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HomeMy WebLinkAboutBUILDING SCHEMATICOWLDING'S PEAK RDOE HEM -HT vs =ION WND PREW-UM FOR COAMMMES k- CLAD F.) I AS -10 - P K ROOF SS DIM (P, I FO 41-7- -FA ffffiff -LE THAN OR EDUAL TO 60 BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED JAN 04 2019 �T. Lucie County, Permitti2g PEAK ROOF I- LESS THAN 7�9" I' GREATER OR EQUAL THAN 7�9' AND . LESS THAN 12�3" I' GREATER OR EQUAL THAN 12�3' HEIGHT POSITIVE NER477VE POSMVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTlIA47E A.S.D. UL77HATE A.S.D. 0'- 15' 76.4 45.8 102.4 61.4 73.0 4J.8 95.5 5zi 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' 8J. 6 50.2 111.9 67.1 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 1OZ7 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 � 40- 0 94.3 1 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 1 lo6.5 63.9 > T_�_ O'_60' 97.3 1 58.4 1 130.3 1 78.2 1 .92.9 1 55.7 1 121.5 j 72.9 8Z2 52.3 1 109.9 1 65.9 BVILADNO'S PEAK ROOF HEIgHT vs DUM WIND PRESSUAE FOR CAMPONENTS A CLADDMO (PSV,2 F70R ASCE 7-10 - PEAK ROOF HEIGHT GRE4TER THAN 60 BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS FILECOPY RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESAIE) 101- Do IM PEAK ROOF I- LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12�3" HEIGHT Pasllyvr NEC47147 VE REGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A-%D. * 66' - 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 57.4 175.2 105.1 86.0 52.8 155.0 93.0 > 90' - 100' 9zi 58.4 178.4 IOZ4_1 89.7 53.8 157.9 94.7 a&MQ�12&j 1005 42 1 0!5 1 .92.5 55.5 163.0 978 * 120' - 140' 103.2 61.9 189.2 113.5 95.1 5Z I 16Z4 100.4 * 140' - 160' 105.6 6J. 4 19J. 6 116.2 9zi 58.4 171.3 102.8 * 160' - 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 * 180' - 200' 709.8 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 �Fl. * 250' - J00' I iza 70.1 216.0 129.6 108.5 65.1 191.7 114.7 * JOO' - 350'1 1210 72.6 221.9 133.1 111.5 66.9 196.3 11ZB * 350' - 400'1 1 9 74.J 22Z I lJ6.3 114.1 68.5 200.9 120.5 * 400' - 450'1 126.4 75.8 1 231.8 139.1 116.5 69.9 205.1 1233,1 * 450' - 500A 1 L125 jj No Ij THIS CER77RED SIGNED AND SEALED WND LOAD CHART PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLIC46LE RISK CATEGORY BUILDING & D(POSURES IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORM47TON FOR A SITE SPECIFIC PROJECT 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR 774E SELEC770M OF DESIGN WIND PRESSURE BASED ON INS GENERIC WIND LL14D CHART WIND PRESSURES ARE UL77AfA7E AND A.S.D. PRESSURES 4.) THIS WND LOAD CHART SHALL BE CONSIDERED INVALD IF ALTERED BY ANY MEANS. 5) DESIGN WND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET; OPENING SCHEDULE/IAKE OFF SHEET. ETC.). FILE COPY INDC470 DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH. ACCORDION SHUTTER BIADE LENGTH OR SQAMA SHUTTER HEIGHT PRODUCTS WHICH BEAR A MAMI-DADE COUNTY OR A SrATE OF FLORIDA APPROVAL ?if;. "' �fl-) ,too, vo 10 0 � I 2017 (6th EDITION) FLORIDA BUILDING CODE - BROKARD, PALM BEACH, MARTIN. ST LUCIE & INDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACC0IWION & 8~ SHURERS DRAWN BY RISK 04T If 8= 06109117 11LIECOINC. WIIVD PRESSURE CHART DATE JT TESTING & ENGINEERING COMPANY BASIC WND SPEED = 170 mph N.W.36MR �30 �a4RDMIIMW6 iXFOSURE D. Kd 0.85 17-194 PA.. : F35iJ91-liKI. r. : (JW)871-lWI DRAWING N. EB-0006719 WALTER A. 17LUF Jr. PX SHEET I Or I