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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 Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This is Not A Master Drawing; PEAK 8.L<20 SO.FT(, 20 SOFT S 9> L<50 SOFT(^) B+L L 50 SOFT(^) Valid Only For One Timo Permit ROOF HEIGHT POSITIVE NEGATIVE POSMVE NEGATIVE P0.51TIVE N(GAINE (h) ULT/MATE A.S.D. ULT/MATE A.S.D. ULTIMATE A.S.D. ULTIMATE T A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. Yl INDICATED DESIGN WINDS PRESSURES CORRESPOND 70 THE MWfMUM END 0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 ZONE 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 90.8 54.5 SLOPES. >20'-25' 8J.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 **L-PANEL HEIGHT(FT) 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 a-PANEL wrOTIT(FT) 90.7 54.4 121.4 72.8 86.6 52.0 1133 66.0 81.2 48.7 102,4 61,4 ***PRODUCTS WHICH BEAR A 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 706.5 63.9 M14.M/-RADE COUNTY OR A STATE OF FLORIDA APPROVAL 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.J 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-10 PEAK ROOF HEIGHT GREATER THAN 60 FES BASIC WIND SPEED = 170 mph CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEGO 0 j (� PEAK B.L<50 SOFT(�•) B X L>50 SO.FT(�J ROOF APR 2 0 2016 HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.O. PER."AITTING -7-65--70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 St.Lucie County,FL >70'-80' 9J.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >Bo'-90' 95.5 57.4 175.2 105.1 88.0 52.8 155.0 9J.0 .BUILDING SCHEMATIC >90'- 100' 973 58.4 178.4 707.4 89.7 5J.8 157.9 94.7 > 100'- 12o' 100.5 60.J 184.2 11 92.5 55.5 163.0 97.8 .57 120'- 140 103.2 61.9 189.2 113.5 95.1 571 1674 100.4 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 leo' 707.8 54.7 197.6 118.6 99.3 59.6 174.9 104.9 >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 106.1� `�`,`�� R A.1 %j'�i�i >250'-J00' 1178 70.1 216.0 129.6 108.5 65.1 19 I.i 114.7 y�Q'• �,�C ENSF;':`�9 >JOO'-JSD' 121.0 72.6 221.9 133.1 117.5 66.9 196.J I I78 ' >J50'- 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 No,441 >400'-450' 126.4 75.8 231.8 I J9.1 116.5 69.9 205.1 123.1 Z* r•-- � _ 'tee 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 �OR11) •��C�'; 0111114111111 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHAM,PREPARED BY THIS ENGINEER B45ED ON ASCE 7-/0,FOR A B42C WIND SPEW OF 170 MPH,ANO 2014(50;EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MAR77N, ST.'LUCIE&INDIAN RIVER COUN77ES - APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA77ON FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART As SHOWN 2.)THIS WIND L040 C/GWT MUST BE SIGNED,SEALED AND O41E0 OY iN/5 ENGINEER/F USED TO OWAIN A ONE DME BUILDING PERMIT Q7LONGV.SHUTTERS M14 SCALE J)CONTRACTOR OR PERMIT HOLDER 10 BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE 54SED ON THIS GENERIC WIND LOAD CHART. RISK CAT. H BLDGS 06/11/15 WINO PRESSURES ARE ULNWTC AND ASD.PRESSURES r DATE 4.)THIS WIND LO40 CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS. / I-L G-CO I N e. WIND PRESSURE CHART MLN TESMNG&ENGINEERING COMPANY BASIC WIND SPEED- 170 mph asss N.W.]aIM1 se sa sw,nmaa+cu+o[Ns a]]Iae EXPOSURE D.Kd-0.85 15-190 5.)THE WIND LOAD SELECTED O THE C.g.,SP OR OR PERMIT HOLDER EDUL THIS WINO LOAD CHART SWILL BE INOfCATEO ON A SEPARATE DOCUMENT PREPARED BY Paine:ryw)an-1310.Fv:(]vlen-1311 DRAWING No THE COMRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCNEDUL[/lAKE OFF SHEET EIC.). EB-0006719 WALTER A TIWT Jr.P.E. 5N£ET I FLORIDA Uc.1 44167 1.nlim� ] OF T 1