HomeMy WebLinkAboutRefuse Enclosure Details 4 3 2 1
PREFINISHED METAL COPING SS SCREWS WITH NEOPRENE ROOFING MEMBRANE 10 D NAILS AT 6" O.C.
WASHER AT 48" O.C.
(EC-1) DECKING
40 MIL. SINGLE-PLY PVC ROOF - RE: STRUCTURAL
2X8 TREATED TOP PLATE MEMBRANE BY DURO-LAST SLOPE 2-PIECE METAL DRIP EDGE
CONTINUOUS CLEAT SLOPE ----► DARK BRONZE
CONTINUOUS, RIPPED 2X JOIST \
BLOCKING ROOF DECKING ANCHORAGE - RE:
RE: STRUCTURAL STRUCTURAL
METAL TERMINATION
17'- 11 5/8"
BOND BEAM - RE: STRUCTURAL ANCHORAGE 7'-4"A.F.F. 2X BLOCKING
- RE: STRUCTURAL (OUTSIDE FACE OF CMU TO OUTSIDE FACE OF CMU)
INTEGRATED METAL LATH AND „ 8" HARDIE PLANK 7 5/8" / / / / 7 5/8"
RAFTERS 6'-8" 7 5/8" 9'-4 3/4" 6" DIAMETER
DRAINAGE PLANE SYSTEM - RE: STRUCTURAL T 100 Z _ STEEL PIPE
E ' �,\ RAFTERS - RE: STRUCTURAL GATE POST E OOD
TOP COAT
BOND BEAM 2X TREATED TOP PLATE 0
---------------
BASE COAT - RE: STRUCTURAL
---------------
1/2" CDX PLYWOOD 0--6". . 0'-6 "
CODE COMPLIANT AIR/WATER- " - - -
RESISTIVE BARRIER --- CEILING - PAINT PT-31A
PIPE BOLLARDS D O O D a
HORIZONTAL JOINT ,
REINFORCEMENT RE: CIVIL REFUSE
THIN BRICK(RUNNING BOND) - RE: STRUCTURAL w'
CMU v _
�; ...- -� - " -" - ...,: ; .- -. ,, ' - - Chick-fil-A
w 5200 Buffington Road
Q A-103
w SAWN ; Atlanta, Georgia
4'-0" UNISTRUTS, w CUT
REFUSE ENCLOSURE ROOF EDGE DETAIL REFUSE ENCLOSURE DRIP EDGE TYP. o. - RE: CIVIL _ _ - 30349-2998
E 4 1 1/2" = V-0" E 3 1 1/2" = 1'-0"
O M STORAGE " A2"
MO - - - - - - - .- - ,- - - - - - - - •, - - - - - - - - - -
- A-103
SELF ADHERING MEMBRANE N U N N ;
FLASHING ON WEATHER LOW PROFILE ;
RESISTANT BARRIER TURBINE ROOF p O A-103 v-
TREATED WOOD NAILER WHERE - RE: TYPICAL FLASHING VENTILATOR w -,A2 FLOOR DRAIN-, „
REQUIRED FOR ANCHORAGE DETAIL ON A-503 SUPPLIED AND Q B1 RE: PLUMBING "
INSTALLED BY GC w 0'-0"
(2) LAYERS WRB OR WRB CASING BEAD THIN BRICK o _ A-103 �" ;
WITH DRAINAGE MAT _�
BACKER ROD AND SEALANT Au
BASE COAT - CORE STATES
LAP WRB OVER HEAD PAINTED HOLLOW METAL a -
TOP COAT M=W�
FLASHING DOOR & FRAME
INTEGRATED METAL
DRIP SCREED OR LATH AND DRAINAGE „
H.M. DOOR PAINT = 4'-8". -0'-6
CASING BEAD PLANE SYSTEM GROUP
BACKER ROD AND CMU BOND BEAM ~ CORESTATES INC.
