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HomeMy WebLinkAboutEngineering I I i I I ' I BUILDING'S PEAK ROOF HEIGHT DESIGN WIND PRESSURE FOR COMPONENTS h CLADDING(PSF)FOR ASE 7-16-PEAK ROOE NEIGH?LESS TNAN OR EQUAL TO aD FEET,* BASIC W/ND SPEED a 170 mph RISK CATEGORY 0 BUILDINGS RMDENRAL,APARTMENT BUILDINGS&COMAIERC14L BUILDINGS(RETAIL,WHOLE24LE) PFAx L••f159 MAN 7'-9' L••6REA7FR p.4 EOLYL I 7'-9'AND L•. �pR LpML IIIAN IT'-Y - RLOF l[SS MAT/12'�' MExR/r vpJRM NlD11DT Po1/IIYr NID.IIIYE POLDYr NCCIIM (nJ DLTDurz asD. ucrDurt AA:n raYR asa UIIpnR asn uuDUR _ asra . omEArm omLaL Rpm PRISAIAQ 0'-IS' 76.4 45.8 107.4 6. 76.. 4JB 95.5 57.J 68.5 41.1 86.4rz 51.8 NaR[Sla'D ro n¢YLmw OtD ZONE 110 rLRI¢f 20x£LRV01110/IS>IS'-TO' H0.4 48.2 1076 64.6 76.8 46.1 � I00.4 60.2 720 4J2 g0.8 54.5 Axp L9.v A4 RWP >30'-13' 8J.6 50.2 111.9 67.1 79.8 479 I04.4 626 74.8 44.9 9!t 56.6 >TS'-JD' H6.2 51.7 1I5.5 69.J 824 49.4 /07.7 65.6 77J 46.4 974. 58.4 *At L^A � >JO'-4D' 90.7 51.4 121.4 72.8 86.6 52.0 l iZJ 6H.0 81.2 46.7 102.4 61.4 au0[1tHGlN a BIWW SxURrR H£FNr. >I9'-50' 94.J 56.6 126.2 75.7 90.0 54.0 7777 70.6 84.4 50.6 Was 63.9 >30'-69' 97.J SB.4 /JO.J 782 929 55.7 I21.5 729 872 52.3 109,9 65.9 YYN-Mu rotwn W A sr rz a rtD,®A Avvspru IUILDING'S PEAK ROOF HEIGHT DESIGN WIND PRESSURE FOR COMPONENTS&CUDDING(L,$F)FOR ASCE 7 16 PEAK ROOF HEI ELT CREAM THAN 60 FELT yr - 8A.SIC WIND SPEED- 170 mph RISK GIEGORY 0 BUILDINGS RES/OENTAIL APARTMENT BUILDINGS&COMMERCALL BUILDINGS(RETA/l.WHOLES4LE) I vE of ��1 R90'o IrAK L••LlSa IMAM 12-5' L^OWFUR OR EOWL VAR 12'-3' ac'pP IAtulr rpvnR aarrvT PosrIR xLurrvr - (n) IDYR asD. uLruurt asa LnrRurz rRmArz >DO•-Po' 91.5 54.9 1677 100.6 e4J 50.6 148.4 B9.0 BDRD/NQ SCNEMAITC >;-77--_ 9J.6 -56.2.- 171.6 J0J.0-. 11% 5I.7 151.9 91.1 >69'-Da' 96.6 57.4 175.2 105.1 80.0 1 52.8 155.0 93.0 >90•-TOO' 97J 58.4 178.4 1074 89.7 1 53.8 157.9 94.7 >10p'-in, 100.5 60.3 164.2 1 ro.5 92.5 1 55.5 16J.0 978 - >120'-1.' 103.2 61.9 189.2 -1 1J.5 95.1 571 167.4 100.4 `�,oSERA1T1(�Ll, >1.-ran' 105.6 6J.4 l9J.6 116.2 97.J 58.4 171.J 102.8 / A >I60'-IfW' 1078 64.7 1976 718.E 99.J 59.6 774.9 /04.9 SAP•'\,\GENSF'.%P�! >IN'-2W' /09.8 65.9 201.J 120.8 101.1 60.7 178.1 106.9 = ND.441 s7 >TOO'-23O' I I4.i 68.5 209.2 125.5 105.2 63.1 I85.1 111.1 - = > 178 70.1 2I6 6525'- J .1 > 121.0 76 1JJ.I !1/.5 66.9 19I..9I 114.57I' - STATE OF :�� 2J9> 74 22 iJ6J 114.1 68.5 2 0 12 > 126.4 758 . . 0. 2J. 128.8 J.I l47.7 118.6> 7 71.2 20H.9 125J ��J � 111111 �"`` 1.)R�LOPNIro SRN[D IxO SEALLD IIINp Lao M .POIRm R IIIB QIFIXtnI,BIPED OY aSR'>-IE./OR A 9lSrT PP9 SPQ9 9E Lip YPM AN9 T020(Ah EDITAW nWN04&aDIN9 LODE-&WHARD PALM aP414&AMY4 Sr UME&MM RNFR COUNTIES APPLIaBLE A9C UILTARY BIIDDAL&•Eff-M 6['DLD'1E}LLY OENfRIF AND ODLS SOT PLOITOE LRLORY-ra A SIR 5➢L[R!F aRWLLY. 2J.nns nxo Lao guar Yusr 9E 52'x[0.«...p AxD am ar ma END DI a usm ro OFM A a C xur 9unDuro rwm. esom mrMq oc ASCE 7-16/WIND PRESSURE CHART Ys SRU9.!PANEL;ACY27,HYON&Bllplat SlR/ITERS m ae.4xM ar sJ cpxrlucroR a PLRm xomra ro 9E RLsvorrsl4LE LOR raz sEL[cmx a onrcx rnxp PROSf/RT euscD as nos cOmlx Wvm LDAo aLaRr. BWD PRLSSUR6 ARE IRI9YR AN9 ai0.PR6nM6 �GT.R 4J IM[S Nq0 Lao C1Yxl SHILL u CDNSIOCREO INYAW N ALRAED 9r,,,,,Y[AHS 'L E C O I N S. r WIND PRESSURE CHART w OttLr 1Fsnxo�& xD croMTAx eArrc Wlxo vEm=1ro man SJ DLSIF4 WWp LSD SQECItD Di fA'[LONIRACIOR a PDPIRr NIXDOl TROY np5 x4V0 Lap CNARI SW4 B[IIVDID.1rN ON A SIPAbrz DDFUKNI PRlyARLD A u'np4 n uIu ..