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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PR cc/RF FOR COMPONENTS & GLADDINO (P.S F.) FOR ASCE 7 16 PEAK ROOF HEIGHT LFcc ruehl OR FnI/A/ TO W FEE BASIC WIND SPEED 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L'•CE59 THAN T-9' L"GREATER OR EQUAL THAN 7'-9-AND L••GREATER OR EQUAL THAN 72'-J" ROOF LESS THAN 12'-J' HEIGHT POSITIVE NEGAOVE POSITIVE NEGATIVE POSIHVE NEGATIVE (h) 'ULT%MATE A.S.D. ULTIMATE ;.SD. ULTIMATE A.S.D. ULAMMIE A.SD. UL7MATE A.S,D. ULTIMATE A.S.D. INDICATED DESIGN WIND PRESSURES 76.4 45.8 102.4 61.4 73.0 9J.8 95.5 57J 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END > 75'-20' 80.4 48.2 107.6 64.6• 76.8 46.1, f 00.4 60.2 72.0 432 90.8 54.5 ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL 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'-30' 86.2 .51.7 175.5 69.0 82.4 49.4 )077 64.6 77.3 46.4 97.4 58.4 *L=STORM PANEL LENGTH• ACCORDION SHUTTER >JO•-40' 90.7 54.4 121.4 72:8 86.6 52.0 1 f3.3 68.0 81.2 48.7 )02.4 67.4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. >40'-50' 94.J 56.6 126.2 744.7 90.0 54.0 117.7 711.6 84.4 50.6 106.5 63.9 *** pR000CT5 WHICH BEAR A 97.J 58.4 730.3 75 p 92.9 55.7 121.5 72.9 87.2 52.3 f09.9 65.9 MgMI-GAO£COUNTY OR A STATE OF FLORIDA APPROVAL _BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PSF,) FOR ASCE 7 16 PEAK ROOF HEIGHT GREATER THAN 60 FEET yC BASIC'WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCAL BUILDINGS (RETAIL, WHOLESALE) PaooGN, PEAK I-LESS THAN 12-5" L"GREATER OR EQUAL THAN 12'-J" ROOF HEIGHT POSITIVE NEGATIVE POSIRVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60'-70' 91.5 54.9 167.7 100.6 84.J 50.6 148.4 89.0 BUILDING SCHEMATIC > 70'-BO' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-go' 95.6 574 175.2 105.1 88.0 52.8 155.0 9J.0 >901- 100• 97.3 58.4 178.4 1074. 89.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 16J.0 97.8 > 140'- 160' 105.6 63.4 793.6 116.2 97J 58.4 '171.3 102.E RA......T✓%� > 76a - is0 107.8 64.7 197.6 718.E 99.J 59.6 174.9 104.9 ;�ya?,•'�,�GENgF •.,P > 180'-200• 109.8 65.9 201.J 120.E 101.1 60.7 178.1 106.9 IVO.441 67 >2OO'-250• 114.1 66.5 209.2 1 125.5 105.2 63.1 185.1 111.1 FILE COPY >250'-JOO' 1178' 70.1 216.0 129.6 ill 65.1 191.1 114.7 >JOG'-Jso' 121.0 72.6 221.9 1J3.1 111.5 ss.9 19s.3 117.8 =-O'•, STATE OF ;•��` >350'-400' 123.9 74.3 227.1 736.3 114.1 68.5 200.9 170.5 >400'-4510' 126.4 75.8 2Jf.8 139.1 116.5 69.9 205.1 123.1 / /yyy"'•"NUI11 WEG�`\`; >450'-500' 128.8 77.3 2J6.7 141.7 118.6 71.2 208.9 125.3 NO / I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF ITO MPH,AND _ 2020(7th EDITION)FLORIDA BUILDING CODE-BROWARD,PALMBEACH MAR77N, ST.LUCIE&INDLAN RIVER COUN77ES APPLICABLE RISK CATEGORY BUILDING @ EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION 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 TIME BUILDING PERMIT. 02020 DLTECO,INC ASCE 7-16/WIND PRESSURE CHART M.P TORM S)CONTRACTOR OR PAR HOLDER Hf RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. S PANELS ACCORDION&BAHAMA SHUTTERS DRAWN BY WIND PRESSURES AREE ULTIMATE AND A.S.O.PRESSURES RISK CAT.lI BLDGS ge/TJ/10T0 I L E C O m.. DATE d.)THIS WIND LOAD CHART SHALL BE CONSIDER. INVAUD IF ALTERED BY ANY MEANS. WIND PRESSURE CHART TILLIT TESTING&ENOINEERINO COMPANY BASIC,WIND SPEED= 770 m h 61"N.W.11A St.SYr.Jaa,VlRGMq G(gpENS R Alaa P S.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED.BY vnon.:(T[u/aTl-rua. ;ry0a/an-Imr EXPOSURE WIND U. Kd=O,BJ 20-117 THE CONTRACTOR OR PERMIT HOLDER(.g.,SPREADSHEET,OPENING SCHEDULE AK OFF SHEf7,ETC.). CA-0006719 ORAWING N. WATER A.77LLlT J.P.E. oauvnw F FLORIDA Lk. 44167 w0 n-w oe/r - SHFEf 1 Of 1