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HomeMy WebLinkAbout20-19724 CITY OF ZEPHYRHILLS 5335-STH STREET (813)780-0020 19724 BUILDING PERMIT _�o `1 -Ni— UMAN iN W` PERMITANFORMATIOW' Q CA 10. INf.:0'R V ile VNWSWR,7,,�*Z Permit Number: 19724 Address: 39449 LINCOLN AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILILS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: LINCOLN HEIGHTS Est. Value: Parcel Number: 12-26-21-0280-00000-0350 Improv. Cost: 15,000.00 ', _ZDN -WNER Date Issued: 2/10/2020 Name: GUILARTE SAYNIEL Total Fees: 258.75 Address: 3613 W HAMILTON AVE Amount Paid: 258.75 TAMPA F(33614-4055 Date Paid: 2/10/2020 Phone: 813-838-6565 Work Desc: -REPAIR (3) TRUSS DUE TO FIRE DAMAGE-REINSTATE 1X, 'APP` C_-ATION EE5S7r:_-1­- �r�:-.CO N T.R ACT 0 R(S) REMO TECH REMODELING BUILDING FEE Au 172.50 BUILDING FEE 86.25 Inspectib s,Re qwired FOOTER 2ND ROUG` PL B M1.5c INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER Misc, ROUGH ELECTRIC LINTEL Misc misc. 1ST ROUGH PLUMB PRE-METER INSULATION WALL misc. DUCTS INSTALLED WATER misc DRIVEWAY PRE-SLAB SHEATHING misc. misc. CONSTRUCTION POLE FRAME misc. misc. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement."' Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CON-TR—ACTOR SIGNATURE PERMIT OFFIVR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER t I�011lufl � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS 7VContractor/Homeowner: Date Received: Site: L✓�L�C�2 Permit Type: I i Approved Who comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ 71oi ss ��j'/- o4ty J 7.tJ r, C S 0 6 A, r// f LJ-ram A. 17 This comment sheet shall be kept with the permit and/or plans. Kalvin Skit=— s Examiner Date ntractor and/or Homeowner (Required when comments are present) 873.780-0020 -City of Zepnymilis Permit Application rm,t9'o,oww' Bugding Department Date R°eolj!adi T•,�0!� y :.;'ZPiiane CoirtatattorPerdrltWi 3 -t�' -•I d 1a " owrieft Name S�m t^I e ✓l cAl e Owner Phono'Numbor ain - 3 7'1 13 $3 O S Q AddMM r1 Lt-• c•n gi{l v1 A v'-e Oxniar Phone NWnbar Fee SW*k TWahotder'Nam V-- ` O>erner Plrorre NrnnDer l Fee Simply Titleholder A*tpeue JOBMW" LOTS �.,- SUBI#IW$�ON. AIA PARCEL-IDII:, (gHTARrED FROM PROP9aYSAX H=CM y W6 kcF;6SED NEWCONSTR'+. ADA/ALT 0 SIGN'• °0 Q' DEMOLISH f B• INSTALL REPAIR . PROP,OSED,+USB- . Q': SFR -:: o- :COMM Q' OTHER' TYPtoF-COu9nWc 6N" ® BLOCK [] FRAME.. STEEL:':,, -,I I DESttiPTloN'(3Ft$IbRK' BUILDMOr'SIZE FCOTgGE HEIONC•y-�, r• Q�UILDING D 00 VALUA'GIOt7- TOTALCONMUOTION'. EDELE CAL , AMP SERVICE -PROGRESS ENERGY '0•• -W.R.E.C. � - �� r9?Z� • �ros� Qt�LUMBING. S S �MEGHANYCAL 3- •YALuxn&OF MECHANICALJNSTALLATION ROOFING- Q. SPECIALTY.Q OTHER FIMSHED,FLOOR ELEVATIONS FLOOD ZONE AREA .•Y.ES NO T. .BUILDER compANY 4 e w Q. +e C (. -- . SIGNATURE I Y/NK TEECUJIF� ; Y/N. ;. Addrsa lfeense,#"t e e CQDflPANY. a6N �~ REGISTERED Y/N• - I' .: -Y/N . Addrgsa - ;IJeerrae N..: PLUMB.F-,., CO�IPAN1F;r: - 91GNAiE .�..•-. •REais>ir�rEo. .Y/••N,: .s�fn(Rr:Er;:• Y/•N•• Addr4 S UoeiI j c t "REGIsi9tFD _ Y/N Ft£CIjRREP• ./.N11./.N':'-' s_'pTNERr"- '3•k' • '''- :r� . . :,�..:, i.'i st�oEA�ANY� •• ' ..., i SIGl �:7s ;• a.:.� ,: ::�_�.. :tiEdrelEhED' ,.Y/ FEE YIN, .Alld(e>iStspti vy+,•:`'t9rL@:Y.' '1:5i:! •a(Pe�.:,_i'?..:•J:Y.i..;tch:> •.sLT08R'$8• .. � :. •,`�S( .--,I m,rjl' 21 �,, F�fRako )eaeTS o)z8�lll�[tg 1a715r 1 s" OEGII•• 8y� �Y _ y� +i !IrL2 tl7tiBdansi ��irisorPtansrS rPinsvl/$Iit'FeRce: 93P .