HomeMy WebLinkAboutB15-0250_S600_1467739080.pdf6 FOR KING STUD RQMTS ~ RE:
7 FOR TRIMMER RQMTS ~ RE: 4 WALL CORNER 1 FOR 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 AND PANEL EDGES AS
REQD PER
2 TREATED SILL PLATE ~ MATCH WALL STUD WIDTH
TYP STUD WALL, UNO
S601
5
1
2
3
3
4
5
6
7
7
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
12/S600
12/S600
5/S601
5
2 6
CORNER & INTERSECTION DTL 2
CORNER & INTERSECTION DTL 1
EN
EN
EN
EN
EN
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
W
7" 7"
MAX
8"
W W/5 W/2 MAX
10" . 3" MAX
W W/3
7"
5" TO5" TO
7"
MAX
8"
W
W/3
MAX
8" W
6" MIN CLR JOIST, 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 W/ 5 1/2" EMBED
AND MECHANICALLY
GALVANIZED FINISH
(ASTM B695, CLASS
65)
S601
5
5/S601
5/S601
2
4'-0" MIN LAP
TOP 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
FH2 - 2
FLUSH HEADER
MARK. SEE
# TRIMMER STUDS
5/S602
5/S602
5/S602
5/S602
2
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
12:18:03 PM
S600
TYPICAL WOOD DETAILS
M15.0197.S.01
LOT 3 / 994 PTARMIGAN RD
VAIL,CO
Hughes
Residence
07.02.2015
KH
NO SCALE 8 TYP MULTI-STORY WOOD STRUCTURAL WALL ELEVATION
NO SCALE
3 TYP WOOD WALL CORNER &
INTERSECTION
NO SCALE 10 TYP WOOD HOLE & NOTCH RQMTS
NO SCALE 6 TYP WOOD SILL PLATE AT FND NO SCALE 9 TYP WOOD TOP PLATE SPLICE NO SCALE 12 TYP WOOD WALL HEADER
No. Description Date
PERMIT SET 07.02.2015
2 FND SET 09.22.2015
4 CD 10.06.2015
6 CD REV #2 05.27.2016
RFI 28 - Revised framing
detail at shear walls
07/05/16