HomeMy WebLinkAboutS14.0SEE ARCH.(SEE ARCH.)
ELEVATION A
3/8"=1'-0" -
4" 4"
(SEE ARCH.)
TACKLE WALL
K
-
F
-G-K
-
OPP.
HAND
6"x16GA. METAL STUDS @ 16" O.C.
ELEVATION B
3/8"=1'-0" -
DISPLAY ROOMSSEE ARCH.T/2ND FLOOR SLAB
K
-D-G-F
-HSS6x4HSS6x41/4
(N)PL1/2"x6"x10" W/
(4)1
2" DIA THREADED RODS
4" 114"4" 114" CL OF HSS6x4CL OF HSS6x4
DETAIL F
1 1/2"=1'-0" -
DETAIL D
3/8"=1'-0" -
DETAIL G
3/8"=1'-0" -M-N
-
DETAIL K
3/8" = 1'-0" -
DECK DIRECTION
MAY CHANGE
#12-14 SCREWS
EA. SIDE (TYP.)
6"x16GA. TRACK
6"x16GA. NESTED
STUDS, CONT.
#12-14 SCREWS EA.
SIDE @ 12" O.C.
F
-D-6"x16GA. METAL STUDS @ 16" O.C.
F
-
F
-
4"4" HSS6x4HSS6x4HSS6x4HSS6x4F
-
SEE PLANEQ. EQ.
T/WALL
(SEE ARCH.)
T/2ND FLOOR SLAB
B/NESTED STUDS
T/COLUMN =
11 4"
TYP
- PROVIDE 1/2"x8" BASE PLATE FOR 6X6 POST
CONT. 6"x20GA. TRACK
W/ 3/16"Ø x1 1/2" TAPCONS
@ 16" O.C. TO EXIST. SLAB
- USE DETAIL WITH DETAILS XX & YY ON S14.0 3'-0" MINIMUM(E)JOIST
(FV)
ENLARGED PLAN DETAIL LONG
SIDE OF HSS PARALLEL TO JOIST
SPAN
ENLARGED PLAN DETAIL LONG
SIDE OF HSS PERPENDICULAR TO
JOIST SPAN
(E)JOIST
(FV)
(E)JOIST
(FV)
(FV)
(E)JOIST
3'-0" MINIMUM
DECK CLOSEST TO OPNG.
LOCATE AT HIGH FLUTE OF
NEW L6x6x3/86x0'-4" LG -
*
(N)L4x4x1/4" TYP
MATCH
JST L THK
(E)JOIST
(FV)
(4) 1/2"Ø GR. 5 THREADED RODS OR BOLTS
OVERSIZED HOLES W/
PLATE WASHERS
(N)HSS POST
6" MAX
1/4"
TYP
INSTALL ANGLE @ PANEL POINT
SECTION
A1
-
3/4"=1'-0"
SECTION
A2
-
3/4"=1'-0"
(N)HSS POSTA2S14.0A1
S14.0
DETAIL XX
3/8"=1'-0" -
DETAIL YY
3/8"=1'-0" -A1S14.0A2
S14.0
SEE PLAN
SEE PLAN
DETAIL M
1/2"=1'-0" -
3" WIDE x16GA. STRAP
BRACING (EA. SIDE)
362T200-97 (50KSI) TRACK
P
-
R
-
S
-
T/2ND FLOOR
SLAB
DOUBLE STUDS BACK TO BACK
T/2ND FLOOR
HOLD-DOWN AT
WALL RETURN
STRAP ATTACHMENT
AT TOP OF WALL
STRAP ATTACHMENT
AT THIRD WALL
HOLD-DOWN AT
2ND FLOOR
DETAIL R
-
DETAIL S
-
DETAIL P
-
DETAIL N
-
DOUBLE STUD3" WIDE x16GA. STRAP
BRACING (SEE DETAIL
K ON THIS SHEET)
(10) #10-16 HWH SCREWS
MIN. (TYP.)
L4x4x3/8
HOLDOWN THRU BOLT
SLAB
3" WIDE x16GA. STRAP
BRACING (K/S14.0)
SIMPSON HD8 HOLDOWN
(SEE N/S14.0)
TRACK
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) 6"x16GA. STUDS
BACK TO BACK
(2) 3 5/8"x16GA. STUDS
BACK TO BACK
SIMPSON HD8 HOLDOWN W/24
#12-14 SCREWS INTO DOUBLE
STUDS & HSS, & 1 5/8"Ø A325
THRU-BOLT
3" WIDE x16GA. STRAP BRACING
EA. SIDE. CONNECT EA. END TO
STUD HSS FRAMING W/(10)
#12-14 HWH SCREWS (MIN.)
DETAIL S1
1/2"=1'-0" -
3/16
TYP.
JOIST OR BEAM,
SEE PLAN
JOIST, SEE
PLAN
L4x4x3/8, NOTCH AS REQ'D
@ JOIST TOP CHORD
T/2ND FLOOR
SLAB
HOLDOWN THRU-BOLT
3" WIDE x16GA. STRAP
BRACING (SEE K/S14.0)
SIMPSON HD8 HOLDOWN
(SEE N/S14.0)
TRACK
SAI Mar 26, 2021 - 11:27am - K:\DRAW-21\21040 - Carmel, IN\21040_S14.0.dwg - Layout: S14.0Drawn 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