-, eq �` wAt� tiistalled;"` �M QNIMERCW ACM 22Pm !e of91 p�ue a0Ufe-0 Page(1)set or EeergY Forme.R-0 W PIRM-1 or hew eoneWctloh. s!s - MWmum tan'(10)woddag days after submittal date. Required onslte,Corstruadon Plans,Stomrwater Pleas w/Slit Fer>cQ,Nsbtled,_ •SaNtary FacWges S_'I dwnpste fa,Wql,pgrrtr(t�fgt'llard&#51ecte.All comme[dai requlremegts must meet oompllance ' r�t;`NFt'ERIIhR �3ftf8Et&a@.4i3`!vfi^v'j,:i>:tc.+. ,;.... . 'rs"c :;_•_:.: ""PROPERGYSUWxEzYrlQl9rali.ME�y!�4itsWFitbm_. FUbt-bpplbatbn completely. i3 "�OiHiter*Oontre�or'siglr backefappitcetion;notar9aed �) fEbat66$'1�0;aNpttp,,hfAommo=mends requhed. (AIC upgrades over$TWO) _ ve,, aetq r Atna`c i}T)!oPAoWer�of AttomW(f3T.'t1Ye'oYVrletj wouf"a bbmeone with noterized.letter from owner 770 rcilfi�'eil :ti R:FbEeO, i NS ••. �: (CoPYo�aoatra**gWre*- •'' ram--•:=:. . : ?, pfsir.shiriglr3s Sevjrere Setvlce'Upgrades A/C' ..Fences(PbtlSurveylEootage) •' te DNiwwayallotO%wCuwter Iran pubRotoa riiaya�"'�ree�evRblN '` r' i NO77 :OF'DEED-RESTMOTIONS:The un w1 1 1f$-M re hire t t3oti y,, de n �a�+o ¢.th sad rmR sty ppp k:atfle•deed• ft.!Y.' 8gi ''.''':E, iatt$ 'l`� �' i ` jq •' z ;3 UNt:(t�iENSELN G01+11Lt$ AIYL CbNCTOR RFrSP NStB( w w. 1:0 f : +i1otiCiae�<iTa§lrorth�c:tor or , corthactorsYo tuiderteke work;tkiery to f�er u to-*i1cdansed tr acw~cordem:e....I e< corttt tor_Isnot llcensled al;regtiined by'1aw; a own�aMHr�ittia'd�r arrleai rvhi�ratfi�n underlstate faHr TP the owner or.ln et are°uncertain as.tD Wt 1 intended-work;.theysre advised tiiYcon e. _ 80Ag:i co Counfy'B dingnspet' no on Furthetntore;'tl ttie owner'Figs flGesf 'dotttra - IDS Of the" ctor or coniredms, he Is 8dvised toj 18ve-tt3s,,: ,eza_ '> P� contragtorBlocM,pfthtsAppReaffon:for.wbich:.thgy_wM..be..respcc�slgle�l .'.as s ` �^ N contiai:tor that.nray tie an Indk;etloFl ttidt'he 1S Yiot`prcp@'fy'Itoenseil an8ls'nbf eite to pe'mpd'vDeges 1[r :. ' CouTRANSPORT-AMOICI IPACMIT11,-t17ES IMPACT AND RESOURCE RECOVERYTEES:'Ilid until t hed AmderAwds.. x, that- porMon Impact Fees and Recourse Recovery Fe, =$y�pply to�(he_ �g ctipq�gf rsrYv J (18i gs. :.t u�teutlsftiigiiiiCcjtfags; rexjp"slorcFi{st(bigtiuRdings,as specified In Fusco County Ordinance number S artti "' 1�-07,1as amended. 7tie•tndersioned-rr4sb.gnderstands',:thatsuckJM,:a§,'A' JW%due:wifl� ide ' ' x '' Perm 'tt 19`funher uttdetstood filet?ranspuiiatlon impaot•Faes`afid I egourr +R Scveryt Feet3 mast be paid-plJo receh►ittg a"certificate'of oecupaucy°or•MaL power release;'if tGa arQJec does notdl�s%lva S.*dffi ata of.00aoP)tfdir Iti2 s final:paw-release„tfie;•3ees:Mum he:patd prk'M.permit'issuarm._;Furth�jiore. Pssco ouht�r�1 y grt '. .; few are,due;:t69y mt st be paid prior to."rmit*uanea.iniaccordt;arroe--vdt nanc�s. cOiVs31t11GTi�N t EN1 tW(chQpti�7A Flortda3tatutea.as amanded): If valuatton of word ts"52 5OD;tbi o(;rt�mte J art..: car*Ittret'I,AhQ:applicant,:hays-bee n~provided-with-a•.0ap1.:of the."t=lorfda t�onafraetiorr�en�l.avu�:Homecwr�e�s: Pro ton Guide'prepate'd byi the floilda Department of Agrtcultlire and Cogs er.Akis. If they appfica t.*16- m.-,- other than thenownel",;t,oert that i.hava.v7ttelndd`a copy of'the'above,�,aG�ted dCum$nt:and. to, , dellve'itto`ti:�.�ofNiietr'piabclTo.e6tir'riien's�r�ertt�: • . . ... •.