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<br />REF MANUFACTURER FOR SLAB EXTENTS,
<br />REF MECH FOR LOCATION THICKNESS AND REINFORCING; SLAB
<br />AND EXACT CONFIGURATION SHALL MEET THE REQUIREMENTS FOR
<br />OF GREASE INTERCEPTOR H2O TRAFFIC LOADING
<br />SLOPE PAVEMENT
<br />MANUFACTURER'S COVER OR GRADE AWAY
<br />[FROM MANHOLES
<br />----- -
<br />I I I I
<br />I I I I
<br />I I II II I I
<br />I I II II I I
<br />I I II II I I
<br />N
<br />I
<br />EXISTING BUILDING
<br />WALL
<br />EXISTING BUILDING
<br />FOOTING
<br />3000 PSI '
<br />CONCRETE 1
<br />AROUND TANK
<br />IF EXCAVATION IS REQUIRED BEYOND
<br />THE PLANE SHOWN, THE CONTRACTOR
<br />SHALL INSTALL A TEMPORARY
<br />ENGINEERED BRACING/STABILIZING
<br />' SYSTEM TO AVOID UNDERMINING THE
<br />EXISTING FOOTINGS
<br />PEA GRAVEL BELOW TANKS WITH 3/4" MAXIMUM AND 1/8"
<br />MINIMUM PARTICLE SIZE. GRAVEL SHALL BE CLEAN AND FREE
<br />FLOWING, FREE FROM LARGE ROCKS, DIRT, SAND, ROOTS,
<br />ORGANIC MATERIAL OR DEBRIS. MATERIAL SHALL HAVE NO
<br />MORE THAN 3% PASSING THE #8 SIEVE AND SHALL BE
<br />COMPACTED TO 98% STANDARD PROCTOR
<br />GREASE INTERCEPTOR
<br />N TS
<br />EXTERIOR FA
<br />OF CMU
<br />NEW SLAB TO
<br />MATCH EXISTING
<br />1/2" DIA x 0'-8" SMOOTH ROUND
<br />DOWELS AT 24" OC (3 MIN); DRILL
<br />AND EMBED 6" INTO EXIST WITH
<br />HILTI HIT-HY 200 ADHESIVE
<br />EXISTING SLAB
<br />TO REMAIN -�
<br />#4
<br />#4 DOWELS AT 24" OC;
<br />DRILL AND EMBED 4" INTO
<br />EXISTING CMU WITH HILTI
<br />HIT-HY 70 ADHESIVE —
<br />12"
<br />CONST JT REQD
<br />1/2" DIA x 0'-8" SMOOTH ROUND
<br />DOWELS AT 24" OC (3 MIN)
<br />CENTERED ON JOINT WITH GREASE
<br />ON ONE END; LOCATE DOWEL 4"
<br />FROM FACE OF CMU AT EACH END
<br />REF 3-S1 FOR STOOP
<br />EXISTING CMU
<br />............. ..._..................... ..... _....... ...._......._.................................................: EXISTING
<br />10"
<br />CONT FTG
<br />SLAB INFILL AT NEW OPNG
<br />3/4"=1'-0"
<br />REF PLAN FOR
<br />STL COLUMN
<br />WRAP COLUMN WITH 1"
<br />FLEXIBLE FOAM CLOSED CELL
<br />EXPANSION MATERIAL (FILL TOP
<br />WITH ELASTOMERIC SEALANT)
<br />WATERPROOF BASE PL, ANCHOR
<br />BOLTS, AND COLUMN WITH
<br />ASPHALTIC MASTIC BELOW FF EL
<br />BASE PLATE 3/4"x12"x1'-O" WITH (4)
<br />3/4" DIA A36 ALL -THREAD RODS; DRILL
<br />AND EMBED 6 3/4" WITH HILTI HIT-HY 200
<br />ADHESIVE; PROJ 4", REF 10-S3
<br />REF FDN PLAN
<br />FF EL
<br />1
<br />LOCATE PILASTER REINF AS
<br />SHOWN; SIZE OF REINF TO
<br />1 1/2" NON -SHRINK GROUT BELOW COLUMN MATCH TYP VERT WALL REINF,
<br />BASE PL PLACED AFTER ERECTION AND REF 2-S1; PROVIDE FTG DOWELS
<br />PRIOR TO INSTALLATION OF ROOF DECK, TYP AT REINFORCED CELLS, REF 2-S1
<br />98'-0" FIELD VERIFY)JAMB REINF,
<br />>_ TOF EL BUILDING WALL
<br />REF 1-S3
<br />w
<br />.... _..........I I MATCH EXIST
<br />3" BO FTG EL MORTAR COLLAR
