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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (&S.F.2 FOR ASCE 7-_f0 - PEAK_ ROOF HE/GHT L_ES_S_ THAN_ OR Enit®1 man cscr BASIC WIND SPEED - 170 mph RISK CATEGORY N BUILDINGS �������® RESID£NTMI., APARTMENT BUILDINGS & COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) DEC 0 9 2016 PERMITTING L••GREATER OR EQUAL THAN 7'-9"AND St.Lucia County,FL PEAK L^LESS THAN 7'-9" C••GRATER OR EQUAL THAN 12-3"ROOF LESS THAN 12'-3" HEIGHT POSI7/VE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (hJ ULTIMATE A.SO. ULTIMATE ASD. ULTIMATE A.S.D. ULRM47E I A.S.O. ULTIMATE ASD. ULTIMATE A.S.D. * INDICATED DES/GN WIND PRESSURES o'- 15' 76.4 45.8 702.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND END TO THE MAXIMUM IND > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 IONS AND ALL BOOR ZONE GOND/BONS _ 90.8 54.5 AND FOR Au.RooF >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. >25'-Jo' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97,4 58.4 **L e�RDPON SHunER LLENGT H. >JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 B 113.3 68.0 81.2 48.7 102.4 61,4BLADER ART. BAFuvA SNORER LENGTH >aD'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 >tc�ltgt PRODUCTS WHICH BEAR A >5O'-6o' 973 58.4 730.3 78.p 92.9 55.7 121.5 72.9 872 52.3 709.9 65.9 MMUI-RADE COUNTY OR A STATE OF FLORIDA APPROVAL &dD/NGS PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.SFJ FOR ASCE 7-10 - PEAK ROOF HEIGHT QMTER THAN 60 FE�at BASIC WIND SPEED - 170 mph RISK CATEGORY IT BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ?E pf �E1GO PEA/( L••LESS THAN 12-J" L••GREATER OR EQUAL THAN 12'-3" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEWTIVE ULRMATE ULTIMATE UL77MATE A.S.D. ULT/MATE A.S.D. >60'-70' 91.5 54.9 167.7 700.6 84.3 50.6 1 148.4 89.0 BUILD/NG SCHEMAW 93.6 .2 171.6 86.2 51.7 151.9 91.1 >80'-9o' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 >9D'- Too' 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 95.1 571 1674 100.4 ,'(1(`�A•i'I/ > 140'- 160' 105.6 63.4 1 19J.6 116.2 973 58.4 171.3 102.8 ,,��@�.'�•.••••••••••��Td > 160'- 1e0' 1078 64.7 197.6 718.6 99.3 59.6 174.9 104.9 `�� �:. J,CENSF•,.9 65.9 201.3 120.8 101.1 60.7 78.1 >2oo'-P50; 104.8 68.5 209.2 125.5 105.2 63.1 185.1 106.9 No.44167 >250'-300' 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 66.9 796.3 7178 STATS OF > aoD'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 '����••F�QR�QP:'\��11��3/l�//(9 >450'-500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 This is Nof A Master Dra q, Valid Only For One lime permit N I.)THIS CER77RED SIGNED AND SEALED 67ND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WHO SPEED OF 170 MPH,AND 2014(5(h EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN, ST. LUCIE&INDDW RIVER COUNTIES APPUC49LE RISK CATEGORY BUILD/NG&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PRONDE INFORMATION FUR A SITE SPECIRC PROJECT. 2.)THIS WIND LOAD CH4RT MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERMIT ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 1 STORM PANELS ACCORDION&841i4MA SHUTTERS••• SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. II BLT)GS 06 11 WIND PRESSURES ARE ULRMATE AND ASO.PRESSURLS. /15 zl7i4.)RI/5 WIND LQ40 CHART SHALL BE CONSIDERED INVALID FALTERED BY ANY MEANS. L E C O ,N c. W/NQ PRESSURE CHART OA TE T/LUT TESTING&ENGINEERING COMPANY BASIC WIND SPEED 170 mph 5.)DESIGN KIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LQ40 CHART SHALL BE INDICATED ON A SEPARATE DOCUMEM'PREPARED BY aJss I'll"st Jh.J0.1.aecwu cvrsOlS a.ales EXPOSURE 0,Kd a 0.65 15-188 THE CONTRACTOR OR PERMIT HOLDER(s.g..SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,E7O). Psa,.:(Jee)97I-las.Fe,:(Jmp)l-IS11 DRAWING No EB-0006719 OetlMs�' art �°1s°'1 WALTER A TILLIT Jr P.E. If-In 1113 T w SHEET 1 OF 1 FLOES/a4 Uc.j 44167 J•manor' pwml I I -