• •_ .. CONT CTOR'SIOWNER'S AFFID T:::i' Idi(y>ttiaf altaii$'irtforiniition 16 ft application is accurate and'ttiat'afi'woff. wul before to compliance with all aple`laws regulating construction,mnir end;tarid deitelgpment. Appllcadoh is. hereby made to:clitain;,a-rermit to:ido;avorK send installatlon..as'ItiidTCi d: 1:r�rBfSr that no•woik orJnWlti fnlI as cartmenoetl prior'S6 tssuancrte:of`a rierm t arts that all work w111 be performed=ta-aneet:stan_dards;of all laws reguleo constriction, County end City codes, zoning regulations, and land developmertt'repiilatioris ir>;tCip Jurisdictloh:.,'Viiso certify that I understand,that the regulations of other government agencies mor.•apply-to.the•nIehdtid work,and that it is. my responsiblllty In identify what actions I,mus teke,po;beun,c�o. p(lgnce,.Sugh;age Iles-Inci rdet4.'gm notjl.r lted.*, j Department of Envinmrdeirtai` r"nt> 1bp=f.�iprel;s$ayhea�s,"iivetl d Areas.and Einrkpnmoi6gy"Sen'Swe Lends,WaterMlastewater Treatment. :-: Southwest Florida Water Managpment`•bisf itrVllells;'4Cyp •-Bayti'eke,• Wetland Areas, -me{•ing Watercourses. Army Corps of Ehgineers;Seavlralls,Docks;Navigable-Waterways. -,.. Deparamenl;::of H Re.4a litative,•$eryicesJEr�viroamentalakdealtbi lliif�lMelis' Wast$iNateriTreafinent, f i Sepic� ks., US Environmental Protection Agency Asbestos abatement. Fedderal;Aiiintl6h;AtaaoiitRupuyay!s. I understand thAt"r6W4.:r etions appry fo'the use of fill: - Use of%Is not sltoyvedfir-Rood Tone%P unless expressly permitted. If the•firN_•rdatafdaV4s-to°be-, sed:-irt Flood Zone nAn, it is und$rstood that a•diainage plan addressing„a ncompensating velurne°will be submitted at time-of permitting which is prepared by a professional engiiibBi.";= • ticetist3d i�yStaCe�f%plarlda. . . -if•the-fill'material,,Wto be used hi Flood Zone Wilh connectlon with a permitted bullding•Usiho.stem.ywi.; comet[udion,Lcetxifyt#�atiillv"Aff-be used onlyto f011he•area within ftotern-well. .:., , - H Pill"ritaTsffial'Ls=take used Gt any area, I-ce tfy that use of such-1111 will not adversely affect.adjacertt ;, prope(U_es. N-r,ge of f11F•is farad;to adversary affAcWOfar pmpertles,the owner may,be cdtdd for viow-ft..: : the eogMbft:~-b0Uefrig VeMA'-'sued und$r'the'-attachapermitmpplk=tlon,far:lots'•lesa--4hsn one acre WNlc i'are'-elevate0 byftll,.an engineered drainage plan Is requIN d. 1 s+ lf I amifie:AGENT:FORTM OWN6'kt'omMi a irLgood fafthto Infbrmibe ownerefxhe:perrfltting-condCHbrrs'set forth in this attidairjt priCr7di`commencir 'ebl�sTf�icti3ii::.'I.anderstand.that a separate'pemiR maybe required for elect lcal.work,:.. plumbing,signs,.wells,;pools,.fir:co dtttonlr f., ;•or'owe-TF%sta�[�ons•not specHically Included In ttre applhatiori:i:A.,-. permit lasued-s4ellrhq:EdnsirUetirt"b e?alioense�pr600d 'with`tt%hogc and•norms:suthorify_lo vlolate�.caaCel.:aiter,lor ' set asic7p:ariy provislorrs'bf`tPie feciinica� odes,nor shall Issuance of a permtt prevent the Building Official from.tJieneaSler• requiring•e:cprctfor)ofercrsiralan =coitus tnlction,orNiolatioYr9 of attes�'Every permit`lasuedsti {'bee►oirfe invaiid unless:the work airthorized'bysuch permit is commenced within pbc months of permit lssuancs�or If work authorized the permit-Is-suspended atsarrdgn_ed for a#reriadpf sixt6)'�ilonHis:.aRar tits t(me the work iA pommertced,,An eodenslon� may be.;requestei�..l[uvudting from a&ilid "g��Sifi !for a period-not-t6-'6 d69d:nlael :jW),.days'anrtw •ddrhonstrate. Jusftfleble cause fbi rife extensbn.,N ytorJc ceases for ninety(90)consecutive days,the job Is considered abandoned. i - f a isK0. 