�:r>aJr- f mI-Im ews9ar 0.w a 0.Fs YD-T 17 rxr LvaaAcraa oa vLMDr xwDLx(.o-.srauovlrn,OPD'mru scxr9uiryuar oa sNLEr.rrcA poaueira iuLrmw �.ve: ' noRsu e>�4r97 5/F[r L N I I I I 7-16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET aK DLESALE) . GREATER OR EQUAL THAN 12'-3" OSITIVE NEGATIVE £ A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS 43.2 90.8 54.5 AND FOR ALL ROOF 44.9 94.4 56.6 SLOPES. = STORM PAN , 46.4 97.4 58.4 ** L ACCORDION SHUTTERH BLADE LENGTH 48.7 102.4 61.4 SHUTTER HEIGHT. BAHAMA 50.6 106.5 63.9 *aF� PRODUCTS WHICH BEAR A 52.3 109.9 65.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL i5CE 7-16' PE4K ROOF HEIGHT GRUTER THAN 60 FEET* LESALE) EGATIVE F A.S.D. 4 89.0 BUILDING SCHEMATIC 9 91.1 7 93.0 9 94.7 7 97.8 3 102.8 EN SF �iA�''i•� 1 104.9 106.9 e No. 44167 1 114.7 -o' STATE OF 120.5 3 125.3 � � �//, � •111'j'p111���`\\\`\` 2020 (7th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUNTIES 02020 TILTECO, INC ASCE 7-16 / WIND PRESSURE CHART M.P STORM PANELS, ACCORDION & BAHAMA SHUTTERS *** DRAWN BY RISK CAT. ll BLOGS 0612312020 /11LIECO N c. WIND PRESSURE CHART DATE TILLIT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 6J65 N.W.J6ih. St Ste.305, MGM GARDENS, A.JJ766 2Q-117 'ARED BY Phone:(JOSf671-15J0.Fox:(9)DB71-15J1 EXPOSURE D, Kd = 0.85 CA-0006719 REV Na OESCRPlION wtE Rev.No VEURYWN DATE DRAWING No WALTER A. T/LL/T Jr. P.E. FLORIDA Lic. f 44167 i OLD 17--194 06/2J/2oza a 2 SHEET 1 OF 1 BUILDING' S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING MS-F. FOR ASCI BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, PEAK L- LESS THAN 7'-9" L'= GREATER OR EQUAL THAN 7'-9" AND L- ROOF LESS THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/ 0' - 15' 76.4 1 45.8 102.4 61.4 73.0 43.8 95.5 573 68 > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72 > 20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87 W&D/NG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING M I F.) FOR BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, Wf PEAK L** LESS THAN 12-3" L" GREATER OR EQUAL Th. ROOF HEIGHT POSITIVE NEGATIVE POSITIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIN > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 14f > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 15 i > 80' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 151, > 9o, - loo' 973 58.4 178.4 1074 89.7 53.8 15 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 16.' > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 16'� > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171 > 160' - 180' 1078 64.7 1976 118.6 99.3 59.6 174 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 17E > 200' - 250' 114.1 58.5 209.2 125.5 105.2 63.1 1 R > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196 > 350' - 400' 123.9 74.3 2271 136.3 114.1 68.5 20C > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205 > 450' - 500' 128.8 773 236.1 141.7 118.E 71.2 20b e(OTES: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-16, FOR A BASIC WIND SPEED OF 170 MPH, AN 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. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PR! THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).