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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT va DESIGN WIND PRESSURE'FOR COMPONENTS & CLADDING MS-F.) FOR ASCE 7 16 PEAK ROOF HEIGHT LEW THAN OR EQUAL rO 60 FEET at BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL,.WHOL£S4LE) PEAK L••LESS THAN'7'-9' L••GREATER OR EQUAL THAN 7'-9'AND L••GREATER OR EQUAL THAN 12'-3" ROOF LESS THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (N ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ABD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. * INDICATED DESIGN WIND 0'- 15' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM NUY END ZONE AND INTERIOR ZONE CONDITIONS > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 432 90.8 54.5 AND FOR ALL ROOF >20'-25' 8J.6 50.2 111.9 67.1 79.8 479 .f04.4 62.6 74.8 44.9 94.4 56.6 SLOPES. E25'�-JO' 112 51.7 115.5 69.3 82.4 49.4 f 07.7 64.6 77.3 46.4 g7.¢ 5B.4 L ACCORDI No=STORM SH�R90.7 54.4 121.4 72,8 86.6 52.0 113.3 6B.0 B1.2 48.7 10p•¢ 61.4 BLADE UWGTN OR BAHAMA SHUTTER HEIGHT.9-4.3 56.6 126.2 75.7 90.0 540 1177 706 844 50.6 f065 6J.9PRooucts wxicH BUR A 97.3 58.4 130.3.. 78.2 92.9 55.7 121.5 72.9 872 52.3 l0g,g 55,g NGNI-DADf COUNTY OR A STATE OF FLORIDA APPROVAL BUIL WO'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOIL COMPONENTS & CLADDING (P S F.) FOR ASCE 7 16 PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED - 170 mph RISK C47EGORY II BUILDINGS RESIDENTIAL;'APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) - ?Saof- �(f� - PEAK L••LESS THAN 12-3" I-GREATER OR EQUAL THAN 12'-3" " ROOF HEIGHT POSMVE NEGATIVE POSGIVE NECATIVE (h) ULTIMATE AS,O. UL7/MATE A.S.D. ULT/LIAff AS.D. ULTIMATE A.S.D. >60'-,70' 91.5 1 54.9 1677 100.E-. 84.3 50.6 14&4 89.0 BUILDING SCHEMATIC >70'-Bo' 9J.6 1 56.2 171.6 103.0 86.2 51.7 151.9 91.1 REVIElNED FOR >'so'-9D' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 9J.0 >90'- Too' 973 1 58.4 178.4 1 107.4 89.7 5-18 1 157.9 1 94.7 CODE COMPLIANCE > 100'- 120' 100.5 60.3 184.2 1 110.5 92.5 55.5 1 16J.0 1 97.8 T S > 120'- 140' 103.2 61.9 189.2 11J.5 95.1 57.1 167.4. 100.4 = �.,UC9E COUNTY ��a1111111 A. I'I111lyyAA (� C R k A > 140'- 160' 105.'6 63.4 19J.6 116.2 97J 58.4 171.J 102.6 BOCC Q J��J`Q���.........��7 AA�i > 160'- 180' 1078 64.7 197.E 118.E 99.3 59.6 174.9 104.9 `.�yJ r•�,�CENgF'•.•'F s > 180'-200' 109.E 65.9 201.3 1 120.8 101.1 1 60.7 178.1 106.9 = No.44167 >2oo'-25o' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1 >250'-J00' 117E 70.1 216.0 1 129.6 108.5 65.1 191.1 114.7 %-o'• STATE OF >JOo'-35O' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 9•, •<L, >350'-400' 723.9 74.3 127,i 136.3 114.1 60.5 200.9 120.5 ��` i 4o0'-450' 126.4 75.8 23/.8 139.1 116.5 69.9 205.1 12J.1 / / A aA11 111���� >45o'-Soo' 128.8 77.3 236.1 141.7 118.E 71.9 208.9 125.3 , /C FILE COPY 1.)THIS SS cE•RTnED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-I6,FOR A 94SIC WHO SPEED OF 170 MPH,AND 2020(7th EDIHON)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARRN,ST.LUCIE&IND14N RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. m202D T/LTfCO,INC ASCE 7-16/ WIND PRESSURE CHART M.P 2.)'TH/S WIND LOAD CHART MUST BE SIONEO,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCORDION&BAHAMA CHART w'x' DRAWNM.P BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK W./I 8(DGS OB WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. ' L" O 1 N C• 1��020 4.)TN/S WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C WIN PRESSURE CHART TG11T TESTING&ENGINEERING COMPANY BASIC WWD SPEED= 170 mph dim N.W.JRN sh.J0;yRGpWAVA it.AI64 5.)DESIGN WHO LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WINO LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Mon.:(Jw Tr-1su. ;(, ll-I5T1 'EXPOSURE D,Kd=0.85 20-117 INC CONTRACTOR OR PERMR HOLDER(.D•,SPREADSHEET,OPENING SCHEOULE/TAKE OFF SHEET ETC.). C4-0006718 xn:x. oaacvlNx as xrv.xe ocwvrrox arc DRAWING No WL A .. Jr.P.E. FLORIDA U..A 44167 rT-Ic� xcA>A�^ SHEET I OF 1