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HomeMy WebLinkAboutPROJECT INFORMATIONra 7 SCANNED BY St. Lucie county RESIDENTIU1LDBU�DINGSU(RETAIL, WHOLESALE) PEAK ROOF L•• LESS THAN 7'-9' L'• GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' C•• GREATER OR EQUAL THAN II'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGA77VE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE 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 48.2 107.6 64.5 76.8 46.1 100.4 60.2 - 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 T 1 1.9 671 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 54.4 121.4 722 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 1 f7.7 70.6 '84.4 50.6 106.5 63.9 > 5o'-6D' .: 97.3 58.4 730.3 78.2 92.9 55.71 121.5 1 72.9 1 87.2 .52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT n _DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S F� FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEFT aK BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR C&M L1i3CE REVWVVYD Y C,� Y DATE PLANS Alm PERMIT MUST BE IO;PT ON J01 OR NO INSPECTION WILL BE MADE. PEAK ROOF L•1 LESS THAN I2-3' 1- GREATER OR EQUAL THAN 72'-3' HEIGHT POSNTVE - NEGA77VE - POSITIVE NEGATIVE (h) ULTIMATE A.S.O. UL77MATE A.S.D. ULTIMATE A:SD. ULTIMATE ( A.S.D. > 60' - 70' 91.5 54.9 16Z7 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 86.2 51.7 157.9 91.1 80' - 9 95.6 57.4 175.2 105.1 88.0 52.8 155.0 9J.0 > 97.3 58.4 178.4 --T67.7 89.7 - " 53.8 757.9- j_94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 197.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 76Z f0C.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160' - 180' 1078 64.7 1976 116.6 99.3 _ 59.6 174.9 104.9 > 160' - 200' 109.6 65.9 201.3 120.8 101.1 60.7 778.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 ' 111.1 > 250' - 30O' 7178 70.7 276.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9' 733.1 711.5 66.9 196.3 :1178 > 350' - 400' 123.9 74.J 227.1 136.3 114. 1 68.5 200.9 120.5 > 400`.-- 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.7 123.1 > 450' _ 500' 128.8 77.3 235.1 141.7 118:6 71.2 208.9 125.3 NOTES 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD: CHART, PREPARED BY THISENGINEER, BASED ON ASCE 7-10, FOR A &4SIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES: IS COMPLETELY GENERIC AND DOES NOT PRONDE INFORMATION FOR A SITE SPECIFIC PROJECT 2.) THIS WIND LOAD CHART MUST BE SIGNED. SELED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERM?. 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 A.S.O. 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 THIS WINDLOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). * IND/C47ED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. *AF I. = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. *.* PRODUCTS WHICH BEAR A M/AMI-DAOE COUNTY OR A STATE OF FLORIDA APPROVAL PE00 �fl �ENG�t 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES IL E C O INC. A. P.E. 44167 7-10 / WIND PRESSURE CHART RISK CAT. # BLDGS WIND PRESSURE CHART B451C WIND SPEED = 170 mph EXPOSURE D. Kd = 0.85 AS SHOWN x#x SCALE 0611 V15 DATE 15-188 wrt DRAWING No SHEET 1 OF T