Loading...
HomeMy WebLinkAboutPROJECT INFORMATIONI. �RRIALD/NC'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR CaKWHEMW A CLADDING MS F-) FOR ASCE 7 10 PEAK ROOF HEIGHT L EW THAN Og EQUAL TO Lan FEET BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I" LESS THAN 7'-9" I- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3" I' GREATER OR EQUAL THAN 12'-3' HEIGHT POSNIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULRMATE A.S.D. ULRMATE A.S.D. ULTIMATE A.S.D. _ ULTIMATE AS.D. ULTIMATE A.SD. _ULANATE A5.0. O' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41. 1 86.4 1 51.8 > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-2s' 83.6 50.2 1f7.9 67.1 79.8 479 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 El04.4 107.7 64.6 773 46.4 974 Sg.4 > 30'-40' 90.7 54.4 721.4 72.8 86.6 52.0 1133 68.0 87.2 48.7 f02.4 67.4 > 4D'-sa' 94.3 56.6 126.2 75.7 90.0 54.0- 7777 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 --- - - ----- - -- - - -*- 1710447ED DESIGN WIND -PRESSURES _ CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. ** L - STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR B4H4MA SHUTTER HQGHT PRODUCTS WHICH BEAR A MZ4Ml-DAOE COUNTY OR A STATE OF FLORIDA APPROVAL BUILD/NG'S PEAK ROOF HEIGHTvs DESIGN WIND PRESSURE FOR COMPONENTS & CLADO/NG (P.S.F,-) FOR ASCE 7 10 PEAK ROOF HDGHT GMA R THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY l/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) LRECEIVED MAR 0 2 2018 Lucle County, Permitting PEAK ROOF I- LESS THAN 12-3' 1- GREATER OR EQUAL THAN 12'-3' HEIGHT Am/ T/VE NEGATIVE POSITIVE NEGATVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. ULTIN47E A.S.O. > 60' - 70' 91.5 54.9 1 757.7 100.6 84.3 50.6 148.4 89.0 93.6 6.2 171.6 f 03.0 86.2 51.7 151.9 91.1 > BD' - 90' 95.6 .4 775.2 1051 88.0 52.8 755.0 93.0 > 90' - 100' 1 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 } 63.0 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 571 1674 100.4 > f40' - 160' 105.6 63.4 193.6 116.2 97.3 58.4' 171.3 102.E > 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' 114.1 68.5 209.2 125.5 105.2 63.1 185.7 111.1 > 250' - 300' 177.8 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 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139. 1 116.5 69.9 205.1 123.1 > 450' - 500' 128.8 773 236. 1 141.7 118.6 71.2 208.9 125.3 N07£S I.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPUCABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE /NFORMADON FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND 04T£0 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 ULTMATE AND ASO. 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 PREPARED BY THE CONRACTOR OR PERMIT HOLDER (e.g.. SPREAOSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). PE p4 (� Go �. n s`y� JCENSF t..,� lo.44167 .qA SAiE OF i 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCI£ & IND14N RIVER COUN77ES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B*" SHURE77S **x DRAWN BY RISK CAT. II SLOGS 08109117 11LIECO S le c. WIND PRESSURE CHART DATE T TESTING Lr ENGINEERING cOMPANY BASIC WIND SPEED = 170 mph w..a : G yRG/xw G+ A .vrse EXPOSURE D, Kd = 0.85 17- 194 'ron(J05)eJi-ISb . Fv : (.b51911-IS)1 DRAWING No SHEET 1 OF 1