Trash Enclosure DetailsPAINTED STEEL POST CAPS
(TYP) PAINT PT-113
COLLAR HINGES (TAO & ADD
GREASE FITTINGS AT EACH
HINGE GREASE HINGES
AFTER PAINTING)
2-1/2" X 2-1/2" PAINTED
STEEL TUBE GATE FRAME -
PAINT PT-113
6" DIAMETER PAINTED STEEL
POST - PAINT PT-113
1-1/2" X 1-1/2" PAINTED STEEL
ANGLES - PAINT PT-113
DROP RODS BEYOND
8' - 0"
-0' - 6"
BR-A
-0' - 6"
E2
A-103
B1
A-103
_____________________A-103
A3
BR-ABR-A
8' - 8"
7' - 4"
0' - 0"
-0' - 6"
T/ EXTERIOR
BOND BEAM
T/ INTERIOR
BOND BEAM
T/ SLAB
54
8' - 0"
T/ GATE
GROUND LEVEL
C2
A-103
E2
A-103
C4
A-103
STORAGE
6" DIAMETER STEEL
PIPE GATE POST, TYP.8"x16" WALL DRAIN
OPENING BELOW.
PROVIDE SOLID
BLOCK ABOVE
OPENINGS, TYP.
PIPE BOLLARD, TYP.
RE: CIVIL
REFUSE
LOW PROFILE
TURBINE
SUPPLIED AND
INSTALLED BY G.C.RAMP TO DOOR MAX
SLOPE 1:12
RE: CIVIL SITE PLAN
FOR GRADINGRE: KITCHEN
FOR SHELVING
IN THIS AREA
54
0' - 0"
4'-0" UNISTRUT
4'-0" UNISTRUT
8"x16" WALL DRAIN
OPENING BELOW.
PROVIDE SOLID
BLOCK ABOVE
OPENINGS, TYP.
4'-0" UNISTRUT
4'-0" UNISTRUT
0' - 0"0' - 0"
-0' - 2 5/8"
0' - 0"0' - 0"
1/4" / 1'-0"
1/4" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"0' - 0"0' - 0"
-0' - 2 5/8"
0' - 0"0' - 0"
9"
1'-0"8'-8"1'-0"
10'-8"1'-8"3'-8"2'-0"1'-0"12'-3 3/4"1'-0"12'-8 1/4"1'-0"1'-0"3'-8"1'-0"8'-4"1'-0"9'-4"4'-3 3/4"4'-0"9'-3 1/2"4'-0"4'-5"13'-3 3/4"13'-3 3/4"8'-8 1/2"4'-8"9'-4"10'-4"
CONDUIT
RE: ELECTRICAL
-
-
A4
A-103
STORAGE
WHITE ROOFING MEMBRANE
ON ROOF DECKING - RE: STRUCTURAL
ON RAFTERS - RE: STRUCTURAL
ON 1/2" CDX PLYWOOD CEILING -
PAINT PT-31A
WHITE ROOFING MEMBRANE
AT WALL BEYOND
1/2" EXPANSION JOINT -
RE: STRUCTURAL
SEALED CONCRETE
SLAB - RE: STRUCTURAL
ONE COAT OF PRIMER & ONE COAT
OF PT-100, TYP INSIDE THIS ROOM
BLOCK FILLER WITH ONE COAT
OF PRIMER & ONE COAT EPOXY
PAINT TO MATCH BRICK.
T/ EXTERIOR BOND BEAM
T/ INTERIOR BOND BEAM
T/ SLAB
8' - 8"
7' - 4"
0' - 0"
TERMINATION BAR AT EXPOSED EDGE
1" / 1'-0"
16 GA FORM DECK PANELS
WELDED TO FRAME - PAINT
GATE PULLS AS APPROVED
BY OWNER.
STEEL PLATE AND ANCHORAGE
1" DIAMETER STEEL DROP ROD
1-1/4" DIAMETER DRILLED HOLE
IN CONCRETE DRIVE.