1:1y O.;RERIt'►E OF.�CifDJi�tyIENCEMENriIWAlf ESUL7 iN Ydl7R " > PA1rtNt's QF,t,. RO)i R G�IF iY� i,F1ENa A1M N1 TCiNG;CZ NsWt ' �E A G B C IN �1(.•O' :R C' t FLORIDA' 'RAiKi.(R.S:;}17x03}.4, ,: «r.:-•. ... . .,._. .... •.•. OWNER i9tt Aa�_ :Y' ,; <.. CONTRACTOR 02 bed Subsalatdsv7omEo'(weftifinedlberwemethft Sy endati+rom etlifa' I� r INho islare peteonapy Imown,to maor r>sslbave produce" ey�a�py ma or haslhave produced: ' as rd�ritiRce6on "Vs i�Q i'S L'.L__ .,iCo:rly� a31dar69oatloa Notary Public " otay Pubilc Commbston No. n No J� JACQUExQU� l n#FF tti0 U :. Thy Toy F.1.imet'�'0=01 B Name o(Notary typed,pdrtted oratamped Name of Notary . • - i . ''AbapmfaruebyCkrkaftba CbOXCosata*. _ I Itm@Nomber. ' TmcFatioNa._}��a$•B-l�QD08-[�35a Ihe.�Sl dLasbYfJwaAkelbattmpm*cmaaUOlDDemQetomhteenlpsapey,,aadm aewOnte wmswd aTLW GregIlodda 6tntaka,Poelb9awYatnlrmM(oabpeddtdmtbNOISCEOF I.. LeptlDaaipdmofpopedy"ed&ddmvtegottodk 1"IC ( 3y�- II 2 G¢aeldesaiptlmal'Impavvommb: r� h r s 1 32. .OvvnerName: e V; IIII ownerAadmsa: Q'' . mr.NDo I 3h Owna's imetestm aito O • 7a 3 1V 4 0. F¢Siple79ilabolda.(efe@�.9�m.ameed - (O Addnsa: J _ � a. CanaetarlVame t a e L °D p Addm I D'i /V e 1 u"t L A-1 m �' S. SmetyNama: -- - _ - Amomtoflaad: . '''t�,•p• Addeess• Fbonw A ' • O, 6. IRnderName .Cmbet Addteo: Fhaarc I .0 6 a' 7. Pasmwubm®aSWaofFlmlda byaw=up=whamwd=andberdwm=fsmaybesmvedaapwidedby n �; S6ahas7I3.I3(1XA)7,FM&SUMN Names ��t�ae e A„ 9&13 a 1414..'Adot Ave; Ja Ph °` Ffim K=br-- I - L InaddWoutohiltaeKOwnerdedgeaksdwfbffawingpaeontatk*aacWdt UmWaNdamasPovided( adit n( ! 713.i3(lxb).FlmidaStatmm. -x.---•-•- .._ .. .__ � - - -• ..` Nam= 'Y A Addtme: I 11 FhmeN®bw I 9. /damofN7tl�ofoammmo=mt(apka&ndaWbme(nyearfmmdatoahe midmgwtmsadi8amtdatoa WAAOR07 P®a 0OW /AANY/PAYarBJleMUZI UMUWMMAPM76QUAATiONCF=gMUCZ9FCOAO1Rf 3MOMAn r.WMERIafAO'RDPf"AYa@RSt1: MCHAPM741?ART,%-ZCRfSi9alAUDF DAS[ATDFMOMCANMDU INTOM PAYMTWMrHMDnWiEMMTSIrGYGURPROt9MM AN07=OFCDA UMCnUMMOSTBSREWRDZDAMMUMONTHE JONSiMMORBTHPBSIDEMCTI L BYOOOIIEOITOOOFADVFWANtMW CONSDLTWRRYOtRUMMORANATrOMM M"MCOMMV CMWDUORRMORMGTG RNOnMCF00MMZCnMff Sigaa eafOwaerorLaw%orowae'sorl stee'sAwhmized ger S4matmy s Tawomoo SfAiBOFFLORIDA �.,�/..� � oum-v�vrtr=QVW= PA va Thelagol s iasa®rmtw¢s.d..kdgebd,.,m4Wi 073 d y f aT0 LY 20 F S by AgFA6L T64AC-no a for • PownjWKoowf ORAYmimdMmffiacoe A L. •fypeolTdengDestionIio3umd dG• -NamylStNb - Uedttp mmftafpaft ldtaltfeM IhMt8ddmfW&t NfiMRDIpDRtatt W In LIM Mtadlaboldaytoro04pambum S�saa°ott atPeam'sgntngnbove LJOMSON ueprofapands�acm.amrueaorar�aata.rm•wts.ramam®mD MYOMMISSION R FFISS > a (,R:MTjRlClA EXPIR@S:Ileccmhul8 2018 ppig S.O'NEIL,Pn.D.PRSCO CLERK 6 CAMPTROL Y 07/Z4/201 ••1}171 8O1 3 Of 1 oR BK !61 P� 1185 p1C STATE OF FLORIDA,COUNTY OF PASCO THIS ISM CERTIFY THAT THE FOREGOING IS A . TRUE AND CORRECT COPY OF THE DOCUMEN dl ' ON FILE OR OF PUBLIC RECORD IN THIS OFFI MY HAND TIC IAL SEAL THIS incax'r""' DAY OF 2 R 'g, A COMPTROLLE *. :1887 By DEPUTY CLERK OF FLOP I III Trussway Manufacturing Inc. Engineering Department 9411 Aloom St,Houston,TX 77093 �CY�7r11wf (713)6916900 BB50 Trussway Blvd.,Orlando,FL 32824 (407)657 2777 Re: 020518RP02 The truss drawing(s)referenced below have been prepared by Trussway Manufacturing,Inc.under my direct supervision based on the parameters provided by Trussway Ft.Worth. L[No, Pages or sheets covered by this seal: R146238 thru R146239 MT16 S Q Co. My license renewal date for the state of Texas is Mazch 31,2018. �NQ�.H ate e��tr �R�j N�FS A �Cc OF /*: • �� o*- • ......... IQBAL H.A. GAGAN ..................