HomeMy WebLinkAboutConstruction Plans--- 21'
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5uppor posts
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Add 2X4 F.T. wall
Add 2X4 Kf, wall 4' u
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22'
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2011 F13C 6th edition PuMinq
Code
eneral Notes
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No. Revision/Issue Date
ftespens levels
Firrn Name and Address
frea5ure Coa5t Homes
P,0,1 ox 1003l
Palen 1 aq F1, 32910
Phone 321 508-3909
Ness. .,
Project Name and Address
L iv; area
Patio area
Garage area
s
� oject Sheet
Date, .I / 27120 5N ,
save I I , of 2
no'
ncuble studs ea, side
Aluminum door 5111
Stucco finish
l2oor rated for pressures on plan
fastened to stud / 2" t7rywall
with 3 #12 wood screws thru deer frame Aluminum
per Schedule min. 11/ 2" embeddment
irho wood per Mfq, speciflcatlons with 2" #I2 wood
per scheduler
Door Huck I2o-tail Framo
8
5cse: rorie
1�516N pFE5515
�xtcnor Window and boor Openinq 5chedulc
Ultimate winc6peed 160 MPH
Nominal wind5peed 124 MPH
Sxp C
Openirq Zone 17e5ign pressure
mi I 3nAq rY+ r),..- A +�i5I �R
vesign pressures are baeca on nomina wino5peeo
nesign pre55uree are based on nominal windspeed
Importance facto- a 1,0
Interior pre5,5ure Coefficient m+ or --OJ6
Components/ Claddlnq Pre5%re s+ 50,6 32.4 p5f
protection of openlrg5 Is required
12e5ign ccmplie5 with 2017 `6C, 6th edition
xlstinq 3X8 header
xi5tinq 4X4 Post / 2"X 4" laq bolts sp eo 24"O,C,
max for wood to wood fa5teni q
x15tmq 4X41'09t
'---5mp5on 10'' Flab strap each
side of opening per jack stud
Nardi plank
2) 8d rings
2"X 8 " Wedge Anchors min erred 6"
/ sp. @ 24" O,C Max.
�1P4X connector per jack stud
1 / 2" CPX plywood x
�mp%n 5PI connector each Stud 8d ringshank nall5 5p,
tq, and bottom ' and 4" on the edges over TV
Weep
Wsl Wall Scctlon
General Notes
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No. Revision/Issue Date
Firm Name and Address
frea5ure Coa5t Homes INC
P,0, r Ox IMo3 d
Palm bay{ FI, 52910
Ph. 321 508-39.09
Project Name and Address
9
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