HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S F) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET
BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
This is Not A Master Drawing.
PEAK B r L K 20 SO.FT(, 20 SOFT-<B r L 50 SOFT(••) B r L 2 50 SO.FT(, Valid Only For One Time Permit.
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(N ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. * IND104TED DESIGN WINDS PRESSURES
CORRESPOND TO THE MAXIMUM END
0'- 15' L76.4 45.8 102.4 61.4 730 4J.8 95.5 57J 68.5 41.1 66.4 51.8 ZONE AND INTERIOR ZONE
CONDITIONS AND FOR ALL ROOF
> l5'-2D' 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 472 90.8 54.5 SLOPES.
>20'-25' 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 **L=PANEC HEIGHT(F/)
>25'-JO' 51.7 115.5 69.3 82.4 49.4 107.7 .64.6 773 46.4 97,4 58,4 B=PANEL W(07N(Fr)>JO'-40' 54.4 121.4 72.8 86.6 52.0 113.7 68.0 81.2 48.7 102,4 61.4 AR'�CAt PRoOucTs WHICH BEAR A
>40'-50' 56.6126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 M/AMl-GIDE COUNTY OR
A STATE OF FLORIDA APPROVAL
>50'-60' 58.4 1 JO.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9
M
BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDINGP.S.F.) FOR ASCE 7-10 PEAK ROOF HEIGHT GREATER THAN 60 FEST At n
BASIC WIND SPEED = 170 mph CATEGORY ll BUILDINGS m
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
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P go SEGO'
PEAK B r L c 50 SOFT(•) B r L>50 SO.FT(^)
ROOF �6
HEIGHT POSITIVE NEGATIVE POSITIVE NEWTIVE 00
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULUMATE I A.S.O.
>60'-70' 91.5 54.9 167.7 100.6 84.3 1 50.6 148.4 89.0 a
>70'-80' 93.6 56.2 171.6 103.0 86.2 1 51.7 151.9 91.1 C7
> 0' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 930 BUILDING-SCHEMATIC
97.J 58.4 178.4 107.4 89.7 53.8 157.9 94.7
100.5 60.3 184.2 110.5 92.5 1 55.5 T630 97.8
720'- 140 103.2 1 C61.9 189.2 1 1135 95.1 1 57.1 1 167.4 100.4
105.6 1 63.4 193.6 1 116.2 97.3 1 58.4 1 171.3 102.8.
> 160'- 180' 107.8 1 64.7 197.6 1 118.6 99.3 1 59.6 1 174.9 1 104.9
1 60.7 178.1
>200'-750' 194.9 68.5 209.2 125.5 105'2 63.7 185.1 101.9 ``���``�� R A11T%���1,,�'
>250'-700' 117.8 70.1. 215.0 J129.6 108.5 65.1 191.1 114.7 4�1 �,�CEN>J00'-750' 121.0 72.6 221.9 111.5 66.9 196.3 117.8>750'-400' 1239 74.3 227.1 114.1 68.5 200.9 120.5 - - 1�^>400'-450' 126.4 75.8 231.8 1165 69.905123.1 •'�450'-500' 128.8 77.3 2J6.1 118.6 71.2 208.9 125.3 =
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1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE- BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES
APPLICABLE RISK G17£GORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART As SHOWN THIS WIND LO40 CHART MUST BE S/CNED,SF IFn AND
CN IED BY IRIS ENGINEER If USED TO OBTAIN A ONE AME BUILDING PERMIT. COLON14L SHUTTERS pa SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION Of DES/GN WIND PRESSURE BASED ON ANIS GENERIC WIND LOAD C14WT. RISK C4T. 11 BLDGS 06/7I/75
WINO PRESSURES ARE ULTIMATE AND ASO.PRESSURED 'L C.. C O 1 N A:• WIND PRESSURE CHART DATE
9.)7N/S WHO LOAD CHART 5/Wl BE CONSIDERED INYAUD jr ALTERED BY ANY MF,WS BASIC W/ND SPEED 170 mph
11WT TENRNG&ENGINEERING COMPANY EXPOSURE 0.Kd O.BS 15-190
5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY eJ15 pb,i� ns�7Si-16.�m V �tsmjrj;l.JIyI�
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET OPENING SCHEDULE/TAKE OFF SHEET,ETC). �.,µ yR M: wa DRAW/NG No
EB-0006719
WALTER A. TILLIT".'P. n0 t.-n� .r a
FLORIDA A NtwA(S /u SNEC(1 Of /