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Home My WebLink About10193919 - PlanEOG Special lnspection 14266 BEAVER ST . SYLMAR, CA 9T 342 eogspe(ialinspection@gmail.com Cell: 818.429.8238 !NSPECTION SERVICES D""08/15/18 EOG Filâ‚¬ No.Repo( No TYPE OF INSPECTION REOUIREO D Rcnlonsd Co.rcrlic E Prcstre3s6d co.lc.lte E Rc'nrorcad Maeonry E Sbucrud Sreâ‚¬l E Fire Proofing fl strotcrete lil rcoo co.'r,,ao E Drlled In Ancnors E oflc. 1108 W Orange Rd Cily Santa Ana "'-n *o 10193919 't"'d BY sanla Ana rvpe of sI,d"e New Addition Malerial Dâ‚¬sc.iplion (typâ‚¬ gradâ‚¬, source, elc.)Ens nee' Brendon chad Bach contr"do' EC Precision lnsmclor's Nm. - .. ^' EnK UTOZCO TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARXS ON SAMPLES Providsd visual inspection of wood construction as lollows: 1) Obsorvation ol shear wall nailing @ shear walltype 2, 3, 4 p6r schedule. EN,BN @ 4", 3", 2" o.c. Fn @ '12" o.c. Hardware pâ‚¬r schedule. see shear wall schedule on GN. Using 10d common nails, struc'tural I pl!^vood, Douglas lir #2 tor wood members. SBe plans at First and Second Floors lor locations CERTIFICATIO?{ OF COTPLIAI'ICE ALL VIORX LISIEOABOVE V1AS IITSPECTED r'S REOUIRED AY ftE APPROVEO PIAN. SPECIFICANONS, AND GOVERN1NG CODE ES fl \^oRK DoES Nor co PrY DOC LADBS Registered lnspector's Daily Report Tâ‚¬STS PERFORIIED INSPECTION SU f{ARY- IOCATIONS OF l/\,ORK INSPECTED. TEST SAIIPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARXS ETC INCLUOE INFORMATION AEOUTAMOUNTS OF MAIERIAL PLACED OR 1AORK PERFORMED, NUMBER A TYPE OF TESI SAMPLESTAKEN. STRUCTURAL CONNECIIONS 0r\ELDS MADE. BOLTS TOROUEO)CHECXEO ETC E s.cxo^saor, g druâ‚¬rcJoâ‚¬ u *E*EoFâ‚¬Rutr aaZ REvlâ‚¬\dâ‚¬o fpiowD pllr *VEV/ED sPacFunots Dtrtr QUALITY CONTROL CHECXLIST TIME IN TIME OUT REG HOURS O T HOURS SAMPLES 4 All rEp*tor b...d s a 6.'mun oa a h@E rnd @d tt hoqs - 0 ho(E m.muh th. ns9.cru '3 .J.d ro . prqc.t d rc wt '. pdlqm.<, . rro h@r mMufr chdlcwllb. rdâ‚¬d Plâ‚¬s v..4 O C Ctu<r,'.r II wc ENTS PO23674 A6â‚¬NCY co nNUEo oN NExr PAGE E I E I p GE_ OF _ tr Structural Observation Report Form PublicWorks a STRUCTURAL OBSERVATION means the visual observation of the struclural system, for general conformance to the approved plans and specifications, at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by Section 'l 10, 1704 oJ olhâ‚¬I s ctioll gl lhe Cqqe. This report includes all construction work through 1ru .? .- Reoort No. f days of $NE , zd!. eage No:l-;[:-!- OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS Remarks: F.to f APprlc AGL â‚¬. SLAA REieL AcgU_ DoE Io_Erâ‚¬LS rr ,.JO, f, .r. o Et_ I DECLARE THAT THE FOLLOWING ARE TRUE TO THE BEST OF MY KNOWLEOGE '1. I am the enginoer or architect retained by the owner to bs in responsible charge for the structural obseryation in accordance with the râ‚¬quiremâ‚¬nts of the County of Orange.2. l, or another Engineer or Architect who I have designated above and is under my responsible charge, has performed the required site visits at each significant crnstruction stage to verify if the structure is in general conformance with approved plans and specificationsi ST OBSERVER OF RECORD PROJECT ADDRESS:/,oc N. oRAd(,.