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PER ARCH. INTERMEDIATE SUPPORTS
BLOCKING 0 4' -0" O.C.
VERT.
METAL WALL STUDS
4'x8' SHEATHING PANEL
ALL PANEL EDGES SHALL BE SUPPORTED
UNBLOCKED DIAPHRAGM BY A MINIMUM OF 2" NOMINAL FRAMING
NP. ROOF SHEATHING DETAIL %t_� TYPICAL WALL SHEATHING DETAIL
SCALE: NONE S3.4 J u.� ,�E
S3.4
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SECTION
SCALE: 3/4"
SHEARWALL HOLDDOWN
SCHEDULE
MARK
HOLDDOWN
ANCHOR ROD
NOTES
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7/8 "0 x 1' -8" LONG
DOUBLE STUD REQUIRED
HD1
S /HD10
F1554 GRADE 36
AT HOLD DOWN
II
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MATERIAL
11 II II
1. LOCATION PER ROOF FRAMING PLAN. 3.
TOP OF
2. SEE 9/S3.1 FOR ANCHORAGE DETAIL.
OIL
CONCRETE
3. HOLDDOWN PER SIMPSON STRONG -TIE
OR ENGINEER APPROVED SUBSTITUTE.
4. INSTALL ANCHOR AFTER STUD WALL
INSTALLATION. DRILL AND EPDXY
ANCHOR W/ SIMPSON STRONG -TIE
SET ANCHOR ADHESIVE.
MARK
SW1
SW2
NOTES:
w
a
3
S3.4
DOUBLE 2x6 TOP PLATE
SHEATHING PER PLAN
SECTION
SCALE: NONE
SHEARWALL SCHEDULE
APPROX. EXTERIOR SHEATHING INTERIOR GYP. BOARD HOLDDOWN
LENGTH EDGE SCREWS EDGE SCREWS
28' -10" #8 0 6" O.C. #8 0 7" O.C. HD1
21' -0" 1 #8 0 6" O.C.
#8 0 7" O.C.
2x6 BLOCKING
PREMANUFACTURED
WOOD TRUSS
7/1s OSB. FASTEN WITH 8d
NAILS AT 6" O.C. AT EDGES
& 12" O.C. AT INTERMEDIATE
SUPPORTS
2x6 BLOCKING AT
MID HEIGHT
4
S3.4
REMARKS
NOTE 1, 2, 3 AND 4
HD1 I NOTE 1, 2 AND 4
1. #8 x 1" FLAT HEAD, SHARP POINT SELF DRILLING 4. FOR MINIMUM IIN TO 16 GA. 6" x 2" METAL STUDS. SEE SOA
SCREWS.
2. MAXIMUM SPACING OF SHEATHING FASTENERS 5. CONTINUOUS LIGHT GAUGE TRACK. FASTEN TO CONCRETE AS
AT INTERMEDIATE SUPPORTS = 12 ". REQUIRED TO RESIST 200 PLF PARALLEL OR PERPENDICULAR
TO WALL. SUBMIT FASTENING METHOD, MATERIAL AND
3. PROVIDE 4" W x 16 GA. TENSION STRAPS EACH SIDE SPACING AT INSTALLATION.
ENGINEER FOR REVIEW PRIOR TO
OF WALL. ATTACH STRAPS TO EACH STUD W/ (2) -
#3 SELF DRILLING SCREWS.
APPROX. LENGTH (SEE SCHEDULE) CONT. 16 GA. TOP
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Architects
Consultants
Engineers
kMERICAN
.ONSULTING,
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CERTIFIED BY
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DRAWN BY- DCM
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ISSUED FOR- DATE-
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TITLE•
SECTIONS AND
DETAILS
S3.4