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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vN DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (&S F.) FOR ASCE 7-10 - PE4K ROOF HEIGHT LM THAN OR EQUAL TO 60 FEFr= BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL;APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) KYLE Copy This is Noff•A Ma Qster QDrawing. PEAK A <20 SQ.FT== 20 SOFT S A<50 SQ.FT== A A 50 SOFT ROOF *_ Valid Only For One TimeI11G Permifr HEIGHT POSITIVE NFCARVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULWATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE ASD. ULTIMATE ASO. ULTIMATE ASO. OKINDIC4TLD DESIGN WIND PRESSURES CORRESPOND o'- 15' 76.4 45.8 102.4 61.4 _ 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 TO THE MAXIMUM END ZONE AND INTERIOR > 15'-20' 80.4 48.2 1076 64.6 76.8 1 46.1 1 700.41 60.2 72.0 1 43.2 1 90.8 1 54.5 ZONE CONDITIONS AND FOR ALL ROOF SLOPES. >20'-25' 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 al;,+/•�H DTFR AR A D fIN O AS: ' >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 g74 584 (1)A=J-I�L FOR.SLdT� WHERE >Jo'-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 J L-)SLAT SPAN. >40'-s0' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 97.3 58.4 130.J 78.2 92.9 55.7 121.5 72.9 872 52.3 }09.9 65.9 (2)S-PACING BETWEEN STORM STORM BA WHERE BARS L=STORM&ARS SPAN. (3)A =L x h12 FOR LlEgDEd£ WHERE L-HEADER SPAN. h o STORM BAR HEIGHT(SPAN). BUILDING'S PEAK ROOF HEIGHT vB DESIGN WIND PRESSURE FOR COMPONENTS & CLADD/NG (P SF) FOR AmE 7-10-PEAK ROOF HEIGHT GRE®TFR THAN 60 FEET= (4)A=S x L FOR MULLIONS. WHERE S=SPACING BETWEEN MULLIONS BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS L-MULLION SPAN. RESIDENTIAL,APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ***PRODUCTS WHICH BEAR A MIAMI-OWE COUNTY OR A STATE OF FLMDA APPROVAL PEAK A<50 SQ.FT=_ A 2 50 SQ.FT=_ ROOF HEIGHT POSITIVE NEGATM POSITIVE NEGATIVE (h) ULTIMATE A.S.M ULTIMATE A.S.O. ULTIMATE ASO. ULTIMATE ASO. >60'- 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 PROOFS >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 4�G >so'-90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 >9o'- loo' 97.3 58.4 178.4 1074 89.7 53.8 1579 1 94.7 > Too'- 120' 100.5 60.3 184.2 110.5 92.5 55.511.1 163.0 1 97.81; > 120'- r40' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140'- 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160'- 180 1078 64.7 1976 118.6 99.3 59.6 174.9 104.9 BUILD/NG SCHEMAJTGIIIp111111oee,�� > 180'-200' 109.8 65.9 201.J 120.8 101.1 60.7 - 178.1 106.9 e����°`,``��R A;rs�L/j°j°°tee >_200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 • ✓y >250'-IOD' 1178 70.1 ?16.0 129.6 108.5 65.1 191.1 114.7 �INQ�••\,\CENSE•:�'9 >Joo'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 E4 >J50'-400' 123.9 - 74.3 227.1 136.3 114.1 68.5 200.9 120.5 ' 126.4 75.8' 23}.8 139.1 116.5 69.9 205.1 123.1 >450'-500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 sa�pec FLORIOP.G���va` I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,EASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN, Sr. LUCI£&IND14N RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&DIpOSURES,is COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WMD LOAD CHART MUST BE SIGNED,SEALED AND MTED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING P£RM/T. ROLL-UP 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 GIT. 11 BLOGS 0611 V15 WIND PRESSURES ARE ULTIMATE AND ASO.PRESSURES DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ' E C 0 ,,.. WIND PRESSURE CHART TILLIT TESTING&ENGINEERING COMPANY BASIC WIND SPEED-170 mph lS-189 5)DESIGN WMD LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY 6=; x1n A01' Ana wxlva.A cw n.urea EXPOSURE D.Kd-0.85 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). Fhon.:(x0'' 71-111p.Fov 1(iw T1-ISI? DRAWING No EB-0006719 ur.M eawrxx mrr M.M WALTER A TILLIT J.P.E mp Ir-m /re - - SN£fT 1 OF I FLORIDA LIe. 44167 a.manus a