â‚¬ &D. SA,..rt q 4*rA STRUCTURAL O RECORD (SOR): BSERVER A. 6,r OF rcH SOR PHONE NO.:qoq Sbgqq tq Building Permit No Strucluraf Observation performed by: A. beltcll Observer Professional Lic./Reg No.: CBts,?9? Observâ‚¬r Phone No.aqoq sb:. lqtq FOUNDATION WALL FRAMES FLOOR PORT]ON OBSERVED, IF NOT WHOLE X FootinS, Stem Walls tr Concrete El Steel Moment Frame E Concrete ,A\rirotr GoLTs( Mat Foundation tr Masonry E Steel Braced Frame tl Steel Oeck 'A*tcifoA c-ooS ! Caisson, Piles, Grade Beams D Wood D Concrete Moment Frame fl Wood . E,,REN. DEPTN f] Râ‚¬taining Foundation Hillside Special Anchors I other:E Masonry Wall Frame E Others E Olhers E Others EIP MARCII 3,, A I cN c 8 3 3 4 7 * SS 300 N. Flo.tâ‚¬r Strest, Santa Ana, CA 92703 P.O. Box 4048, Santa Ana, CA 92702-4M8 Revised 10/m15 TE www.ocplanning.net P:714.667.8888 I F: 714.667.8885 ocpcustornercarg@ocA,y.ocgov.com I I EOG Special lnspection 14266 BEAVER ST . SYLMAR, CA 9T 342 eogspecialinspection6rgmail.<om Cell: 8l E.429.8238 INSPECTION SERVICES D'"05/30/1 8 TYPE OF SAMPLE SLUMP OUANTITY IN SET ADDITIONAL RE}IARKS ON SAMPLES Provided visual lnspection ol DIA as tollows 1) Observation ol tolal 40 #4's rebar dowel connection into existing looting @ 6" min embed. 2) Observation ol total 26 AB',s 5/8',dia all threaded rod embedment into existing fooling per details 7' min embed. Holes were cleaned and brushed with air compressor. Using Simpson Set XP LARFI #25744 epoxy. See Foundation plan for all locations and details. CERTIFICATIOI{ OF COTPLIAIICE ATT WORK LTSIEO A@VE V1/A5 INSPâ‚¬CIED AS REOUIREO BY THE APPROVED PLAN SPECIFTCATIO'{S AND GOVERNIXO COOE TIME IN TIME OUT REG HOURS O T HOURS SAMPLES 4 all Fcrdr b$.d 6. msrllM ora hoo6a6 oaa r&6' 6 rE nrir@ rl tE ..c.do. .s c.rl.d io r Fq.d lrd D 6t G p..tormd a lwo ho!, mnhum dE!.r{ b.4cr.d Pl-E Ert a C Crk&sr $oRx coMPLrEs wllH n $oRK ooEs Nor corrpry lppaovEo oocuuerts - - . fnl fi,ilp srGNAruREoFREG,srEdl9/i6"9otY j7 DIA' ' 1023674 r LADBS Registered lnspector's Daily Report EOG File No.Repon No. TYPE OF INSPECTION REQUIRED E R.nforcGd co.tcrâ‚¬r6 E Prâ‚¬nrB!â‚¬d cooc.er. E Rcilllorccd Ma3onry E $rucrud Slecl E F*r Proofino E SMcrorc E woa c""grruai. E Dritbd h Anchors E olh6r P,oFcr Addr*s flog w orange Rd ctv Santa Ana Ploâ‚¬cl NaftE - .-' Hesroâ‚¬nce o"-'t 'o 2016-131617 l"t'd 8Y sanla Ana ^dd* Ec Presice Malenal Descnpl'on (lypâ‚¬. grade sou.ce elc )En9'neer Simpson Set XP LARR #25744 c-r"do' Ec Presice 'n"rt*" ""'" Erik orozco Subconlractff - . ^EO UrUZ TESTS PERFORMEO INSPECTION SUMMARY. LOCATIONS OF V\,ORK INSPECTEO. TEST SAMPLES TAKEN, V\DRK REJECTEO, JOB PROBLEMS, PROGRESS. REMARKS ETC. INCLUOE INFORMAIION ABOUTAMOUNTS OF MATERIAL PLACEO OR WORK PERFORMEO, NUMEER & TYPE OF TEST SAMPLES TAKEN, SfRUCTURAL CONNECTIONS (WELOS MADE, BOLTSTOROUED) CHECKED ETC E c,EcKEo.wn,c,n u ollirc,oJos @ c*ccxroernrn E REv'E"rEo ^'movEo Pu,r E Râ‚¬v,clrâ‚¬o sPEc,FE,,o,,s E REv'E'cDmEvoJs*PoRrs fl rcsrernronuro een sercs tr cGFEcrNoor$r4â‚¬s D s.