09-97R-002F
c
ti
F
REPLACE 4' x 8 CDx PLYW
SHEATHING; MIN. 19/32" TH
MAXSPAN 24"
r
REPAIR 4
SEE DETAIL 4/S-2
t
1 1
1
1 1
/ 1
1 � /
1 � 1
1 g ✓ 1
REPAIR 1 ( P)
SEE DETAIL 1/-2
REPAIR 2
SEE DETAIL 2/S-2
- REPAIR 2
SCALE: N.T.S.
PLYWOOD
ROOF DIAPHRAGM
NAILING ATTACHMENT
1. ROOF DIAPHRAGM SHALL COMPLYDESIGN RECOMMENDATIONS• r CONSTRUCTION
GUIDE r .. .• . r THE LOCALrCODE.
2. PLYWOOD ROOF r AND SHALL BE CONTINUOUSOVER TWO
OR
RE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS.
3. • T PLYWOOD DIAPHRAGM T• STRUCTURE WITH 10d GALVANIZED NAILS, SPACED AT 6"o.c. MAX. AT SUPPORTED
EDGES AND A6"o.c. ALONG - INTERMEDIATE SUPPORTS.
IV, 111 113-31
SCALE N.T.S.
.9O
. so • a •
ADD 5/8" PLYWOOD
W/ 10D NAIL •
EACH SIDE
WMINkreirlysTelm
• r r •
i
•� J
0
TOP VIEW
DETAIL
SCALE N.T.S.
mmiffimm
24" MIN. G 24" MIN.
A2X4 WOOD EACH SIDE
p
\ll
" Qi THR
6 1/2U BOLT
FRONT VIEW
DETAIL 2/S-2
SCALE N.T.S.
W.
CONT.rr 1
SIDE.EACH -
PLYWOOD SHEATHING
FOR METHOD OF
EXTEND ROOF SHEATHINGUNDER
SET .. ANCHOR VALLEY
TRUSSES
PAST THE ROOF SHEATHING AS SHOWN
♦ 7 O r
NVSNP3
BY
W/(6)8 d x LS AT EACH END
UPLIFT G=1 156 # + r
NOA 04-0510.03
2) NVSNP3 BY NU-VUE
•'t 1• 1 1 !
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ii•
+. ,*]:1
F S 0 Y MIA
USE(5) (2} NVSNP3 BY NU-VUE STC`Cl SStC
W/(6}8 d x1 1/2 MAILS AT EACH END
UPLIFT G=1156 # & UPLIFT=1188# 4PhROVED
NOA 04-0510.03 `
„17�
_,—USEE
USE(5)— PREFAB. ENGINEERED WD.
TRUSSES24" O.C.
SE (AS PER MANF. SPECS.)
USE
NVRT-24 BY NU-VUE
W/(7}-16 d NAILS AT EACH MEMBER
UP IFT 1059 # NOA 03-0327.14
TYPICAL AT 2'-0" O.C.
TOP OF CONC. BEAM
(REFER TO RUCT PUMT
5'-011 MAX. ---f*
DETAIL /S-2
SCALE N.T.S.
DATE
M'
7P
DRAITTIii illi
Now
SHEET
■I# OF
J
DATE
07-01-09
-
SCALE
AS SHOWN
-
DESIGNED
DRAWN
DRAITTIii illi
Now
SHEET
■I# OF
J