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HomeMy WebLinkAboutBUILDING SCHEMATICI_ OUADJNG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P 5 F,) FOR ASC 7-10 - PEW ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED OCT 1119 2018 Permitting Department St. Lucia County PEAK ROOF I- LESS THAN 7'-9' L•• GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSIDVE NEGA77VE POS/rIVE NEGA77VE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. ULTIM47F A.S.D. ULTIMATE A.S.D. 0' - 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 1O76 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 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-3O' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 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' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > sD'-sD' 973 58.4 730.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 INDIC47ED 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 BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MIAM7-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A' CLADDING (PS-F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY // BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE C®PY F�p4w1+#-I810 -4 �F33 PEAK ROOF I- LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12'-3" HEIGHT POSl77VE NEGATIVE PoSITNE NEGA77VE (h) ULTIMATE A.S.D. U07HA7E A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 > 70' - 60' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 60' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 1 973 58.4 178.4 1074 89.7 53.8 157.9 94.7 rroo' �iia 700.5 Ea184.2 fp7Ot5 92.5 55.5 163.0 97.8 > 12C' - 140' 103.2 61.9 1 189.2 113.5 95.1 5Z 1 1674 100.4 > NO' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160' - 180' 1OZ8 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 63.1 185.1 111.1 > 250' - 300' l l ZB 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > J00' - 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' 726.4 75.8 231.8 139. 1 116.5 69.9 MS; 123. i > 450' - 500' 128.8 7Z3 236.1 141.7 118.E 71.2 208.9 125.3 NO7E5: l.) 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 PROVIDE INFORM47ION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE 77ME BUILDING PERM?. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN W/ND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. W/ND PRESSURES ARE ULTIMATE 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 INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). SCANNED BY St. Lucie County o° No.44157 'OA•o a STA1E ®Fsy � ,A PEAp4 (� 00Gvkl 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAH4h1A SHUTTERS DRAWN BY RISK GAT. lI SLOGS 08109117 IL E C O owe. WIND PRESSURE CHART DATE MWNG & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 6N. SL STn 3 NRGINl1 0I 870S R J3ree EXPOSURE D, Kd = 0.85 17- 19`I :. (sosfaTt _ra7D. Eoa: (ws�n-rsrr =„ „_ I ,,,w"a,,,, I ,,._ I ,_. _ - I_._ DRAWING No