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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 /FCS THAN OR EQUAL TO RO FEET BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) RE ffflVED PEAK L++LESS THAN 7' L••GREATER EE AT7'-9'AND DEC 2 9 2019 ROOP LESS THAN/2' • L"GREATER OR EQUAL THAN 11'-d' HEIGHT POSITIVE NEGATIVE POSI7IV[ NEGATIVE POSITIVE NEGATIVE Lucie County,Pe-itdng (h) ULTIMATE A.S.D. ULDL74TE A.S.D. ULTIWTE A.S.D. ULTIMATE A.S.D. ULITMATE I ASO. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES 0'-'15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND 70 THE MAXIMUM END > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 700.4 60.2 72.0 43.2 90.8 54.5 AND R ALL ROZONE AND OOR F -T ZONE CONDITIONS >240�50' 83.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 SLOPES. 94.4 56.6 **L.-STORM PANEL LENGTH, > 86.2 51.7 115.5 69.3 82:4 49.4 107.7 64.6 77.3 46.4 974 58.4 ACCORDION SHUTTER > 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. > 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 PRODUCTS WHICH BEAR A > 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MIAMI-DAD£COUNTY OR A STATE OF FLORIDA APPROVAL BUKDING S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8S.F.) FOR ASC£ 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FES K BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS , RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PE"0 �E���S PEAK L++LESS THAN 12-3' L++GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POS/TIVE, NEGATIVE POSITIVE NEOATIVE (h) ULTIMATE A.S.D.' ULTIMATE A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC >70'-SO' 93.6 - 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 l l`r ����.1/'S/�7 >go,- loo' 973 58.4 178.4 1074 89.7 53.8 1579 94.7 TOO-- 120' 100.5 60.31 184.2 110.5„ 92.5 55.5 163.0 97.8 REVIEWED FOR >-120'-- 140' 103.2 61.9 189.2 113.5 95.1 571 1674 100.4 \�,.;���A,rj(���;-.__ CODE COMPLIANCE > I40'- 160' 105.6 634 193.6 116.2 973 58.4 171.3 102.8 1 c ,A{y > 160'- lea' 7078 64.7 1976 118.6 99.3 59.6 174.9. 704.9 `\\\\�Q'\r•'-'•`• Ns••' ✓ ST, („UCIE COUNTY > 180 -200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 706.9 `\ V' A,, _ �O^^ >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 'o No.y4167 •4 CC >250'-300' 1178 70.1 216.0 129.6 108.5 65.1 1 191.1 114,7 Z *i * * FILE COPY >JOO'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 a .p S. STATEOF >350'-400' 1239 -74.3 2171 136.3 114.1 68.5 200.9 120.5 v ,� .,•• �, 1!` DEC 2:3,2019 6. >450'-500 128.8 77.3 236.9 149.7 118.6 79.2 208,9 125.3 �OF�S......... NAl.� ,its No 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2017(6(h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,Sr. LUCI£&IND14N RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&E(POSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE/NFORM477ON FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART L.C. 7.)THIS W/ND LOAD CHART MUST BE S/CNEO,SEALED AND GATED BY THIS ENGINEER/F USED TO OBTAIN A ONE DME BU/LO/NC PERMIT. STORM PANELS,ACCORDION&B4hAW SHUTTERS M** DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION Of DESIGN WIND PRESSURE R4SEO ON THIS GENERIC WIND LOAD CHART. RISK(AT. I!BLDZ 08/09/77 WIND PRESSURES ARE ULTIMATE AND ASO.PRESSURES. 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED 8Y ANY MEANS. 771 E C O t M c. WIND PRESSURE CHART GATE 7ALUr TESTING&ENGINEERING COMPANY BASIC WIND SPEED= 170 mph 17-194 S)DESIGN W/N0 LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND COAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY N39 NW.JAIA. J0.7.Vuwzvu Ga4DOLLf;n x7rvv .EXPOSURE 0,Kd-0.85 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). Pnm•:(Aaifelr-IJ]v.F:rym)aT1-rxu M, uR �,x• cocnrmx DRAWING No EB-0006719 WADER A RELIT Jr.P.E. • mo rA-'Q° n SHEET I OF 1 FLOR/01 Uc. 44167 A