HomeMy WebLinkAboutDrawing f r Elevation Section `A-A'
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Concrete Tie Beam
�a`\ 48"
�aso� Double 2"x 8" PT
0a; U Secured to Tie Beam
with m'/„x 6„
LL
Wedge anchors
X/O X/O @ 18" O.C.
j o 96 U
Sliding Glass Door 0 _
Wind Design Pressure:. X/O
+47.65 psf/-61 71'.psf
Fldor.slab
-
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NOTES
All work to be done in accordance with the Florida Building Code(2017).
Mean Door Height< =15', Category II, Exposure D, Wind Velocity 170 mph, Wind Load Calculations done in accordance with ASCE 7-10;
PGT Vinyl Sliding Glass Door(Reinforced); Miami Dade NOA# 17-0420.06; Page 8 of 21; Fasteners C5+2, 5, 8; Glass Types 2 or 4
Install Sliding Glass Door per NOA and manufacturer's guidelines.
signature MOCK
QUEST Title: 3-Panel Sliding Glass Door
Webster Residence I�
Quest Engineering Services & Testing, Inc. Project: 13017 S Indian River Dr
g ._th -- --g-_ a --- - - Jensen-Beach,
2737 NW 19 Street Florida - 34957-- R
R: N. Sailappan,, P.E.)�
Pompano Beach, FL— 33069 Client: Allan J., Inc. Principal �.
Project o. Drawn ee o. scale Florida Registration No;46696
Ph (954) 582 9800 Fax (954) 682 9836 J-19011 RNS 1 of 1 N.T.S. Cert. of Authprizatiori"No"`7954
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