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HomeMy WebLinkAboutPROJECT INFORMATIONBUILDING'S PEAK ROOF HEIGHT Ys DESIGN W/ND PRESSURE FOR COAfPON A"r d CLADDING (P S F, ) FOR ASCE 7 W PEAK ROOF HEIGHT LESS THAN OR EQUAL TO an FFFT BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) MAR 0 2 Z018 Lucie PEAK ROOF L" LESS THAN 7'-9" L'x GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" L" GREATER OR EQUAL THAN 12'-3` HEIGHT POSITIVE NEGATIVE POSNIVE NEGATIVE FOSI7IVE NEGATIVE (h) ULTIMATE A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS& 0' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 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' 83.6 50.2 111.9 7.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 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 > 4O'-sD' 94.3 56.E 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > So'-6o' 97.3 58.4 130.3 78.2 92.9 55.7 721.5 72.9 87.2 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPON NT5 & CLADDING (P S F,) PEAK ROOF HEIGHT GREATER THAN 60 FEET �r BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS - RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 9T. LUC $ O0 too COUNTY BUMDING DIVISION REVIEWED FOR CQ'17�,LIAr7CE REVMWID BY li DATE PLANS A110 FERAHT MUST BE RXPT ON JOB OR NO INSPECTION NYILL BE MADE. PEAK ROOF L" LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3' HEIGHT PM77V£ NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. LIL77MATE A.S.D. ULTIMATE FA.SO. > 60' - 70' 91.5 54.9 1677 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 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 973 58.4 178.4 1074 89.7 53.8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.7 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 107.8 64.7 197E 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 709.8 65.9 201.3 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 785.1 111.1 > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > J00' - 350' 121.0 72.6 221.9 133. 1 117.5 66.9 196.3 117.8 > J50' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 720.5 > 400' - 45W 126.4 75.8 231.8 139. 1 116.5 69.9 205.1 123.1 aso' _ 500' -128:8"-" -77.3-' 236.-1- -741.7 118_15 71.2 - - 208.9 125.3 N07ES 1.) THIS CER71RED 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 C47EGORY BUILDING & EXPOSURE, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A S/7E SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE 77ME BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. W7ND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURE. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOADSELECTED BY THE CON7R4CTOR 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 SCHEDULEITAKE OFF SHEET, ETC.). i,�x. �►. 71, J�ENS, NO.44167 s $TAJE OF s IND/GATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. �CAY PRODUCTS WHICH BEAR A MMAU-DARE COUNTY OR A STATE OF FLORIDA APPROVAL ON PE pf ,00GO 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & INDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART STORM PANELS, ACCORDION & 34H4M4 SHUTTERS xxs L.C. DRAWN BY C INC. RISK 04T. Il BLOGS 08109117 DATE ILIEC WIND PRESSURE CHART BASIC WIND SPEED = 170 mph EXPOSURE D. Kd = 0.85 1 �_ 194 DRAWING Na SLANG & ENGINEERING COMPANY !A. srY sv. Aos, vtxww G1RMT/S n aTlss (JOS/4T7-Is7o . F"r + (sos)eM a EB-0006719 WALTER A 77LUT Jr. P.E. FLORIDA L I_ A' 4416T '.. drz AN. x. p6C1pmN MM r an a-res H a SHEET i OF 1