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HomeMy WebLinkAboutBUILDING SCHEMATICHULDING'S PEAK ROOF HEIGHT vs D£S/GN WIND PREWURE FOR COR/PONEHTS & CLADDING (P S F) FOR ASCE 7-10 - PEAK RODF HOW .LMS )WAN OR EQUAL To 60 FFcr at BASIC WIND SPEED = 170 mph RISK CATEGORY II 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' L' GREATER OR EQUAL THAN 12'-3" HEIGHT POSTUVE NEGATIVE POSITIVE NEGATIVE POSIRVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. D' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 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' 86.2 51.7 115.5 69.3 82.4 49.4 IOZ7 64.6 77.3 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' 94.3 56.6 126.2 75.7 90.0 54.0 1 17.7 70.6 84.4 50, 6 106.5 63.9 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 f 09.9 635 9 SCANNED BY St. Lucie County * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAYIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. L = STORM PANE. LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. * PRODUCTS WHICH BEAR A M/AM/-DARE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING ms.F.) FOR ASCE 7-to - PEAK ROOF HEIGHT GREATER THAN w FEET aY FILPY RESIDENTIAL, BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS L, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) E C 0 ,�101;,> ©S� RECEIVED DEC ® 4 2018 Permitting Department St. Lucie County PEAK ROOF L" LESS THAN 12-3' 1- GREATER OR EQUAL THAN 12'-3' HEIGHT POSMYE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ".D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 16Z7 100.6 84.3 50.6 748.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 60' - 9o, 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 973 58.4 178.4 107.4 89.7 53.8 1579 94.7 > I0o' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 1 189.2 113.5 95.1 5Z 1 16Z4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 " - 16Q 107.E 64A7 197.6 11 ql j 99.3 59.5 174.9 104.9 > 180' - 200' 109.E 66.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 165.1 111.1 > 250' - 3OO' 11 Z8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 35D' 121.0 72.5 221.9 133.1 111.5 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. i > 450' - 500' 128.8 773 236.1 141.7 f 18.6 71.2 208.9 125.3 N07ES: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY TMS 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 INFORM4770M 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 TIME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC710M OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE UL77MATE AND ASD. 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 HOLDE7 FROM THIS WINO 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). FILE C®PY A° a° N®.44157 a Y P¢oo�\As �FSi 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUN77ES ASCE 7-10 / WIND PRESSURE CHART L.C. S70RM PANELS, ACCORDION & B*14AM SHUTTERS {°f`'k DRAWN BY RISK CAT. If BLDGS 08/09/17 B L o E C ®o 1me. WIND PRESSURE CHART DATE :STING .Q ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17-194 345. WMINA G9R = R M166 EXPOSURE D, Kd = 0.85 :(.msJ6Ti-15w. Fa.: ryos)aTrasll _. _ _. _ DRAWING No SHEET 1 Of i