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NET WIND UPLIFT, ZONE 1 -49.5 P.S.F. -44.5 P.S.F. ZONE 3
-1201 P.S.F.
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EL.COORD.W 1: NET WIND UPLIFT, ZONE 2 -89.9 P.S.F. 59.6 P.S.F.
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NET WIND UPLIFT, ZONE 3 140.3 P.S.F. -100.0 P.S.F. TRIB. AREA=16 SO. Fr.
_BASIC WIND PRESSURE, q h 43.9 PSF.
ii NET WIND UPLIFT, OVERHANGS ZONE 2 -101.0 P.S.F. -101.0 P.S.F.
ZONE 1 -42.0 PSF*
II NET WIND UPLIFT, OVERHANGS ZONE 3 -176.7 P.S.F. -116.1 P.S.F. ZONE 2, 6.5' WIDE EDGE STRIP -72.9 PSF.
ZONE 3, 65' X 6.5' CORNERS -107.2 PSF. 7
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NON-STAIRDARD TYPE ARCHED CHORD JOIST
II
F-EEIABRICATEI?STEEL J015T.5 NOTE: y)
THE STEEL JOISTS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF STEEL JOISTS AND THEIR
CONNECTIONS TO EACH OTHER. DESIGN OF BRACING FOR INOMDUAL STEEL JOISTS TO RESIST LATERAL
BUCKUNG 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
-----7----------- LOADS INDICATED ABOVE.STEEL JOISTS SHALL BE DESIGNED BY A FLORIDA-REGISTERED ENGINEER.COMPLETE STRUCTURAL FACS 4,-/ �Tl GO
CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER AND SUBMrFrED To THE
\--STRUCTURAL FACSIA.
ENGINEER-OF-RECORD FOR REVIEW. REVIEW BY THE ENGINEER-OF-RECORD WILL BE FOR COMPUANCE WITH DESIGN
CONCEPT ONLY.
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PRIVACY WALL FRAMING FL = 6 SIR-6-- .0 W d �2
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SCALE 3116 z 1'-0'
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SM-1 SM_1__ TOP ROOF FRAMING PLAN
SCALE 3/16 : V-0'
STEEL JOIST ROOF FRAMING PLAN NOTES 7:1
\1TRUCTURAL FACSIA.
1 1. BOTTOM OF STEEL ROOF DECK EL. C.)
EL.COORD.W S-7 (L)
GIVEN THUS; u
(D •C)
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ARCH.DWGS. 2. BRIDGING co
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'H8° : CONT.TOP AND BOTTOM BRIDGING COMPOSED OF CONT.
r,--\ L 1 1/4 X 1 1/4 X 7/64,TACK-WELDED TO JOISTS TOP IGNACIO J CALVO
AND BOTTOM CHORDS,EQUALLY SPACED. STRUCTURAL ENGINEER sheet no.
S-6 'BCO":BOTTOM CHORD BRIDGING PROVIDED NEAR THE FIRST BOTTOM CHORD FLORIDA-LICENSE NO. 56755
!.7 PANEL POINT,L 1 1�14 64
YE
- XNATE1�040F 0 MING SIZES WITH MECH.DWGS.AND
1 3. GENERAL CONTRACTOR TO CO RDI 1800 S W. 27th. Ave. #401
AC SUBMIT TO STRUCT.ENGINEER FOR APPROVAL Miami,' Florida 33145
4. SEE DWG.S-5 FOR TYPICAL ROOF DETAILS.
048"D.C. 5. HOISTING CABLES SHALL NOT BE RELEASED UNTIL THE TRUSS ROWS OF BRIDGING Ph: (305) 648-9008
N S - 3
------------------------- NEAREST THE THIRD JOIST ARE COMPLETED INSTALLED.
Fax: 648-9128
E-MAIL: ijcPe0beIIsoufh.net P.F_ N'5 6 7 5 5 1
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