STEEL BENT CLIP BOLTED TO
STEEL MAIN FRAME - PAINT
6" LONG DROP ROD GUIDE
VERTICAL EDGE OF CONCRETE SLAB
BEHIND & BELOW GATE
CONCRETE DRIVE - RE: CIVIL
GRAY INDICATES PAINT PT-9 IN
THIS DRAWING, TYP
1/2" EXPANSION JOINT - RE: CIVIL
PT-113
PT-113
PT-113
9 3/4"
6" PIPE BOLLARD GATE POST
BEYOND - PAINT
1/2" EXPANSION
JOINT - RE: CIVIL
CONCRETE PAVING
- RE: CIVIL
6" MIN. CRUSHED
STONE BASE
POST FOUNDATION
- RE: STRUCTURAL
CONCRETE SLAB & FOOTING
(RE: STRUCTURAL)
SLOPE FOR DRAINAGE - RE: PLAN
1" CHAMFERED EDGE
GATE PANEL
**STORAGE RM FLOOR
0'-0"
PT-113
**TOP OF GRADE
-0'-6"
GROUT CAVITY SOLID AT
BELOW FLASHING
LINE OF FINISHED
GRADE - RE: CIVIL
CONT. MEMBRANE FLASHING
WITH WEEP HOLES AT 32" O.C.
GROUT BOTTOM TWO COURSES
SOLID, TYP AND EXTEND GROUTING
DOWNWARD INTO FOOTING AS
SHOWN ON STRUCTURAL DRAWINGS
BRICK VENEER
HORIZONTAL JOINT REINFORCEMENT
WITH HOOK & EYE TYPE BRICK TIES
- RE: STRUCTURAL
EXTEND BRICK VENEER TO FOOTING
BELOW. CONTRACTOR SHALL HAVE
OPTION TO USE 4" THICK CMU
INSTEAD OF BRICK AT AREAS BELOW
FINISH GRADE.
CONCRETE SLAB,
RE: STRUCT.
FOOTING - RE: STRUCTURAL
LEVEL 1
0'-0"
1/2" EXPANSION JOINT
AIR SPACE
DAMPPROOFING
1' - 0"
H.M. DOOR PAINT
PAINTED HOLLOW METAL
DOOR & FRAME
CONCRETE FILLED &
REINFORCED CELL
RE: STRUCTURAL
SEALANT, TYP ALL SIDES
3 ANCHORS PER JAMB
GROUT SOLID
8" CMU
SLOPE
DECKING
- RE: STRUCTURAL
RAFTERS
- RE: STRUCTURAL
BOND BEAM
- RE: STRUCTURAL
8" HARDIE PLANK
2X BLOCKING
2-PIECE METAL DRIP EDGE
DARK BRONZE
10 D NAILS AT 6" O.C.ROOFING MEMBRANE
JOIST
ANCHORAGE - RE:
STRUCTURAL
HORIZONTAL JOINT
REINFORCEMENT
- RE: STRUCTURAL
7'-4" A.F.F.
2X TREATED TOP PLATE
PT-100
PREFINISHED METAL COPING
(DARK BRONZE)
2X8 TREATED TOP PLATE
CONTINUOUS CLEAT
BOND BEAM - RE: STRUCTURAL
BRICK VENEER
1/2" CDX PLYWOOD
CEILING - PAINT
RAFTERS - RE: STRUCTURAL
ANCHORAGE
- RE: STRUCTURAL
ROOF DECKING
- RE: STRUCTURAL
SINGLE-PLY PVC ROOF
MEMBRANE, RE: A-905
SS SCREWS WITH NEOPRENE
WASHER AT 48" O.C.
