HomeMy WebLinkAboutWind Load CertificationRECEIVED
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CODE COMPLIANCE
S% Ll1CIE COV472-q2(
ENGINEERING SUBhT/TTALSBOCC
APRIL 5, 2021
WIND LOAD CERrIFICAT70N.'
CODE.'FBC/FRC2020/ASCE7 f6/NEC20f7
(FBC 7TH EDITIOl)
WIND SPEED: 170 MPH, 3 SEC. GUST'
EXPOSURE.' "D"
CATEGORY//
INTERNAL PRESSURE COEFF.' O.00
JOB:
- MACLEOD
43 NETTLES BL M
JENSEN BEACH, FLORIDA
PAUL WELCHINC.
MECHANICAL ELECTRICAL CIVIL ENGINEERING
1984 S. W. BILTMORE Sr. SUITE #f 14
PORT SAINT LUCIE, FL 34984
(772) 785-9888 pwelchinc@aoLcom
PAUL WELCH, P.E. FLA REG NO.29945
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Live Load 40 lbs. / Sq A
D D ead LoEa 5 lbs. / Sq Ft
EXI::—�MIG COMMSITE
55A WALL CAP DECKIfVC
SGL Bolts, Nut.
Klash, e rs 516 " H. D.
Iv. OrS.S. (304) w
ut Fully Threaded
Decking w
MCompositeinimalpla.i2k;��pacing
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Screws. 2 per Sri-'117ger
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2' 8 P. T. S YP. 4 0
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be buttjoinfed, butt
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joitils to be staggered.
P.T. SYR.40
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CCA treated piles
Ocsign Wincrfoad Information
MP` to a rhinimuni depth and as Code: F33C 2020 7-,"' A DDI FBRC 2620
necessary to pi-o-vide adequate bead,179 and stability 77`ADD/ ASCE 7-16
Wind Speed., 170 MPH, 3 Second Gusi
Importance Factor., 1.0
Pre -ssvre - Coeff.: OM
Intemal
Hsig.�,,. <10 Ft. Mean
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PAUL WELCHHHO.
M E C H - E t.E � '• -C i V IL Eta'
1964 SST.
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F'AU-; IMELCH E
FLk REGM
j , Assodo tcs. Inc.
Afadhi!:t:�, Envirolwicilull
F1,672"'126-, 29501
EIR.N. t: P (ZvBEEL LS o UTH.'NE. T
Date: 61ZI20
PEVMED 1114121
SHEE _7 4
2"X 8'* CAP SECURE W 1=10 x 2 112'
SSSCPEWIB'O.C.
(2) #10 x 2 1/7 SS SCREWS:
TOP& B07-1 Of.4 PAILS '
4"Y, 4"ACO
TREA TEDA1.0 SPAN
Deslan Windfoad Information
Code: FBC 2020 7Tn'1 ADD4FRC 20M
ASCE 746
Wind Speed: 170 A1,PH. 3 Second Gust
Exposure *'3Y ,
Importance Factor* 1.0
Internal Pressure Coeff : 0.00
1',eLqht. <.10 Ft. Mean
rol , C-r Section Thru
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Pler Plan 1.4'alry
Live Load 40 lbs. /So Ft
Dead -Load 5 lbs� / Sq F',
SGL Bolts, Nut,
VV- shers �a 518 " H. D. - ----------
Daly. Or S.S. (30.�) tip
Nut Fully Threadeu
ME
7
Composite Decking w
Minimal plank spacing.
Fasten W410 3" SS (304)
Screws. 2 per Stringer.
7%
-0
2 x 8,-P. T. SYR .40 ! 7-
treated stlh gers to A 1 P6
be bulljoitited, buff
joints to be staggered.
2`x8-P.T.SvP -dO
ACQ treated D3L �JantT
pa
Ef
SOrgers 16" -2 -
A410. 8 Dia. 2.5 O.C. Max
ti
CCA treated pilas
Desior, Windload Information
Coda., FBC 2020 77H ADDI FBIRC 2020
71,ADD/ ASCE 7-16
Virind Speed: 170M 3 Second Gust
Exposure *D*
Impoitance Factor: 1.0
Internal Pressure Coeff: 0.00
HeiglW, <10 Ft. Allean
juncr & Associara Inc.
jER\ �ERC PBFIJSOUTH,NET
171
isu !Lt'
-�R-EIINED 1114121
5HEE 77 5
Dates: 612,Q1,11
HAUNDR.AiL DETA&