9
<br /> 1 2 3 4 4.2 5 6 7 8 8.1 10 11 GENERAL NOTES REVISIONS
<br /> 1. REFER TO ARCH.,MECH.,PLUMB.,ELEC. &REFRIG. DRAWINGS FOR
<br /> ADDITIONAL INFORMATION.
<br /> I I I I I 1 2. ALL FIXTURES, REFRIGERATED CASES,ETC. ARE SHOWN FOR
<br /> COORDINATION ONLY.
<br /> 5. CONTRACTOR SHALL CENTER FLOOR TRENCH DRAINS LOCATED OUTSIDE
<br /> COOLER DOORS ON COOLER DOOR OPENING. REFER TO COOLER BOX SHOP
<br /> 1 DRAWINGS FOR COORDINATION OF DOOR OPENING LOCATION,RE: A1.1-5.
<br /> I I I I I I I 1 6. ALL FINISH GRADES ON THIS SHEET ARE SHOWN IN REFERENCE TO DATUM
<br /> FINISH FLOOR ELEVATION.
<br /> 7. SET ALL FLOOR DRAINS TO FLUSH WITH FLOOR FINISH AS FOLLOWS:
<br /> FINISH CONCRETE:
<br /> TOP OF DRAIN=TOP OF FINISH CONC.
<br /> I I I I I I I
<br /> RESINOUS FLOORING:
<br /> o _o O SET TOP OF DRAIN 3/8"ABOVE TOP OF CONCRETE AS SHOWN ON
<br /> P =,- „v,R=- _° o p SHEET A1, RE: SHEET A9 FOR FLOOR FINISH AND TRANSITION
<br /> „ III �_______ ___p ___________
<br /> " `J` + ______
<br /> _ _ DETAIL
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<br /> 8. LIGHT BROOM FINISH ALL EXTERIOR CONCRETE SURFACES.
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<br /> N o O s s, ____r,1% ARCH. PROJECT NO.
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<br /> -------------I ` iS . I'I I'i lip
<br /> DRAWN
<br /> _ 1. EXISTING CONCRETE SLAB TO REMAIN. PROTECT DURING
<br /> '" -_ ,`I CONSTRUCTION. D.M./K.B./N.C.
<br /> f� -=_=_____-=_
<br /> FL R DRAIN AND RFL R INK RE: P 1 A 1.1- F R PREP LAB
<br /> CHECKED
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<br /> TI IIII'II ,
<br /> 6. OO /O OO S & 6 O . S .
<br /> 0 0 0 ,,''�1 ,_-- _�11'IIIA B ------- 7. TRENCH DRAIN,RE: P1 &A1.1-5 FOR PREP. SLAB. C.P.
<br /> II ------1 XISTING
<br /> ° 11
<br /> I RAY CONCRETE WITH WELDED WIRE FABRIC,WHERE E
<br /> J __ SUBMITTAL DATES
<br /> o III SLAB IS SAWCUT AND REMOVED. VERIFY QUANTITY AND
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<br /> CONDITION OF EXISTING GRANULAR BASE AFTER CONCRETE 06/12/20
<br /> ` _________I y ______ _______________ ___�_ ,L_ _ _________
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<br /> REM V D IMP RT NEW NUL FILL T M T H EXI TIN I
<br /> REQUIRED. CONDITION GRANULAR BASE AND COMPACT TO 95%
<br /> 11 I '`„
<br /> PROCTOR. PATCH BACK SAW CUT AREAS WITH CONCRETE AS OTB DATE
<br /> --------- -tL--------- ° --
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<br /> ��TYP --- ---------- ____-_-_L L 6 8 SPECIFIED AND FINISH TO MATCH EXISTING ADJACENT SURFACE.
<br /> ' p �, DOWEL AND EPDXY 1/2"DIAMETER X 14" SMOOTH DOWELS AT 12" O.C.
<br /> ------------
<br /> 'i _ 7'' INTO EXISTING SLAB TO TIE THE NEW SLAB TO EXISTING, RE: A1.2-4.
<br /> �_____ _ _____________ _F
<br /> _-_„ ° °bIr PROVIDE CONTROL JOINTS TO MATCH EXISTING/ADJACENT AT NEW
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<br /> TEEL B LL AT E RNE RDINATE B LL
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<br /> _ :� :11 o ! III :; L INSTALLATION WITH CASE INSTALLATION FOR PROPER PLACEMENT, w
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<br /> ;IIII N.IIIII1f l I 1 11: 35. NEW BOLLARD COVER AT EXISTING BOLLARD, RE: A13. H 4� Q
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<br /> - -----------------------'----- °° I ° I I l I :1;; I ________----- ----------- 1111 I i!I I 3 6. WHERE ALL CRACKS IN EXISTING SLAB EXCEED 1/4" IN THICKNESS �o W a�)"0
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