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HomeMy WebLinkAboutEngineering BUILDINGS PEAKROOF HEIGHT vs DESIGN HIND PRESSURE FOR COMPONENTS d CLADDING (8S F.) FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 F£ET It BASIC WIND SPEED = 170 mph RISK CATEGORY'1I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L"LESS THAN 7'-9' 0'GREATER OR EQUAL THAN 7'-9'AND L"GREATER OR EQUAL THAN 12-3' ROOF LESS THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NCGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE A.S.D. INDICATED DESIGN WINO PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 57.3 68.5 41.1 86.4 51.5 CORRESPOND TO THE MAXIMUM END LONE AND INTERIOR IONS CONO7770N5 > 15'-20' 80.4 48.2 1OZ6 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF SLOPES. >20'-25' 83.6 50.2 111.9 671 79.B 47.9 104.4 62.6 74.8 44,9 94.4 56.6 *L=STORM PANEL LENGTH, >25•-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 7ZJ 46.4 974 58.4 ACCORDION SHUTTER >JQ'-4o' 90.7 54.4 121.4 72.8 66.6 52.0 113.3 68.0 81.2 48.7 T 02.4 61.4 SHUTTER HC Nl R BANANA >40'-50' 94.356.E 126.2 75.7 90.0 54.0 117.7 70.E 84.4 50.E 106.5 63.9 Xcatat PRODUCTS WHICH BEAR A >50'-60' 97J 55.4 1J0.3 78.2 92.9 55.7 l21.5 72.9 87.2 52.3 109.9 65.9 MIAMI-GAD£COUNTY OR A STATE Of FLORIDA APPROVAL _BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET XT BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PR�Of IA PEAK P+LESS THAN 12-3' L•r GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (hJ ULTIMATE A.S.D. ULTIMATE A.S.D. ULTINAiE A.S.D. ULTIMATE >60'- 70' 91.5 54.9 167.7 t00.6 84.J 50.6 148.4 89.0 BUILDING SCHEMATIC > 70'-60' 93.6 56.2 171.E 1OSO 86.2 51.7 151.9 91.1 M120'- O'j95.E ;57:4=;' 175.2 �,705.7 88.0 52.8 755.0 9J.0oo' 9ZJ 58.4 178.4 1OZ4 89.7 53.8 /5Z9 94.7 120' 100.5 60.3 184.2 110.5 92.5 55.5 16J,0 9Z8 11�111111111Uy14140' f03.2 61.9 189.2 11J5 95.1 57.1 1674 100.4 `�� �R..i7L(1T✓160' 105.E 6J.4 193.6 116.2 9Z3 58.4 171.3 102.8180' 107.8 64.7 197.6 118.E 99.3 59.6 174.9104.9 00' 109.8 65.9 201.3 120.E 107.1 60.7 178.1 fOs.9 = • N0.44167>200 -250' 114.1 68.5 209.2 725.5 105.2 63.1 185.7 111.1 >250'-JOO' 17ZB 70.1 27s.0 129,E mas 6s.1 1s1.1 114.7 =-o'• STATE OF ,�cc >300'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.J 117.E 9•'. 227.I 136,3 114.1 6B.5 200.9 120.5 >40a'-450' 126.4 75.B 231.8 139.1 116.5 69.9 205.1 12J.1 >450'-500' 126.8 7Z3 235.1 141.7 176.6 71.2 205.9 725.3 !/�-Y1""'r�T11111 1HN 1.)THIS SIGNED AND SEALED WINO LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7(h EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARLIN Sr LUC/E&INOBW RIVER'COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES N07 PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 02020 MTECO,WC ASCE 7-16/ WIND PRESSURE CHART M.P 2.)'THIS W7ND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCORDION&BANANA SHUTTERS DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. R15K CAT. Il BLDGS 0612512020 ` WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. I L E��"q C. DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVADD IF ALTERED BY ANY MEANS. DUJT TESTING&ENOINEER/I/O COMPANY W/ND PRESSURE CHART aw N.W.JAD SL 711 aW,wxlRu 4MD[NS TL.1176E BASIC WIND SPEED= 10. mph 20-117 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 vnw�.:G1a1Jan-rw,r+:(w.+)an-rvr EXPOSURE A Kd=O.BS THE'CONTRACTOR OR PERMIT HOLDER(A.B.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC). CA-0006719 �• ua �, MrT DRAWING No WALTER A TILLIT Jr.P.E o'0 n-wr RYA)n T FLOR/DA LI /44I67 SNEET 7 OF i