HomeMy WebLinkAboutS13.0DETAIL H1
1"=1'-0" -
6"x16GA* METAL STUD
@ 16" O.C.
#12-14 TEK SCREWS
@ 12" O.C. - TYP
STUD
(2)-#12-24 TEK
SCREWS @ EA.
STUD @ 24" O.C.
HSS3x3 STUD (TYP.)
#12-24 TEK SCREWS
@ 24" O.C. TYP.
HSS3x3 CTRD
ON EMBED. PL
DETAIL L
1"=1'-0" -
1/4
TUBE TO
EMBED PL
DETAIL K
1"=1'-0" -
CONT. 6"x16GA*
NESTED STUD
L
-
2"x16GA. X-STRAP
(STRAP @ 45°)
SCREWED TO EA.
STUD W/(2) #12-24
TEKS SCREWS
CONT. 6"x16GA*
TRACK
(2)-6x16GA.
STUDS BACK
TO BACK
(10)-#10-16HWH
SCREWS MIN.
(TYP.)
DOUBLE
STUD
HOLD-DOWN AT
WALL RETURN
STRAP ATTACHMENT
AT TOP OF WALL
STRAP ATTACHMENT
AT THIRD WALL
DETAIL E
-
DETAIL F
-
DETAIL B
-
2" WIDE x16GA. STRAP
BRACING (SEE DETAIL
K ON THIS SHEET)
1'-4"LG. SECTION
OF TRACK
6"x16GA STUD
(4) #12-14 HWH SCREWS
(MIN.)
1 1/2"x1 1/2"x16GA. CLIP
ANGLE x3 3/8"LG.
2" WIDE x16GA. STRAP BRACING
EA. SIDE. CONNECT EA. END TO
STUD HSS FRAMING W/(10)
#12-14 HWH SCREWS (MIN.)
T/2ND FLOOR
SLAB
2" WIDE x16GA. STRAP
BRACING (SEE E ON
THIS SHEET)
TRACK
HOLD-DOWN AT
FIN. FLOOR SLAB
DETAIL D
-C-DETAIL J1
1"=1'-0" -
#12-14 TEK SCREWS
@ 12" O.C. - TYP
CONT. 6"x16GA*
NESTED STUD
CONT. 6"x16GA*
TRACK
L4x4x16GA. (NS & FS)
W/ (4) #12-14 TEKS
SCREWS TO NESTED
STUDS & (4) #12-24
SELF DRILLING
SCREWS TO HSS
HSS COL.
H2
-
*USE 3 5/8" x 16 GA EQUIVALENTS AT H2 *USE 3 5/8" x 16 GA EQUIVALENTS AT H2
J2
-
2" WIDE x16GA. STRAP
BRACING (SEE E ON
THIS SHEET)
TRACK
(6) #10 SCREWS
(8) #10 SCREWS
(12) #10 SCREWS
(6) #10 SCREWS
(12) #10 SCREWS
(8) #10 SCREWS
TRACK
2" WIDE x16GA. STRAP
BRACING (SEE E ON
THIS SHEET)
SIMPSON HOLD DOWN
S/HDU-4 W/ 5/8"Ø TITEN 2
EMBEDDED 3"
DETAIL D3
-
DETAIL D4
-
6"x16GA METAL STUDS @ 16" C/C
4"HSS6x4ELEVATION
1/2"=1'-0"
B
-
@ BASE
TYP.
G1
-
(6) SPACES @ 2'-10"
6"x16GA. (50KSI) METAL
STUDS (TYP.-U.N.O.)
SEE ARCH
PARTIAL HEIGHT WALL ELEVATION
1/2"=1'-0"
C
-
L
-SEE ARCH.H2-SEE
ARCH.
K
-
HSS3x3
TYP. SEE
PLAN FOR
LOCATIONS
SEE
ARCHH1-J1-TOP OF WALL
G2
-
A
-
TOP OF WALL
TOP OF SLAB
ON GRADE
BOTTOM OF NESTED
STUD & TOP OF HSS
COLUMN J2-RETURN WALL
SEE A/S13.0
HERO WALL ELEVATION
TOP OF SLAB
ON GRADE
TOP OF 2ND FLOOR
UNDER ARMOUR
HERO WALL
HSS4x4 OUTRIGGER
(3 LOCATIONS)
CONT. 6"x16GA. NESTED
STUD/TRACK
6"x18GA. CSJ MTL. STUDS
@ 16" O.C.
TYP.
CONT. 6"x20GA. TRACK
W/ 3/16"Ø x1 1/2" TAPCONS
@ 16" O.C. TO EXIST. SLAB
ON GRADE
- DO NOT SCALE, COORD. W/ARCH AND UNDER ARMOUR
DWGS. FOR DIMENSIONS OF HERO WALL.
