HomeMy WebLinkAboutS600.pdf6 FOR KING STUD RQMTS ~ RE:
7 FOR TRIMMER RQMTS ~ RE:4 WALL CORNER1FOR TYP WALL STUD & SHEATHING RQMTS ~ RE:
3 MAINTAIN TYPICAL STUD SIZE & SPACING ABOVE &
BELOW OPENINGS
~ RE: PLAN FOR LOCATIONS
SHEAR WALL
S601
3
S600
9
S600
6
3
S600
TYP WALL CORNER OR
INTERSECTION
TYP HOLDOWN
TYP HEADER
TYP HEADER &
SILL
TYP SILL PL
TYP TOP PL
SPLICE
KEYNOTE LEGEND
5 2x BLOCKING AT 8'-0"OC MAX, OR AS SHOWN IN DETAILS22x TREATED SILL PLATE ~ MATCH WALL STUD WIDTH
TYP STUD WALL, UNO
S601
5
1
2
3
3
4
5
6
77
6
S603
1
S603
1
8 SOLID BLOCKING AT JOIST/RAFTER BRNG LOCATION
9 DOUBLE RIM JOIST AT ALL NON-BRNG LOCATIONS
9
10
10 SOLID BLOCK JOIST SPACE AT ALL BUILT-UP POST &
TRIMMER LOCATIONS
8
CORNER & INTERSECTION DTL 2
CORNER & INTERSECTION DTL 1
ENEN
EN
ENEN
EN
ADDNL STUDS AS
REQD AT HOLD
DOWN LOCS, TYP
NOTES:
1. ALL WALL CORNERS & INTERSECTIONS MAY BE
CONSTRUCTED PER DTL 1 UNLESS NOTED OTHERWISE IN
EN
EN
S601
5
DBL TOP PLATE
LEDGER
12GA x3 1/2" STRAP W/
(4) 16d EA SIDE OF
NOTCH TO EA PL
STUD
CL HOLE
W/3
W/8
MEMBER MAX DIA
OF HOLE
BEAM, JOIST & RAFTER
NOTCHING NOT
PERMITTED
SILL PLATE
1. HOLES SHALL BE DRILLED
2. PRE-DRILL CORNERS OF NOTCHES
CL HOLE
NOTES:
CL HOLE
(CLR)
6" MIN
W7"7"
MAX
8"WW/5W/2 MAX10" .3" MAX
WW/37"
5" TO5" TO
7"
MAX
8"WW/3
MAX8"W6" MIN CLRJOIST, RAFTER,
BEAM , LEDGER
DBL TOP PL, SILL
PL, STUD
9" MAX
5" MIN
.
9" MAX
5" MIN
.
END OF SILL PL
.
END OF SILL PL
ALL ANCHS
CENTERED IN WALL,
Ø PER ,
USE CIP ANCH PER
_____ OR SIMPSON
TITEN HD
S601
5
S601
5
4'-0" MIN LAPTOP PL SPLICE..
STUDS
16d @9" OC
STAGGERED EA
SIDE OF TOP PL
SPLICE
(2) 16d
(2) 16d
TOP PLS
WALL HEADER & JAMB SCHEDULE
MARK SIZE REMARKS HEADER KEY
H1 (3) 1 1/2 x 5 1/2 1.3E LSL
H2 (3) 1 1/2 x 7 1/4 1.5E LSL
H3 NOT USED
H4 (3) 1 3/4 x 5 1/2 LVL --KING(S)TRIMMER(S)OPENING WIDTH
SEE ARCH
HEADER, SEE:
SCHEDULE FOR
SIZE
TRIMMER(S) & KING(S)
AT HEADER, SEE:
SCHEDULE, MATCH
SIZE & GRADE OF
ADJACENT WALL
STUDS
NOTES:
1. HEADERS WITH 2 MEMBERS SHALL BE BUILT PER TYPE A REQUIREMENTS.
2. HEADERS WITH 3 MEMBERS SHALL BE BUILT PER TYPE B REQUIREMENTS.
3. MULTIPLE STUDS SHALL BE NAILED TOGETHER PER
PLATES TO
MATCH STUD
SIZE & GRADE
HEADER MEMBERS
PER SCHEDULE
TYPE A HEADER
PLATE TO MATCH
STUD SIZE &
GRADE
HEADER MEMBERS
PER SCHEDULE
PLYWOOD SPACERS
.
TYPE B HEADER
H2 - 22
HEADER MARK
# TRIMMER STUDS
# KING STUDS
H5
H6 (3) 1 3/4 x 7 1/4 LVL --
H7 (3) 1 3/4 x 9 1/4 LVL --
H8 (3) 1 3/4 x 11 7/8 LVL --
6/S601
NOT USED
FH1 (1) 1 3/4 x 11 7/8 LVL --
FH2 (2) 1 3/4 x 11 7/8 LVL --
FH3 (3) 1 3/4 x 11 7/8 LVL --
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 2:34:45 PMS600
TYPICAL WOOD DETAILS
M15.0197.S.01LOT 3 / 994 PTARMIGAN RDVAIL,COHughes Residence07.02.2015
KH
NO SCALE8 TYP MULTI-STORY WOOD STRUCTURAL WALL ELEVATION
NO SCALE3 TYP WOOD WALL CORNER &
INTERSECTION
NO SCALE10 TYP WOOD HOLE & NOTCH RQMTS
NO SCALE6 TYP WOOD SILL PLATE AT FNDNO SCALE9 TYP WOOD TOP PLATE SPLICENO SCALE12 TYP WOOD WALL HEADER
No. Description Date
PERMIT SET 07.02.2015