Loading...
HomeMy WebLinkAboutBUILDING SCHEMATICSMAM'S PEAK ROOF HEIGHT vs DESIGN WND PRMURE FOR COMPOWEN7S & CLADDING (PS.F.) FOR ASCE-Z--10 - PEW ROOF HEIGHT LESS ZHA 0 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�3' I' GREATER OR EQUAL THAN f2-3" HEIGHT POSInvr NEU77VE VE 'VE"HVE POS177VE NEG477w (h) UL77MATE AS.D. ULTIMATE A.S.D. ULTIMATE CSD. UL77MATE A.S.D. ULTIMIE AID. U07MATE A.&D. ol - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 5Z3 68.5 41.1 86.4 51.8 * 75'-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 6Z 1 79.8 4Z9 104.4 62.6 74.8 44.9 94.4 56.6 .2 51.7 115.5 69.j 82.4 49.4 107.7 64.6 7ZJ 46.4 9Z4 58. > 30�40 90.7 54.4 121.4 72.8 86.6 52.0 111.3 68.0 81.2 48.7 102.4 61. 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.5 106.5 63.9 > 50�60' 9zi 58.4 130.3 78.2 92.19 55.7 721.5 72.9 87.2 65.9 BASIC WIND SPEED = 170 mph RISK CATEGORY fl BUILDINGS RESIDENTAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L-- LESS THAN 12-3' L-- GREATER OR EQUAL THAN 12�3' HEIGHT 77VE NEGAnvr --F05-ffIVE REGA77VE (h) UL77MATE A.S.D. 0171MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 91.5 1 r 167.7 111.00! 1 84.J 50.6 148-4 89.0 * 70' - 80' 93.6 56.2 171.6 10J.0 86.2 51.7 151.9 .9T.-l- * 80' - 90' 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 9j. 0 * 90' - 100' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 * 100' - 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 97.8 * 120' - 140' 103.2 61.9 189.2 113.5 95.1 -97 1 167.4 100.4 * 140' - 160' 105.6 63.4 19J. 6 116.2 97.3 58.4 1713 102.8 * T60, - f8o, 107.B 64.7 19Z6 118.6 99.3 59.6 174.9 104.9 * 180' - 200' 109.8 65.9 201.3 12aB 101.1 -�75.- 7 -T-8.1 7 io6.9 * 200' - 250' 114.1 68.5 209.2 125.5 105.2 6J. 1 185.1 111.1 * 250' - 70.1 276.0 129.6 ioB.5 T57 -i Fq -11 114.7 * 300' - 350' 121.0 72.6 221.9 133� 1 111.5 66.9 196.3 1178 * 350' - 400' 12J. 9 74.3 227.1 IJ6.J 114.1 T8-.5 --�O-oq 1 * 400' - 450' 126,4 1 2,161.. 8 1-19. 1� 6-. 9,.g 20; - 1 * 450' - 500' 128. 77. 23 1 iWl_ J;W6 1 71 1 125.3 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART. PREPARED BY THIS ENGINEER, EASED ON ASCE 7-10. FOR A BASIC WIND SPEED OF 170 MPH, AND APPLIC4BLE RISK CATEGORY BUILDING & EXPOSURES. IS COMPLETELY GENERIC AND DOLS NOT PROVIDE INFORMA77ON FOR A SITE SPECInC PROJECT. 2) THIS WND LOW CHART MUST BE SIGNED, SEALED AND D47ED BY THIS ENGINM IF USED 70 OBTAIN A ONE TME BUILDING PERMIT. 3) CONTRACTOR OR PLRA41T HOLDER TO BE RESPONSIBLE FOR THE SELEC770M OF DESIGN MND PRESSURE' aeSED ON THIS GENERIC WIND LOAD CH4RT WIND PRESSURES ARE UZ.77MATE AND ASO PRESSURES 4.) THIS IWND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN KIND L04D SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOW CH4Rr SHALL BE IND104TED ON A SEPAP47E DOCUMENT PREPARED By THE CONTR4CTOR OR PERMIT HOLDER (eg, SPREADSHEET OPEAUNG SCHEDULL;ITAKE OFF SHEET ETC). 6'VRL,C14LCU 17ASTENERS OR ATTACHMENTS ARE THE REPONSIBlury OF THE COOK70ROFRECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQ IRED BY FIELD INSPECTORS TIVAT MAY BE NECESSARY IN ORDER TO COMPLY WITH AL6 APPIACABLE CODES. lsoq-0240E D , D ST. LLCE Cou-'Ty BuL m� c--1 IIFVIENN*ED FO,F- C -CE REylE,%VED - Wb�W- D T MUST MB PT ON JOB ,.kTs PL S AND NVILLUEMADL o"A%NOIN'SP CT' 06000., V ' st. WiN.' . . ........ No.A4167 'OF % STA Mi"A"LL INDICAUD DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND IAITERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BL40E LENGTH OR &4H4M4 SHU77ER HEIGHT it PRODUCTS WHICH BEAR A MkWl-DADE COUNTY OR A STATE OF' FLORIDA APPROVAL 1 2- He Copy ?lc� 0 �fl-) ool 01 0 �0 0 2077 (6th ED1770N) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, AfAR77N. ST. LUCIE & INDIAN RIVER COUN77ES