� R 81300 �o February.7,2018 Iqbal Gagan j The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shown. i • i I Job Tm �TMnlssNTOYPTORLISS CAY Ply SAYNIEL VSD020518RP02 R01 1 1 R146238 Job Raferencei Ona Tfussway Manufacturing Inr-, Houston,TX 8.030 s Apr212017 Mrrek Industries,Inc.Mon Feb 0512:55:042018 Page i0:ee?DkHID7433sXTEfokYAzyS5S•HOUXOIOTmGu00IKT107zfaug2cWIG T-0-7 ,3.6.4 2rL7-7 2&" 7fi•7 8413 8-93 BSA MISSING 2' OF TRUSS. 4.00 F12 6cale=1525 rEACH CH'RY 2x4 SP No2 JACK SCAB REFER TOATTACHm'1102'REPAIR FACE OFTRUSS(ASSHOWN) FOR DETAILS REQUIRED. !Oct(0.14t ')COMMON WIRE g I ROWS)31 D.C.ON EACH3x4 IN ALL M17hiBFJiS. C D O B W3 N 5 A W N00 4x4= K J L I H M G 3a4= Sx5= W= 3x5= 9.60 8.7 7 Plate Mats k0-3-2 e LOADING(psf) SPACING- 2-0.0 CS1. DEFL In (loc) Udall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.72 Vert(LL) -0.16 AJ >999 240 ' MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.51 AJ a626 180 BCLL 0.0 Rep Stress Ina YES WB 0.65 Horz(TL) 0.08 G n1a nfa BCDL 10.0 Code FBC2014fTP12007 Matrix•SH Weight 141 lb FT=20% LUMBER- NOTES. (5 8) TOP CHORD 2x4 SP No2 1)Wind:ASCE 7-10;Vuit=110mph(3 second gust) ,FIELD REPAIR DETAIL. BOT CHORD 2x4 SP No2 Vasd=85mph;TCDL�.OpsF,BCOL=S.OpsF,h--Z%CaL WEBS 2x4 SP No.3 E B E 11; xp ; neL,G (envelope)BRACING- CP".18;MWFRS( pe)gable .WCKTRUSSUPWflHT81PORARYSHORING TOP CHORD end zone and C•C intedor(1)zone;cantilever left and TO A ZERO DEFLECTION PRIORTO REPAIR. right exposed;C-C for members and forces&MWFRS PROVIDE TEMPORARY SUPPORTTO HOLD Structural wood sheathing directly applied or 2-5-3 cc TRUSS MEMBERS IN PLACE DURING AND pudins, except end verticals. for reactions shown;Lumber DOL=1.60 plate grip UNTIL REPAIR HAS BEEN APPLIED. BOT CHORD DOL=1.60 Rigid ceiling directly applied or 2-2 0 or bracing. 2)This truss has been designed for a 10.0 psf bottom Tills REPAIR IS BASED ON INFORMATION WEBS Chord live load nonconcurrent with arty other live loads. RECEIVED FROM CUSTOMER. 1 Row at midpt F-G,E-G 3)Provide mechanical connection(by others)of truss to iT IS THE RESPONSIBILITY OF THE BUILDING bearing plate capable ofwtlhstanding60lb uplift atJoint INSPECTOR&CONTRACTOR TOVEiIFYTHE A and 142 lb uplift al Joint G. ADEQUACY OFTHIS REPAIR TO MEET REACTIONS. (IhiSaB) THE FIELD CONDITION. A = 1055f03-8 (min.0-1-8) 4)This truss has been designed for a proving concentrated load of 50.OIb dead located at all mid G = 1055/033 (min.0-1.8) THIS REPAIR DOES NOT IMPLY THAT Max Herz panels and at all panel points along the Top Chord and THE REMAINING PORTION OF THE A = 245(LC 8) Bottom Chord,nonconcunent with any other five loads. TRUSS IS UNDAMAGED.THE ENTIRE Max Uplift 5)NOTE: Refer to the attached Trussway Notes, TRUSS SHALL BE INSPECTED TO A = -60(LC 8) Appendices and T-1 sheet for more Information. VERIFY THAT NO FURTHER REPAIRS G = -142(LC 8) 6)NOTE:All truss and component designs utilize ARE REQUIRED. manufacturer published connector design values and FORCES. cab) rules-writing grading agency published lumberdesign r, Maximum CompressionlMaxbnumTcnsion values all in accordance with truss design software TOP CHORD requirements and the applicable edition of ANSIlTPI 1. A-N = -25401140 B-N = 2487/151 Where Southern Pine lumber Is specified,Supplement B O = -2258/106 C-0 _ -2194H16 No.13 to the 2002 Standard Grading Rules for + � C D = -1133/20 D-P = -1124/31 Southern Pine Lumber and its provisions and i P'(••,,••F�g� E P = -1017142 E-Q - -8110 appendices shall ig FQ a 26M F-G = -153153 7)NOTE des The truss design accounts for IBC Section � 5,• �'.