Loading...
HomeMy WebLinkAboutEngineering RU%LO/NG5 PEAK ROOF NE/GNT va DESIGN WWND PRESSURE FOR COMPONEMS d CLADDING(P.SF,)FOR ASCE 7-I6-PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET,* BASIC WIND SPEED s 170 mph RISK CATEGORY Il BUILDINGS - RESRIENINL.APARTMENT BUILDINGS d COMMERCIAL BUILDINGS(RETAIL.WHOLESALE) PEAK L-LL34 MAN 7'-9' L-GRUDR OR MAL MIN r-9-ANO L-DRUM OR LOWL DWI 12'-1' RODE LESS DMA'I2•-3' ' REIpIT POLDVC NLDIIIYE WSRM MIGIM 1D9n1T NmAiM (A) DLmurt Asa oL1DLIrs Asn uLrDMrt Asa ma w Asa n Asa oLlaArt Asa _ 0'-IS' 76.4 1 45.8 1 102.4 61.4 7J.0 4J.8 '95.5 57J ..5 41.1 86.4 51.8 CG.PR[GpN➢m d [NDoeo >IS-M, 80.4 4&1 107.E 64.6 76.8 46.1 100.4 60.2 72.0 412 90.6 54.5 At1 >20'-25' eJ.6 50.2 1I1.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 >25'-M' 86.7 .57.7 II5.5 69.3 82.4 49.4 107.7 64.6 77J 46.4 97.4 5&4 '*'*L'A�- >JO'-40' 90.7 54.4 72 f.4 72.8 86.6 52.0 I IJ.J 60.0 81.2 48.7 102.4 6I.4 9M9E LOMM oR¢1ItWA SXUI/ER IQ7GNI. >4O'-SO' 94.J 56.6 126.2 75.7 90.0 54.0 I I77 70.6 84.4 52..E 106.5 63.9 >50•-60' 97.J 5&4 7JO.J 78.2 92.9 55.7 12r.5 72.9 87.2 57J I09.9 65.9 Lmb-aus CalNn at SEArs OE M1OAAM IPPIW LL O WLOWNG'S PEAK ROOF NEIGH n DESIGN WIND PRESSURE FOR COMPONENTS X CLADDING(P.S.F)FOR ASCE 7-16-P 4K ROOF HEIGHT GREATER ZHAM 60 BASIC WIND SPEED- 170 mph RISK CATEGORY N BUILDINGS RES/DENHAL,APARTMENT BUILDINGS d COMMERCIAL BUILDINGS(RETAIL WHOLESALE) Co If (VI . PFAX L"MSSOWP i1�1' L"G.PGRR OR EOWL MAN II'-S' RDOE lattD? PO.GIIII'E N[dflrt PDTRWE NRJIM ' IA) uL : Asa uL1AlIrs 1rtmArs Asa mmMrs Asa >60'-AI' 91.5 54.9 1677 100.6 84.J 50.5 14&4 89.0 BU/!D/NG Sd1E761i7C >ro'-BO• 93.6 56.2 171.6 IOJO 86.2 51.7 151.9 91.1 >W,-9O' 95.6 574 .175.2 105.1 88.0 52.8 155.0 93.0 >9D'-Im' 97.3 56.4 176.4 IOTA 89.7 528 1579 94.7 >100'-Ito' 100.5 60.3 184.2 110.5 92. 585 16J0 97.8A. 'il2D'-,110i lOJ.2 J;61:9 189.2 �'.I1J.S,;.f9&1 57I 167.4 I00.4. Y" >140•-Im' 105.6 63.4 19.16 116.2 97J 58.4 171.J 102.E ••""••. �'' >1tx'-IBO' 107.8. 64.7 I976 118.6 99.J 59.6 174.9 101.9 ;`\,\GENSj'.lP >IBO•-2W 109.8 65.9 201.3 120.8 101.1 60.7L20&9 106.9 = No.44167 >mo-2.0 114.1 68.5 209.2 125.5- laS2 63.I 111.1 _ * :* >250'-JDO' 1I7.8 70.7 21&0 f29.6 108.5 65.1 114.7 >JOO'-JSO' 121.0 72.s 221.9 1JJ.1 111.5 66.9 /1za - ,. STATE OF ;��e• >SSD'-4Oo' 11J.9 74.J 227.I IJ&J 114.1 68.5 120.5 >40O'-43O' 126.4 75.8 2J1.8 IJ9.f 1I6.5 69.9 123.I y. >ISO'-5Do' 128.8 77.J 2J6.1 141.7 118.6 71.2 125J ��J/'4�4I111111 111Ur�IT` ` Norm 1.) SAaD IAD SUL[O WINO[010 tlMRI,/RAARED BI rM5 ENGINEER,dSEO W A 7-M/O.Q A 9.IS1C WMD-I OE Iro 11/Il•.AID 2020(Nh LDRION)PLORIM BUILDMC CODE-BRDWARO,PALM.60tM LMRRN,Sr LUC/E d MOMN RM L'OUN1ms A/PUU9L[RmE UI(GORI 9NLgNo!(IPoSW4 6[VID'ILIIIY OD/BNC AND 006 NOI PAOYAX WORYAIION POR A S11E SPLEOK/RaIMI. D2uD nma x ASCE 7-16/WIND PRESSURE CHART rr 2.)'iN6'wMD 1aAD aMRr LnrsT A[sxNm,sUtm AND drm eT IIm'O,L1MR c 1am m D9rAw A oNr nRr eumvn Pwrrr. SRMdI PANELS..ACCORMON d BANANA 9NDERS DRIWtI n S)COM MR d ILR9R MIDI m B[RESPVNSI&E Pd ME SLLCO110M DE oLSAM IE00 PR6ADM BATED ON M4 GEN-WIND LOAD CNARI, � W'DVD PRLAW[S ARI fA1OMrs Alm AS0./R63UR[S. 1 E C O IM C. GT.11 BIDIS pE�I)/ipyO A) N5 WND{DID XUI SNA4 9C W SIOLA[D MPA 0 P ALOR[D BI ANY Y[ANn nlMr IEsnxo d .coM/Axr WIND PRESSURE CHART - Wivu GlmD¢n>I1u W51D W00 m[m m rro mpA SJ OLSNDI WIND Edo SLLECIN DY rM DONIRAL'mR d IFRNII NWMR 1NOY JIDS Mlal TOAD GNAR1 SNA[L 1E III—=ON A SEPARATE DOCURENI'PWOA BI "w:.';�rA$.