HomeMy WebLinkAboutB15-0250_S603_1467739080.pdfA
A
B
B
(2) STUDS MIN AT ENDS OF
SHEAR WALL, TYP AT HOLD
DOWN
THREADED ROD THRU
JST SPACE
SIMPSON HOLD DOWN, SEE SCHED FOR
SIZE. INSTALL PER MNFRS
RECOMMENDATIONS
SEE SHEAR WALL SCHED FOR
STRAP SIZE & NAILING, CTR ON JST
SPACE
SLOT PLYWOOD FOR STRAP. MAKE
SLOT AS SMALL AS POSSIBLE
BLOCK JST SPACE
SOLID AT HOLD
DOWN
BLOCK JST
SPACE SOLID
AT STRAP
3/8
STUD WALL PL,
SEE PLAN
SHEAR WALL HOLD
DOWN, PER
ANCHOR BOLT
WELDED TO BM,
CTR ON BM WEB
FOR ADDN'L INFORMATION SEE
WALL FRAMING
PARALLEL TO STL
NAILER AT
STEEL BM,
SEE
STEEL BM,
SEE PLAN
5/S610
5/S601
1/S603
K
1/2"
2"
2"1/2"
SEE ARCH
1/4
HSS6x4x1/4 @ HSS12x8 TRELLIS BM
HSS6x2x1/4 @ HSS12X4 TRELLIS BM
W/ 3/4"Ø THREADED ROD WELDED
TO TOP
FITTED BEARING PL3/4
W/ 1 3/4"Ø HOLE
1/4
5" @ HSS12x8
2 1/2" @ HSS12x4
GRIND
SMOOTH
PL1/4 FILLER PLATE. INSTALL
AFTER SETTING TRELLIS
CAP PL 1/4, TYP
3/16
CAP PL
SEAL WELD
EAST POST
WEST POST 1 1/2" 4" 4" 1 1/2"
2 1/2"2 1/2"
2 3/4" 4" 3" 1 1/2"
(2) 1/2"Øx3 1/2" LAG SCREWS
AT EACH POST
1/4
TYP
2 1/2"2 1/2" CAP PL 1/4
1/4
WASHER PL 3/8x3x3
W/ STD HOLE
13/16"x1 3/8" SLOTTED HOLE IN
TRELLIS BM PARALLEL TO BM
K
1"
SEE ARCH
T/STEEL = SEE PLAN
HSS10x4 TRELLIS BM
CAP PL 1/4, SEAL WELD, TYP
L3x3x1/4 DECK
SUPPORT ANGLE
3/16
SEAL WELD
3/16
ES OF HSS
SEAL WELD
(3/16)
T&B OF HSS
SEAL WELD
6
CAP PL 1/4
SEE ARCH
3/16
ES OF HSS
SEAL WELD
T/STEEL = SEE PLAN
3/16
ES OF HSS
SEAL WELD
6
SEE ARCH
T/STEEL = SEE PLAN
3/16
TYP SEAL
WELD
5/8"Ø @ 24/4
PATTERN
3N ROOF DECK, 18 GAGE MIN,
G90 ZINC COATING, SEE ARCH
FOR PAINT REQTS AND SOFFIT
FINISH MATERIAL. SIDELAP
CONNECTION SHALL BE #10
SCREW AT 12" OC
SEE ARCH FOR WATERPROOFING
MEMBRANE ON DECK
1/2"Ø WEEP HOLES AT 10'-0"
OC IN BOT OF TRELLIS BMS.
TYP
6
T/STEEL = SEE PLAN
SEE ARCH FOR SOFFIT
FINISH MATERIAL
SEE ARCH FOR
WATERPROOFING
MEMBRANE ON DECK
CAP PL 1/4, SEAL WELD, TYP
SEE ARCH
T/STEEL = SEE PLAN
3/16
ES OF HSS
SEAL WELD
(3/16)
T&B OF HSS
SEAL WELD
B/DECK = SEE PLAN
6
T/STEEL = SEE PLAN
(2) 3/4" LAG SCREWS
W/ 6" EMBED
SEE PLAN FOR
STUD PACK
2x6 PLATE
8" EMBED 1/4
2"
BASE PL 3/4x8x1'-4 W/ (4)
1/2"Ø ADHESIVE ANCHORS
AT 3" GAGE
1"Ø WEEP HOLE ON
NORTH FACE OF COL
1 1/2"
1" MAX NS GROUT
(3) SIMPSON HDU4-SDS2.5
5/8"Øx6" EMBED ADHESIVE
ANCHOR (HILTI HIT-HY 200)
AT EACH HOLDDOWN
ADD ADDITIONAL WALL STUD AS
REQD FOR HOLDDOWN CONN
(3) SIMPSON HDU4-SDS2.5
5/8"Øx6" EMBED ADHESIVE
ANCHOR (HILTI HIT-HY 200)
AT EACH HOLDDOWN
Project number
Date
Drawn by
MM JOB #: 15.0197.S.01
PRINCIPAL/EOR: PD PROJECT
MANAGER: KH DESIGNERS:
JW/KH
DATE
PRINTED:
FILE PATH:
05.27.2016
C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt
5/27/2016
12:18:06 PM
S603
SHEAR WALL DETAILS
M15.0197.S.01
LOT 3 / 994 PTARMIGAN RD
VAIL,CO
Hughes
Residence
07.02.2015
KH
NO SCALE 1 TYP WOOD HOLD DOWNS AT FLOOR
NO SCALE 2 HOLD-DOWN @ STEEL BEAM
1" = 1'-0" 4 TRELLIS SUPPORT
1" = 1'-0" 5 TRELLIS SUPPORT AT DOOR
1" = 1'-0" 6 TRELLIS BEAM AT COL
1" = 1'-0"
7 ENTRY ROOF COVERING BELOW
TRELLIS
1" = 1'-0"
8 ENTRY ROOF COVERING BELOW
TRELLIS -2
1" = 1'-0" 9 TRELLIS BEAM TO BEAM
1" = 1'-0" 10 TRELLIS BEAM TO BEAM TO WALL
1" = 1'-0" 11 TRELLIS COLUMN BASE PLATE
NOT USED
1" = 1'-0" 3 HOLDDOWN AT GRID L/2.5
1" = 1'-0" 12 HOLDDOWN AT GRID 5/K TO M
No. Description Date
PERMIT SET 07.02.2015
4 CD 10.06.2015
6 CD REV #2 05.27.2016
t.o. beam = 152-8
t.o. knuckle = 152-7
t.o. plate =152-11 1/4
3 3/8"
07/05/16