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HomeMy WebLinkAboutEngineering ampIAC's PEAK ROOF HEIGHT v& DESIGN W/ND PRESSURE FOR COMPONENTS & CLADDING MS.F.) FOR ASCE 7-10 - PEW ROOF HEIGHT LESS rHAN OR EQUAL TO an FEET w BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) This is Nof A Master Drawing. PEAK ROOF A<20 SOFT x• 20 SO.FT S A<50 SD.FT x• A 2 50 SO.FT** Valid Only For One Time Permit, HEIGHT POSITIVE NEGATIVE POSITIVE NEGA77Vf POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASA. ULTIMATE A.S.D. *INDICATED DESIGN WIND PRESSURES CORRESPOND 01- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES > 15'-20' 80.4 48.2 1076 64.6 76.8 1 46.1 1 100.41 60.2 72.0 1 43.2 1 90.8 1 54.5 >20'-25' 83.6 50.2 111.9 671 79.8 1 479 104.41 62.6 74.8 44.9 94,4 56.6 **SH ITiFR AR A O FlN D AS: >25'-30' 86.2 51.7 115.5 69.J 82.4 49.4 1077 64.6. 77.3 46.4 974 58,4 (1)A=L r L FOR�s(,gTS, WHERE >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 J >10'-50' 94.3 56.6 126.2 75.7 90.0 54.0 . 1177 70.6 84.4 50.6 106.5 63.9 L-SLAT SPAN. 97.3 58.4 130.3 78.2 92.9121.5 72.9 872 52.J 109.9 65.9 (2)A=S x L FOR STORM LIARS. WHERE S-SPACING BETWEEN STORM BARS L=STORM BARS SPAN. (3)A=L x h/2 FOR HFA DE6$ WHERE L=HEADER SPAN. . h=STORM BAR HEIGHT(SPAN). WAD/NG'S PEAK ROOF HEIGHT vR DES/GN WIND PRESSURE FOR COMPONENTS & CLADDING (P•S.F) FOR ASCE 7-10-PEAK ROOF HEIGHT GREAtER ruAH'sn ccEr w (4)A=5 x L FOR MULLIONS. WHERE S=SPACING BETWEEN MULLIONS BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS L=MUU10N SPAN. RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) . *, *PRODUCTS WHICH BEAR A MLMAI-LADE COUNTY OR A STATE OF FLOP= APPROVAL PEAL( A<50 SOFT A L 50 SOFT rs ROOF HEIGHT P05177VE NEGATIVE POSITIVE NEDAMT (h) ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60'-70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 rn > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 -) >80'-so' 95.6 574 175.2 105.1 88.0 52.6 155.0 9J.0 r >90'- 100' 97.3 58.4 178.4 1074 89.7 5J.8 157.9 94.7 C3 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97B O > 120'- 140' 103.2 61.9 189.2 11J.5 95.1 571 167.4 100.4 > 140'- 160' 105.6 63.4 1936 116.2 973 58.4 171.J 102.8 N > 160'- 180' 107.8 64.7 1976 118.6 99.3 59.6 1 174.9 104.9 BUILDING SCHEMATTC11go1000010 >2o6a'-250' 1�4.� 68.5 209.2 125.5 ]0512 60.7 185.1 106.9- * N� R N riz�1'1' >250'-3Do' 1178 70.1 216.0 129.6 108.5 65.1 191.f 114.7 ���P'JCiENs'�t`•••� �y >JOO'-35D' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 4 >350 -400' 123.9 74.3 227.1 1 J6.3 114.1 68.5 200.9 120.5 > 400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 s ��qc�_! >450'-500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 .p�. "r'(�� LL4lnmuua�a� 8/0 1.)THIS CERDFTED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,EASED ON ASCE 7-10,FOR A BASIC W/ND SPEED OF 170 MPH,AND 2014(5th EDNION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARPN, ST. LUCIE&INDIAN RIVER COUN77ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,15 COMPLETELY GENER/C'AND DOES NOT PRO4DE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DAMP BY THIS ENGINEER/F USED 70 OBTAIN A ONE 17M£BUILDING PERMIT. ROLL-UP SHUTTERS SCALE 3.)CONTRACTOR OR PERM?HOLDER 70 BE RESPONSIBLE FOR THE SEZEC77ON OF DESIGN W/ND PRESSURE EASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. If BLOCS 0611 V15 WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES. DA IF 4.)THIS WIND LOAD CHART SMU BE CONSIDERED INVALID/F ALTERED By ANY MEANS, ' E C 0 1 N e. WIND PRESSURE CHART TILL?TESTING&ENGINEERING COMPANY B/S/C WIND SPEED-170 mph 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WEND Low CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY M4)ST N.W.Pee,. St 4m,xxpnw cAROfNA n.urea EXPOSURE D.Kd-D.BS 15-189 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEOUL911AKE OFF SHEET,ETC). H'°°•'(-Jan-7$'T°'F`(.Ta�I°n-I'sTI m:Aro rcycyrtpr rter,m, yex.�rmy FB-0006719 _ DRAWING No WALTER A T7LUT Jr.P.E. FLORIDA Li. 41167 J py1TAg. SHEET 1 Of 1 r� NAME �j ,,. ;flE UNIT# Odd NOA UNIT SHUTTER WALL ALLOWABLE UPPER LOWER OPENING SHUTTER SHUTTER SHUTTER STORM ANCHOR # TYPE PRESURE STRESS TRACK TRACK SIZE WIDTH HEIGHT SPAN BARS SPACING INTER/END DESIGN DETAIL DETAIL W X H #REQ'D TOP BOT ZONE (0.60) 1 ACCORDION k(ov.� (-bv.9 34.+1 -104,iy SEC G SEC J 694 x 97 694" 96" 96" N/A 10.0" 8.5" 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 -ropy