HomeMy WebLinkAboutA109 - VALANCE-CANOPY SECTIONS& DETAILS5
BOTTOM OF WALL TO BE WRAPPED
WITH 5/8" GYP BOARD, UP TO 6"
ABOVE FINISHED FACE OF CEILING.
PAINT PER SCHEDULE.
REFERENCE INTERIOR
ELEVATIONS FOR
FINISHES AND THEIR
EXTENTS
EXISTING
STRUCTURE362S137-54 CONTINUOUS.
ATTACH WITH (2) #10 TEK AT
EACH STUD TYP.
(4) #10 TEK SCREWS
MIN STUD TO STUD
CONNECTION TYP UNO
(3) #10 TEK SCREWS AT
EACH STUD (TYP)
DROP CEILING REF RCP AND FINISH
SCHEDULE
WALL FINISH AS SCHEDULED
362S137-43 CONTINUOUS
3 5/8" 16 GA METAL
HORIZONTAL BRACE
AT 16" OC
3 5/8" 16 GA CONTINUOUS METAL STUD
TRACK, TYP
6" 20 GAUGE METAL STUD
BRACE AT 32" OC. (3) #10 TEK
SCREWS AT CONNECTION AT
EACH END
1
1
A503
14
REFERENCE S400 FOR
ATTACHMENT DETAILS
6"108' - 6"
GC TO COORDINATE
SIGNAGE BLOCKING
AND ELECTRICAL AS
NEEDED WITH TFM
DECOR VENDOR
BO FINISH
A504
13
A504
5L3X3X3/16 WEB STIFFENER.
REFERENCE STRUCTURAL
5/8" GYPSUM BOARD ON 6" 20
GAUGE METAL STUD 16" OC.
NOTE: REFERENCE STRUCTURAL
PLANS FOR CONSTRUCTION OF
VALANCE SUPPORTING WALL.
ARCHITECTURAL DRAWINGS ARE
GRAPHICAL ONLY.
REFERENCE S400 FOR
ATTACHMENT DETAILS
BOTTOM OF WALL TO BE WRAPPED
WITH 5/8" GYP BOARD, UP TO 6"
ABOVE FINISHED FACE OF CEILING.
PAINT PER SCHEDULE.
REFERENCE INTERIOR ELEVATIONS FOR
FINISHES AND THEIR EXTENTS
EXISTING STRUCTURE
3 5/8" x 20 GAUGE GALVANIZED METAL
TRACK ANCHORED TO TOP EDGE OF
COOLER WITH (2) 1 1/2" LONG MAX #10
TEK SCREWS.
(4) #10 TEK SCREWS AT
EACH STUD (TYP)
3 5/8" 16 GAUGE
METAL BRACE
AT 16" O.C.
SECURE TO
STUDS W(3) #10
TEK SCREWS
3 5/8" 16 GAUGE
CONTINUOUS METAL
STUD TRACK, TYP
INSULATION PACK TO PREVENT LIGHT
TRANSMISSION INTO SALES AREA. CLIP
INSULATION IN PLACE
26 GA ANGLE CLOSURE
5/8" GYPSUM BOARD ON
600S162-43@16" O.C.
DROP CEILING REFERENCE RCP
AND FINISH SCHEDULE.
1
1
1
1
W1 WALL FINISH
B2 BASE 6"600S162-43 AT EACH JOIST
WITH (4) #10 TEXK SCREWS
EACH END
362S137-43 CONTINOUS
GC TO COORDINATE BLOCKING
AND ELECTRICAL AS NEEDED
FOR SIGNAGE WITH TFM
DECOR VENDOR
108' - 6"
BO FINISH
T.O. WINDOW
B.O. WINDOW W17' - 9 1/4"B25"WALL TILE VARIES1' - 9 3/4"3' - 7 1/2"W1 TILE1' - 0"1" W24W1 TILE1' - 6"1" W24W1 TILE1' - 0"5/8" GYP BOARD ON 3 5/8" 20 GAUGE
METAL STUD AT 16" O.C.
BLACK SCHLUTER
QUADEC STRIP.
BLACK SCHLUTER
QUADEC STRIP.
