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HomeMy WebLinkAboutEngineering OWLDINGS__PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING MSF) FOR ASCE 7-f0 - PEW ROOF HEIGHT LESS MAN OR EQUAL TO 60 F E+ BASIC WIND SPEED - 170 mph RISK CATEGORY 1l BUILDINGS RESIDENT 14L,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This is Nof R Master Drawing, Pm A <20 SQ.FT== 20 SO.FT S A<50 SO.F7'== A 2 50 SO.FT ROOF == Valid Only For One Time Permit, HEIGHT POSITIVE NEGATIVE POSITIVE NECATM POSITIVE NEGATIVE ,y (h) ULTIMATE A.S.D. ULnMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I SD. ULTIMATE ASO. UITIAMTE A.SD. c®ppf *INDICATED DESKIN WIND PRESSURES CORRESPOND 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 ZONE CONDMONS AND FOR ALL ROOF SLOPES > 15'-20' 60.4 46.2 107.6 64.6 76.8 1 46.1 1 100.41 60.2 7M97 .8 54.5>20'-25' 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 7 .4 56.6 **SHUTT R ARA D FINED AS>25-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6• 7q 56,¢ (1)A=Lr�L FnR 5{gWHERE >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 82.4 61.4 3 >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1777 70.6 8L mSCAT SPAN. 6.5 63.9>50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 89.9 65.9 (2J S=SPACING R STORM N STORM BARS L-STORM BARS SPAN. (3)A=L x 1,12 FOR HEADERS. WHERE L=HEADER SPAN. h m STORM BAT HEIGHT(SPAN). BUILDINGS PEAK ROOF HEIGHT vG DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (�F4) FOR AN'E 7-10-PEAK ROOF HEIGHT GREATER THAN 60 FEET (4)A=S x L FOR MULLIONS. WHERE S-SPACING BETWEEN MULLIONS BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS L-MULLION SPAN. RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ***PRODUCTS WHICH BEAR A ORICIAO£ COUNTY OR A STATE OF FLORIDA APPROVAL PEAK A<50 SQ.FT"_ A 2 50 SQ.FT=_ ROOF HEIGHT POSmVE NEFi7TNE PoSmVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77M47E A.SD. ULTIMATE I A.S.D. �( >60"- 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 PROof pS >70'-80' 936 56.2 171.6 103.0 86.2 51.7 151.9 91.E , G >80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >90'- 100' 97.3 58.4 178.4 1074 89.7 53.8 157.9 94.7 x > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55. 163.0 97.8%1 > 120'- 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140'- 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160'- 180' 7078 64.7 1976 118.6 99.3 59.6 174.9 104.9 BUILDING SCHEMATICIIAIIIIIIIITT4j� >200'-250' 114.1 68.5 209.2 125.5 105.2 63.F185.1 111.1 a � R A;...... >250'-300' T 17.8 70.1 216.0 129.6 108.5 65.1' 191.1 114.7 '•.9 L >J00'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.9 117.8 4 - >J50'-400' 113.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 >-400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 >450'-500' 128.877.3 236.T 141.7 118.6 71.2 208.9 s�0' OR10P 0 0NA1 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 2014(51h EDMON)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MAR77N. ST. LUCIE&INDOIN RAVER COUNTIES APPLICABLE RISK CATEGORY BLALO/NG&EXPOSURES,15 COMPLETELY GENERIC AND DOES NOT PRONDE INFORMATION FOR A 59E SP£GOC PRLMECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2)THIS WIND LEAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. ROLL-UP SHUTTERS =•• SCALE J.)CON7R4CT0R OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. II BL06S 0611 V15 WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES CAN. 4.)THIS WIND LOAD CHART SXN.L BE CONS/DLRED INVALID IF AL7ERED BY ANY MEANS. I ME C 01 D9 c. WIND PRESSURE CHART TILUT TESTING B ENGINEER010 COMPANY BA4C WINO SPEED-170 mph 5)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS AWNO LEAD CHART SHALL BE WO/CATED ON A SEPARATE DOCUMENT PREPARED BY ew xw sere se m.Sa;U6cxAA Ox+mvS n.alae EXPOSURE D,Kd-0.85 15-189 Pnon.:(SGSJe]I-ImG.i.:(SGs)en-Im, DRAWING Ho THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPRFADSIiELT,OPENING SCHEDULE/TAKE OFF SHEET,ETC)• E6-0006719 �'ea assemrtax A'rr xe orsevlmn WALTER A 77LUT Jr.P. SXE£1 7 OF 7 FLORIDA Ue. 44167 A.I,p],•� e