HomeMy WebLinkAbout37443 REDBERRY Certified for compliance with the wind load provisions of Standard Building
Code(SBC) Section 1205, 1991 edition including 1992 and 1993 addendums t - ithcvu5 j1 r2 lc)-1 5! 1ii�
Other design elemen shall ' theresponsibiliy/o t e contractor. F rL
General Notes:
James atalano, P.E. ate
1. All reinforcing steel shall be ASTM A 615, Grade 40 (min) No. 42507 ' n'' -�
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shall be hot-dipped
zed, after fabrication per
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2. Anchoragesg galvanized, t
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NAILED 6' EDUE 1c' -INTERMEB:arE PEP GEN_
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3. Trusses shall be designed per SBC and TPI specifications and certified ' _� ^ _ 22 I UL II - `
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by a Professional Engineer registered in the state of Florida
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ALUM WINDOW`_ iIOC MPH) ,.
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7. Shearwalls-front and rear elevations, fasten sheathing w/ 10d nails @ [P ' 4
2" o.c edges, 6" o.c interior. — — -- _ _—__ _
8. Shearwalls-left and right elevations, fasten sheathing w/ 8d or larger
nails @ 6" o.c. edges, 12" o.c. interior. �t
9. Install 1-Simpson LTT20 w/ 1/2" AB and 10-16d nails at each end of L j
Wind Load Notes:
shearwalls.
Design Velocity = 100 Mph
2, Specifications = SBC 1991 including 1992 and 1993 addendums, � 1 C !
section 1205. .y
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3. Net uplift per truss bearing connection = 368.0 lbs.
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Factor of safety against overturning = 1.5 %
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4. � �I ice`, __ —;'1�Z-r_r��'I_J��j
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eilin dia bra = 290.8 plf. i ._,
5. Maximum unit shear at roof/c g P ;
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6. Maximum unit wall shear at midheit wall = 3969lfgh P
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Certified for compliance with the wind load provisions of Standard Building
Code (SBC) Section 1205, 1991 edition including 1992 and 1993 addendums.
Other design e all be the responsibit77the contractor.
ames Catalano, P.E. Date
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