NOTE: REFERENCE STRUCTURAL
PLANS FOR CONSTRUCTION OF
VALANCE SUPPORTING WALL.
ARCHITECTURAL DRAWINGS ARE
GRAPHICAL ONLY.
600S162-54 WITH (2) #12 TEK SCREWS
TO EACH STUD AND WELDED TO
EXISTING STRUCTURE. REFERENCE
S400
(N) L3X3X3/16 WEB
STIFFENER TYP.
REFERENCE S400
104' - 0"
107' - 2"
(3) #10 TEK SCREWS AT
EACH STUD (TYP)
3 5/8" 16 GAUGE CONTINUOUS
METAL STUD TRACK, TYP
4' - 2 1/8"
BACK SIDE OF VALANCE
PARTITION WALLS WITH
5/8" PLYWOOD
DO NOT EXTEND FRAMING
BEYOND TOP OF CANOPY
DIAGONAL WIRE BRACING AT EACH
THREADED ROD ATTACHMENT
A110
2
A110
2
ACT CEILING
EXISTING STRUCTURE
NOTE: REFERENCE
STRUCTURAL PLANS
FOR CONSTRUCTION OF
VALANCE SUPPORTING
WALL. ARCHITECTURAL
DRAWINGS ARE
GRAPHICAL ONLY.
10X10X2 FREEDOM BRACKET
WOOD BLOCKING
MONITOR BY TFM
OPP
AWNING VENDOR TO
PROVIDE METHOD OF
SECURING THE ACT.
5
(4) #10 TEK SCREWS
MIN STUD TO STUD
CONNECTION TYP UNO
3 5/8" 16 GA METAL
HORIZONTAL BRACE
AT 16" OC
3 5/8" 16 GA CONTINUOUS METAL STUD
TRACK, TYP
3 5/8" x 20 GA GALVANIZED METAL
TRACK ANCHORED TO TOP EDGE OF
COOLER WITH (2) 1 1/2" LONG MAX #10
TEK SCREWS.
(3) #10 TEK SCREWS AT
EACH STUD (TYP)
1
1 A110
8
3 5/8" 20 GAUGE METAL
SBRACE AT 16" OC.
REFERENCE INTERIOR
ELEVATIONS FOR
FINISHES AND THEIR
EXTENTS
EXISTING
STRUCTURE
(3) #10 TEK SCREWS AT
EACH STUD (TYP)
6" 20 GAUGE METAL STUD BRACE
AT 32" OC. (3) #10 TEK SCREWS AT
CONNECTION AT EACH END
362S137-43 CONTINOUS
REFERENCE S400 FOR
ATTACHMENT DETAILS
A110
9
GC TO COORDINATE
BLOCKING AND
ELECTRICAL AS
NEEDED FOR SIGNAGE
WITH TFM DECOR
VENDOR
A504
13
A504
5
362S137-54 CONTINUOUS.
ATTACH WITH (2) #10 TEK AT
EACH STUD TYP.
L3X3X3/16 WEB STIFFENER.
REFERENCE STRUCTURAL
PLANS
5/8" GYPSUM BOARD ON 6" 20
GAUGE METAL STUD 16" OC.
NOTE: REFERENCE STRUCTURAL
PLANS FOR CONSTRUCTION OF
VALANCE SUPPORTING WALL.
ARCHITECTURAL DRAWINGS ARE
GRAPHICAL ONLY.
1
1
REFERENCE S400 FOR
ATTACHMENT DETAILS
REFERENCE INTERIOR ELEVATIONS FOR
FINISHES AND THEIR EXTENTS
EXISTING STRUCTURE
5/8" GYPSUM BOARD ON
600S162-43@16" O.C.
INSULATION PACK TO PREVENT
LIGHT TRANSMISSION INTO SALES
AREA. CLIP INSULATION IN PLACE
NOTE: REFERENCE STRUCTURAL
PLANS FOR CONSTRUCTION OF
VALANCE SUPPORTING WALL.
ARCHITECTURAL DRAWINGS ARE
GRAPHICAL ONLY.
BOTTOM OF WALL TO BE WRAPPED
WITH 5/8" GYP BOARD, UP TO 6"
ABOVE FINISHED FACE OF CEILING.
