HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS Q' CLADDING MAX.)F) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
This is Not Master grawIng,
PEAK B x L<20 SO.FT(••) 20 SOFT S B x L<50 SOFT(••) B K L 2 50 SO.FJ(••) Valid Only For On Time Pemill
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(N) ULTIMATE A.S.D. ULTIMATE I A.S.O. ULTIMATE A,S.O. ULTIMATC A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. %K INDICATED DESIGN WINDS PRESSURES
CORRESPOND TO THE MAXIMUM END
0'- 15' 76.4 45.8 102.4 61.4 7J.0 4J.8 95.5 57.3 68.5 41.1 86.4 51.8 20NE AND INTERIOR ZONE
CONDITIONS AND FOR ALL ROOF
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 g0.8 54.5 scoP£s.
>20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 **L-PANEL HEIGHT(FT) .
>25'-Jo' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 g7.qM58. a'PANEL w/Dn7(Fr)
>JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 *AILAlc PRODUCTS WHICH BEAR A
>40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 MLAM!-040E COUNTY OR
A STATE OF FLOR/0A APPROVAL
>50'-60' 973 5B.4 130.3 78.2 92.9 55.7 121.5 72.9 B7.2 52.3 109.9
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8S.F,) FOR ASCE 7-10 PEAK ROOF HEIGHT GREATER THAN 60 FEET
BASIC WIND SPEED = 170 mph CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PE pf
Bo oGAl
" -
PEAK B.L<s0 so.Fr(•) B.L 2 50 SO.FT O NE
ROOF
HEIGHT POSITIVE NEGATIVE POSTVE NEGATIVE
APF 7 8 J(n)j (N)
ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE ALSO.
PER!471Tii�f� >60'- 70' 91.5 54.9 167.7 100.6 84.J 50.6 148.4 89.0
St.Lucie County,FL > 70'-60' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1
>80'-9o' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 BUILDING SCHEMATIC
>9o'- 100' 973 58.4 178.4 107.4 39.7 53.8 1579 94.7
> m '- 0' 100.5 60.3 184.2 1 92.5 55.5 163.0 978
> 120'- 14 103.2 61.9 189.2 113.5 95.1 571 1674 100.4
-- mo' 105.6 63.4 1916 116.2 973 58.4 171.3 102.8
> 160'- 160' 107.8 64.7 197.6 118.6 99.J 59.6 174.9 104.9
>2080'-2500' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 1011.7
>250 -300' n78 70.1 216.0 129.6 103.5 65.1 191.1 114.7
�;.•• .. v ''.
>J00'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 �C•'. Z
>350'-400' 123.9 74.J 227.1 1J6.J 114.1 68.5 200.9 170.5 C NO,Q L
>400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1
>450'-500' 128.8 77J 2J6.1 141.7 1 18.6 71.2 208.9 125.3 z `_
NO Om fit I
1.)THIS C£RTIREO SIGNED AND SEALED WTD LOAD CH4RT,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A 94SIC WIND SPEED OF 170 MPH,AND 2014(511;EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,Sr LUCIE&INDIAN RIVER COUNTIES
APPUC40LE RISK CATEGORY BUILDING&EXPOSURE'S.IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMARON FOR A SHE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND L147ED BY THIS ENGINEER IF USED TO OBTAIN A ONE NME BUILDING PERMIT. COLON14L SHUTTERS••• SCALE
3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE.FOR THE SELECTION OF DESIGN WINO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK DIT.IT BLOCS 06/11/15
WIND PRESSURES ARE ULTIMATE AND ASO.PRESSURES. DATE
4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MFAMS. I L E C 0 N e. WIND PRESSURE CHART
i7LUT TESTING&ENGINEERING COMPANY BASIC WHO SPEED- 170 mph
5)DESIGN WIND LOAD SELECTED T'THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY eu1 M.r..re0.StL,,51..om,Mxrxu cwrODrs.D.,arca EXPOSURE D,Kd�0.85 15-190
(e.9+SPREADSHEET,OPENING SCHEDUL Plwn.:(J0.1Tel1-1310.! ryPv."-1331
THE CONTRACTOR OR PERM//HOLDER E/(AKE OPE'SHEET,ETC). DRAWING No
EB-0006719 NSGVn0.Y art yrt
WALTER A.BLL?Jr.P.E. au rl-r)r 1 u F - - SNECT I OF 7
FLORIDA De. 44/67 0.Nwrli6 ale