<br />#5 AT 12" OC T&B; DRILL AND CLR JOINT SOLID °
<br />EMBED 6" INTO EXISTING FTG (2) #5 T&B
<br />WITH HILTI HIT-HY 200 ADHESIVE "
<br />V-6"
<br />4"--]
<br />" (x 5'- 6")
<br />(FIELD
<br />VERIFY)
<br />NEW COLUMN AT EXIST WALL
<br />#2 TIES AT 16 OC
<br />8" CMU PLACED IN BED
<br />REF PLAN JOINTS, TYP
<br />CMU PILASTER — PLAN VIEW
<br />3/4" = V-0" V f 3/4"=V-0" 073109
<br />FILL JOINT FLUSH WITH ADJACENT
<br />FLOOR SURFACE
<br />RESAW CONSTRUCTION JOINT 1 /8" x
<br />" T/4 DEEP TO PRODUCE VERTICAL
<br />SIDE WALL AND HORIZONTAL SHELF
<br />TO SUPPORT JOINT FILLER. FILL
<br />WITH JOINT FILLER OR JOINT
<br />SUBFLOOR FILLER WHERE REQUIRED
<br />PER SPECIFICATIONS
<br />NOTE:
<br />REF ARCH FOR LENGTH OF STOOP
<br />s2_2-008
<br />SLAB JOINT ALIGNS WITH
<br />CMU FACE AT SIM
<br />DOOR, REF ARCH
<br />PLATE DOWELS AT
<br />\ "- NOTE:
<br />1/2" DIA x 0'-8" SMOOTH ROUND DOWELS
<br />24" OC, REF SPECS
<br />DOWELS MUST BE LEVEL
<br />AT 24" OC CENTERED ON JOINT; DOWELS
<br />AND SQUARE WITH JOINT.
<br />MUST BE LEVEL AND SQUARE WITH JOINT
<br />PMEJ AND SEALANT,
<br />CONSTRUCTION
<br />JOINT (CONST JOINT)
<br />(REQD ONLY AT CONC PAVING)
<br />REF ARCH
<br />4B
<br />PAVING
<br />#4 AT 16" OC EWj\
<br />_ OfSLOPE
<br />REF ARCH
<br />�" 0
<br />"
<br />FILL JOINT FLUSH WITH ADJACENT
<br />IRV TOC EL
<br />FLOOR SURFACE
<br />ry
<br />°
<br />T I
<br />SAWCUT CJ, FILL WITH JOINT FILLER
<br />I
<br />1„
<br />OR JOINT SUBFLOOR FILLER WHERE
<br />-I _
<br />SLAB TURN DOWN ON
<br />REQUIRED PER SPECIFICATIONS
<br />°
<br />°
<br />THREE SIDES, TYP o�
<br />1 /8" x T/4 DEEP SAWCUT
<br />NON -FROST
<br />CONTRACTION JOINT FOR WET CUTTING
<br />SUSCEPTABLE FILL
<br />OR EARLY ENTRY SAW CUTTING
<br />(2) #4 CONT WITH
<br />\
<br />CORNER BARS
<br />3"
<br />3"
<br />CLR
<br />CLR
<br />• _
<br />1
<br />- 0'
<br />CONTRACTION
<br />JOINT (CJ)
<br />4A
<br />NOTE:
<br />REF 2-S1
<br />FOR ITEMS SHOWN BUT NOT NOTED.
<br />CONCRETE SLAB JOINTS
<br />3/4" = 1'-0"
<br />083013
<br />4- 22
<br />NOTE:
<br />IF EXISTING CELL(S) IS REINFORCED AND
<br />GROUTED SOLID, REINFORCING SHOWN
<br />FOR THAT CELL(S) IS NOT REQD.
<br />GROUT SOLID FROM TOP OF
<br />FF TO BOTTOM OF STL LINTEL CUT INSIDE CMU FACE SHELL TO INSTALL
<br />BARS, (CUT EXTERIOR FACE OF CMU WHERE
<br />INSIDE FACE IS NOT ACCESSIBLE. REPLACE
<br />EXISTING EXTERIOR FACE SHELLS AFTER GROUTING);
<br />CMU WALL FORM AND GROUT IN 5'-0" LIFTS
<br />....... ....... _ -
<br />cyLd
<br />Lds 11 -
<br />_.... ..... -
<br />(1) #6 CONT IN EACH CELL
<br />8" 1'-4" FROM FF TO ROOF;
<br />REF 5-S3 FOR LAP
<br />BM
<br />BRG
<br />JAMB REINFORCING
<br />'n' �A�T N�EW�Q�P NG
<br />_,
<br />(2) #4 x 2'-0"; SET 1 1/2" FROM
<br />RE-ENTRANT CORNER AND 1 1/2"
<br />BELOW SLAB SURFACE, TYP
<br />CJ
<br />3/4"=1'-0" 073109
<br />CJ
<br />NOTE:
<br />NO REINF STL
<br />0 NECESSARY WHEN 2 SAW
<br />JOINTS TERMINATE AT
<br />RE-ENTRANT CORNER.
