HomeMy WebLinkAboutDESIGN PRESSURE CALCULATIONSPage 2
1/29/18
Sloped Wood Deck Section
13529 Indian River Drive
Jensen Beach, FL
Design Pressures:
1) Field P1 = 33;4*(-0.9 — 0.18) = -36.1 psf
2). Perimeter P2 = 33:4*(-1.7 — 0.18) _ -62.9 psf
3) Corners P3 , = 33 44*(-2.6 —0.18) _-93.O:psf
I
Attachment. Requirements:
'Based on RAS7133 and F.L. #17022=R7 (170.22.1);. Table A.; the following are our recommended
fastening requirements for the 26 gauge 5V Crimp Metal Roof Panels:. .
Field: Maximum of 12".odc. screw sp I ing (Table A - #9 Screws "Method 1)
Perimeter: Maximum of 12" o./c. screws akin f able A = #9'Screws'"Method 1
spacing ( T)
Corners: Maximum of .12" o:/c:• screw spacing, . (Table A - #10. Screws "Method 2)
;Notes: Comers and perimeter area dimension shall not be less than a = 410."
All work shall be in compliance with the local building code product control notice
of acceptance and manufacturer specifications and :the ,Florida Building ' Code
2017. 1 .. • .
Wind load calculations based, on ASCE 7-.10 and. information provided by client. ,
All. work" shall be. inspected by our field engineer or city. inspector to' verify
compliance with specifications. I
Sincerely, I•
ZW 41
I eth'Le'B`lanc7-P.E.
- cl
tFede'ral Engineering & Testing, Tnc.
'1~lorida Reg. -No. 59394 .
Certificate,of Authorization #5471.
Miami=Dade County Certification #16-0203.07