SEALANT W/WEEPS - RE: STRUCTURAL GROUT SOLID _ _ ' 111 3RD AVE S
7'-4"A F.F. _ _ _ 51 p SUITE 400
7 _ - MINNEAPOLIS, MN 55401
PREFINISHED HEAD 0 BACKER ROD & 3 ANCHORS PER JAMB _ _ _ www.core-states.com
FLASHING TO MATCH SEALANT
r) 1 7 3 8 11 5 3/8
01
STOREFRONT COLOR.
RE: STO 3-D DETAILS. n PAINTED HOLLOW METAL SEALANT, TYP ALL SIDES HYDRANT-
II II DOOR& FRAME, PT-113
GROUT SOLID CONCRETE FILLED & RE: PLUMBING -
SEALANT TO MATCH REINFORCED CELL
FLASHING ABOVE RE: STRUCTURAL
8" CMU B2
A-103 TRUE NORTH
D4 REFUSE ENCLOSURE DOOR HEAD DETAIL D3 REFUSE ENCLOSURE DOOR JAMB DETAIL D2 REFUSE ENCLOSURE PLAN
1 1/2" = V-0" 1 1/2" = 1'-0" 1/4" = V-0"
• WHITE ROOFING MEMBRANE TERMINATION BAR AT
8" AT WALL BEYOND EXPOSED EDGE
CMU
GROUT BOTTOM TWO COURSES T/EXTERIOR BOND BEAM
TOP OF UNISTRUT SHALL BE FLUSH WITH BOTTOM
WATER RESISTIVE SOLID, TYP AND EXTEND GROUTING E4 • OF DRIP EDGE AT INSIDE FACE OF METAL CAP
6" PIPE BOLLARD GATE POST BARRIER- RE: SPEC DOWNWARD INTO FOOTING AS A-103
BEYOND - PAINT T 113 SHOWN ON STRUCTURAL DRAWINGS 7 -4' INSTALL 4'-0" LENGTH OF
1" CHAMFERED EDGE INTEGRATED METAL LATH AND T/INTERIOR BOND BEAM E3 UNISTRUT VERTICALLY
DRAINAGE PLANE SYSTEM ,- - FOOTING - RE: STRUCTURAL BEHIND EACH BOLLARD-
A-103 PAINT TO MATCH
GATE PANEL CONCRETE SLAB & FOOTING ADJACENT WALL
(RE: STRUCTURAL) TOP COAT WHITE ROOFING MEMBRANE
BASE COAT 1/2" EXPANSION JOINT ON ROOF DECKING - RE: STRUCTURAL BLOCK FILLER WITH
SLOPE FOR DRAINAGE - RE: PLAN ON RAFTERS - RE: STRUCTURAL ONE COAT OF
-STORAGE RM FLOOR E. ON 1/2" CDX PLYWOOD CEILING - PRIMER& ONE COAT
9 3/4" THIN BRICK (RUNNING BOND) PAINT T 31 EPDXY PAINT TO
0'-0" MATCH BRICK.
**REFUSE ENCLOSURE FLOOR CONCRETE SLAB,
WEEP SCREED RE: STRUCT.