<br />RE—ENTRANT
<br />CORNER REINFORCING
<br />NTS 073109 3-4-08
<br />C � L CMU
<br />I CL FTG
<br />AS INDICATED IN 8" CMU WALL REINFORCED
<br />-1/2" DIA x 0'-8" SMOOTH ROUND GENERAL NOTES WITH #6 AT 48" OC;
<br />DOWELS AT 24" OC (3 MIN) CENTER IN WALL
<br />CENTERED ON JOINT WITH GREASE PMEJ AND SEALANT IF
<br />ON ONE END; LOCATE DOWEL 4" REQUIRED, REF ARCH 30# FELT JOINT
<br />FROM FACE OF CMU AT EACH END CONT, TYP
<br />PAVING
<br />REF FDN PLAN
<br />FF EL
<br />REF FDN PLAN -"-"-" •
<br />FF EL Mrl (1) #5 CONT LEVELING MORTAR BED
<br />BELOW FIRST COURSE
<br />SOLID GROUT ALL
<br />(1) #5 CONT LAP WITH REINF CELLS BELOW GRADE REF FDN PLAN
<br />IN BOND BEAM BEYOND
<br />REF FDN PLANjk
<br />TOF EL
<br />#3 x 3'-O" DOWELS o2,-Q"
<br />AT 16" OC (3 MIN)
<br />NOTE:
<br />DOWELS MUST BE LEVEL
<br />AND SQUARE WITH JOINT.
<br />�l SLALB_8�T OPENING WITH STOOP
<br />080913
<br />PROVIDE HORIZ REINF
<br />TOF ELqV
<br />0
<br />I
<br />(3) #5 CONT
<br />DOWELS MATCHING
<br />3" 3" CMU WALL REINF SIZE
<br />CL CLR AND SPACING WITH
<br />2'-0" STANDARD ACI HOOK;
<br />ALTERNATE HOOK DIRECTION
<br />1 EXTERIOR WALL FOOTI N G
<br />3-4-14 ` L l 3/4" = 1'-0" 112709 S2-001
<br />4-01
<br />1 0.9
<br />NOTE:
<br />REF 7-S1 FOR
<br />REF INFORMATION SHOWN
<br />EXIST CMU WALL PLAN BUT NOT NOTED
<br />TO REMAIN REF PLAN FOR
<br />l STL COLUMN
<br />II a. I I
<br />WATERPROOF BASE PL, ANCHOR -
<br />BOLTS AND COLUMN WITH
<br />ASPHALTIC MASTIC BELOW FF EL REF 7-S1 FOR BASE PLATE WITH (4) 3/4 DIA
<br />! ` i ALL -THREAD RODS DRILLED AND EMBEDDED
<br />EXIST STL COLUMN 1 j i 6 3/4" INTO EXISTING FOOTING WITH HILTI
<br />TO REMAIN HIT-HY 200 ADHESIVE; PROJ 4', REF 10-S3
<br />EXIST SLAB
<br />I ,
<br />TO REMAIN REF FDN PLAN
<br />--- I i FF ELlip
<br />I
<br />EXIST FOOTING
<br />I
<br />j
<br />I I
<br />TO REMAIN
<br />98'-8" FIELD VERIFY
<br />�-
<br />TOF EL
<br />w E
<br />•
<br />_I
<br />j
<br />MATCH EXIST
<br />BO FTG EL
<br />#5 AT 12" OC T&B; DRILL
<br />AND
<br />7'
<br />2 -0
<br />(3) #5 T&B
<br />EMBED 6" INTO EXISTING FTG
<br />WITH HILTI HIT-HY 200 ADHESIVE
<br />(FIELD
<br />(x4'-6")
<br />VERIFY)
<br />1 NEW COLUMN
<br />AT
<br />EXIST
<br />WALL
<br />3/4" = 1'-0"
<br />0.9
<br />I
<br />I�
<br />40'-8"
<br />CMU CONTROL JOINT 20'-0" 20°-8" S1 ROT
<br />REF ARCH FOR DETAILS
<br />4'-0" 6'-4" 30'-4"
<br />1r-------------
<br />RE 5-S1 FOR REINF
<br />I
<br />I
<br />I 9
<br />ROT
<br />I
<br />N CO I _
<br />I1 !--- - - - - - - - - - - - - - - ----------------------- 11 8-S1
<br />I I
<br />I i COORDINATE SEQUENCING
<br />DOWEL NEW CMU WALL VERT OF COLUMN AND CMU WALL
<br />98'-8" i I REINF TO EXIST FTG, EMBED INSTALLATION IN ORDER TO
<br />TOF EL i I f 6 3/4" WITH HILTI HIT-HY INSTALL ANCHORS IN
<br />0 COLUMN BASE PLATE
<br />200 ADHESIVE
