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HomeMy WebLinkAboutEngineering aunnING'_A1 PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8,& FOR ASCE 7-f0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET �k BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ITEC E DEC 2 3 2019 L••LESS THAN 7'-9' L••GREATER OR EQUAL,THAN 7'-9"AND I"GREATER OR EQUAL THAN 12'-J• Sn Lucie County,Permitting PEAK LESS THAN 12'-J• HEIGHT POSITIVE NEGATIVE POSNN£ NEGATIVE POSITIVE 'NEGAAV£ (h) ULTIMATE A.S.D: ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. INDICATED DESIGN W/ND PRESSURES * 0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 523 68.5 41.1 CORRESPOND TO THE MAXIMUM ENO 86.4 51.8 ZONE AND INTERIOR ZONE CONDITIONS > 15-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 g4,4 56.6 SLOPES. *AI;L-STORM PANEL LENGTH, >25'-JO' 86.2 51.7 1.15.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97,4 58.4 ACCORDION SHUTTER BLADE LENGTH OR BAHAMA >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 SHUTTER HEIGHT >40'-50' 94.3 56.6 12 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 *XL.Ir PRODUCTS WHICH BEAR A >50'-60' 97.3 58.4 1326.0.3 78.2 1 92.9 1 55.7 121.5 72.9 1 87.2 52.3 109.9 65.9 MN4I-D1DE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING IZS.F) FOR ASCE 7-f0 - PEAK ROOF'HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PE0f H0E\��S PEAK L•-LESS THAN 12-3' L••GREATER OR EQUAL THAN f2'-3• ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE ASD. >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80,-90' 95.6 5Z4, 175.2 105.1 .88.'0 52.8 155.0 93.0 �11- � >so'- too' 97.3 58.4 178.4 1OZ4 89.7 53.8 157.9 94.7 of ,nI ` 1 > too'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 132VII EW COMPLIANCE >-120'- 140V 103.2 /'61.9 l 189.2 113.5 j'95.1 5Z 1 1624 100.4193.6 116.2 qzj 58.4 171.J 102.8 G•' AA I CODE COMPLIA NCE > 160'- !BD' 107.8 64.7 1926 118.6 99.3 59.6 174.9 104.9 1�11'oA�`�•n�rr`� ST. LUCIE COUNTY > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 ``��, 4JCE1NIS�'•;'p r ... >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 'O° NEJ,./py16( I1 >250'-JOO' 117.8 70.1. 216.0 129.6 108.5 65.1 191.1 114.7 ; i• y� \ , >300'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 4 .p t• STATE OF j e Cop3' >350'-400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 v .L••. P` 1-9>450 50 '- 0' 128.8 77.3 236.1 141.7 118.6 71.2 '208.9 125.3 gO�`S F(•0R1�`��i� ` S�ONAL� Bpd No 1.)THIS CERTIFIED SIGNED AND SEALED WINO LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC'WIND SPEED OF 170 MPH,AND 2017(6(h£DI710N)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&INDIAN RIVER COUN77ES APPUC46LE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA77ON FOR A SITE SPECIFIC PROJECT. • ASCE 7-10/ WIND PRESSURE CHART L.C. ' 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER If USED TO OBTAIN A ONE AME BUILDING PERMIT. STORM PANUS,ACCORDION S~SHUmPs *4* DRAWN BY 1)CONIRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE 94SED ON THIS GENERIC WIND LOAD CWART. RISK GIT. !I SLOGS 08/09/17 WIND PRESSURESARE ULTIMATE AND ASA.PRESSURES. C 0 WIND PRESSURE CHART DATE 4.)THIS W/ND LOAD CHART SHALL BE CONSIDERED 1NVAUD/F ALTERED BY ANY MEANS. I G C O N C. 7ILUT TESTING&ENOINEERING COMPANY BASIC WIND SPEED 170 mph 17-194 5.)DESIGN WIND LDAD SELECTED BY THE CONTRICTOR OR PERMIT HOLDER FROM 1N/S WHO LDAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY ms ILK Jam.2 9•.=M-G DD/S R 33166 EXPOSURE D,Kd-0.85 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). ph."(J5e)971-1510.T°.:(J5e1971-tell 0acermx ma DRAWING N° EB-0006719 WALTER A T/CUT Jr.P.£. 01D a-Lee N ,SHEET I OF ! FLORIDA Uc, 44167