� BOT CHORD 903.3.1 and NFPA13.NFPA13R orNFPA1SO .................. A-K = -345i2361 J-K = -US12361 compliance requirements relating to a 250 LB short term(od=2.0)Installer load to be supported at a / J-L = 232/1673 I-L _ -z3211573 / I Q B A L H.A. GAGA N hanger point on top dmrd or by two misses on bottom H-I = -2 H M = -1181784 chord,rum-concument with other llve loads WEBS_ -1 IV84 3 61784 8)NOTE The seal on this drawing indicates acceptance 81300 O.•'�rv's B.1 = -421/142 GJ = 271724 cfprofessionlengineeringresponsibility,soielyfo •rthe Q�O� /CENs�• GH - -7791167 E-H = -141766 truss component design shown. E-G = -11W169 NAIL February L February 7,2 18 ®B'ARMING-VemYdaslgnparametmawmDHomsox NISANDOJcumimu wcRamwwCEPACEMN.7/T MMREUSE Engineeft Dep2fterd Design ve4dfor use only WAh Mrrek osmedam TWs design Is based oNy upon parametem shown,and Is for an tndNWual bullft=Tq=ent 9411 Akom SL tcabl ofd etere end oongroneat rasparr9blary uitdmg grter-not buss a HoustotgTX7ra>Ki App1 rdy esign partun pmperintarpmatlon of is ofb desi designer. raring ahamn (n3)B316M IsrorlatemisuppaM1of4ldMdisdwebmemhateonly.Additlmmltempararybtadngminsmestab0ltydudngeansficctianislherespotrsib➢ityofaw amdor.Adddiwml pertnenent brecNg of Na overaa sbuGum U lha resporrst60iry ddre buMMg daejgner.For general gufdanrxr tegmdbg Oda o R.32 4 fabdcation,quaHry oonbd etomga,de etacdon end bream,oor�svit AHStRPIt Qualay Cdtede,DSBa9 and B1;St1 Building Component ��e' 8afey IsforwUon aval).eple tromTNss Pula Insinula,563 D'Deotdo Ddae,Madison,WI 53716. (40n 8S7 2M i f Job Truss Truss Type Qty ply 020518RP02 R02 MONO TRUSS 1 1 R146239 Lb o onall Trussway Manufachldng Inc,Houston,TX 8.030 s Apr 212017 MTek Industries,Inc.Wed Feb 07 09:1217 2D18 Page 1 ID:ee?DkHflD?433SXTEfbWAtySSS-Vvm9HON6304Uu5CPkhS54Xdfs000yW UI WjOwmaBi 7-9-0 13-6-0 i 1S-" 7-J-0 5-9.0 i Z8 0 ex12= Scale=1,309 REFER TO ATTACHED 'R01" REPAIR C FOR DETAIL REPAIR REQUIRED. N 2x4 II 4J70 12 M D i 1 Jix4\\ B T L 4 A I H G J K E 34% 3x5= Sx4= F SxS 1.5x4 II 13-6.0 17-5.9 a-o-0 4-2-8- Plate Offsets 0,24 0-1 LOADING (psf) SPACING- 2-0.0 CSL DEFL in Poo) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.16 A-H >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -DAB A-H >347 18D BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 F n1a n/a BCDL 10.0 Code FBC2014f1P12007 Matrix-SH Weight 88 lb FT-20°A LUMBER. NOTES- (6.9) TOP CHORD 2x4 SP No2 1)Unbalanced roof live loads have been considered for �LDPAIR DETAIL. BOT CHORD 2x4 SP No.2 SP this design W WEBS 4 SP •Except 2)Wind:ASCE 7-10;Vu1t110mph(3-second gust) JACKTRUSS UP WITHTBWORARYSHORiNG 4:2x4 SP No2 Vasd=85mph;TCDL=SApsF BCDL�.Opsf.h=25R; TO AZERO DEFLECTION PR10R TO REPAIR. BRACING- Cat.11, PROVIDETEMPORARYSUPPORTTO HOLD TOP CHORD Exp B;Encl.,GCpi=0.18;MWFRS(envelope) TRUSS MEMBERS IN PLACE DURINGAND Structural wood sheathing directly applied or 4-10-5 or gable end zone and C-C Interior(1)zone;cantilever left UNTIL REPAIR HAS aEEN APPLIED. pur ins, except end verticals. and right exposed;C-C for members and forces 8 BOT CHORD THIS REPAIR IS BASED ON INFORMATION MWFRS for reactions shown;Lumber DOL=1.60 plate Rigid tatting directly applied or B-0-0 cc bracing. grip DOL=1.60 I RECENED FROM CUSTOMER. 