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HomeMy WebLinkAboutWIND PRESSURE CHARTBUILDING'S 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 ak BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTLAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) R ROOF ROOF L" LESS THAN T-9" L" GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" I- GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE ASD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE ASD. 0' - 15' 76.4 45.8 102.4 61.4 73.0 - - - 43.8 95.5 5T.3 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 432 90.8 54.5 > 20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-3D' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 974 58.4 > 30'-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 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 5 7 130.3 78.2 972 9 55.7 121.5 72.9 872 52.3 109.9 65.9 SCANNED St. LucBy County BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING MS-F.) FOR ASCE 7 10 PEAK ROOF' HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED D-C 20 "01-11:9 ST, LuUe County, Permitting PEAK ROOF L" LESS THAN 12-3" L' GREATER OR EQUAL THAN 12'-3" HEIGHT' POSITIVE NEGA77VE P05177YE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 936 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 574 175.2 105. f 88.0 52.8 155.0 93.0 > 90' - 100' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 ��00 120 100.5 60!3'• 184.2 110!5 92.5 55.5 163.0 97.8 120' - 140' 1032 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' 107B 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 > 250' - 300' 117.8 70.1. 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 206.9 120.5 126.4 L75.8 231.8 139.1 116.5 69.9 205. 1 123.1 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 1.) THIS CERTIBED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, EASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPUC46LE 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 W7ND PRESSURES ARE ULTIMATE AND ASD. PRESSURES. - 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID 1F ALTERED BY ANY MEANS 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 THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC). REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC l/jto��3l�� FILE COPY * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND /MERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR EKH4U4 SHURER BECCT. .yCXC PRODUCTS WHICH BEAR A M"-DAD£ COUNTY OR.A STATE OF FLORIDA APPROVAL No.44167 .St14c/ec Fo °• ozz -o =: STATE ®F V0, �� 41GOS 2017 (6th EDITION) F70RIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES 'KGJZUKG IUK C;9Kt'UKGKIZ) dT 4, ALd IYCi ,(F.6t / FUK A]C:G /-IV BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L** LESS THAN 7'-9' L** GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" Lw GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEG477V£ POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULRMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 1 86.2 51.7 115.5 69.3 1 82.4 49.4 1077 64.6 1 77.3 46.4 97.4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.5 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 4D'-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 > 50'-60' 97.3 56.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCf 7 !O PEAK ROOF HEIGHT GREeTFR THAN 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS . RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF - L'* LESS THAN 12-3' L' GREATER OR EQUAL THAN 12'-3" HEIGHT ' POSITIVE NEGATIVE POSIT/VE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULBMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 > 70' - 60' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 > 9o, - 100' 1 973 58.4 178.4 ,_.LO.Z.1_ 89.7 53.8 157.9 94.7 , '100 - .12-0 100.5 fi¢ ? 184.2 ( F 1(10T5,X : 92.5 55.5 163.0 97.8 > 120' - 140' IOJ.2 61.9-'" 189.2 113.5` 95.1 57.1 1674 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 152.8 > 160' - 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 1 14. 1 68.5 209.2 125.5 105.2 63.1, 185.1 111.1 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133. 1 111.5 66.9 196.3 117.8 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 6B.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' 128.8 1 77.3 1 236.1 141.7 118.6 71.2 1 208.9 1 125.3 N07E5: 1.) THIS CERnnED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, 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 /F USED TO OBTAIN A ONE 77ME 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 UL77M47E 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 CONRACTOR OR PERMIT HOLDER FROM 7H/S WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). t#e-7 -- a VY REVIEWE`. ­nR CODE COW �:!CE ST. LUCIE I' BOC t 4ZA0 Z,o/oe e`.`Cr tnc. N0.44167 STATE OF File Copy INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDRIONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BIHAMA SHUTTER HEIGHT. aFAtat PRODUCTS WHICH BEAR A M/AMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, SL LUCIE & INOIAN RIVER ASC£ 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAHAMA SNUTTD25' *** DRAWN BY RISK CAT. Y BLDGS 08109117 L E C O I N e. WIND PRESSURE CHART DATE Jr TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph xw 3ea. sr. s ..mx nXGww GAeDOrs: rt a7res EXPOSURE D, Kd = 0.85 17- 194 Pne..: (- 71-1=. r : (wslsTr-1SI7 DRAWING No EB-0006719 m. " nrsxrr�x arz uv. x. aswvnw arc WALTER A 77LLIT Jr. P.E. Ir otn rs-rm 2/21 SHEET 1 OF I FLORIDA Lie. # 44167 2 1 1 1 4