HomeMy WebLinkAboutGS201[1]SHEARWALL SCHEDULE
MARK
STUD 0
HOLDDOWNS
HOLDDOWN
SHEATHING
NAILS
SHEAR ANCHORS AND
EDGES
I FIELD
EACH END
(SEE NOTE 5)
ANCHORS
ISPACING (SEE NOTE 4)
SW-1
(2) - 2x4
SEE NOTE 6
-
7/16' SHEATHING (i SIDE)
8d 0 6°
Ed 0 12"
1/2" DIA. PEEN HD
32' O.C. MAX.
SW-2
5/8" DIA. THREADED ROD
1/2" DIA, 711TN HD
(2) - 2x4
HDU-5
W/SIMPSON AT-XP ADHESIVE
7/16' SHEATHING (1 SIDE)
8d 0 6"
8d 0 12"
32' O.C. MAX.
MIN. 10' EMBED.)
NOTES:
1. SEE TYPICAL SHEARWALL DETAIL ON DRAWING S002 FOR ADDITIONAL INFORMATION.
2. AT LOCATIONS WHERE SHEARWALL IS PERPENDICULAR TO JUST FRAMING, BLOCK BETWEEN JOISTS WITH 2x BLOCKING OR SIMPSON TB36
DIAGONAL BRACING. SEE TYPICAL WOOD BLOCKING AT JUST DETAIL ON DRAWING S002 FOR ADDITIONAL INFORMATION. PROVIDE
ADDITIONAL BLOCKING BETWEEN FLOORS AT SHEARWALL END CHORDS.
3. PROVIDE SHEAR ANCHORS AT THE SPACING INDICATED IN THE SHEARWALL SCHEDULE. SHEAR ANCHORS SHALL BE PROVIDED TO CONNECT
THE BOTTOM OF THE SHEARWALL TO THE TRUSS OR BLOCKING BELOW IT AND TO CONNECT THE TRUSS OR BLOCKING TO THE SHEARWALL
BELOW IT. SHEAR ANCHORS ARE ALSO PROVIDED TO CONCRETE FOUNDATION AT BOTTOM OF SHEARWALL
4. TITEN HD ARE AS MANUFACTURED BY SIMPSON STRONG -TIE OR APPROVED EQUAL. MINIMUM EMBEDMENT = 6' UNLESS NOTED
OTHERWISE. MINIMUM EDGE DISTANCE = 1 3/4". INSTALL PER MANUFACTURERS REQUIREMENTS.
5. HOLDDOWNS TO BE LOCATED AT EACH END OF EACH SHEARWALL, UNLESS NOTED OTHERWISE. HOLD DOWN MUST COMPLETELY PENETRATE
FLOOR SLAB AND EMBEDDED IN FOUNDATION WALL. SEE DETAILS A & C ON DRAWING S002 FOR ADDITIONAL INFORMATION.
6. PROVIDE 1/2" x 10" SIMPSON TITEN HIS SCREW ANCHOR WITH 1/8' x 3' x 3' PLATE WASHER PER DETAIL C ON SHEET S002 AT EACH
END OF SHEARWALL (1 3/4' MIN. EDGE DISTANCE).
7. ALL EXTERIOR SHEARWALLS TO BE FULLY BLOCKED AND ALL INTERIOR SHEARWALLS TO BE BLOCKED VERTICALLY.
R. PROVIDE 'COOLER NAILS" AT GYPSUM WALLBOARD SHEATHING. 1 3/4" 16 GA STAPLES x i 5/8' LONG MAY BE SUBSTITUTED FOR 6d
COOLER NAILS.
HEADER SCHEDULE
MARK
HEADER SIZE
JACK STUDS
KING STUDS
Ht
(2) - 2%ID
(2) - 2x4
(2) - 2x4
H2
(2) - 1 3/4'
x 11 1/4' LW
(2) - 2x4
(2) - 2x4
H3
(3) - 1 3/4'
x 11 111 LVL
(4) - 2x4
(4) - 2x4
NOTES:
1. ALL DIMENSION LUMBER SHALL BE SOUTHERN PINE,
No. 2 OR BETTER.