$J0; �,an-Im DDiDSWr a d.ant 20-117 nrs LroNraAcrDR d/nn9r xDIDa(.9„DI1rtAD9QET,aounNc sarm6LVMRE oa alLrr,En:A - u=aDo`n`Ia DRIWMe No WrcrsR A 1wf�vc Tzaad Ie. Iss BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCI BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, PEAK L+x LESS THAN 7'-9" L== GREATER OR EQUAL THAN 7'-9" AND ROOF LESS THAN 12'-3" L' HEIGHT POS/71VE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTI 0' - 15' 76.4 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 50.2 111.9 671 79.8 47.9 104.4 62.6 74 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 54.6 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 SILT!DING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P S F) FOR BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENT/AL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, Wf PEAK Lxe 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. ULTIM > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 1 Q > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 15 f > 80, - 9o, 95.6 57.4 175.2 105.1 88.0 52.8 15: > 9o, - loo' 97.3 58.4 178.4 1074 89.7 53.8 15i > 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 95.1 571 16i > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171 > 160' - 180' 1078 64.7 1976 118.6 99.3 59.6 174 > 160' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 176 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 186 > 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 22Z 1 136.3 114.1 68.5 20C > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205 > 450' - 500' 128.8 773 236.1 141.7 118.6 71.2 206 No 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 PRE THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). 7-16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ak HOLESALE) GREATER OR EQUAL THAN 12'-J" POSITIVE NEGATIVE T£ A.S.D. ULTIMAT£ A.S.D. � INDICATED DESIGN WIND PRESSURES 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END 43.2 ZONE AND INTERIOR ZONE CONDITIONS 90.8 54.5 AND FOR ALL ROOF 44.9 94.4 56.6 SLOPES. 46.4 ** L = STORM PANEL LENGTH, 97.4 58.4 ACCORDION SHUTTER 48.7 102.4 61.4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. 50.6 106.5 63.9 *** PRODUCTS WHICH BEAR A 52.3 109.9 65.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BEET* LESALE) vs of �koG�E� �l EGATIV£ TE I A.S.D. 4 1 89.0 BUILDING SCHEMATIC 9 91.1 0 93.0 9 94.7 0 97.8 4 100.4 102.8 ` Q�.• ....... 104.9 ;�`�� . ' �,�G ENSF' 1 106.9 No. 44167 1 114.7 1178 STATE OF s �'• 120.5 1 123.1 �`'v I 125.3 ��•"^1�II111 11111�►`\ 2020 (7fh EDITION) F7 0RIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES 02020 TILTECO, INC ASCE 7-16 / WIND PRESSURE CHART M.P STORM PANELS, ACCORDION & BAHAMA SHUTTERS *** DRAWN BY RISK CAT. Il BLDGS 0612312020 WIND PRESSURE CHART DATE TILLIT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 6355 N.W.JrSt. Ste. J05, NRG1N/A G4RDENS, R. 3JI66 2Q-1/7 ARED BY Phan :(JO5f671-1S70.Fax:(305)671-1531 EXPOSURE D, Kd = 0.65 CA-0006719 DRAWING No WALTER A. TILLIT Jr P.E. Rev.No DOMYDON I DAM I RM Ab I DEMPRON I DATE FLORIDA Lic. f 44167 1 OLD 17-194 IM1231=201 J 21 1 4 1 SHEET 1 OF 1