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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A' CLADDING (P.S F.) FOR ASCE 7-10 - PEAK ROOF HE/CHT LESS THAN OR EQUAL TO 60 FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This is Nott'A Master Drawing. PEAK B x L<20 SOFT(, 20 SOJT S B x,L<50 SOFT(•� B x L 2 50 SO.FT(^) Valid Only For One Time Permit, ROOF HEIGHT POSITIVE I NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE T @J ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTLMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. * INDICATED DESIGN WINOS PRESSURES 0'- 15' 76.4 102.4 73.0 4J.8 95.5 573 68.5 41.1 CORRESPOND TO THE ZONE END 86.4 51.8 ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF _ > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 SLOPES. ' >20'-25' 8J.6 50.2 111.9 579.8 479 "104.4 62.6 74.8 44.9 94.4 56.6 **L=PANEL HDGHT(Fr) >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 '64.6 77.3 46.4 97.4 58.4 B e PANEL WIDTH(Fr) >JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 117.3 68.0 81.2. 48.7 102.4 61.4 **, PRODUCTS WH/CH BEAR A ]y > 50, 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 MIAMI-1140£COUNTY OR 106.5 63.9 A STATE OF FLORIDA APPROVAL >50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.7 109.9 65.9 co lea BUILDINGS PEAK ROOF HEIGHTvs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (82,E) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 C" BASIC WIND SPEED - 170 mph CATEGORY ll'BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) P£ppf `F1.1 HE�Go PEAK B x L<50 SO•Fr(•) B:L 2 50 SO.Fr(• ROOF HEIGHT POSITIVE NEGATIVE POSINYC NEGI JIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.SO. ULTIMATE A.S.D. >60'- 70' 91.5 54.9 1677 100.6 8*55.5 148.4 89.0 > 70'-80' 93.6 56.2 171.6 103.0 8151.9 91.1 >gD'-s0' 95.6 57.4 175.2 105.1 8155.0 93.0 BUILDING SCHEMATIC >90'- 10' 973 5 178.4 1 81579 94.7 100.5 60.3 184.2 110.5 9163.0 978 103.2 61.9 169.2 11.3.5 95.1 1 571 167.4 100.4 > 140'- 160' 105.6 63.4 19J.6 116.2 97J 58.4 171.3 102.8 > 160'- ISO' f07B 64.7 197.6 118.6 99.1 59.6 174.9 104.9 > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 w,0111t111// llD >25o'-IOD' 1178 70.1 216.0 129.6 108.5 65.1 19.1 114.7 ````���P�'�ER �, ENs�.:�9 >300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 >750'-400' 123.9 74.3 227.1 136.3 114.7 68.5 200.9 120.5 Lz No, >400'-450' 126.4 75:8 231.8 139.1 116.5 69.9 205.1 123.1 7k� >450'-500' 128.8 773 236.1 1 141.7 118.6 71.2 1 208.9 125.3 ORIDP No 1.)THIS CERRFIED SIGNED AND SEALED WIND LOAD Cw1RT,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A 84SIC WIND SPEED OF 170 MPH,AND 2014(5th E0117ON)FLORIDA BUILDING CODE- BROWARO, PALM BEACH, MARTIN, Sr. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROWD£INFORMATION FOR A SITE SPEC/FIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST Be SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE RME BUILDING PERMIT. COLONIAL SHUTJERS•4f SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION Or DESIGN WAND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. 11 BLOCS 06/1 VIS WIND PRESSURES ARE ULBAAND A.S.D.PRESSURES 'LTE-0 ,,,. WIND PRESSURE CHART DATE 4.)THIS W/NO LOAD CHART SHALLu or CONSIDERED/NYAUD IF ALTERED BY ANY MFANS. 9RLS/C WIND SPEED- 170 mph _ T/LL/T 7£511X0 t ENGINEERING COMPANY EXPoSURE D.Kd-0.85 15-190 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS W/ND COAD CHART SHALL BE ANO/G17ED ON A SEPARATE DOCUMENT PREPARED BY au¢Nx..r¢In s¢sro.gym.Wvcwu cwmrs n.v/¢¢ DRAW/NC No THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEOULE/7AKE OFF SHEET,ETC.). vhw.:(¢ar)e>r-rsm.f:ryas)en-lSfl �,x. art ¢x>�.,. art EB-0006719 WALTER A.0006719 Jr.P.E. ' _ _ FLOR/04 UC. 44767 Cowles SHEET 1 OF 1