A
-
(COORD. W/ ARCH.)1S13.0SEE ARCH.
3/16
HSS4x4
OUTRIGGER
CONT. 18GA. TRACK
6"x16GA. NESTED STUD/TRACK
CONT, ATTACH TO WALL TOP
TRACK W/ (2) #12-14 TEK
SCREWS @ 24" O.C.
#12-14 TEK SCREW
EA. FLANGE
@ 16" O.C.
SECTION 1
3/4"= 1'-0" -
TOP OF SLAB
8 1/4"
CONT. 18GA. TRACK
6"x18GA. NESTED STUD/TRACK
CONT, ATTACH TO WALL TOP
TRACK W/ (2) #10-16 TEK
SCREWS @ 24" O.C.
#10-16 TEK SCREW
EA. FLANGE @ 16" O.C.
T/WALL
COORD. W/ARCH
AND UA DWGS
SECTION 1A
3/4"= 1'-0" -
SEE ARCH.
SEE ARCH.
T/HSS EL =
+18'-8"
CONT. L8x6xX (LLH) WITH
1/2"Øx3'-0" LG. DEFORMED
BAR ANCHORS @ 2'-0" O.C.
CONT. L8x6xX (LLH) WITH
1/2"Øx3'-0" LG. DEFORMED
BAR ANCHORS @ 2'-0" O.C.
HANDRAIL
SEE ARCH.
SEE TYP. BOT. FLG. BRACE
DETAIL ON S5.0. TYP.
@ EA. OUTRIGGER
SEE SECTION 1 THIS
SHT FOR ADD'L. INFO.
TYP.
BOTH
ENDS
6"x18GA. CSJ MTL.
STUDS @ 16" O.C.
(BEYOND)
6"x18GA. TRACK BLOCKING
TOP & BOT. OF HSS BETWEEN
WALL METAL STUDS W/ (4)
#12-24 TEK SCREWS EA.
TRACK TO HSSBEYOND ATTACH TRACK BLOCKING
TO WALL METAL STUDS W/ 14GA.
CLIP ANGLES W/(4) #10-16 TEK
SCREWS TO STUD & (4) #12-14 TEK
SCREWS TO CLIP
HSS
1/4
DETAIL G1
-
TYP.
G2
-
PL. 1/2"x6"x1'-2" @ G2
0'-10" CL TO CL
0'-8" CL TO CL @ G1
@ G2
6" HSS6x4 @ G2
HSS3x3 @ G1
(N)(4)- 12" Ø KWIK HUS-EZ
EMBED 3"
3"
PL. 1/2"x4"x12" @ G1
DETAIL C
1/2"=1'-0" -
2" WIDE x16GA. STRAP
BRACING (EA. SIDE)
6"x16GA.
F
-
E
-
D
-
DOUBLE STUDS
BACK TO BACK
T/SLAB
PARTIAL HEIGHT WALL ELEVATION
1/2"=1'-0"
D
-SEE ARCH.H2-HSS3x3
TYP. SEE
PLAN FOR
LOCATIONS
TOP OF WALLJ2-@ BASE
TYP.
G1
-
K
-
(N)2"x16 GA STRAP
EA SIDE OF WALL
D3
-
TYPICAL
D4
-
TYPICAL
DETAIL A
N.T.S. -
B
-
SEE ELEVATION C
SAI Mar 26, 2021 - 11:26am - K:\DRAW-21\21040 - Carmel, IN\21040_S13.0.dwg - Layout: S13.0Drawn By:
Project No.:
Date Issue
SPORTING GOODS CLAY TERRACE14350 CLAY TERRACE BLVD.CARMEL, IN 46032Design and construction documents as
instruments of service are given in
confidence and remain the property of
MCG Architects. The use of this design
and these construction documents for
purposes other than the specific project
named herein is strictly prohibited
without expressed written consent of
MCG Architects, Incorporated.STORE # 18321042.10
Issued for
Bid-Permit
03-26-21
SAI
C MCG ARCHITECTS 2021
ALL RIGHTS RESERVED**With exception of the National Account Vendors that DSG is purchasing directly from as noted on the vendormatrix, all work, materials, and systems shown in these plans and specifications is the sole responsibility of theGeneral Contractor to purchase and install complete as shown and referenced. The General Contractor is requiredto coordinate, schedule and supervise all National Account Vendors as well as their subcontractors. The Tenant(Dick's Sporting Goods) has no scope of work and/or responsibility shown in these plans and/or specifications.**05/11/21