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STEEL ROOF ARCHED CHORD JOISTS SUPERIMPOSED LOADS ROOFING NET WIND UPLIFT LOADS
TRIG. AREA=10 SO. FF. to
DEAD 30 P.S.F. V=146 MPH h= 22.5'
k LIVE 30 P.S.F. EXP. "C" 1=1 .0 ZONE cl= 3'-0" Kd=.85
BASIC WIND PRESSURE, 43.0 P.S.F. 13
BASIC WIND PRESSURE 50.5 P.S.F. q h
V=146 MPH h= 22.5' ZONE 1 -43.0 P.S.F.
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NET WIND UPLIFT, ZONE 1
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NET WIND UPLIFT, ZONE 2 -89.9 P.S.F. -59.6 P.S.F.
EL. COORD. IN
ROOF INSULATION NET WIND UPLIFT LOADS
TRIB. AREA=16 SQ. FT. Kd=.85
ARCH. DWGS.
NET WIND UPLIFT, ZONE 3 -140.3 P.S.F. -100.0 P.S.F.
BASIC WIND PRESSURE, q h 43.9 PSF.
NET WIND UPLIFT, OVERHANGS ZONE 2 -101.0 P.S.F. -101.0 P.S.F.
ZONE 1 -42.0 PSF. yyy
ZONE-176.7 P.S.F. -116.1 P.S.F. 2, 6.5' WIDE EDGE STRIP -72.9 PSF.
NET WIND UPLIFT, OVERHANGS ZONE 3 7 C14
ZONE 3, 6.5' X 6.5' CORNERS 107.2 PSF. cn
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FREPA15RIC4TED STEEL J015TS NOTE-
THE STEEL JOISTS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF STEEL JOISTS AND THEIR
E-
�-6 CONNECTIONS TO EACH OTHER. DESIGN OF BRACING FOR INDIVIDUAL STEEL JOISTS TO RESIST LATERAL
BUCKLING UNDER GRAVITY OR WIND LOADS IS THE RESPONSIBILITY OF THE STEEL JOISTS MANUFACTURER. PREFABRICATED
STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE F.B.C. 2007 FOR THE STRUCTURAL FACS A. 13 STRUCTURAL FACSIA.
LOADS INDICATED ABOVE. STEEL JOISTS SHALL BE DESIGNED BY A FLORIDA-REGISTERED ENGINEER. COMPLETE
CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER AND SUBMITTED TO THE
ENGINEER-OF-RECORD FOR REVIEW. REVIEW BY THE ENGINEER-OF-RECORD WILL BE FOR COMPLIANCE WITH DESIGN
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STEEL JOIST ROOF FRAMING PLAN NOTES
\-STRUCTURAL FACSIA.
1. BOTTOM OF STEEL ROOF DECK EL. 75
...................................................................................
nk EL. +
GIVEN THUS .
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B.0.D.
2. BRIDGING
EL. COORD. IN
ARCH. DWGS. HB" : CONT. TOP AND BOTTOM BRIDGING COMPOSED OF CONT. IGNACIO J. CALVO
sheet no .
L 1 1/4 X 1 1/4 X 7/64, TACK-WELDED TO JOISTS TOP
STRUCTURAL ENGINEER
AND BOTTOM CHORDS, EQUALLY SPACED.
CHORD
"BCB" : BOTTOM CHORD BRIDGING PROVIDED NEAR THE FIRST BOTTOM FLORIDA LICENSE NO. 56755
PANEL POINT, L 1 1/4 X 1 1/4 X 7/64 1800 S.W. 27th. Ave. #401
3. GENERAL CONTRACTOR TO COORDINATE ROOF OPENING SIZES WITH MECH. DWGS. AND Miami, Florida 33145
SUBMIT TO STRUCT. ENGINEER FOR APPROVAL.
CN
-5 FOR TYPICAL ROOF DETAILS.
4. SEE DING. S Ph: (305) 648-9008
C S - 3
5. HOISTING CABLES SHALL NOT BE RELEASED UNTIL THE TRUSS ROWS OF BRIDGING
Fax:(305) 648-9128
FF_ CN
O.C. NEAREST THE THIRD JOIST ARE COMPLETED INSTALLED.
J @48" O.C.
E-MAIL: icpe@bellsouth.net
_T5 5
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