HomeMy WebLinkAboutA110 - VALANCE-CANOPY DETAILS3/4" DIAMETER THREADED
ROD ASTM A36 STEEL. REF
1 -A108 FOR LOCATIONS.
HSS 2 1/2" X 2 1/2" X
3/16" CONTINUOUS
MIN 1/4" X 3" SQUARE PLATE
WASHER WITH NUT, TOP
AND BOTTOM
NOTE: REFERENCE
STRUCTURAL PLANS
FOR CONSTRUCTION OF
VALANCE SUPPORTING
WALL. ARCHITECTURAL
DRAWINGS ARE
GRAPHICAL ONLY.
3/4" DIAMETER THREADED
ROD ASTM A36 STEEL TO BE
LOCATED AT 8'-0" O.C. MAX.
ROOF JOIST
HSS 2 1/2" X 2 1/2" X 5/16"
TACK WELD TO JOIST
DOUBLE NUT
L2X2X1/4" FROM LOAD
POINT TO BOTTOM
CHORD PANEL POINT
NOTE: REFERENCE
STRUCTURAL PLANS
FOR CONSTRUCTION OF
VALANCE SUPPORTING
WALL. ARCHITECTURAL
DRAWINGS ARE
GRAPHICAL ONLY.6"COUNTER SINK NUT AND ROD
CONTINUOUS DOUBLE
2X4 FRT WOOD
BLOCKING
AWNING FRAME BY
TFM AWNING
VENDOR
5/8" FRT PLYWOOD
BEHIND CANOPY
SOFFIT
3 5/8" 18 GAUGE METAL
STUDS AT 16" O.C.
3/4" DIAMETER THREADED
ROD ASTM A36 STEEL,
LOCATED AT 8'-0" O.C. MAX.
AND 6" FROM ENDS
SCHEDULED CEILING
USE OVERSIZED WASHER
AND LOCK WASHER
5/8" GYPSUM SOFFIT
AND FASCIA, PAINT
PER SCHEDULE
5/8" PAINT GRADE PLYWOOD
SHEATHING, PAINT PER SCHEDULE
METAL STUD FRAMED BOX BEAM
REFERENCE HEADER SCHEDULE
#10 WOOD SCREW TO
METAL AT 16" O.C.
NOTE: REFERENCE
STRUCTURAL PLANS
FOR CONSTRUCTION OF
VALANCE SUPPORTING
WALL. ARCHITECTURAL
DRAWINGS ARE
GRAPHICAL ONLY.
5/8" GYPSUM SOFFIT
AND FASCIA, PAINT
PER SCHEDULE
(2) 600S162-43 @ 48" OC
600T150-33 WITH (2) #12 TEK SCREWS
TO EACH STUD #10 tEK SCREW 12"
OC TO DECK.
600S162-43 @16" OC.
1
1
ATTACHMENT AND BRACING AT
PERPENDICULAR JOIST
ATTACHMENT AND BRACING AT
PARALLEL JOISTS
EXISTING ROOFING SYSTEM
362S137-54 CONTINOUS WITH (2)
#10 TEK SCREW AT EACH STUD
(2) 600S137-43 @ EACH
BRACE LOCATION
1
1
NOTE: REFERENCE
STRUCTURAL PLANS
FOR CONSTRUCTION OF
VALANCE SUPPORTING
WALL. ARCHITECTURAL
DRAWINGS ARE
GRAPHICAL ONLY.
600S162-43 AT EACH JOIST
WITH (4) #10 TEXK SCREWS
EACH END
362S137-43 CONTINOUS
600S162-54 WITH (2) #12 TEK SCREWS
TO EACH STUD AND WELDED TO
EXISTING STRUCTURE. REFERENCE
STRUCTURAL PLANS
(N) L3X3X3/16 WEB
STIFFENER TYP
600S162-43 AT 48" OC WITH (4)
#10 TEK SCREWS EACH END
REFERENCE STRUCTURAL DRAWINGS
FOR JOIST WEB STIFFENER
EXISTING STRUCTURE PAINT PER SCHEDULE
3/4" DIAMETER THREADED ROD ASTM A36
STEEL. REF A108 FOR LOCATIONS.
WIRE BRACE AT EACH THREADED
ROD ATTACHMENT.
10'-6" AFF
B.O. AWNING
3 5/8" 18 GAUGE STUDS AT 16" O.C.
5/8" FRT PLYWOOD BEHIND AWNING FROM
11'-2" AFF TO 14'-6" AFF.
10'-10" AFF
B.O. VALANCE
FINISHED FLOOR
3/4" DIAMETER
THREADED ROD ASTM
A36 STEEL. TO BE
LOCATED AT 8'-0" O.C.
ALONG ALL FOUR SIDES
3 5/8" 18 GAUGE METAL STUD
DIAGONAL BRACE AT 32" O.C.
10" 16 GAUGE METAL STUDS
AT 16" O.C. PROVIDE BLOCK
AND STRAP BRACING AT
EVERY THIRD POINT OF
SPAN FOR LATERAL
SUPPORT
NOTE: ALL UNISTRUCT,
CLIP ANGLES, ETC.
