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HomeMy WebLinkAboutBUILDING SCHEMATIC6 IF RMMNG-�S PEAK ROOF ffrdff vs DMUN WM PRESSURE FOR COMPONEMS A CtADOW (81F.) FOR AXE 7-10 - MK ROOF HEIGHT LESS THAm og Eowt To 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY# BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) go PEAK ROOF L' LESS THAN 7-9' 1- GREATER OR EQUAL THAN 7-9' AND . LESS THAN 12'-3' L- GREATER OR EQUAL THAN 12'-3' HEIGHT POSIT!VT NEGAVVE POSInVE NEGAnVF POSMVE NECA77VE (h) UL77M47F A.S.D. ULTIMATE A.S.D. ULIlIA47E I A.S.D. UL77MATE A.S.O. ULTIMATE I A.S�D. ULTIMATE A.&D. 0' - 15' 76.4 45.8 102.4 61.4 7J. 0 43.8 95.5 5ZJ 68.5 41.1 86.4 517- * 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' 83.6 50.2 111.9 6Z 1 79.8 4Z9 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 IOZ7 64.6 7Z3 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 48.7 702.4 61.4 1� 40'-LO� 1 3 56,6 6. ;30.,3 5.; 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63 .9 > �6c 9;.:� I T B� 1 1 78 92.9 55.7 121.5 72.9 87.2 52.3 1 log.9 1 65.9 RUJI-DWO'S PEAK ROOF HFJGH7' vs LIESIGN WIND PRESSURE FOR COMPONEWS & CLAMM (85, 0 - PEAK ROOF HEIGHT GAUTAER THAN 0 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY fi BUILDINGS RESIDENTAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF L- LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12�3' HEIGHT POSITIVE NEG477VE PosolvE NEGAINE (h) ULTIMATE A.S.D. ULIZWTE A.SD. ULnMATE A.S.D. UL77M4TE A.S.D. * 60' - 70' 91.5 54.9 16Z 7 100.6 84.3 50.6 148.4 89.0 * 70' - 80' 93.6 56.2 171.6 10J.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 > go, - loo, 9zj 58.4 178.4 _107.4 _1. 89.7 -TJ. 8 157.9 .94.7 -A29' 100.5 -�5 184.2 -410.5 92.5 55.5 163.0 97.8 l4o' 103.2 -61-9- 189.2 113.5 95.1 5z 1 16Z4 100.4 * 140' - 160' 105.6 63.4 19J. 6 116.2 973 58.4 1713 102.8 * 160' - 180' loza 64.7 19Z6 118.6 99.3 59.6 174.9 104.9 * 180' - 200' 109.8 65.9 201.3 120.8 101.7 60.7 178.1 106.9 * 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 T 1-1. -1 * 250' - 300' 11 .8 70.1 216.0 129.6 108.5 .1 91.1 114.7 * 300' - J50, 121.0 72.6 221.9 lij. 1 111.5 66.9 196.3 liza * 350' - 400' 123.9 74.3 22Z 1 136.3 -3 '3 114.1 1 8 68.5 200.9 120.5 * 400' - 450' 126.4 75.8 - 231.8 _9 139.1 L141.7hl 9 9 6 - - 05.1 12J. 1 * 450' - 500' 128.8 7ZJ 236.1 18.6 1 71.2 1 1 NO 1.) THIS CER77RED SIGNED AND SEALED )%ND LOAD CHART, PREPARED By THIS ENGINEER. BASED ON ASCE 7-10, FOR A a4S/C WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & DePOSURES, IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMA77ON FOR A SITE SPECIFIC PROJECT 2-) THIS WIND LOAD CH4RT MUST BE SIGNED. SEALED AND 114TED BY THIS ENGINED? IF USED 70 OBTAJN A ONE 77ME BUILDING PERMIT 3) CONTRACTOR OR PFJ?Mff HOLDER 70 BE RESPONSIBLE FOR THE SELECTION OF DESIGN Who PRESSURE BASED ON THIS GENERIC WIND LOAD CHART W!ND PRESSURES ARE UUMATE AND ASO. PRESSURES 4.) THIS IWND L04D CHART SHALL BE CONSIDERED 114VALJD IF ALTERED BY ANY MEANS. 5.) DESfGN WND LOAD SELECTED BY W CONTRACTOR OR PERMIT HOLDER FROM THIS WND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CON7R4CTOR OR PERMIT HOLDER (e g. SPREADSHEET OPENINC SCHFOULFIVKE OFF SHEET, ETC). 8r.qr, fttz�- Cle co aq A -V rl,4-V 11 'D'r -0 54k, Qq QJ? Co 47 �,t r 'T, w., 40 . 434b N. - I N0.44167 * -OF STA7E ,rob THESE PLANS AND ALL FKUFUD ARE SUBJECT TO ANY CORRECI REQUIRED BY FIELD INSPECTOF MAY BE NECESSARY IN ORDER' COMPLY WITH ALL APPLICABLE INDIC47ED DESIGN WIND PRESSURES CORRESPOND TO THE ARXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOr SLOPES. L = STORM PANEL LENGTH ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUFIER HDCHr. PRODUCTS WHICH BEAR A MkAMI-DADE COUNTY OR A STATE OF' FLORIDA APPROVAL 7/ Ap 17 ?S" 001 lkoo Go 2017 (6th ED177ON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. DPUDIRY COUARIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACCOR010N & B4H4U4 SHUITERS DRAWN BY RISK 04T fl BLOGS 08109117 11LIECOINC, \ WIND PRESSURE CHART DA TE r TEsnN3 & EmaimEERima comPANY -C WIND SPEED = 170 mph 17-194 W. Jft. A. ST.. EXPOSURE D. Kd 0.85 �..: (�)971-1=. DRAWING ft ES-0006719 M. ww WALTER A 77U.Ir Jr. P.E. nnRMA I- . -, SHEET I or I WORK