3)This truss has been designed for a 10.0 psf bottom iT IS THE RESPONSU30M OF THE BUILDING chord five load nonconcasrentwith any other lire loads. INSPECTORS CONiRACTORTD VERIFYTHE REACTIONS. (Ib/slZe) ADEQUACY OF THIS REPAIR TO MEET 4)Provide mechanical connection(by others)of truss A = 474l03-8 (min. �THE taaDCONWiION. F = 92210.3-8 (min.0-1-8) to bearing plate capable ofwhitstanding 39 lb uplift at Max Horz joint A and 99 lb uplift at joint F. j THIS REPAIR DOES NOT IMPLY THAT A = 102(LC 12) 5)This truss has been designed for a moving THE REMAINING PORTION OF THE concentrated load of 50.01b dead located at all mid Max Uplift .TRUSS iS UNDAMAGED.THE ENTIRE A = -39(LC 12) panels and at all panel points along the Top Chord and TRUSS SHALL BE INSPECTED TO F = -g9(LC 9) Bottom Chord,nonconcolrrent with any other fire loads. VERIFY THAT NO I URTHER REPAIRS Max Grav 6)NOTE Refer to the attached Trussway Notes, ARE REQUIRED. A 501(LC 23) Appendices and T-1 sheet for more information. F = 922(LC 1) 7)NOTE Ad truss and ccmporrentdesigns utill'as manufacturer published connector design values and FORCES. (lb) rules-writing grading agency published lumber design values all in accordance with buss design software Maximum Compresslon/MaximumNension requirements and the applicable edition of ANSI)PI 6�� TOP CHORD s �OF ]' Q A-L - -819169 B-L = -746181 1. Where Southern Pine lumber Is specified, B M -005/81 C M = -03B/77 Supplement No.13 to the 2002 Standard Grading = -866/148 C-N = 2y31 Rules for Southern Pine Lumber and its provisions C-F D-N = -SW25 D-E = -131/43 d and appendices shaft apply. *CHORD .................. *. A-1 = -1321718 H-I = -t321716 o© 8)NOTE The truss design accounts for IBC Section ..............803.3.1 and NFPA13,NFPA13R or NFPA13D -I I p 1QBAL H.A. GAGAN F _ _ 172 compliance requirements relating to a 250 LB,short / ...........•....... H - 15� a -�q�/ term(cd--?_0)installer load to be supported at a -0. 81300 E-K = -145169 hanger.point on top chord or by two trusses on sa�o.C/ �O. bottom chord,non-conclment with other fire loads. u B-HBS = -4511143 C-H = 81/828 9)NOTE The seal on this drawing Indicates p�lC�ps OE N S'0 V C-E = 4111M acceptance of professional engineering responsibility eK&IO A`_d� solely for the truss component design shown. 4d February 7,2018 0 WARNING-vkvVdwavpwametmandRFADNDMSONMMmDOCLUDwmrgcREFEII wwpAGEYGwmmg:omusrm j Engineeft Department Design vald faruse cnywM M9rek conneedom This design Is based only upon parameters shown,and Is for an Individual h 0durg component. 9411 Mmm SL Applobi@y of design parameters and pmper Innowma0on olmmpmrcol is respvnablGry of Mding designer-Mbuss designer.aramg shown Hmmton,Tx 77093 is for lateral st4W4d kp"dual wab members ady.Adiftnai temporary bradrQ to Insure slabSdy dudng conaVUCdan is the mspoasNW ofthe (713)691 a= erector.Additional penwont bmaing of Uw overe0 et uchm le Me rmpvnsibl w ofthe butldng designer.ForgenmW guidance r¢�dng �T�''�aw' fabricator,quarryoantm�s�torage,daIiW omot;on end brachkg consuls ANSerP11 Quality L4lteda,OSa�9 and va l aWiding Component OdarMq FL32M Safely hdormation la fremTnss Pieta Indlhrte,l,63 D'OnoMo Ddue,M7adLson,1N153719. M 8572M Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 41 �4 •Center plate on Joint unless x,y Damage or Personal Injury offsets are Indicated.Inft. I S 4 S _I dimensk ns shown In ftan�l#eenths ' Dimensions ere in R-in-slxteentha. III 1. Additional stability bracing for truss system,eg. endlaearrerly both sides of trusa diagonal orX-bracing,Is always required.See BCSI-B1. 