<br />I < CJ INFILL 3'-4" WIDE OPENING WITH 8" CMU UNITS TO
<br />I � 98 -8 MATCH EXISTING; SIDES OF OPENING SHALL BE
<br />1 i Q TOF EL TOOTHED IN TO MATCH RUNNING BOND; DO NOT CUT
<br />� i m I THE EXISTING VERTICAL REINFORCEMENT; ALTERNATE
<br />cc ao i I O + FACE SHELLS AT JAMB MUST BE CAREFULLY REMOVED
<br />N I I 1 TO LEAVE GROUTED CORE WITH REINFORCEMENT INTACT;
<br />� I P
<br />N i Q CJ WITH 3'-4" OPENING TOOTHED IN PLACE, NO FURTHER
<br />DOWELLING OF THE INFILL OPENING TO EXISTING WALL
<br />I IS REQUIRED; ALL SIDES SHALL BE PROPERLY PLACED
<br />I
<br />U CJ AT 3 EQUAL SPACE WITH FULL MORTAR JOINTS
<br />I
<br />I
<br />I U r
<br />I
<br />I I
<br />8-S1
<br />_ _ _ I I cJ I �- - B. 4
<br />TOF EL
<br />1 I 4" CONC SLAB UNREINF OVER 1
<br />I (FIELD VERIFY)
<br />I 30# FELT ISO
<br />I I VAPOR BARRIER (REF SPECS);
<br />FF EL = 100'-0" JT AGAINST U
<br />EXISTING WALL
<br />w I HSS6x6x1 /4, TYP
<br />U �II 3 PLACES
<br />U) CJ I
<br />2-S1 I I _j [ EXISTING
<br />00 0 i ? [ II CMU WALL
<br />I
<br />'°No N i i w0 CJ; REF j
<br />°° 4-S1, TYP EXISTING CONT
<br />I ' WALL FOOTING
<br />I I Q E
<br />EXISTING COL, TYP
<br />I
<br />I U I
<br />1 98'-0„
<br />TO EL
<br />I
<br />I I
<br />7-S1
<br />11._... _..... (FIELD VERIFY)
<br />CJ
<br />I — i
<br />I I
<br />I I I I
<br />I I
<br />1 I I
<br />I I
<br />I I I
<br />I I
<br />C, STEP BOTTOM OF FOOTING IF I
<br />1 Ld CJ NECESSARY TO MATCH BOTTOM OF
<br />I ¢ EXISTING FOOTING AND PROVIDE (3) #5 1
<br />x 2'-0" DOWELS; DRILL AND EMBED 6" i I
<br />I i i Q WITH HILTI HIT-HY 200 ADHESIVE
<br />CD I N I I 2-S1 N
<br />w I
<br />r7 CL CL
<br />Q CJ COL COL
<br />I
<br />I
<br />I 1'-10" -4 1' 10" I
<br />U REF -S3 FOR , i I
<br />1 i REIN , TYP 6 TYP
<br />I
<br />ao i I S1 i co
<br />I I i 1 N
<br />N I I
<br />I
<br />- - - - --------------- ---------- ----------�
<br />� �� �� Ln
<br />-I 1 4-S2,1 4-S2.1 1 z Q
<br />¢ 98 -8 cn I ____OH_-� WIDEN FOOTING 8" o 0
<br />zI L--------
<br />0 o TOP EL N AT PILASTER, TYP; �
<br />J � PROVIDE (1) 0 o
<br />0 ow �' ADDITIONAL #5 BOT z w
<br />z 0 2'-8" U IY
<br />Q 2'-8" 14'-8" 16'-0" 9'-4" ¢
<br />IL
<br />w (WINDOW) 2'-0" 2'-0" U
<br />U 1
<br />CMU CONTROL JOINT 20'-0" 29'-4"
<br />REF ARCH FOR DETAILS
<br />49' - 4"
<br />LIQUOR BOX FOUNDATION PLAN
<br />1 /8" = 1'-0"
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<br />ISSUE BLOCK
<br />/ 1 \ 107/11/161 ADD #3
<br />CHECKEd BY:
<br />BJH
<br />DRAWN BY:
<br />CMP
<br />PROTO:
<br />LBA
<br />PROTO CYCLE:
<br />051514
<br />DOCUMENT DATE:
<br />120415
<br />JBA PROJ#:
<br />1435000706
<br />LIQUOR BOX
<br />FOUNDATION
<br />PLAN AND
<br />DETAILS
<br />SHEET:
<br />s 1
<br />-- - �. .. x .- . � r : �: rr•� -. 'n+' "� a�Je;`:n�Y-
<br />
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