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HomeMy WebLinkAboutPROJECT INFORMATIONU P 1 BASIC WIND SPEED = 170 mph RISK CATEGORY 0 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN 7'-9' L" GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' v- GREATER OR EQUAL THAN 12 -3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGARVE (h) ULTIMATE A.S.D. UL BMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULNAGTE A.S.D. ULT/MATE ASO. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41. 1 86.4 51.8 > 15'-20' 80.4 48.2 1076 64.5 76.8 46.1 f00.4 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 1077 - 64.6 773 - 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 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 1 50.6 106.5 63.9 > 50'-60' 97J 58.4 130.3 1 78.2 1 92.9 155.7 121-5T 72.9 872 1 52.3 109.9 65.4 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.Sr) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREeTER THAN 60 ;9 BASIC WIND SPEED = 170 mph RISK CATEGORY A BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County �f0/-0IV ST. L COUNTY BUILDING DIVISION REVIEWED FOR C fAFSCE REVIii3'TiD DY DATE i PLANS ANO PERMT MUST BE KEPT (ON J.7B OR NO INSPECTION 11YELL BE MADE. PEAK ROOF L•• LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NECATNE - POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE A.S.D. 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 56.2 177.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 - 97.3 1 58.4 178.4. 1074 89.7 - 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 .97.8 > 120' - 140' 103.2 61.9 189.2 113.5 -95. 1 5Z 1 1674 100.4 > 140' - 160' 105.6 63.4 '193.6 116.2 9Z3 58.4 171.3 102.8 > 160' - 180' 107.8 64.7 19Z6 118.6 99.3 59.6 174.9 104.9 > 160' - 200' 109.5 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 > 250' - 300' 117.6 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 1178 > 350' - 400' -123.9 - 74.3 - 227. 1 _ 136.3 114.1 58.5 200.9 120.5 > 400' - 450' 126.4 75 88 231.8 139. T 1 f 6:5 69.9 205.1 f 23. 7 > 450' - 500' 128.8 77.3 236.1 141.7 1786 1, 71.2 1 91 125.3 NOTES; 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 WIND LOAD CHART MUST BE SIGNED, SEALED AND BATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM/T.. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES. ARE ULRMATE AND ASD. 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 WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENTPREPAREDBY 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 CONDIRONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. *at* PRODUCTS WHICH BEAR A MIAMI-DADE-COUNTY OR A STATE OF FLORIDA APPROVAL �too lFt �E\Gkkt 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & IND14N RIVER COUNTIES i E C O �N�. TILL/T TESTING & ENGINEERING, COMPANY bus W. 6K(JO)BJ1.I5'=. �mINu(NAS�f0� AWI& EB-0006719 ASCE 7-10 / WIND PRESSURE CHART IPAA PANE]C AMnPT11/TN R RANAAAA CPI DlFRC 4xk RISK CAT. II BLOCS _ WIND PRESSURE CHART BASIC WIND SPEED - 770 mph EXPOSURE A Kd = 0.85 - AS SHOWN SCALE 0611 V15 DATE 15-188 DRAWING No SHEET 7 OF 1