SHALL BE PAINTED TO
MATCH STRUCTURE
(3) #10 TEK SCREWS EACH
END (TYP)
A110
6
7
A110
_______
10" CONTINUOUS TRACK
WITH (2) #10 AT EACH
STUD
14'-6" AFF
T.O. VALANCE
A110
5
A110
3
CONTINUOUS NESTED STUD AND TRACK
PER 3A/109
COOPER (SEALED) AWNING BY
THE FRESH MARKET AWNING
VENDOR
REFERENCE RCP FOR
CEILING DETAILS
SIGNAGE BY THE FRESH
MARKET DECOR VENDOR
NOTE: REFERENCE
STRUCTURAL PLANS
FOR CONSTRUCTION OF
VALANCE SUPPORTING
WALL. ARCHITECTURAL
DRAWINGS ARE
GRAPHICAL ONLY.
(3) #10 TEK SCREWS AT EACH STUD
WIRE BRACE AT 1/3 POINTS. ATTACH
HANGER WIRE TO BOTTOM CHORD
ONLY WHEN DESIGNED TO CARRY THE
VERTICAL LOAD OF THE SUSPENDED
CEILING SYSTEM
16 GAUGE CONTINUOUS
"U" CHANNEL BRIDGING
(1) #10 TEK SCREW AT EACH STUD
3 5/8" 16 GA NESTED STUDS AND CONT TRACK
10" 16 GAUGE METAL STUDS AT
16" O.C. PROVIDE BLOCK AND
STRAP BRACING AT EVERY
THIRD POINT OF SPAN FOR
LATERAL SUPPORT
NOTE: REFERENCE
STRUCTURAL PLANS
FOR CONSTRUCTION OF
VALANCE SUPPORTING
WALL. ARCHITECTURAL
DRAWINGS ARE
GRAPHICAL ONLY.
WIRE BRACE AT 1/3 POINTS. ATTACH
HANGER WIRE TO BOTTOM CHORD ONLY
WHEN DESIGNED TO CARRY THE
VERTICAL LOAD OF THE SUSPENDED
CEILING SYSTEM
16 GAUGE CONTINUOUS
"U" CHANNEL BRIDGING
(3) #10 TEK SCREW AT EACH STUD (TYP)
20 GAUGE TRACK BLOCKING
LOCATED AT THREADED RODS
(3) #10 TEK SCREWS AT EACH STUD
3 5/8" 16 GA NESTED STUDS AND CONT TRACK
10" 16 GAUGE METAL STUDS AT
16" O.C. PROVIDE BLOCK AND
STRAP BRACING AT EVERY
THIRD POINT OF SPAN FOR
LATERAL SUPPORT
3 5/8" 16 GAGE METAL STUD WITH
NESTED 16 GA. GALV. METAL TRACK
CONT. BLOCKING SECURE TO 20 GA
CLIP ANGLE WITH (2) #10 TEK SCREWS
EXIST JOIST.
NOTE: REFERENCE
STRUCTURAL PLANS
FOR CONSTRUCTION OF
VALANCE SUPPORTING
WALL. ARCHITECTURAL
DRAWINGS ARE
GRAPHICAL ONLY.
3 5/8"x 20 GA. GALV. MTL. TRACK
ANCHORED TO TOP EDGE OF
COOLER WITH (2) 1 1/2" LONG
MAX #10 TEK SCREWS
INSIDE OF COOLER
ANGLED STUD AT SIM CONDITION
6 5/8"x 20 GA. GALV. MTL. TRACK
ANCHORED TO TOP EDGE OF
COOLER WITH (2) 1 1/2" LONG
MAX #10 TEK SCREWS
INSIDE OF COOLER
OFFSET WALL, SO
FINISHES ARE IN THE
SAME PLANE
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
1 2 3 4 5 ABCDEABCDE12 3 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 12:18:08 PMVALANCE/CANOPY
DETAILS
A110
62930563
12/07/21
THE FRESH
MARKET
1392 S. RANGELINE
ROAD
CARMEL, IN 46032
3" = 1'-0"4
HEAD SUPPORT
CONDITION AT
VALANCE WALL
PARALLEL TO JOIST
3" = 1'-0" 5
HEAD SUPPORT
CONDITION AT
VALANCE WALL
PERPENDICULAR TO
JOIST
3" = 1'-0"3 AWNING SUPPORT DETAIL AT VALANCE WALL
12" = 1'-0"1 BULKHEAD ATTACHMENT
1" = 1'-0" 2 SOFFIT SECTION AT DELI AND FLORAL VALANCE
1 1/2" = 1'-0"6 DELI SOFFIT SUPPORT DETAIL
1 1/2" = 1'-0" 7 DELI SOFFIT SUPPORT DETAIL AT THREADED ROD
3" = 1'-0" 8 VALANCE DETAIL
3" = 1'-0" 9 FLORAL VALANCE DETAIL NO. DATE DESCRIPTION
02/07/22