05-1465-015S3 I S6
a
c
CU
ROOF
I.[!7MIM
R -77rin A
40' -6"
FRAMING PLAN
SCALE: 1/4" = 1' -0"
STRUCTURAL NOTES
1.) SUPERIMPOSED
LOADS:
DL = 25 PSF
LL = 3OPSF
(ROOF)
NET UPLIFT =
45 PSF
ZONE 1
= 100 PSF
ZONE 2 &3
= 100 PSF
A= 20 SQ.FT
2) "D" DENOTES 2
2X8 P.T. WOOD LEDGER
W /5 /8 "DIA. X4"
PENETRATION KWIK —BOLTS BY
HILTI @18"O/C.
TO RECEIVE.
3.) FOR ROOF SHEATHING, PROVIDE 5/8 CDX PLYWOOD W /10d NAILS @ 6" O.C.
ALONG INTERIOR 4 "O /C @ ENDS
4.) FOR ALL EXTERIOR SOFFITS AND OVERHANGS LARGER THAN 24 ", PROVIDE MIN. 1/2"
PLYWOOD SHEATHING W /8d NAILS @ 6" O.C. ALONG EDGES AND
ALL SUPPORTING TRUSS BOTTOM CHORDS.
5.) FOR ALL PIGGYBACK FRAMING PROVIDE 14 GAUGE X 1" GALVANIZED STRAP
BY "SEMCO" MODEL NO. RTPGA816 (9 EACH TRUSS WITH 4 -16d .NAILS
EACH MEMBER.
6.) �' --E DENOTES 2X4 BOTTOM CHORD LATERAL BRACING
W/ 2 -16d COM. NAILS @ EACH TRUSS PROVIDING 2— TRUSS SPACE
LAP SPLICE
7) "A" DENOTES PREFAB. WOOD TRUSSES @ 24" O.C.
8) "B" DENOTES PREFAB. WOOD GIRDER TRUSS.
g) "C.J." DENOTES HIP JACK
10) FOR GIRDER TRUSS CONNECTION DETAIL
SEE SHEET S -5 U.O.N. IN PLAN.
.,, .. f 11 f l I, 0,t'II -�
.,
�.: S-
M.Hajjar & Associates Inc.
MOHAMMAD HAJJAR,P.E.
EB 8373 — PE 40187
2750 Douglas Road Suite 200, Miami, Florida 33133
Tel. (305)445 -2399 Fax. (305)445 -2219
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