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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7-f 0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This is Not A Master{�grawingl PEAK B x L<20 SOFT(, 20 SOFTS B x L c 50 SQ.FT(•, B x L L 50 SOFT(, Valid Only For one Timo Permit, ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.SD. ULTIMATE A.S.D. ULT/MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. * INDlG1E0 DESIGN WINDS PRESSURES CORRESPOND 70 THE MAXIMUM END 0'- 15' 76.4 45.8 102.4 61.4 730 4J.8 95.5 573 68.5 41.1 86.4 51.8 ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF > 15'-2o' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 432 90.8 54.5 SLOPES. >20'-25' 83.6 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) . >25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 97.4 58.4 B-PANEL Wi(FT) >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 1133 68.0 81.2 48.7 102.4 61.4 **PRODUCTS WHICH BER A NNM/-CADE COUNTY OR >4O'-5O' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 A STATE OF FLORIDA APPROVAL >50'-60' 97.3 1 58.4 1J0.3 78.2 92.9 55.7 1 121.5 1 72.9 87.2 52.3 109.9 65.9 BUILDINGS PEAK ROOF HEIGHTvs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING(8S.F,) FOR ASCE 7-10 PEAK ROOF HEIGHT oREATER THAN 60 FES�Ir BASIC WIND SPEED = 170 mph CATEGORY IJ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) j,00 eft 1 rp, PEAK B x L c 50 SO.FT(^J B x L 2 50 sO.Fr(•) N� ROOF HEIGHT POSITIVE NEGATIVE POSITIVE MfGAl/Vf (h) ULTIMATE A.AO. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S& >60'- 70' 91.5 1 54.9 167.7 100.6 84.3 50.6 148.4 89.0 > 70'-BO' 93.6 56.2 171.6 1OJ.O 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'- too' 973 58.4 178.4 1074 89.7 53.8 157.9 94.7 > 100'- 20' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120'- 110 1032 -C61. 189.2 113.5 95.1 571 1674 100.4 160' 105.6 63.4 193.6 6.2 97.3 58.4 171.3 102.8 > 160'- IBD' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 ��*l1��� >200'-2 0' 1014. 68.5 209.2 125.5 105.2 63.1 185.1 111. H�1b;l'n F: 4 E ! �.�``'�'tER 11111 >250'-J00' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 .�`�P•'�,�CENs+'•:��p�� >300'-350' 121.0 72.6 221.9 13J.1 111.5 66.9 196.3 1178 !1f!`. ^?Olt, • �' , > 0'-400' 1239 74.3 2271 136.3 114.1 68.5 - 205.1 120.5 APR 2 _�Jn 40 >ADD'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 PER.'�AI'�'Ifd,^-, '".... >450'-500' 128.8 773 2J6.1 141.7 118.6 71.2 208.9 125.3 St.Lurie Cou:i;y,i7L 110" ss�........NGS NO 1.)1H15 CERTIRfO SIGNED AND SELLED WAD LOAD CHART PREPARED BY iN15 ENGINEER,BASED ON ASCE 7-I0,FOR A BASIC W/ND SPEED OF 170 NPN,AND 2014(5th EDITION)FLORIDA BUILDING CODE- BROWARD, PALM BEACH, MARTIN,Sr.LUCIE&INDWN RIVER COUNTIES APPLICABLE RISK CATEGORY BU/LD/NG&IXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROTIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10 WIND PRESSURE CHART AS SHOWN 2.)THIS WIND L09D CHART MUST BE SIGNED,SEALED AND GATED BY THIS ENGINEER/F USED TO OBTAIN A ONE BM£BUILD/NG PERM/T. COLONIAL SHUTTERS RIs 5 L J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK W. #BLOGS 06/11/!5 WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES 4.)THIS WIND LOAD CHART 5/W1 BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L RE C O,,c. WIND PRESSURE CHART OATS TILE/T TESTING&ENGINEERING COMPANY BASIC WIND SPEED 170 mph 41Sf NN,-11 Sb.441,NAGP41 GMM((H;R 11168 EXPOSURE D.Ke 0.85 15-190 SJ DESIGN T LOAD SELECTED O 7H£coNm4cToR SPREADSHEET. OR PERMIT HOLDER EVUL THIS WINO LOAD CHART SMALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY pAon,;(4mJe7r-1414 r:(Jw)871-1171 DRAWING No THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREAOSHEEf.OPIN/NG SCHEOULE/7AK£Off SNEEI,ETC.). EB-0006719 °^'"'• a'TI WALTER A TILUT Jr.P.E. an n-17• aVe Fl.ORlL14 Uc.IT 44167 x•LiMpTltT SHEET 1 OF I