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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING &S.F FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET � �T=••«„.- BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESID£NT7AL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) JUL ? 1 %09� PER:o71?Ti;jC3 St.Lucia County,FL. PEAKL••GREATER OR EQUAL THAN 7'-9'AND L••LESS THAN 7'-9' LESS THAN f2'-J' L••GREATER OR EQUAL THAN I2'-J' ROOF HEIGHT POSITIVE N£CANVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULNMATE A.S.D. ULT/LATE I A.S.D. ULT/MATE A.S.D. INDIC47EP DESIGN WIND PRESSURES *0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM ENDZONE AND INTERIOR ZONE CONDIRONS > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 1 43.2 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 SLOPES.56.6 *, L=STORMPANEL LENGTH, >25'-JO' 86.2 57.7 115.5 69.3 82.4 49.4 1077 64.6 77ACCORDION 46.4 974 58.4 BLADE FJVGTH SHUTTER >JO'-4o' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 > 81.2 48.7 102.4 61.4 H TUTER HE NT. OR BAFIAMA 40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 A1CAt:IC PRODUCTS WHICH BEAR A >50'-60' 97J 58.4 130.3 78.2 92.9 55.7 721.5 72.9 872 52.J 109.9 65.9 STATE OFF COUNTY OR A STATE OF E COON APPROVAL MMDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FDR COMPONENTS A CLADDING (P.S.F,) FOR ASCE_ 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET a BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) rte,_ PEAK L••LESS THAN 12-5' L••GREATER OR EQUAL THAN f2'-3" ROOF HEIGHT POSIT/VE NEWRVE PDS?/VE NEV17VE ~ I (h) ULNMATEA.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.D. > - 70' 91.5 5 9 1677 100.6 84.3 50.6 I 148.489.0 BWLD/NG SCHEMATIC >7O'-80' 9J.6 56.2 171.6 10J.0 86.2 51.7 151.9 91.1 > -90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >Bo,- loo' 97.3 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 .97.8 > 140'- 160' 105.6 6J.4 19J.6 116.2 973 59.4 171.3 102.8 > 180' 104.9 -2Do' 109.8 65.9 201.3 120.8 101.1 60.7 1781 106.9 ``11111 >200'-250' 114.1 66.5 209.2 125.5 105.2 63.1 185.1 111.1 ; No.44167 >250'-J00' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 *•. .* >300'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 J96.3 1176 STATE OF ' >J50'-400' 12J.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 •., •,tyC 128.E 773 236. 141.7 118.6 71.2 2178.9 125.J �O��is''• �:�����/,11`13/y/�lv This is Not A Masfer Drawing. : sop�L��,,,,1 Valid Only For One Time Permif, 1.)THIS CER77RED SIGNED AND SEALED WINO LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPI;AND 2014 (5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDIAN RNER COUN77ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PRONDE INFORMA77ON FOR A SITE SPEC/FIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WINO LOAD CHART MUST BE SIGNED,SFALEO AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77M£BUILDING PERMIT. STORM PANELS ACCORDION&BAHAMA SHUTTERS••• SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GAT. II BLDGS 06/11/15 WIND PRESSURES ARE ULRMATE AND ASD.PRESSURES r W/NQ PRESSURE CHART "ATE 4.)THIS WIND[DAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS I G C O,N C. BASIC WIND SPEED- 170 mph 7/LC IT 7E5T/NO h ENGINEER/NO COMPANY EXPOSURE D,Kd-0.65 5.)DESIGN TRA LOAD SELECTED O THE ER C.g..SPRE4 OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMEM'PREPARED BY w]0 Nw.]]m.0 AI..]Lu.NRCINN cur00+S 0.]]10e THE CONTRACTOR OR PERM?HOLDER(e.g..SPREAOSH£Ef,OPENING SCNEDUL AKE OFF SHEET,ETC.. Pnm.:Wo6Je EB 00.71:(]0])]n-iS]i DRAWING No � ) EB 0006719 aA:x. NJWfA0.Y ars 0rsrarn0n WALTER A. RLLIT Jr.P.E. tt0 tI-na l/a • - - FLORIDA U0,i 44167 ].arNAs _ SHEET I OF I 668 S.W. WHITMORE DR. ESS EXPERT PORT ST. LUCIE, FL 34984 SHUTTER SERVICES INC. V72).871-1915 (800) 749-9056 "We're Taking The Shutter Industry By Storm" FAX (772) 871-0990 BILLING INFORMATIONDATE, '. • ' INFORMATION JOE MEDINA 6/16/2016 JOE MEDINA 5061 N HIGHWAY A1A #306 DEVELOPMENT, 5061 N HIGHWAY A1A #306 FORT PIERCE, FLORIDA 34949 BRYN MAWR FORT PIERCE, FLORIDA 34949 • 772-252-4311 • • OWNER QTY •NS DESCRIPTION C• 1 1 43.25"X 96.75" ENTRY DOORS, IVORY, HV ACCORDIANS $566 JUL 7 1 1- 9ri PERw91?Ti;yG St. Lucie couni j, FL SPECIAL • TOTAL $566 SHUTTERS MEET ALL LOCAL BUILDING CODES APPROX.,DELIVERY 6-8, EEKS FIVE YEAR WARRANTY FOR PARTS AND LABOR(SEE WARRANTY INFORMATION). DEPOSIT $188 SHUTTERS MUST.-BE MAINTAINED PROPERLY(SEE MAINTENANCE,INFORMATION). 120 CONTACT ART WORDEN 772=466-510870 CORDINATE INSTALLATION BALANCE $378 SALES • PURCHASER TOM FLAGG WWW.EXPERTSHUTTERS.COM