PAINT PER SCHEDULE.
5/8" GYP BOARD ON 3 5/8" 20 GAUGE
METAL STUD AT 16" O.C.
BLACK SCHLUTER
QUADEC STRIP.W1 TILE1' - 0"1/2" W24W1 TILE1' - 6"1/2" W24W1 TILE1' - 0"(4) #10 TEK SCREWS AT
EACH STUD (TYP)
600S162-43 AT EACH JOIST
WITH (4) #10 TEXK SCREWS
EACH END
362S137-43 CONTINOUS
GC TO COORDINATE BLOCKING
AND ELECTRICAL AS NEEDED
FOR SIGNAGE WITH TFM
DECOR VENDOR
BLACK SCHLUTER
QUADEC STRIP.
(N) L3X3X3/16 WEB
STIFFENER TYP.
REFERENCE S400
1
1
3' - 7 1/2"
108' - 6"
B.O. FINISH
A504
3
W1 WALL FINISH
B2 BASE
DROP CEILING REFERENCE RCP
AND FINISH SCHEDULE.
SHEET NO.
This drawing was prepared for use on a
specific site contemporaneously with its issue
date and it is not suitable for use on a
different project site or at a later time. Use of
this drawing for reference or example on
another project requires the services of
properly licensed architects and engineers.
Reproduction of this drawing for reuse on
another project is not authorized and may be
contrary to the law.
BRR Original printed on recycled paper
COPYRIGHT NOTICE
CONSULTANT
PROJECT NO.
SHEET TITLE
ISSUES & REVISIONS
CONSULTANT LOGO
DRAWN BY: REBECCA BEASLEY
PROFESSIONAL SEAL
PROJECT MANAGER: DAN VON SEGGERN
DOCUMENT DATE:
CHECKED BY: JOHN SCHWEIGER
PROJECT NAME
PROJECT ADDRESS
123 4 5 ABCDEABCDE123 4 5
TREVOR TYSON HOLCOMB
ARCHITECT
AR11800234
ARCHITECT OF RECORD:
TREVOR TYSON HOLCOMB
8131 METCALF AVENUE
SUITE 300
OVERLAND PARK, KS 66204
www.brrarch.com
TEL: 913-262-9095
FAX: 913-262-9044
12/7/2021 12:18:06 PMVALANCE/CANOPY
SECTIONS&
DETAILS
A109
62930563
12/07/21
THE FRESH
MARKET
1392 S. RANGELINE
ROAD
CARMEL, IN 46032
1. IN CONJUNCTION WITH THEIR TRADE SPECIFIC DRAWINGS,
CONTRACTOR IS TO REFER TO RESPONSIBILITY SCHEDULE
ON G001 FOR CLARIFICATION OF SCOPE THAT NEEDS TO BE
COORDINATED WITHOTHER TRADES.
2. ALL AWNINGS PROVIDED BY THE FRESH MARKET TO BE
TREATED WITH FLAMECOAT TO ACHIEVE: N.F.P.A 701 SMALL
SCALE CLASS A A.S.T.M. -84, FLAME SPREAD: LESS THAN 10
SMOKE DENSITY: LESS THAN 25
3. PROVIDE VALANCE SUPPORT TUBE STEEL ABOVE BAR JOIST
BOTTOM CHORD (PREFERRED CONDITION). WELD TUBE STEEL
TO BOTTOM OF BAR JOIST BOTTOM CHORD ONLY IF
ADJACENT CONDITIONS PREVENT INSTALLING TUBE STEEL ON
TOP OF JOIST BOTTOM CHORD.
GENERAL NOTES
1/2" = 1'-0"1 BULKHEAD SECTION AT FLORAL
1/2" = 1'-0" 3 BULKHEAD SECTION AT MEAT & SEAFOOD BULKHEAD
3/8" = 1'-0"4 SECTION THRU DELI ISLAND
1/2" = 1'-0"2 BULKHEAD SECTION AT FLORAL COOLER
1/2" = 1'-0" 5 BULKHEAD SECTION AT BAKERY
SIM
NO. DATE DESCRIPTION
02/07/22