— — — na4 - �a - - - - - a REFUSE
C - ��° d. LEVL_ 1 STORAGE C
p J - ONE COAT OF PRIMER&ONE COAT
d ' - 4" > O OF , TYP INSIDE THIS ROOM
CONCRETE PAVING Q � T 11
- RE: CIVIL I a
UB �� BOLLARD-RE: CIVIL
6" MIN. CRUSHED III N 1/2" EXPANSION JOINT -
STONE BASE t�
MM C3 RE: STRUCTURAL i
POST FOUNDATION i� \-1/2" EXPANSION LINE OF FINISHED A-103 • - SEALED CONCRETE SLAB- CONCRETE SLAB -_RE: STRUCTURAL '
- RE: STRUCTURAL JOINT- RE: CIVIL GRADE - RE: CIVIL 0�-01. RE: STRUCTURAL L �n n
T/SLAB
C4REFUSE PAD AT CONCRETE PAVING DETAIL REFUSE ENCLOSURE BASE DETAIL REFUSE ENCLOSURE SECTION
3/4" = 1'-0" C3 1 1/2" = 1'-0" C2 1/2" = 1'-0" U. M
to
9'-5"
U oe PAINTED STEEL POST CAPS (TYP) EC 1 0 00
ry PAINT T-113 = Q
QI 8'-7" T/EXTERIOR BOND BEAM 8'-8"
COLLAR HINGES (TAP&ADD �
L (2 EQUAL PANELS) GREASE FITTINGS AT EACH
HINGE-GREASE HINGES AFTER Z -�
PAINTING) T/INTERIOR BOND BEAM T-4" ■ Z
2-1/2"X 2-1/2" PAINTED STEEL Q
> TUBE GATE FRAME- PAINT >
_0 6" DIAMETER P TED STEEL Q
ca POST- PAINT T-113
N 1-1/2"X 1-1/2" PAINTED STEEL
ANGLES- PAINT T-113 N UJ
c
16 GA FORM DECK
LO B WELDED TO FRAME PANELS
T T-113 T 11 B
LID BR-A
O - 16 GA FORM DECK PANELS
� WELDED TO FRAME - PAINT T 113 DROP RODS BEYOND
LL
I
0 0 - GATE PULLS AS APPROVED FSR#05545
co BY OWNER. T.O. GRADE (RE: CIVIL) ITT
o T.O. GRADE(RE: CIVIL)
N 0'-0" BUILDING TYPE/SIZE: P14 LE XP
RELEASE: 23.02
L
PRINTED FOR
REFUSE ENCLOSURE GATE REAR ELEVATION B23/8"
REFUSE ENCLOSURE ELEVATION ENTITLEMENT
B 3/8" REVISION SCHEDULE
NO. DATE DESCRIPTION
cv
C2
GRAY INDICATES PAINT T-113 IN EC-1
A-103
�I THIS DRAWING, TYP T/EXTERIOR BOND BEAM 8'-8" �
LO
STEEL PLATE AND ANCHORAGE
o REFUSE ENCLOSURE NOTES T/INTERIOR BOND BEAM 7'-4°
DI - 1. ** IN THE ARCHITECTURAL DRAWINGS, REFUSE ENCLOSURE AND MAIN
\ 1" DIAMETER STEEL DROP ROD BUILDING ARE BOTH NOTED WITH FINISH SLAB AT 0'-0". ACTUAL FINISH
W SLAB HEIGHTS WILL VARY BETWEEN MAIN BUILDING AND REFUSE
0 6" LONG DROP ROD GUIDE ENCLOSURE. REFER TO CIVIL FOR ALL FINISH SLAB HEIGHTS.
co T-113
fn OJ - STEEL BENT CLIP BOLTED TO
U STEEL MAIN FRAME - PAINT T 113
4- Z
Q W A 1-1/4" DIAMETER DRILLED HOLE BR-A Q►
W
U) IN CONCRETE DRIVE. CONSULTANT PROJECT# CFA.36902
ILL0
DATE 06/20/2023
W 0 VERTICAL EDGE OF CONCRETE SLAB DRAWN BY
HHARRIS
BEHIND & BELOW GATE
N Q as - ° _ _ Information contained on this drawing and in all digital files
N produced for above named project may not be reproduced in
° a T.O. GRADE R E: CIVIL any manner without express written or verbal consent from
a _ 1/2" EXPANSION JOINT- RE: CIVIL ( CIVIL)
authorized project representatives.
e SHEET
M LO ° CONCRETE DRIVE - RE: CIVIL 0 0 REFUSE ENCLOSURE
UU UU
p o • T.O. GRADE (RE: CIVIL)
N
w REFUSE ENCOSURE DROP ROD 3-D DECK PANEL DETAIL A3 -��-6,. C4 SHEET NUMBER
CO o A3 A-103
A23/8"REFUSE ENCLOSURE ELEVATION ��� 0= V-0"
4 3 2 1