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HomeMy WebLinkAboutBUILDING SCHEMATICw HUH.DING'S PEAK ROOF HEIGHT vs DESM WNP PRESSIME FOR CO"MMIS A CAMM (PS.F.) FOR ASCE-Z--10 - PEAK ROOF HEIGHT UW THAN OR EaWL TO 60 BASIC WIND SPEED = 170 mph RISK CATEGORY fl BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) CONCEALED FASTENERS OR ATrACHMENT. ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD PEAK ROOF L'- LESS THAN 7�9" I-- GREATER OR EQUAL THAN 7�9' AND . LESS TIMN 12�3" I' GRF47ER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGAIAT POSITIVE NEGATIVE POSITIVE NEr4ME (h) UUIAMTE A.S.D. ULIZMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.&D. ULTIMATET A.S.D. ULT194TE ASX. 0' - 15' 76.4 45.8 102.4 61.4 7J. 0 43.8 95.5 5Z3 68.5 1 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 90.8 54.5 * 20'-25' 8j. 6 50.2 111.9 6Z 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.j 82.4 49.4 107.7 64.6 77.3 46.4 9Z4 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.�� 75.7 90.0 54.0 720..6 84.4 50.5 106.5 63.9 > 50' -60' 9ZJ 1 58.4 1 130.3 1 78.2 92.9 _L55.7 J;Z.37 1 q 87.2 52.3 1 109.9 1 65.9 .9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR CDAMONENTS A CLADDING (8S�Fj FOR ASCE 7-10 - PEAK ROOF HMHT GRE4TER TRAM 60 BASIC WIND SPEED = 170 mph RISK CATEGORY // BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SEP 2 5 zols ST. Lucie COunty, Per-Initting SCANNED BY St. Lucie County PEAK ROOF L- LESS THAN 12-3" L- GREATER OR EQUAL TH�N 12�3- HEIGHT POSITIVE NEr4nvE vr Iwr (h) ULTIMATE A.S.D. ULTIMATE A,S A ULTIMATE A.S.D. ULTIMATE A.S.D. * 60' - 70' 97.5 54.9 16Z 7 100.6 84.3 50.6 148.4 89.0 * 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 * 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 93.0 * 90' - too, 97.J 58.4 178.4 1074 89.7 53.8 15Z9 94.7 * 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 * 120' - 140' IOJ.2 61.9 1 189.2 1 IJ.5 95.1 5z 1 167.4 100.4 * 140' - 160' 105.6 63.4 19J.6 116.2 97.3 58.4 171.J 1OZ8 ��-160' - 1-8-01 107.8 64.7 t 19Zfj -1-19.6 j 99.3 59.6 174.9 107-9- 7180 --200' 109.8 65.9 201.3 -12LI18- 101.1 60.7 178.1 106.9 * 200' - 250' 114.1 68.5 209.2 125.5 105.2 6J. 1 185.7 111.1 * 250' - 300' liza 70.1 216.0 129.6 108.5 -Ta -1 - 191.� 114.7 * 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.j 117.8 * 350' - 400' 123.9 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 * 400' - 450' 126-1 1 75- �-1 1. 139. 6*. 69.9 205� 1 123.1 * 450' - 500' 128. 8 _8 �7.j 2J6 . 1 �l 1. 1 11 6 1 71.2 1 208.9 125.J 1.) THIS CER77F7ED SIGNED AND SEALED WIND LOAD CHART. PREPARED BY THIS ENGINED?. BASED ON ASCE 7- 10, FOR A 84SIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES� 15 COMPLETELY GENERIC AND DOES NOT PROWDE' INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WND LOAD CH4RT MUST BE SIGNED, SEALED AND DATSD BY THIS ENGINEER F USED TO OBTAIN A ONE TIME BUILDING PERMIT. J) CONTRACTOR OR PERMIT HOLDER W BE RESPONSIBUE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND L04D CtAw WAD PRESSURES ARE ULDVATr AND AS D. RRMURES 4.) THIS WIND LCAD CHART SHALL BE CONSIDEF?ED INVALID IF ALTERED BY ANY MEAN-- 5.) DESIGN KIND LOAD SELECTED BY THE CONnuCTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART sHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTPACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULL/rAKE OFF SHEET. Etc.). 'CIS! 40 CIA ON Na.44167 L ,,.sF PLANS AND ALL PROPOSED WORK �:�E SUBJECT TO ANY CORRECTIONS -EQUIRED BY FIELD INSPECTORS THAT ::Ay 13E NECESSARY IN ORDER TO W I TH ALL APPLICABLE CODES. pLywi INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. L - STORM PANE. LENGTH. ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTITR HEIGHT. PRODUCTS WHICH BEAR A MIWI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL vs," �f I -) �too� 00 G%Al W 2017 (61h EDITION) 11ORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUN77ES