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HomeMy WebLinkAboutWIND PRESSURE CHARTAU/LDING'S PEAK ROOF HEIGHT vs DESIGN W/MD PRESSURE FOR COMPONENTS rf CLADDING (P.SF") FOR AmE 7 f0 PE®K RODF HEIGHT IFSS THAN OR EnLt®L rn an ccrr BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED FEB 0 9 2018 ST, Luele County, Permittin PEAK ROOF L' LESS THAN 7'-9" 1' GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3` Loa GREATER OR EQUAL THAN 12'-3` HEIGHT POSR/VE NEGATIVE PoS/7TVE NEGATIVE POSITIVE NEGATIVE ULTIW7E ULTIMATE ULTIMATE ASD. ULTIMATE A.SD. ULTLWTE ASO. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 730 43.8 95.5 573 68.5 41.1 86.4 51.8 1 -20' 80.4 107.6 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 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 f07.7 64.6 773 46.4 97.4 58.4 30'-40' 90.7 54.4 121.4 72.8 1 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 1 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 58.4 130.3 78.2 1 92.9 55.7 121.5 72.9 87.2 52.3 1 109.9 65.9 SU&MG'S PEAK ROOF' HEIGHT vs DESIGN WND PRESSURE FOR Q0MP0NQZ"& CLA201M (P-S.F.LEOR ST. LUCIE COUNTY BUILDING DIVISION REVIEWED REVIEWED YFOR CO�IP"JejAFSC DATE h� E PLANS APE CT�A1UST B-E KjpT ON JOB OR NO INSPECTION WILL BE MADE. BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY PEAK ROOF L'• LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 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 > 90' - IGO' 973 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 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 571 167.4 100.4 > NO' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 * 160' - 180' 107.8 64.7 1976 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 11 1. i > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 J91.1 114.7 * TOO' - 350' 121.0 72.6 221.9 133. 1 111.5 66.9 196.3 117.8 * 350' - 400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 * 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 2051 123.1 > 450' - 500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 1.) 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 APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PRLMECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. J.) 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 ASO. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED IWAUD /F ALTERED BY ANY MEANS 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/ AKE OFF SHEET, ETC). * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. at L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT �[ XC PRODUCTS WHICH BEAR A U14MI-DADE COUNTY OR A STATE OF FLOR04 APPROVAL No.4416754 .o %STAZE OF PRopf �� (f W 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDLAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART STORM PANELS, ACCORDION & BAHAMA SHUTTERS *** L.C. DRAWN BY E C O I NC. RISK CAT. ll SLOGS 08109117 DATE L WIND PRESSURE CHART BASIC WIND SPEED = 170 mph EXPOSURE D, Kd = 0.85 17-194 DRAWING No STING & ENGINEERING COMPANY A SL Sf°. M& WAGw G4POIIq TI .U166 (3e9fff/1-1=. Fv : ("J871-13J1 EB-0006719 WALTER A 77LUT Jr. P.E. FLORIDA Lio. A 44167 ,¢v an m. N• asra'nn arz 1 aA ro-lee p a SHEET 1 OF I