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HomeMy WebLinkAboutPROJECT INFORMATIONRUlLQZWS PEAK ROOF HESHT vs DESIGN WIND PREQ4IILRF FOR COMPONENM k CLADDING (8SF.) FOR ASCE 7=10 - PEAK ROOF HEIGHT LESS MAN OR EQUAL TO 60 STET ar BASK WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDEN77AL, 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 POSITIVE NEGATIVE P05117VE NEGATIVE POSmw NEGATIVE (h) ULTWZE ASD. ULTIMATE A.SD. ULTIMATE A.SD. ULTIMATE A.AD. ULTIMATE A.S.O. ULTIMATE A.S.O. 0' - 15, 76.4 45.8 702.4 61.4 7J.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 90.11 54.5 > 20'-25' 83.6 50.2 111.9 67.1 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 1077 64.6 77.3 46.4 974 58.4 > JO'-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' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 BUILDING'S PEAK ROOF s/L:NUT vs DESIGN WIND PRLceS M FOR COMPONENTS A CLADDING (P.SF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L'• LESS THAN 12-3' L- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE N£GATWE POSITIVE NEGATIVE (h) ULTIMATE A&D. ULT/MATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 - 50.6 148.4 89.0 > 70' - 80' 936 56.2 171.6 f0J0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 574 175.2 105.1 88.0 52.8 1155.0 93.0 > 90' - 100' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 16J.0 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 - 107.8 .7 197.6 118.6 99.3 1 59.6 174.9 104.9 109.8 65.9 201.3 120.8 101.1 1 60.7 178.7 106.9 > 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 65.7 191.1 114.7 > J00' - J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > 400' - as0' 126.4 75.8 231.8 139. 1 116.5 69.9 205.1 123.1 > 450' - 500' 128.8 77.3 236.1 741.7 118.6 71.2 208.9 125.3 1 N07ES: - - -- 1.) THIS CERTIFIED SIGNED AND SEALED 1WN0 LOAD CF41RT, PREPARED BY THIS ENGINEER, EASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES. IS COMPLETELY GEN77/C AND DOES NOT PROVIDE INFORMATON FOR A SITE SPECIFIC PROJECT 2) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED 70 OBTAIN A ONE THE BUILDING PERMIT. - J) CONTRACTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SELECTION OF DESIGN WHO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART: WND PRESSURES ARE UL77MATE AND ASD. PRESSURES. 4.) THIS WINO LOAD CHART SHALL BE CONSIDERED INVALID F ALTERED BY ANY MEANS. 5) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERM? 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). * 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. PRODUCTS WHICH BEAR A M&IMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL PS' 0 If(� J�o�E1GIAt 1711 - 06 8 �% BUILDING SCHEMATIC ST. LUCIE COUNTY Bm DL�G DIVISION- REVIEWED FOR CCAi4PL E REVlEjVED BY DATE PLANS L FERMIT ST BE Ia ' ON JOB OR NO P4SPECTION 1VML BE MADE. ���� �P�';$jENSF ti ✓� • w � L>i%' l0RIDa.•-;a0 .S�4AfAl G�r11U 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & 1ND14N RIVER COUN77ES _ ASCE 7-10 / WIND PRESSURE CHART STORM PANELS; ACCORDION & B4hAU4 SHUTTERS *^' AS SHOWN SCALE RISK CAT. 11 BLDGS 06111115 DATE WIND PRESSURE CHART BASIC WIND SPEED = 170 mph EXPOSURE D, Kd = 0.85 15-788 DRAWING No TILUT TESTING & ENGINEERING coNPANY eses mw..rem. A. sea .Tax ymawu MDEK a anae Priam: (Ja5JBl1-lx1o. Far: (SW)871-1&11 EB-0005719 WALTER A TILUT Jr. P.E. FLORIDA Um $ 441, W. a• 1 tar I ° . Ie - caoamax a1r rI mO it -in 1/15 a - - SHEET 1 OF 1 a1 a ♦ awxnLt "A51 . _ _