2. Never exceed the design loading shown end never 0-1 6" 1 2 3 stack materials on inadequately braced trusses. a TOP CHORDS caa 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and WEBS 4r 4 all other interested parties. _ �i '� 0 4. Cut members to bear UgW against each other. •For 4 x 2 orientation,locate v y,J' plates 0-V from outside allN a 5. Place plates on each too of truss at each edge of truss. r o Joint and embed fully.Knots and wane at Joint BOTTOM CHORDS locatl�I are regulated byANSVTPIi. •This symbol indicates the B 7 6 5 6. Design assumes trusses will be sultaby protected from required r plates.olrection of slots In the environment In accord with ANSVTPI1. 7. Unless otherwise rated,moisture content of lumber Plate location details available in MITek 20120 shall not exceed 10%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMSERED/LETTERED CLOCKWISE I AROUND THE TRUSS STARRING AT THE JOINT FARTHESTTO 8. Unless expressly noted,this design Is not appih able for PLATE SIZE THE LEFT. use wfth fire retardant or preservative treated lumbar. CHORDS AND WEBS ARE IDENTIFIED BY ENO JOINT 9. Camber Is a non-structural consideration and Is the first dimension Is the width NUMeERsnXTTERS. responsibility of truss fabricator.General practice Is to 4 X 4 Perpendicular to slots.Second camber for dead Toad deflection. dimension Is the length parallel to slots. 10.Plate type,size,orientation and locatlon dimensions CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING " 11.Lumber used shall be of the spades and eke,and Indicated by symbol shown and/or BOCA 96411,9543,96-20.1,95.67,8432 in oil'respects,equal to or better than that by text In the bracing section of the epedtied. output. Use T.I or Eliminator bracing 1090 4922,5243,5363,3907 12.Top chords must be sheatihed or purtins provided at If indicated. spacing shown on design. SBCCI 9667,9730,96D4B,9511,9432A , BEARING 13.Bottom chords require lateral bracing at 10 it.spacing, or lass,If no calling is Installed,unless oUharwise noted. Indicates location where bearings (supports)occur.Icons vary but 14.Connections not shown are the responsibility of others. reaction section Indicates Joint number where bearings occur. �0 15.Do not cut or alter truss member or plate without prior approval of a professional engineer. ia.Install and load vertically unless Indicated otherwise. Industry Standards: MI Tek® ANSVMII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-B9: Design Standard for Bracing. g BCSI1: Bulkling Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate MITek Engineering Reference Sheen MI-7413 6 2004 MITOW Connected Wood Trusses. I II I � s i CITY.OF / / fit BUILDING ZEPHYRHILLS i DEPARTMENT _ OF ADDITION OR CORRECTION D • NOT REMOVE ADDRESS DATE PERMIT Gi` lj �1 ���aC 1}v Z_ /9-26 THIS JOB HAS NOT BEEN COMPLETED, The following additions or corrections shall be made before the job will be accepted. YA -NG , r z �I It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR