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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (85X.) FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS THAN OR EOUAem2-- xw* BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS �yvg� ���� ' RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) r 9-1EVVED/lJ\!IL R GREATER OR EQUAL THAN 7'-9-AND P0 DE yCOill COMPLIANCE g @„ C..C..DpA IE C"�LINTY PEAK L••LESS THAN 7'-9' L L-GREATER OR EQUAL THAN 12'-J' A occ ROOF LESS THAN 12'-J- l�(��IIE�.1 U r f HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. ' INDICATED DESIGN WIND PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 85.4 51.8 CORRESPOND TO THE MAXIMUM END > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ZONE CONDITIONS 90.B S4.S AND FOR ALL ROOF >20'-25' 63.5 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. =STORM >25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.J 46.4 97.4 58.4 *L ACCORDNESHUTTERH >JO'-40' 90.7 54.4 121.4 72.8 85.6 52.0 11J.J 68.0 81.2 48.7 102.4 61.4 91AVE LENGTH OR BAHAMA SHUTTER HEIGHT. >40'-50' 94.3 56.6 126.2 75.7 "0 54.0 117.7 70.6 84.4 50.6 106.5 s3.9 - atak.7C PRODUCTS WHICH BEAR A 97J 58.4 1JO.J 78.2 92.9 55.7 121.5 72.9 872 52.J f09.9 --- MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.SF.) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 50 FEPrdt BASIC WIND SPEED = 770 mph RISK CATEGORY It BUILDINGS RES/DENTAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PRoo&I HEI PEAK L••LESS THAN 12-3" L-GREATER OR EQUAL THAN 12'-J" ' ROOF HEIGHT POSl7/1'E NEGATIVE POS/NVE NEGATIVE - (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'- 70' 91.5 54.9 1677 100.6 84.J 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,-9o, 95.6 57.4 175.2 105.1 66.0 52.8 155.0 9J.0 >90'- 10O' 973 58.4 178.4 107.4 89.7 5J.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 16J.0 978 1 11/y/�F 11111101E > 120'- 140' 703.2 61.9 189.2 113.5 95.1 571 167.4 100.4 ``'NII �•�.� e7 > 140'- 160' 105.6 63.4 193.6 716.2 97J 58.4 171.3 102.8 ����R" > 160'- 180' 7078 64.7 197.6 1 118.6 99.3 59.6 174.9 104.9 ,``ya?•''�,�GENgF'••.�A '; > 180'-200' 109.8 65.9 201.J 120.8 101.1 60.7 178.1 106.9 /. N0.44167 >200'-250' 1 14.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 >250•-300, 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 STATE OF ram; > 300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178' •ACL >350'-400' 123.9. 74.J 227.1 136.3 114.1 6,6.5 200.9 120.5 >400'-450' 126.4 75.8 231.8 1J9.1 116.5 69.9 205.1 12J.1 ,77A J t11T7pr j11E1����`� > 450'-500' 128.8 77.3 236.1 141.7 718.6 71.2 208.9 125.3 NOTES: I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7th EDIHON)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MAR71N, ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. CZ020 T/LTECO,INC ASCE 7-16/ WIND PRESSURE CHART M.P 2)'TH/S WIND LOAD CHART MUST BE SIGNED.SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCORDION&BAHAMA SHUTTERS•'rx DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WHO LOAD CHART. RISK CAT. ll BLDGS 06123120 2 0 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. I L E C O 1 N e. WIND PRESSURE CHART DATE 4.)THIS WIND LOAD CHART SMALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. TILUT TESTING&ENGINEERING COMPANY mSs N.w mo$1 S,..sm•w F.IPam n mw BASIC WIND SPEED=170 mph 2D- 17 S)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Pnon.:("JeT1-ISIO.F. :jzon-lm' EXPOSURE 0,Kd=0.85 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEOULElTAKE OFF SHEET,ETC.). CA-0006719 N N, er n DRAWING No. WALTER A. TIL F 11.Lic.iLIT 44167Jr.P.E. 16 11 SHEET 1 OF I BUILDING'S PEAK ROOF HEIGHT vs DESIGN YIND PRESSURE FOR COMPONENTS A CLADDING P.S.F.) FOR ASCE BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, b PEAK L** LESS THAN 7'-9" L** GREATER OR EQUAL THAN 7'-9"AND L*, LESS THAN 12'-3" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) I:- TIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIM, 0' - 15, 6.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.: > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.1 > 20'-25' 83.6 56.2 111.9 671 79.8 479 104.4 62.6 74.I > 25'-30' 86.2 51.7 1 55.5 69.3 82.4 49.4 107.7 64.6 77: > 3o'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.1 > 40'-50' 94.3 55.6 126.2 75.7 90.0 54.0 117.7 70.6 84.5 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87, BUD/NG'S PEAK ROOF HE/GHT vs DESIGN WIND PRESSURE FOR COMPONENTS CLADDING {P S ) FOR A BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHC PEAK L** LESS THAN 12-3" L** GREATER OR EQUAL THAT ROOF HEIGHT POSIT/VE NEGATIVE POSITIVE N! (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMA7 > 60' - 70' 91.5 54.9 16Z7 100.6 84.3 50.6 148. > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.f > 8o' - 9o' 95.6 57.4 175.2 105.1 88.0 52.8 155.( > 90' - 100' 97.3 58.4 178.4 107.4 89.7 53.8 157. > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.C > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 > 160' - 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 > 180' - 200' 109.8 65.9 20 i.3 120.8 101.1 60.7 178.1 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 > 30o' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 > 350' - 400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 > 400' - 450' 126.4 75.8 23/.8 139.1 116.5 69.9 205.1 > 450' - 500' 128.8 77.3 236.1 141.7 1 118.6 71.2 208.9 NOTES: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-16, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.)'THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART: WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPAI THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). s OLESALE) �I File Copy ev,EW11J �� BODE, OOMPLIAN Y °�. � lE CCOUNT GREATER OR EQUAL THAN 12'-3 ® OSITIVE NEGATIVE TE A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES 41.1 86.4 57.8 CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS 43.2 .90.8 54.5 AND FOR ALL ROOF 44.9 94.4 56.6 SLOPES. 46.4 aka L = STORM PANEL LENGTH, 97.4 58.4 ACCORDION SHUTTER BLADE 48.7 102.4 61.4 SHUTTERENGTH HEIGHT. BANAMA 50.6 106.5 63.9 PRODUCTS WHICH BEAR A 52.3 109.9 65.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL E 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* ESALE) PR000�� NEB ,AT/VE A.S.D. 89.0 19WLDW SCHEMATIC 91.1 93.0 94.7 97.8 102.8 EN3F• Jlp 704.9 106.9 v No. 44167 114.7 .o' STATE OF 117.8 120.5 123.1 725.3 l / � �Gnaflltttj tNHN���� 2020 (7th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES 02020 T/LTECO, INC ASCE 7-16 / WIND PRESSURE CHART M•P STORM PANELS, ACCORDION & BAHAMA SHUTTERS *** DRAWN BY RISK CAT. li BLDGS 0612312020 L WIND PRESSURE CHART E C O INC. DATE TIUIT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 6355 NX hone 6(3St 6Sl a 1530.WRGIM1AFox:(0.14 DENS,1n..7733166 EXPOSURE D, Kd = 0.85 20-1 17 JBY CA-0006719 DRAWING No WALTER A. TILLIT Jr. P.E. REY No LD 17 19 ,j/- REV"No aEscRu noN GATE FLORIDA Lic. # 44167 r ocv r�-rsa os/s3/2ozo a SHEET 1 OF 1 z �