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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS & CLAMM (P S F.) FOR ASCE 7 10 PEAK ROOF HEIGHT LFSs THAN OR EQUAL TO Sa FEcr BASIC WIND SPEED = 170 mph RISK CATEGORY 9 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' I'GREATER OR EQUAL THAN 12'-3' HEIGHT P09IPVC NEGATIVE POSITIVE NEGATIVE PoSIilVE NEGATIVE (N ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.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 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 671 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 49.4 107.7 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 66.0 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 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 1 72.9 87.2 52.3 1 109.9 1 65.9 * INDICATED 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. .XC PRODUCTS WHICH BEAR A MMM/-DAD£ COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F) FOR ASCE 7-10 - PEAK ROOF HE/GHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE CO PY RECEIVED JUN 12 2018 5T, 6u6Ie County, Permitting PEAK ROOF L•• LESS THAN 12-3' I- GREATER OR EQUAL THAN 12'-3` HEIGHT POSITIVE NEGATIVE POSIT/VE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 64.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 95.6 175.2 88.0 52.8 155.0 93.0 90' - too' 973 58.4 178. 70 .4 89.7 53.8 157.9 94.7 > 100.5 184.2 .5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 1 189.2 113.5 1 95.1 571 1674 100.4 > 140' - 160' 105.6 63.4 193.6 115.2 973 58.4 171.3 102.8 > 160' - 180' 1OZ8 64.7 1976 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' 717.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - J50' 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 > ao0' - 4,50' 126.4 75.8 231.8 139.1 1 f 6.5 69.9 205.1 123.1 > 45D' - 500' 128.8 773 236.7 141.7 118.6 71.2 208.9 125.3 1.) THIS CERTIFIED 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 /S 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 /F USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASO. PRESSURES 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED /N✓AUD 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 SCHEDULE/TAKE OFF SHEET, ETC). I,,,1o���•-�� p►. 1lwj��za. No.44167 ? pf (0 i Y�0GO 2017 (61h EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, M4R7/N, ST. LUCIE & INDWJ RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B4H4M4 SHUTTERS *** DRAWN BY RISK CAT. 77 BLDGS 08109117 L E C ®lwc. WIND PRESSURE CHART DATE STING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph W WDETA. A M166 EXPOSURE A Kd = 0.85 17- 94 NR (J06fa71-1v0. For: (=)an-IWI �,. „ arz rtty. xe 6pygyy. arz DRAWING No EB-0006719 WALTER A TILLIT Jr. P.E. I ai0 Ia-Im /I FLORIDA Uc. ,/ 44167 2 1 SHEET I OF 1