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HomeMy WebLinkAboutBUILDING SCHEMATICF CrtcOOVRC £VR LVMrVIYGR/J K 4t/IVV/IYf� �r.�r� EVR AJGG /�1V - BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L- LESS THAN 7'-9" I- GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" I- GREATER OR EQUAL THAN 12'-3' HEIGHT POSTVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SO. ULTIMATE A.S.D. 0' - 15, 76.4 45.8 -102.4 61.4 73.0 43.8 95.5 5Z3 68.5 41.1 86.4 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'-25' 83.6 50.2 111.9 6Z 1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 1 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 97.1 .58.4 3 90.7 54.4 121.4 72.8 86.6 52.0 68.0 81.2 48.7 02..4 61.40'=0> 40' 6 7. . SO. f065' 63.9 > 50-60' 973 58.4 1 29 5.7 112131..35 72,9 87.2 52.3 1 109.9 65.9 53 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET # BASIC WIND SPEED = 170 mph RISK CATEGORY H 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 POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. ULTM47E A.S.D. > 60' - 70' 91.5 54.9 16Z7 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 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 9D' - 100' 973 58.4 178.4 107.4 89.7 53.8 1579 94.7 20' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 9Z8 4aA 103.2 61!'9�1 189.2 1"1`3T5 95.1 57.1 1674 100.4 60' 105.6 "63:4"' 193.6 ` 6.'2 973 58.4 171.3 102.8 180' r200'- 1078 64.7 1976 118.6 99.3 59.6 174.9 164.9 00' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 50' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 11 1. i00' 1178 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' - 40D' 723.9 74.3 2271 136.3 114. 1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139. 1 1"16.5 69.9 205.1 123.1 N47fvi - - - 1.) THIS CER77FIED 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 INFORM4770M FOR A SUE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WINO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL77MATE AND ASO. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID /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 SEPAR47E DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE17AKE OFF SHEET, EM). t9Q� � 0 V6�P !'7xrpEWE0 FOR VV�m V' SST. Lt3 l U14TY CC 0. y>•,: �G�fVSI�•, N0.44167 -o`: STATE OF SCANNED BY St. Lucie County * INDICATED DESIGN Who 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 BAHAMA SHUTTER HEIGHT PRODUCTS WHICH BEAR A M/AMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL File Copy ?E pf `FS.I 00&1 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUN77ES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACCORDION & BANANA SHUTIERS *** DRAWN BY RISK CAT. If SLOGS 08109117 =T-L =FEC i N c. WIND PRESSURE CHART DATE TILLIT JESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph B]55 N.W. J6M. 9. Sfe. JCS, NRG n J3166 EXPOSURE D, Kd = 0.85 17- 194 P/wne : (J0.5�T1-]AG . Fv : (J06)871-451BT1-ISJi DRAW/NC No EB-0006719 WALTER A 77LLIT Jr. P.E. 1 ao rs-15e J FInRIDA I;c 4 44IR7 - SHEET i OF 1