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HomeMy WebLinkAboutBUILDING SCHEMATICRVADM'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS B CLADDING (PS.F.) FOR ASC�7 10 PEAK ROOF HEIGHT LESS THANr OR £n1FeF To an cccr xc BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF I' LESS THAN 7'-9' L- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3� I' GREATER OR EQUAL THAN 12'-3` HEIGHT PQfl71VE NEGATIVE POSITIVE NEGATIVE PoS/NVE NEGATIVE (h) ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.SD. ULTIMATE ASD. UL77MAFE ASD. 0' - 15, 76.4 45.8 102.4 67.4 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 67.7 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 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 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 M. INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAA7MUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. Fat L = STORM, PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BNWMA SHN7ER HEIGHT. �tAY PRODUCTS WHICH BEAR A MLAMI-DADS COUNTY OR A STATE OF FLORIOA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS B CLADDING (P.S.F.) FOR ASCE 7- t o - PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY 1?1w t;q"7(s to -04 3 0 RECEIVED uae County, Permitting PEAK ROOF I- LESS THAN 12-3' 1- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSBIVE IIEGADVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. ULTIMATE ASD. > 60' - 70' 91.5 54.9 1677 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' 95.5 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 9o, - 100' 973 58.4 178.4 7074 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 571 1674 100.4 >.10LT i6W 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > Aso'- 1iIo1 f078 7 797.E t,`. l M. 99.3 59.6 174.9 104.9 > 160' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 - 105.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 > 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 > 40o' - 450' 126.4 75.6 231.8 139.1 116.5 iM 9 205.1 123. i > 450' - sD0' 128.8 77.3 236.1 1 741.7 1 118.E 71.2 1 208.9 1 125.3 NOTES: 1.) THIS CER77RED 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 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 SELEC71ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE 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 HOLDER FROM 7HIS 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). +o w• n - % �p e @ NO<44167 S -o °t STAIEOP +, O,p'°• !�'®R10P Fly► °• A%.� 2077 (6th EDITOR) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MAR77N, ST. LUCIE & INDGW RIVER COUN77ES I ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B4H4MA SHURERS xxx DRAWN BY RISK CAT. II BLDGS 08109117 L. E C O +Ne, WIND PRESSURE CHART DATE S17NG & ENGINEERING COMPANY BASK WIND SPEED = 170 mph a.5L, sro. Jos, n M GWDBS R. M166 EXPOSURE D. Kd = 0.85 17- 194 (J0.5JB71-ISTD . Fv : (J )871-16J1 uv. OFSC GAL m. Ho °6vtPrpN art DRAWING No EB-0006719 WALTER A RLLR Jr. P.£. SHEET 1 OF i FLORIDA lic. f 44167 ] __