AND TO DETERMINE EACH CONTRACTOR'S SCOPE OF WORK. 13 COORDINATE RECESSED SLAB WITH EQUIPMENT SUPPLIER TOOLED JOINT IN SLAB AT INTERIOR DOOR 14 OPENINGS (TYP.) 15 PRECAST CONCRETE WALL PANELS 16 6" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 WWRMq,p O '%, / OVER 4' MIN. COMPACTED STONE BASE 1STER F 1 5' CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 O WWR N 0 OVER PEX TUBING ON INSUL-TARP OVER 4' MIN. COMPACTED STONE BASE. SEE MECHANICAL __ 870326 .` DRAWINGS FOR EXACT LOCATIONS, DETAILS, AND STATE OF SPECS. FOR RADIANT FLOOR SLAB ASSEMBLY OOVERPOUR CONC. SLAB AT DOOR OPENING SEE 18 SEC1IONS 19 EXTEND FOOTING 2'-0" PAST END OF PANEL ❑a �I WALL FOOTING SCHEDULE ❑ La MARK SIZE (W x D) REINFORCING ® o WF1 1'-6' x 2'-6" (2) #5 WF2 2'-0' x 2'-6" (2)5 �7 WF3 S-0" x 2'-6" (3) 15 m-- - o WF4 4'-0" x 2'-6" (4) #5 CONT T & B 14 T 0 12fte to o Z Z WF5 5'-0" x 2'-6" (6) #5 CONT T & B 14T012 c- �; o �. _ o o > o WF6 6'-0' x 2'-6" (7) #5 CONT T & B #4 T 0 12 Ln Z r- REINFORCING INDICATED SHALL BE BOTTOM U.N.O. PROVIDE TIES ONLY IN FOOTING NOTED. COLUMN FOOTING SCHEDULE Z o MARK SIZE REINFORCING a .. m 0 w L N o o m w F1 4'-0" x 4'-0' x 2'-6' (5) #5 F2 6'-0" x 6'-0' x 2'-6" (13) j5 F3 7'-0" x 7'-0" x 1'-9" (11) 15 F4 8'-0" x 8'-0" x 1'-9' (11) 16 o w Z m CL C M a M F5 8'-3" x 8'-3" x 2'-6" (11) #6 T & B F6 10'-0' x 10'-0" x 1'-9" (11) 16 REINFORCING INDICATED SHALL BE EACH WAY AT BOTTOM U.N.O. z o USE CONCRETE BRICK OR WIRE BAR SUPPORTS z } = AT 36" O.C. TO SUPPORT REINFORCING BARS W Z IL 3 Y Q IL 0 o � B fi C Q 0 W Q NN w © 2013 PROFESSIONAL ENGINEERS' GROUP, INC. B FOUNDATION PLAN �- AREA 'B' KEY PLAN N S202 SCALE: NONE