HomeMy WebLinkAboutS601.pdfMARK HOLDOWN TYPE
6
ANCHOR RQMTS MINIMUM
ATTACHMENT REMARKS
HOLDOWN SCHEDULE
MARK STUDS
W1-A
SHEATHING BLOCKED
EDGES
EDGE
NAILING
STRUCTURAL WOOD WALL SCHEDULE
REMARKS
1/2" GYP BD EA FACE NO 5d @ 4" OC
7
W1-B
1 1/2x5 1/2 LSL @ 16"OC
1/2" APA RATED
PLYWOOD YES 10d @ 6" OC
WOOD WALL TYPE
SEE: SCHEDW1-A1
HOLDOWN TYPE
SEE: SCHED
STRUCTURAL WALL NOTES:
1. ALL STRUCTURAL WOOD WALLS SHALL BE W1-A, UNO.
2. PLYWOOD SHEATHING TO BE APA-RATED SHEATHING. SEE: GENERAL NOTES
FOR ADDITIONAL INFORMATION.
3. PLYWOOD SHEATHING NAILS SHALL BE INSTALLED A MINIMUM OF 3/8" FROM
PANEL EDGES.
4. PLYWOOD SHEATHING NAILS TO BE GALVANIZED COMMON.
5. AT PLYWOOD SHEATHING, USE 10d NAILS @ 12" OC FOR FIELD NAILING.
6. ALL PLYWOOD SHEATHING TO BE BACKED WITH 2" NOMINAL OR WIDER
MEMBER.
7. PROVIDE A MINIMUM OF (2) STUDS AT EACH HOLDOWN.
8. CONNECT SHEAR PANELS DIRECTLY TO STUDS.
9. ALL WALL NAILING AT WALLS, INCLUDING HEADERS, BLOCKING, RIMBOARDS,
ETC. SHALL CONFORM TO REQUIREMENTS OF NAILING SCHEDULE IN IBC 2012,
TABLE 2304.9.1 UNLESS MORE STRINGENT REQUIREMENTS ARE SHOWN IN
DRAWINGS.
SHEAR WALL KEY
HOLDOWN NOTES:
1. INSTALL ALL HOLDOWNS AND HOLDOWN ANCHORS PER MNFR's WRITTEN
INSTRUCTIONS.
2. UNLESS OTHERWISE NOTED, MINIMUM HOLDOWN ATTACHMENT TO BE (2) 2x ~
MATCH WALL STUD THICKNESS. PROVIDE ADDITIONAL STUDS AS NEEDED AT
HOLDOWN TO MEET MANUFACTURE REQUIREMENTS OF MINIMUM MEMBER
THICKNESS
ANCHORAGE TO FDN
5/8"Ø @ 48"OC HDG w/12" EMBED
5/8"Ø @ 48"OC HDG w/12" EMBED
FIELD NAILING PER
NOTES
2x BLKG AT SHEATHING
EDGES (WHERE
REQUIRED PER
SCHEDULE)
EDGE NAILING PER
SCHEDULE
EDGE NAILING
SHEATHING PER SCHEDULE ~
STAGGER EDGES AS SHOWN
STUD SIZE & SPACING PER
SCHEDULE
ANCHORAGE TO
FDN
CONNECTION AT
SILL PLATE
CONNECTION AT
TOP PLATE
16d @ 3"OC
16d @ 4"OC SIMPSON LS50
@24" OC
SIMPSON LS50
@24" OC
0 NO HOLD DOWN
8
SIMPSON HDU2-SDS2.5
{STUDS &
SPACING
W1-C YES 10d @ 4" OC 5/8"Ø @ 36"OC HDG w/12" EMBED 16d @ 2"OC SIMPSON LS50
@16" OC
SIMPSON SSTB16
W1-D 10d @ 3" OC 5/8"Ø @ 24"OC HDG w/12" EMBED (2) ROWS 16d @ 3"OC SIMPSON LS50
@12" OCYES
9
SIMPSON HDU4-SDS2.5 SIMPSON SB5/8x24
SIMPSON HDU5-SDS2.5 SIMPSON SB5/8x24
SIMPSON HDU8-SDS2.5 SIMPSON SSTB28 (3) LSL STUDS
ANCHOR BOLTS TO BE HDG
ANCHOR BOLTS TO BE HDG
ANCHOR BOLTS TO BE HDG
ANCHOR BOLTS TO BE HDG
W1-E YES 10d @ 2" OC 5/8"Ø @ 16"OC HDG w/12" EMBED
SIMPSON LS70
@12" OC
W2-B YES 10d @ 6" OC 5/8"Ø @ 48"OC HDG w/12" EMBED 16d @ 3"OC SIMPSON LS50
@24" OC
1/2" APA RATED
PLYWOOD
1/2" APA RATED
PLYWOOD
1/2" APA RATED
PLYWOOD
1 1/2x5 1/2 LSL @ 16"OC
1 1/2x5 1/2 LSL @ 16"OC
1 1/2x5 1/2 LSL @ 16"OC
1 1/2x5 1/2 LSL @ 16"OC
1 1/2x7 1/4 LSL @ 16"OC 1/2" APA RATED
PLYWOOD
(2) ROWS 16d @ 2"OC
5 (2) SIMPSON MSTC 66 -- (2) LSL STUDS
(2) LSL STUDS
(2) LSL STUDS
(2) LSL STUDS
--
4 (2) SIMPSON MSTC 52 -- (2) LSL STUDS --
3 SIMPSON MSTC 66 -- (2) LSL STUDS --
2 SIMPSON MSTC 52 -- (2) LSL STUDS --
1 SIMPSON MSTC 28 -- (2) LSL STUDS --
HORIZONTAL DIAPHRAGM SCHEDULE
MARK SHEATHING MATERIAL BLOCKED EDGES FASTENER TYPE & SPACING
5/8" THICK 20/40 APA-
RATED PLYWOOD NO
NO
3/4" THICK 24OC STURD-I-
FLOOR APA-RATED
SHEATHING
YES
NOTES:
1. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8".
