HomeMy WebLinkAbout01-A103 - REFUSE ENCLOSURE16 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
10"
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 DRAWINGSBRICK 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.
LOW PROFILE TURBINE
ROOF VENTILATOR
EQUAL TO MASTER
FLOW 12" GALVANIZED
STEEL INTERNALLY
BRACED DUAL-
BEARING ROOF
TURBINE IN
WEATHERED WOOD
FINISH PROVIDED AND
INSTALLED BY GC.
COORDINATE WITH
ROOFING SYSTEM FOR
WEATHERTIGHT
INSTALLATION.
SAW
CUT -
RE: CIVIL
FLOOR DRAIN-
RE: PLUMBING
6" DIAMETER
STEEL PIPE
GATE POST
PIPE BOLLARDS
RE: CIVIL
4'-0" UNISTRUTS,
TYP.
REFUSE
RE: KITCHEN
FOR SHELVING
IN THIS AREA.SLOPESLOPEHYDRANT-
RE: PLUMBING
STORAGE
RE: CIVILRE: CIVIL
RE: CIVIL
RE: CIVIL EQEQ9 1/4"
18'-0"
52
A2
A-103
B1
A-103
B2
A-103C2
A-103 10'-0"10'-0"10"OUTSIDE FACE OF CMU TO OUTSIDE FACE OF CMU22' - 8"5"5"11'-0"7'-6"
12'-6"2'-0"3'-8"
4'-7"
SA-1
T/ EXTERIOR BOND BEAM 8'-8"
T/ INTERIOR BOND BEAM 7'-4"
-6"
PT-113
T.O. GRADE (RE: CIVIL)
T.O. GRADE (RE: CIVIL)
EC-1
0"
PAINTED STEEL POST CAPS (TYP)
PAINT
COLLAR HINGES (TAP & ADD
GREASE FITTINGS AT EACH
HINGE-GREASE HINGES AFTER
PAINTING)
2-1/2" X 2-1/2" PAINTED STEEL
TUBE GATE FRAME -PAINT
6" DIAMETER PAINTED STEEL
POST -PAINT
1-1/2" X 1-1/2" PAINTED STEEL
ANGLES -PAINT
16 GA FORM DECK PANELS
WELDED TO FRAME -PAINT
DROP RODS BEYOND
PT-113
PT-113
PT-113
PT-113
-6"
T.O. GRADE (RE: CIVIL)
3" X 23" VISION PANEL REQUIRED
PER CITY OF TEMPE
T/ EXTERIOR BOND BEAM 8'-8"
T/ INTERIOR BOND BEAM 7'-4"
T/ SLAB 0"
SA-1
PT-113
EC-1
PT-113
-6"
STORAGE REFUSE
WHITE ROOFING MEMBRANE
ON ROOF DECKING -RE: STRUCTURAL
ON RAFTERS -RE: STRUCTURAL
ON 1/2" CDX PLYWOOD CEILING -
PAINT
WHITE ROOFING MEMBRANE
AT WALL BEYOND
1/2" EXPANSION JOINT -
RE: STRUCTURAL
CONCRETE SLAB -RE: STRUCTURALSEALED CONCRETE SLAB -
RE: STRUCTURAL
ONE COAT OF PRIMER & ONE COAT
OF , TYP INSIDE THIS ROOM
BLOCK FILLER WITH
ONE COAT OF
PRIMER & ONE COAT
EPOXY PAINT TO
MATCH BRICK.
BOLLARD -RE: CIVIL
INSTALL 4'-0" LENGTH OF
UNISTRUT VERTICALLY
BEHIND EACH BOLLARD -
PAINT TO MATCH
ADJACENT WALL
T/ EXTERIOR BOND BEAM
T/ INTERIOR BOND BEAM
T/ SLAB
TOP OF UNISTRUT SHALL BE FLUSH WITH BOTTOM
OF DRIP EDGE AT INSIDE FACE OF METAL CAP
TERMINATION BAR AT
EXPOSED EDGE
PT-31A
PT-113
7'-4"
0"
8'-8"
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:
#
15635 Alton Parkway, Suite 100, Irvine, CA 92618
P: 949.553.1117 F: 949.474.7056
ARCHITECT OF RECORD
8/26/2025 9:59:23 AMC:\Users\pkeivan\Documents\04665_Bozeman FSU_ARC_PKeivanQQQWW.rvtA-103
REFUSE ENCLOSURE
08/25/2025
MDBRIDGER POINT046653204 N 19TH AVEBOZEMAN, MT 5971810-LS-04665-A-103-REFUSE ENCLOSURE24409
24.05
P14 LS XP
FSR
N.T.S.
REFUSE ENCOSURE DROP ROD 3-D DECK PANEL DETAILA3
3/4" = 1'-0"
REFUSE PAD AT CONCRETE PAVING DETAILC4 1 1/2" = 1'-0"
REFUSE ENCLOSURE BASE DETAILC3
1 1/2" = 1'-0"
REFUSE ENCLOSURE DOOR JAMB DETAILD2
1 1/2" = 1'-0"
REFUSE ENCLOSURE DRIP EDGEE21 1/2" = 1'-0"
REFUSE ENCLOSURE ROOF EDGE DETAILE3
1 1/2" = 1'-0"
REFUSE ENCLOSURE DOOR HEAD DETAILD3 1/4" = 1'-0"
REFUSE ENCLOSURE PLAND1
3/8" = 1'-0"
REFUSE ENCLOSURE FRONT ELEVATIONA2
3/8" = 1'-0"
REFUSE ENCLOSURE GATE REAR ELEVATIONB2 3/8" = 1'-0"
REFUSE ENCLOSURE ELEVATIONB1
1/2" = 1'-0"
REFUSE ENCLOSURE SECTION DETAILC2
NO.DATE DESCRIPTION