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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 LESS THAN OR EQUAL TO 60 FEET at BAS/C WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ' PEAK L-LESS THAN 7'-9' L-GREATER OR EQUAL THAN 7'-9"AND L•'GREATER OR EQUAL THAN 12'-J' ROOF LESS THAN l2'-J' HEIGHT Paste NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE ' (h) ULTIMATE ASO. ULTIMATE A.S.D. ULTIMATE A.S.D. MRMATE A.S.O. ULTIMATE ASO. ULTIMATE A.80. * CORRESPOND INDICATED DESIGN WINO PRESSURES END O'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND THE MAX MUM END •ZONE AND ALL 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 g0.8 54.5 AND FOR ALL ROOF SLOPES >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 _ >25'-JO' L94.J 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.1 46.4 97,q 58.9 **L STORMACCORPANEL LENGTH, >30'-40' 54.4 121.4 72.8 86.6 . 52.0 I1J.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR 6AHAM4 SHURER HEIGHT. 56.6 126.2 75.7 90.0 54.0 1177 0.6 84.4 50.6 1065 639 PRODUCTS WHICH BEAR A 58.4 1JO.J 78.2 --- 55.7 121.5 72.9 872 52.J 109.9 1 65.9 1 MIAMI-RADE COUNTY OR A STATE OF FLORIDA APPROVAL m BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING &S.F.) FOR ASCE 7-10 - PEeK ROOF HEIGHT GREATER THAN 60 FES YY ('7 BASIC WIND SPEED - 170 mph RISK CATEGORY R BUILDINGS - m RESIDENT AL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) X11 Pso f SFS NE�Go � PEAK L-"LESS THAN 12-3' L-GREATER OR EQUAL THAN 12'-5' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE I AS.D. ULTIMATE ASO. ULTIMATE A.S.O. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 84.J 50.6 148.4 89.0 BUILD/NG SCHEMATIC >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-9D' 95.6 M647 175.2 105.1 88.0 52.8 155.0 930 1 >9o'- too' 97J 178.4 7074 89.7 53.8 157.9 94.7 > foo'- o' 100.5184.2 92.5 55.5 163.0 978 T//�£����i���� > 720'- 1411 1032 189.2 13.5 95.1 571 1674 700.4 TI > -140 - 160' 105.6 1936 116.2 97J 58.4 171.J 102.8 ,11 1� A•.... > 160,- 180' 707.8 197.6 118.6 99.J 59.6 174.9 104.9 •�jGENSF••''�� > Tao'-200' 109.8 201.3. 120.8 101.1 60.7 178.1 106.9 >200'-250' 114.1 209.2. 125.5 105.2 631 185.1 111.1 7 No.4416>250'-Joo' 1178 . 216.0 129.6 108.5 65.1 191.1 774.7 >300'-J50' 121.0 72.6 221.9 11).1 111.5 66.9 196.1 7178 -o' STATE IF >J50'-400' 1239 74.3 227.1 136.J 114.1 68.5 200.9 120.5 L 9••. t >4500 126.4 75.8'-500' 128.8 773 2J6.8 149.7 118.6 79.2 208.9 125.3 This is Not A Master Drawing. Valid Only For One Time Permit. �•�.....weep 1.)THIS CERLE RI SIGNED AND BUILDING WIND LOAD CHART.PREPARED'BY THIS ENGINEER,BASED ON ASCE INFO FOR A BASIC A WINO SPEED OF 170 NPH,AND 2019 (Sfh EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACN, MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES APPUGBLE RISK GIECORY BU/fO/NC&EXPOSURES,15 COMPLETELY GENERIC AND GOES NOT PROTIDE INFORMATION FORA 56E SPECIFIC PROJECT. �A ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 4C� 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TINE BUILDING PERNR. STORM PANELS ACCORDION&B4HAMA SHUTTERS SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GT. if BLDGS 06 it WIND PRESSURES ARE ULTIMATE AND A.S.O.PRESSURES. / /15 RT 4.)THIS WHO LOAD CHASHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 1 LTE C-0 ,,.. WINQ PRESSURE CHART DATE m 5.)DESIGN WIND LOAD SELECTED BY THE CONTI7ACIOR OR PERMIT HOLDER FROM IN/S WIND LOAD CHART SHALL aE INDICATED ON A SEPARATE OOCUM£f0'PREPARED BY ..-. eJJJ TICCIT TESTING&ENG/NEER/NO COMPANY BASIC WIND SPEED- 170 ph 15-188 Nw.Jem.Sev'M..Jas,aAGWu eAaALws a JSrea EXPOSURE D,Kd-0.85 THE CONTRACTOR OR PfRM/T HOLDER(O.q.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,EIC.). PAw.:(=O 71-IJJe.fv:ryw1e71-15)1 nraror>ro.1 Am urr DRAWING No EB-0006779 aA 11_r7t rt uie WFLORIDA Lk. 44/67 ALTER A 77LUT Jr.P.E. SHEET 1 OF 1 J taMr