2. FOR SHEATHING OVER DECKING, SEE ____ FOR ADDITIONAL RQMTS.
3. PROVIDE BOUNDARY NAILING (TYPE 4 ABOVE) INTO ALL SUPPORTING BEAMS,
WALLS, JOIST BLOCKING, AND RIM BOARDS UNO.
WS1
WS2
WS3
1 10d @ 6" OC
2 10d @ 12" OC
3 NA
4 10d @ 6" OC
1 10d @ 6" OC
2 10d @ 12" OC
3 10d @ 6" OC
4 10d @ 6" OC
1 10d @ 6" OC
2 10d @ 12" OC
3 NA
4 10d @ 6" OC
2
1 PANEL EDGE NAILING AT SUPPORTED EDGES
2 FIELD NAILING
3 PANEL EDGE NAILING AT BLOCKED EDGES
4 BOUNDARY NAILING
BEAM OR WALL
DIAPHRAGM EDGE
TRUSSES, RAFTERS
OR JOISTS
2x FLAT BLOCKING AT
UNSUPPORTED
SHEATHING EDGES
(WHERE REQD ~ SEE
SCHEDULE)
1
3
4
5/8" THICK 20/40 APA-
RATED PLYWOOD
NOTES:
1. VERIFY SETBACK DIMENSIONS SHOWN ABOVE WITH HOLD DOWN MANUFACTURER.
2. NOTIFY ENGINEER OF ALL DISCREPANCIES PRIOR TO INSTALLING ANCHORS.
3. ANCHORS SHALL BE LOCATED AT CENTER OF SILL PLATE, UNO.
4. POST CONNECTORS ARE SIMPSON SDS SCREWS, OR EQUIVALENT, UNO.
5. SEE: FOR STEEL STRAP DETAILS AND ADDNL INFO.
SILL PLATE
HOLD DOWN,
SEE HOLD DOWN
SCHEDULE
SHEAR WALL POST
ANCHOR BOLTMNFRSTAND-OFFAS REQD BYSEE SCHED
SET BACK,EMBEDMENT1/S603
NOTES:
1. PROVIDE A MINUMUM OF (2) STUDS AT EACH BEAM SUPPORT IF NO POST IS
DESIGNATED.
2. ALL MULTIPLE STUD POSTS SHALL BE NAILED TOGETHER AS SHOWN IN DIAGRAM.
3. WHERE NAILS ARE USED, EACH ADDITIONAL STUD IS NAILED TO REMAINDER OF STUD
PACK SHOWN BELOW.
10d NAIL THRU EA
STUD, TYP
9" TYPEA END4" TYP1 1/2".
2 1/2".
