Loading...
HomeMy WebLinkAboutBUILDING SCHEMATICfi-VIRM'S PEAK ROOF HEXHT im DESIGN WM PRESSUAE FOR C0AffPMTS- CLAMM (&MF.) MR Mff�7--10 - PEAK ROOF 60 BASIC WIND SPEED = 170 mph RISK CATEGORY // BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RErAIL, WHOLESALE) FILE COPY NOV 2 7 '(1918 Lucie County, PEAK ROOF I' LESS THAN 7�9" L- GREATER OR EQUAL THAN 7�9" AND I LESS THAN 12'-3" I' GRE47ER OR EQUAL THAN t2�3" HEIGHT POSITIVE NEGA77VE VE NEGATIVE PO NEGATIVE ULTIMATE A-S.D. ULTIMATE A.&D. ULTIMATE A.S.D. UL77MATE A.MD. ULTIMATE AMD. ULTIM4TE A.MD. 0' - 15, 76.4 45.6 102.4 61.4 73. 0 43.8 95.5 7.3 68.5 41.1 86.4 51.8 * 15�20' 80.4 48.2 1OZ6 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 6Z 1 79.8 4Z9 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 1OZ7 64.6 7Z3 46.4 97.4 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' 9 ±. 6.46 L !26.2 75.7 90.0 1 54-.0 117-7 70.5 84,4 50,11 106*5 63.9 '3 1 58. 1 JO.J 1 78.2 1 1 ��5 1 55.7 121.5 72.9 1 87�52.3�1 109.9 1 65.9 0 INDIrCED DESIGN WIND PRESSURES CORRESPOND TO THE MAKAMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR fAHAMA SHUTTER HEIGHT '-t;g PRODUC73 WHICH BEAR A M"I-DADE COUNTY OR A STATE Or FLORIDA APPROVAL RUJI-DWO'S PEAK ROOF HEMT vs DMGN WNQ P&ESUM FOR COMMAMS A CLADDM (PSF.) FOR ASM 7-10 - PEAK ROOF "WE GMTER THAN 60 BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENT14L, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF I-- LESS THAN 12-3" 1- GREATER OR EQUAL TWW 12�3" HEIGHT POSITIVE NEGATIVE POS YE NEGATIVE_ (h) ULTIMATE A.S.D. ULTIMATE A. M A LIL77MATE A.S.D. ULTIMATE A.&D. * 60' - 70' 91.5 54.9 16Z 7 100.6 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 5Z4 175.2 105.1 88.0 52.8 155.0 93.0 > go, - 100, 9zi 58.4 178.4 IOZ4 _L 89.7 53.8 15Z9 94.7 .&nLe��12 100.5 60.3. 184.2 WaLO.'521) 92.5 55.5 163.0 9za * 120' - 140' 10J.2 61.9 189.2 1 1J.5 1 95.1 5ZI 167.4 100.4 * 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 1 102.8 _9 * 160, - 180, loza 64.7 1976 118.6 99.3 59.6 174.9 1 ow. * 180' - 200' 109.8 65.9 201.3 120.8 101.1 50.7 178.1 106.9 * 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 * 250' - 300'1 11Z8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * 300' - 350' 121.0 72.6 221.9 13J. 1 111.5 66.9 196.J 11Z8 * 350' - 400' 123.9 74.3 22Z I IJ6.3 114.1 68.5 200.9 120.5 * 400' - 450' 1 126.! L5..,� 23 1.. 8 1 139.1 116 .5 69.9 205.1 12J. 1 * 450' - 500' 128. 773 1 236, 71.2 208.9 125.3 No 1.) THIS CERTIFIED SIGNED AND SEALED WND LOAD CH4RT, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLIC4BIE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORAM77ON FOR A SITE SPECIFIC FROJECr. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND 124TED BY THIS FJVGINEER IF USED 70 OBTAIN A ONE TAME BUILDING PERMIK J.) CONTRACTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SELEC77ON OF' DESIGN KIND PRESSURE BASED ON INS GENERIC WIND LOAD CH4RT MAID PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CH4RT SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5) DESIGN VZND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND L04D CHART SHALL BE INDIr4TED ON A SEPARATE DOCUMEVr PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e g, spmmm. OPENING scNEouLE17AKE OFF SHEET. ETC). FILE Copy N. awl Ho. STAYE 0 O'S. �?-6;48 _'-O' i �too� 00 GO t 2017 (6th EDMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MAR77N ST. LUCIE & IND14N RIVER fiLIECO INC. ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANaS ACCORDION & B*M SHUTTERS DRAWN By RISK CAT. 11 BLOGS WIND PRESSURE CHART BASIC WIND SPEED = 170 mph EXPOSURE D, Kd - 0.65 08109117 DA rE 17-194 DRAWING N. SHEET I OF I