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HomeMy WebLinkAboutBUILDING SCHEMATICRECEIVED JAN 04 2019 �T. Lucie County, Permitting va DEW-K WND PMSAN FOR CaMEP-MUTS & CLADDIW (85-F.) FOR Asff,7--10 - PEAK ROM HERE UMS ZHAN OR EQUAL TO 60 BASIC WIND SPEED = 170 mph RISK CATEGORY // 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'-J" I- GREATER OR EQUAL THAN 12�3" HEIGHT POSDIVE NMTIW POSITIVE NEGA77VE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULIZMATE A.S.D. UL77MATE A.S.D. UL77MATE A.S.D. ULTIMATE AMD. 0 - 15 76.4 45.8 1OZ4 61.4 73.0 43.6 95.5 57.3 68.5 41.1 86.4 51.8 * 15�20' 80.4 48.2 IOZ6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 * 20�25' 8J. 6 50.2 111.9 671 79.8 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 * 25�JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 7Z3 46.4 97.4 58.4 > 30�40' 90.7 54.4 121.4 72.8 52.0 113.3 68.0 81.2 48.7 102.4 61.4 40'-Lo� 94.J 56.6 126.2 75.7 90.0 54.0 1IZ7 70.6 84.4 50.6 106.5 63.9 > �20 9ZJ 1 58.4 1 130.3 1 78.2 1 92.9 1 55.7 1 121.5 1 72.9 8z 52. J 1 109.9 7 --- Sc,q/V, St. &�IIAE740 UC/& INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE COND11YONS AND FOR ALL ROOF SLOPES. L - STORM PANEL LENGTH, ACCORDION SHUTTFR BLADE LENGTH OR a4H4MA SHUTTER HEIGHT PRODUCTS WHICH BEAR A M14MI-DADE COUNTY OR A SPITE Or FLORIDA APPROVAL 8U1LQ4KQ!5- PEAK &00F HEIGHT vs DUMN WM PRESSME FOR COMPONENI'S & CLADDING (8S-F-) FOR ASCE 7-10 - PEAK ROOF HUGHT GMTER THAN 60 BASIC WIND SPEED = 170 mph RISK CATEGORY# BUILDINGS RESIDENTIAL, APARWNT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY PEAK ROOF I- LESS THAN 12-3" 1- GREATER OR EQUAL 7HAN 12�3" HEIGHT POSITIVE MEGA TNr POSITWE PEGA77VE (h) ULTIMATE A.S.D. ULTIM47E A.S.D. UL7ZFA4TE A.S.D. ULDM4TF A.S.D. * 60' - 70' 91.5 54.9 167.7 100.6 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' - IGO' 1 97.3 58.4 178.4 1OZ4 89.7 53.8 15Z9 94.7 100.5 184.2 r-1,113151 92. 5 55.5 163.0 9zs * 2o '-i4W 103.2 61.9 189.2 -iU-5� 95.1 5Z 1 16Z4 100.4 * 140' - 160' 105.6 63.4 19J. 6 116.2 9zj 58.4 171.3 1 102.8 * 160' - 180' 1078 64.7 1976 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 63.1 185.1 111.1 * 250' - JOO' liza 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * 300' - 0 1 72.6 221.9 iji. 1 111.5 6.9 963 117.8 * 350' - 4001 12J.9 74.3 22Z I IJ6.3 114.1 68.5 200-9 120.5 * 400' - 450'1 126.4 75.8 2J1.8 139.1 116.5 69.9 205.1 12J. I * 450' - 500'1 128.8 1 7Z3 I 2J6.1 1 141.7 1 118.6 1 71.2, 1 208.9 125.J No 1.) THIS CERTIFIED SIGNED AND SEALED WND LOAD CHART, PREPARED BY THIS ENGINEER. a4SED ON ASCE 7-10, FOR A BASIC WIND SPEED OF' 170 MPH, AND APPLIC4BUF RISK CATEGORY BUILDING & EXPOSURES� IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA77ON FOR A SITE SPECIFIC PROJECT 2.) THIS WND LOAD CHART MUST BE SIGNED, SEALED AND aATED BY THIS ENGINEER F USED TO OBTAIN A ONE 77ME BUILDING PERMIT 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 UL77MATE AND ASO PRESSURES 4.) THIS WIND LOAD CHART ShALL BE CONSIDERED IWALD IF ALTERED BY ANY MEANS. 5) DESIGN WIND L04D SELECTED BY THE CON7PACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPRiADSHEFT OPENING SCHEDULE17AKE OFF SHEET. ETC.). FILE COPY 600 '- N p I . ........... EN. � ,Ioo `0 Go 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MAR77N. ST LUCIE & INDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANaS ACGOf?D10N & B*" SHU77ERS DRAWN BY RISK 04T fi BLOGS 08109117 WIND PRESSURE CHART DA TE 7il I E C GINC. BASIC WIND SPEED = 170 mph ff TESTING & A 17-194 N.W. MM a �- 3 EXPOSURE D. Kd = 0.85 Ph.�.: e36gg7l-l�. I.: (�)871-IWJ DRAWING N. EB-0006719 wx WALTER A 77LUT Jr. AE. i FLORIDA Lic. # 44157 1 1 1 1 4 1 SHEET I OF I