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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDM'S PEAK ROOF N£/TINT vs DESIGN W/ND PRESSURE FOR COMPONENTS & CLADDING (P.SF.) FOR A= 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL. TO 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED JUN 2 8 7010 Permitting Department St. Lucie County 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 POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. 0' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 T076 64.6 76.B 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 11 F9 67. 1 79.8 47.9 104.4 62.5 74.8 44.9 94.4 56.5 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 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 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 92.9 55.7 121.5 72.9 87.2 52.3 1 109.9 65.9 SCANNED BY St. Lucie County * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. 'XC L - STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. '*;It PRODUCTS WHICH BEAR A MAUI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BM[.DING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S FJ FOR ASCE 7-10 - PEAK ROOF HEIGHT GR&TER THAN 60 FEE? ak BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) I LE COPY PEAK ROOF L•• LESS THAN 12-3' L- GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE PoSN/VE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE 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' - 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 > 90' - 100' 973 58.4 178.4 107.4 89.7 53.8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 > 120' - 140' 103.2 61.9 1 189.2 113.5 1 95.1 57. 1 167.4 1 100.4 > 140'-,1"60� 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 1078 4�7 197.6 §0!34 1 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 17811 106.9 > 200' - 250' 1 14. 1 68.5 209.2 125.5 105.2 63.1 185.1 1 f 1. 1 > 250' - 300' 117.8 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' - 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 69.9 205.1 123.1 > 450' - 500' 128.8 1 77.3 1 236.1 1 141.7 1 118.6 1 71.2 208.9 r125.3 NOTES: I.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 17D MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE 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 WIND PRESSURE BASED ON INS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULRMATE AND ASD. PRESSURES. 4.) THIS WHO LOAD CHART SHALL BE CONSIDERED INVALID IF 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 SCHEDULE17AKE OFF SHEET, ETC.). No.44167 STA1E Of vsit ,"1 (� ) 0-A Go 2017 (6th EDIRON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUNTIES1 ASCE 7-10 / W114D PRESSURE CHART LC. STORM PANEL, ACCORDION & SAKMSA SHUTTERS "" DRAWN BY RISK 04T. 11 BLOGS 08109117 ILIECOINC. WIND PRESSURE CHART DATE STING &ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 1 /_� 94 m. s.('Sb. b3, NRGIMA GA40ET5 Fl. 33166 EXPOSURE D. Xd = 0.85 (309)671-1530. (")87I-153I -...I I_._ __. _ __ -.. _._ DRAWING No SHEET i OF i