. 1 1/2"
1-1/2"
2-1/2"
1-1/2"
CONNECTION FASTENING
JOIST TO SILL OR GIRDER (3) 8d COMMON (2 1/2"x0.131")
(3) 3"x0.131" NAILS
LOCATION
TOENAIL
BRIDGING TO JOIST (3) 8d COMMON (2 1/2"x0.131")
(3) 3"x0.131" NAILS
TOENAIL EA END
1"x6" SUBFLOOR OR LESS TO EA
JOIST
(2) 8d COMMON (2 1/2"x0.131") FACE NAIL
WIDER THAN 1"x6" SUBFLOOR TO
EA JOIST
(3) 8d COMMON (2 1/2"x0.131") FACE NAIL
2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (3 1/2"x0.162") BLIND & FACE NAIL
SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2"x0.135") @ 16"OC
3"x0.131" NAILS @ 8"OC
TYP FACE NAIL
TOP PLATE TO STUD (2) 16d COMMON (3 1/2"x0.162")
(3) 3"x0.131" NAILS
END NAIL
STUD TO SOLE PLATE (4) 8d COMMON (2 1/2"x0.131")
(4) 3"x0.131" NAILS
TOE NAIL
END NAIL
DOUBLE STUDS 16d (3 1/2"x0.135") @ 16"OC
3"x0.131" NAILS @ 8"OC
FACE NAIL
(2) 16d COMMON (3 1/2x0.162")
(3) 3"x0.131" NAILS
BLOCKING BTWN JOISTS OR
RAFTERS TO TOP PLATE
TOENAIL
RIM JOIST TO TOP PLATE 8d (2 1/2"x0.131") @ 6"OC
3"x0.131" NAILS @ 8"OC
TOE NAIL
CEILING JOISTS
(TO PLATE)
TOE NAIL
CEILING JOISTS
(LAPS OVER PARTITION)
(3) 16d COMMON (3 1/2"x0.135")
(4) 3"x0.131" NAILS
FACE NAIL
CEILING JOISTS
(TO PARALLEL RAFTERS)
FACE NAIL
RAFTER TO PLATE FACE NAIL
(3) 8d COMMON (2 1/2"x0.131")
(3) 3"x0.131" NAILS
(3) 8d COMMON (2 1/2"x0.131")
(5) 3"x0.131" NAILS
(3) 16d COMMON (3 1/2"x0.135")
(4) 3"x0.131" NAILS
(3) 8d COMMON (2 1/2"x0.131")
(3) 3"x0.131" NAILS
TYP WOOD MEMBER FASTENING SCHEDULE
JACK RAFTER TO HIP TOENAIL(3) 10d COMMON (3"x0.148")
(4) 3"x0.131" NAILS
FACE NAIL(2) 16d COMMON (3 1/2"x0.162")
(3) 3"x0.131" NAILS
JOIST TO BAND JOIST FACE NAIL(3) 16d COMMON (3 1/2"x0.135")
(4) 3"x0.131" NAILS
NOTES:
1. TYP WOOD MEMBER FASTENING REQUIREMENTS ARE TAKEN FROM IBC 2012, TABLE 2304.9.1.
2. THE ABOVE FASTENING REQUIREMENTS ARE A MINIMUM, AND SHOULD BE APPLIED ONLY TO
TYPICAL SITUATIONS.
3. THE ABOVE IS ONLY A SUMMARY OF THE TABLE 2304.9.1, PLEASE REFERENCE IBC FOR
COMPLETE FASTENING SCHEDULE.
JOIST/BEAM FACE MOUNT
HANGER
TOP FLANGE
HANGER
WOOD HANGER SCHEDULE
NOTES:
1. ALL HANGERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE.
2. ALL TJI'S ARE TO HAVE WEB STIFFENERS AT HANGERS UNLESS NOTED OTHERWISE
2x8 LUS26 JB28
2x10 LUS28 JB210
2x12 LUS210 JB212
11 7/8" TJI-210
(AT RIDGE)
-- LBV2.1/11.88
11 7/8" TJI-360 (AT
SLOPED ROOF)
-- LBV2.37/11.88
11 7/8" TJI-210 ITS2.06/11.88
11 7/8" TJI-360
11 7/8" TJI-560 IUS3.56/11.88
7 1/4" LVL HU7 LBV1.81/7.25
9 1/2" LVL HU7 LBV1.81/9.5
11 7/8" LVL HUS1.81/10 LBV1.81/11.88
(2) 11 7/8" LVL HU412 BA3.56/11.88
(3) 11 7/8" LVL HU612 WP5.50/11.88
ITS2.37/11.88
ITS3.56/11.88
IUS2.37/11.88
IUS2.06/11.88
5 1/2" LVL HU1.81/5 --
3 5/8" MAX
VERTICAL LEG OF
ANGLE TIGHT TO BACK
OF VENEER
VENEER TIES
STONE VENEER LOOSE LINTEL SCHEDULE
REMARKSLINTELOPENING LENGTH, L
LLV6"
LLV6"
LLV6"
4"
BEARING EE
L ≤ 6'-0" L3 1/2x3 1/2x1/4
10'-0" < L ≤ 12'-0"
6'-0" < L ≤ 8'-0"
8'-0" < L ≤ 10'-0"
BENT PL 5/16X8X3 1/2
L6x3 1/2x5/16
L5x3 1/2x1/4
-
STRUCTURAL WALL
SYSTEM
8" MAXNOTE:
- STONE VENEER LOOSE LINTEL SHALL BE HDG
Project number
Date
Drawn by
MM JOB #: 15.0197.S.01PRINCIPAL/EOR: PDPROJECT MANAGER: KHDESIGNERS: JW/KHDATE PRINTED:FILE PATH:07/02/2015
C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt7/2/2015 2:34:46 PMS601
TYPICAL WOOD DETAILS
M15.0197.S.01LOT 3 / 994 PTARMIGAN RDVAIL,COHughes Residence07.02.2015
KH
NO SCALE5 TYP WOOD STRUCTURAL WALL & HOLDOWN SCHEDULESNO SCALE8 TYP WOOD HORIZONTAL DIAPHRAGM
SCHEDULE
NO SCALE3 TYP WOOD HOLD DOWN AT FNDNO SCALE6 TYP WOOD POST
NO SCALE11 TYP WOOD MEMBER FASTENING
SCHEDULE
NO SCALE9 WOOD HANGER SCHEDULENO SCALE12 TYP VENEER LOOSE LINTEL
No. Description Date
PERMIT SET 07.02.2015