2. ALL LVS SHALL BE LETTER 2200Fb OR BETTER.
DETACHED GARAGE ROOF FRAMING PLAN
1/8" = III
ROOF FRAMING PLAN NOTES:
1. SEE GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S000, SOOT, &
S002 FOR ADDITIONAL INFORMATION.
2. TOP OF BUILDING FIRST FLOOR ELEVATION = 100'I FOR REFERENCE.
3. GARAGE WALLS TO BE 2x4 STUDS 0 16" ON CENTER (SENT STUD GRADE,
U.N.O.).
4. ALL EXTERIOR AND INTERIOR WOOD UNTELS IN LOAD BEARING WALLS ARE TO
BE SUPPORTED WITH AT LEAST A 2-PLY STUD COLUMN OF THE SAME 'MOTH
OF THE WALL U.N.O.
5. COORDINATE LOCATIONS AND SIZES OF INTERIOR DOOR OPENINGS WITH
ARCHITECTURAL DRAWINGS. SEE TYPICAL INTERIOR DOOR DETAIL ON DRAWING
S001 FOR ADDITIONAL INFORMATION.
6. WHERE ROOF TRUSSES SPAN PARALLEL TO SHEAR WALLS, LOCATE ONE TRUSS
DIRECTLY ABOVE THE SHEAR WALL
7. PROVIDE DOOR AND WINDOW UNTELS JUST ABOVE DOOR OR WINDOW FRAME.
SEE LINTEL SCHEDULE ON THIS DRAWING FOR ADDITIONAL INFORMATION.
8. INDICATES SPAN DIRECTION T&G 19/32' PLYWOOD SHEATHING. SEE
TYPICAL ROOF DIAPHRAGM NAILING DETAIL FOR MORE INFORMATION
ON ROOF SHEATHING. TOP OF ROOF ELEVATION VARIES, SEE
ARCH. ROOF PLAN.
9. PROVIDE ENGINEERED WOOD ROOF TRUSSES DESIGNED PER STRUCTURAL
GENERAL NOTES. TRUSS SPACING SHALL BE 2'1 O.C. U.N.O. SEE
ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES AND ADDITIONAL INFORMATION.
TRUSS MANUFACTURER SHALL PROVIDE HANGER SIZING TO ADEQUATELY
SUPPORT TRUSS LOADS.
10. ® INDICATES HEADER MARK. SEE HEADER SCHEDULE ON THIS DRAWING FOR
ADDITIONAL INFORMATION. ALL EXTERIOR AND INTERIOR WOOD HEADERS
IN LOAD BEARING WALLS ARE TO BE SUPPORTED NTH AT LEAST A
2-PLY STUD COLUMN OF THE SAME WIDTH OF THE WALL U.N.O.
11, SEE FASTENING SCHEDULE ON DRAWING SOOT FOR WOOD CONNECTIONS NOT
OTHERWISE DETAILED ON THE DRAWING.
12. INDICATES AREAS OF OVERBUILD. EXACT FRAMING METHOD TO BE
DETERMINED BY TRUSS ENGINEER.
CARMEL
CITY CENTER
PEDCUR DESIGN GROUP LLC
Archilecture/ Project Management:
355 City Center Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
By:
Arch teat
�A.... U. I-i N A'I
OS -OR-IB
Developer:
P E D C O R
DEVELOPMENT CO.
0
z
N
z Q M
` O
w s
z Z
Q
U_ E
Lu
� � U
Q
O
M
COPYRIGM& GWNEREW GF 000IENI
GUS
SUPPORTED GRASSI
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
5109/2018 5/0012018
Drawn By Checked By
RUN JAW
Last Revision Date
Project Number:
Sheet Title:
DETACHED GARAGE
ROOF FRAMING
RELEASED FOR CONSTRUCTION
Subject to compliance wdh all regulations
of State and meal Codes
City of Carmel n
�N; 'UNSPsCXb.Va�
DATE: 1 U/2b/ 18
Sheet Number
GS20