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HomeMy WebLinkAboutPROJECT INFORMATIONSCANNED BY St. Lucie County vs DESIGN WIND PRESSURE FOR CD'_.. NENTS &CLADDING (P.S"F.) FOR ASCE 7-40 - PEAK ROOF HEIGHT LESS THAN OR EQUAL To sn FED' ar BASIC WIND SPEED = 170 mph RISK CATEGORY 77 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I' LESS THAN 7'-9" I-- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' L.. GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE P051TIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL77NAFE A.SD. ULTIMATE A.SD. 0' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 1 41.1 86.4 51.8 > 19'-20' 80.4 45.2 1076 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 6Z 1 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 49.4 107.7 64.6 773 46.4 974 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 50,6 706.5 63.9 > s0'-sD' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 /?,V/ -63� ST.. LUCIE COUNTY BUII G DIVISION REVIEWED FOR CQ; - E REMWED BY DATE PLANS ma 'PERMIT MUST BE KX7f ON JOB OR NO INSPECTION WILL BE MADE. BASIC / SPEED = 170 mph RISK CATEGORYBUILDINGS RESIDENTIAL, APARTMEFILGE aY IL, WHOLESALE) PEAK ROOF I- LESS THAN 12-3' I- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE-- NEGATIVE - POSITIVE NEGATIVE (h) ULTIMATE F A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 767.7 100.6 84.3 50.6 148.4 1 89.0 > 70' - 80' 93.6 56.2 771.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 574 775.2 105.1 88.0 52.8 155.0 93.0 o' - 10 9 .J 58.4 178.4 f07.4 89.7 53.8 1579 94.7 > 1oo' - 12o' 100.5 0.3 184.2 10.5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 571 1674 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160, - ISO' 1OZ.8 64.7 1976 1 118.6 99.3 59.6 174.9 104.9 > -180' - 206' 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 17 1. 1 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 65.1 197.1 114.7 > 300' - 350' _ 721.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 > 350' - 400' 123.9 74.3 22Z 1 136.3 1 14. 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. 1 141.7 118.6 71.2 208.9 125.3 N: 1.) THIS CERTIFIED SIGNED AND SEALED WND 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, 15 COMPLETELY GENERIC AND DOES NOT PROVIDE /NFORMATIDN FOR A SRE SPECIFIC PROJECT. 2) 7711S WIND LOAD CHART MUST BE SIGNED, SEALED AND D47ED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT J.) 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.D. PRESSURES. 4.) THIS WIND LOAD 'CHART SHALL BE CONSIDERED INVALID 1F 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.). * IND1617ID 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 B4HAM4 SHUTTER HEIGHT. It PRODUCTS WHICH BEAR A 04IO-OADE COUNTY OR A STATE OF FLORIDA APPROVAL PE0 2014 (5th EOMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER N. W. J61 Phan. : IL ECOINC. ASCE 7-10 / WIND PRESSURE CHART I AS SHOWN Mq )RM PANELS ACCORDION & B*A5HU77ERS xxx SCALE RISK CAT. I/ BLOCS WIND PRESSURE CHART BASIC WIND SPEED - 170 mph EXPOSURE D, Kd = 0.85 0611 V15 DATE 15-188 DRAWING Na Jr. P.E. 44167 SHEET 1 OF 1