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HomeMy WebLinkAboutPROJECT INFORMATIONt J JAL TO 60_ FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL; APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY 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 POSmVE NEGA77VE POSmVE NEGANVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D.. UL77MATE A.S.D. 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 48.2 707.6 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 79.8 479 104.4 62.6 74.8 j 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 97.4 58.4 > 30'-40' 90.7 54:4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 4,37 102.4 61.4 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 1 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 1 872 j 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs. DESIGN WIND PRESSURE -FOR COMPONENTS.fi CLADDING (P.S.w FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RIS Y BUILDINGS RESIDENTIAL, APARTMENT B /LD & _ _ S (RETAIL, WHOLESALE) L AT, L17CIE COUN I 1 REVIEWED FOR C ' "VIE'.�i ruD��.Y� �-�(L HATE i.=y^ I4LANS APB PERMIT C RJJO TRSPECTION 9 t kDINL'G DIVISION Pd ME vIUST Bg Fs' ; t SOB S IT L BE ?1fADE. PEAK ROOF I- LESS THAN 12-3' L•• GREATER OR EQUAL THAN 12'-3' HEIGHT POSmVE NEGATIVE - - POSITIVE - NEGATIVE (h) UL77MATE A.S.D. ULTIMATE I A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 16Z7 100.6 84.3 50.6 148.4 j 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 1 91.1 > 90' 95.6 5 175.2 1 88.0 52.8 155.0 93.0 sa' - 100' 973 58.4 178.k 107. 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 I l 92.5 55.5 163.0 978 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 5Z 1 16Z4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 9Z3 58.4 171.3 102.8 > 160' - 180' 1078 64.7 19Z6 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 63.1 185.1 117.1 >-250' - 300' 1178 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 _11 Z8 > 350' - 400' 123.9 74.3 22Z 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' 128.8 773 236. 1 141.7 1 118.6 1 71.2 1 2089. 725.3 NoTE� 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 AIND LOAD CHART MUST BE SIGNED, SEALED AND DA7£D. BY THIS ENGINEER /F USED TO OBTAIN A ONE 77ME BUILDING PERMIT .. 3.) CONTRACTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SELEC71ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL. BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN. ,WINDLOAD SELECTED BYTHECONTRACTOR 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 SCHEDUL61TAKE OFF SHEET, ETC.). * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDIRONS AND FOR ALL ROOF SLOPES. !** L = STORM PANEL LENGTH, ACCORDION SHUTTER BADE LENGTH OR EIRALLA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MMMl-040E COUNTY OR A STATE OF FLORIDA APPROVAL J. PI `ESA vCENS�I° - -\No. 44167 8tt1 ,to 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCI£ & INDIAN RIVER COUNTIES aus IL E C O INC. ES-0006719 ASCE 7-10 / STORM PANELS ACLU RISK C4T. WIND PRE: E14SIC WIND 5 EXPOSURE D PRESSURE CHART N & B444M4. SHUTTERS II BLDGS SURE CHART 'EED = 770 mph 0, Kd = 0.85 Fn: xn OL.f�M AS SHOWN ist SOALE 0611 V15 DATE 15-188 wrt DRAWING Na SHEET 1 OF 1