SLOPE
HORIZONTAL JOINT
REINFORCEMENT WITH HOOK
& EYE TYPE BRICK TIES
- RE: STRUCTURAL
MOISTURE BARRIER
PT-31A
SEALANT, TYP ALL SIDES
PAINTED HOLLOW METAL
DOOR & FRAME,
RE: DOOR SCHEDULE GROUT SOLID
DRIP CAP CMU BOND BEAM
- RE: STRUCTURAL
BACKER ROD &
SEALANT
WEEPS AT 24" O.C.
7'-4" A.F.F.
REFUSE ENCLOSURE NOTES
1.** IN THE ARCHITECTURAL DRAWINGS, REFUSE ENCLOSURE AND MAIN
BUILDING ARE BOTH NOTED WITH FINISH SLAB AT 0'-0". ACTUAL FINISH
SLAB HEIGHTS WILL VARY BETWEEN MAIN BUILDING AND REFUSE
ENCLOSURE. REFER TO CIVIL FOR ALL FINISH SLAB HEIGHTS.
REFUSE
CONCRETE SLAB -
RE: STRUCTURAL
TOP OF UNISTRUT
SHALL BE FLUSH WITH
TOP OF PARAPET CAP
BOLLARD, RE: CIVIL
INSTALL 4'-0"
LENGTH OF
UNISTRUT
VERTICALLY
BEHIND EACH
BOLLARD - PAINT
TO MATCH
ADJACENT WALL
8' - 8"
7' - 4"
0' - 0"
T/ EXTERIOR BOND BEAM
T/ INTERIOR BOND BEAM
T/ SLAB
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
Information contained on this drawing and in all digital files
produced for above named project may not be reproduced in
any manner without express written or verbal consent from
authorized project representatives.
CONSULTANT PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
DRAWN BY
REVISION SCHEDULE
A
1234
B
C
D
E
A
B
C
D
E
1234
CHICK-FIL-ABUILDING TYPE / SIZE:
RELEASE:
#
CHECKED BY
8/17/2022 9:35:13 AMAutodesk Docs://IN_04978_West Carmel (IN) FSU_2022.7_FSR/04978_West Carmel (IN) FSU_LS_ARC.rvtA-103
REFUSE ENCLOSURE
DESIGN INTENT
08/17/2022
AuthorWest Carmel FSU049789965 N Michigan RoadCarmel, IN 4603210-LS-04978-A-103-REFUSE ENCLOSURE22-2304.00.00
22.07
P14 LS LRG
FSR
I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN
PREPARED UNDER MY SUPERVISION AND THAT TO
THE BEST OF MY KNOWLEDGE, THE SAME COMPLY
WITH ALL RULES, REGULATIONS AND ORDINANCES OF
Carmel, IN RELATING TO STRUCTURES AND BUILDINGS.DESIGN INTENTChecker
3/8" 1'-0"
REFUSE ENCLOSURE GATE REAR ELEVATIONA2
3/8" 1'-0"
REFUSE ENCLOSURE ELEVATIONC2 3/8" 1'-0"
REFUSE ENCLOSURE ELEVATIONC4
1/4" 1'-0"
REFUSE ENCLOSURE PLAND3
1/2" 1'-0"
REFUSE ENCLOSURE SECTIONE2
1/2" 1'-0"
REFUSE ENCOSURE DROP ROD 3-D DECK PANEL DETAILA3
3/4" 1'-0"
REFUSE PAD AT CONCRETE PAVING DETAILB1 1 1/2" 1'-0"
REFUSE ENCLOSURE BASE DETAILB2
1 1/2" 1'-0"
REFUSE ENCLOSURE DOOR JAMB DETAILC1
1 1/2" 1'-0"
REFUSE ENCLOSURE DRIP EDGED1 1 1/2" 1'-0"
REFUSE ENCLOSURE ROOF EDGE DETAILD2
1 1/2" 1'-0"
REFUSE ENCLOSURE DOOR HEAD DETAILE1
1/2" 1'-0"
UNISTRUT SECTIONA4
NO.DATE DESCRIPTION