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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (gam) FOR_AS__CE 7-!!10 PEAK ROOF HEIGHT IEEE THAN OR EQUAL TO 60 FEET �r BASIC WIND SPEED> 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) CO tO- PEAK L••LESS THAN 7'-9' L••GREATER OR EQUAL TITAN 7'-9"AND ROOF LESS THAN 12'-J' L••GREATER OR EQUAL THAN 7Z'-J' HEIGHT POSIRVE NEGATIVE POSITIVE NEGATIVE PoSIlIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. UL RNA IE AS D.0' INDICTED DESIGN WPRESSURES IND o'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 96.4 51.8 CORRESPOND TO THE MAX/MUM END > 15'-20' 80.4 48.2 1076 64.6 76.9 46.1 100.4 60.2 72.0 432 •ZONE ANO INTERIOR ZONE CONDITIONS 90.8 54.5 AND FOR ALL ROOF SLOPES. >20'-25' .6 50.2 111.9 67.1 79.8 479 104.4 62.6 74,8 44.9 94.4 56.6 >zs'-Jo' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 g74 58.4 **L a ST09M PANEL ACCORDION SHLUTTER >JO'40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 JOY.4 61.4 BLADE LENGTH OR&UAMA SHUTTER HEIGHT. 94.3 56.6 126.2 75.7 90.0 54.0 /17.7 70.6 84.4 50.6 106.5 639 *** PRODUCTS WH/CH BEAR A 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 M/AR-OADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PFAK ROOF FIFIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (85.F.) FOR ASG[ 7-10 PEAK ROOF HEIGHT GREATER THAN 60 FFF r aX BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ?EPo, `ft N0��j PEAK L••LESS THAN 12-3' L••GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.". ULTIMATE I ASD. ULTIMATE A.S.D. >so'- 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 99.D BUILDING SCHEMATIC > 70'-80' 936 56.2 171.6 1030 86.2 1 51.7 151.9 >80'-9o' 95.6 574 175.2 1 105.1 88.0 1 52.8 155.0 93.0 >90'- 100' 97.3 58.4 178.4 1 107.4 89.7 1 53.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 16.3.0 97.8 > 1ZO'- 140' 103.2 61.9 189.2 113.5 95.1 571 167.4 100.4 '1 I7 4P A•r/� > 14 '- o' 105.6 6 193.6 11 973 58.4 171.3 102.8 111 P��.•,,,,,,,,• � 160'- 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 ��� y>:: ,CENSE,•.,•:•' 170 -20 6OZ >200'-250' 114. 68.5 209.2 125.5 105.2 63.1 185.1 106.9 11.1 No.44167 >250'-J00' 1178 L0-;'; 0.f 216.0 129.6 108.5 65.1 191.1 114.7 >300'-350' 721.0 72.6 221.9 1331 111.5 66.9 196.3 1178 -o•: STATE OF >J50'-400' 1239 74.3 227.1 136.3 114.J 69.5 200.9 120.5 9 1 >400 '-450' 126.4 75.8 231.8 139.1 1 f6.5 69.9 205.1 123.1 I�' 0�•••F��A��Q;:`'���1�,3/y//gyp >450'-500' 128.6 773 236.1 141.7 /18.6 77.2 209.9 ,25.3 This is Not A Master Drawing. = Ss/DNA`NO Valid Only For One Time Permit. 1.)ANIS CERTIFIED SIGNED AND SEALED W/ND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(51h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROWD£/NFORUARON FOR A SITE SP£CARC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WAND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER/F USED TO OBTAIN A ONE TINE BU/LO/NG PERMITASCE PANELS ACCORDION&B4HAMA SHURERS «t SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONS/BLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART ARE ULTIMATE AND ISK CAT 11 BLOCS 06/71/15 WIND PRESSURES A.S.D.ASD.PRESSURES. 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS L ECO N.. W/NQ PRESSURE CHART DATE TILL/1"TESTING&ENGINEERING COMPANY BAS/C W/ND SPEED= 170 mph 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 alss Kw..tset SL sle.sas.UaGLw GWGW;n.vies EXPOSURE 0,Kd s 0.65 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,EIC). PAwrr:(JWJeII-Ism.For:(sw)an-IlJI DRAWING No fB-0006719 smavn{w art m.rl. WALTER A T/LLIT Jr.P.E. ILOR/M U'c. 44167 s,C9u�neT a SHEET I OF 7