{P,E6s'oREos^FEd tr c^tLED,NwP,EsroRercruP tr ^!LDâ‚¬F'C'ENC'EsNorEo OUALITYCONIROL CHECKLISI tr.** AGENCY CoNTNUED oN NExrpaGE El I Structural Observation Report Form PublicWorks J STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specifications, at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the insoections required by Section 1 10, 1704 or other sections of the Code. rhis report rncrudes ar constructon work throush 8th o"y. ot SEPT ,!3i31|3" *i-r--r- PROJECT ADDRESS: 1 108 W, ORANGE ROAD, SANTA ANA, CA STRUCTURAL OBSERVER OF RECORo (soR):B. BAICH SOR PHONE NO,: 909 568 9919 Building Permit No.Structural Observation performed by: B. BAICH Observer Professronal Lic /ReoNo C 83.347 Observer Phone No 909 568 9919 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR PORTION OBSERVED, IF NOT WHOLE E Footing, Stem Walls E Concrete E Steel Moment Frame E Concrete FINAL OBSERVATION: SEISMIC ELEMENTS TIES, STRAPS. SW NAILING HOLD DOWNS ROOF DIAPHRAGM, ETC, E Mat Foundation E Masonry El Steel Braced Frame E Steel Deck fl Caisson, Piles, Grade Beams m Wood E Concrete Moment Frame m Wood E Retaining Foundation Hillside Special Anchors E other:Masonry Wall Frame E Others E Others n Others Remarks NO DEFICIENCIES c 8337 I DECLARE THAT THE FOLLOWING ARE TRUE TO THE BEST OF MY KNOWLEOGE 1. I am ule engineer or architect retained by the owner to be in responsible charge for the structural observation in acrordancâ‚¬ with the requirements of the County ot Orange. 2. l, or another Engineer or Architecl who I have designated above and is under my responsible charge, has performed the required site visits at each significant construction stage to verify if the structure is in general conformance with approved plans and specifications, 09/08/18 SIGNATURE S'I'AMP OF STRUCTURAI- OBSERVER OF REC]ORI) 300 N. Flotrâ‚¬r Slreet, Sanla Ana, CA 92703 P.O. Box 4048, Santa Ana. CA 92702-4048 Revised'10/20'15 DATE www. ocplanning. net P:714.667.8888 I F: 714.657.8885 ocpCustomercare@ocpw.ocgov.com I I I I I GEO CIVI I l5@ 2t6th Street #l l8 Lakewood, CA 90715 Phone: (562) 619-8243 Fax: (562) 809-0064 E-mail: geocivileng@aol.com FIELD INSPECTION REPORT ADDRESS:loE w. 0ir^lqâ‚¬ LEGAL DEScRIPTIoN:) ,Daf OCa-frI - DATE JOB NO. shtltt - t2l. CLIENT: TYPE oF lNsPEcrtoN:UNOarT?tN tNQ cuf) tt Bt' CoMMENTS:nfi,"uIs "8r'lrv tut n\ r'x Ct 11 ^lL4REFERENCE REPORTS: .t ?c-,a, (( .1 ,5 ca rn ar*\/6 cD- I Ot^b4 I BY: R.C.E. ExP. tu! (Signature) I INSPECTED BY: v)l *wr, *rcrt' afu orL, At)t a 7?lt'cdu LT J ,art ft*1,trJn - tzl .l 6 t/?1 .n,LZ t GEO CIVI I1509 2l6th Street #l l8 Lakewood, CA 90715 Phone: (562) 619-8243 Fax; (562) 809-0064 E-mail: geoci vilerg@aol.com ADDRESS: LEGAL DEScRIPTIoN: FIELD INSPECTION REPORT w 6t{DATE JOB NO. o l, Z CLIENT:TLt1t5 q3pLfrl*s TYPE oF lNsPEcrroN:A CoMMENTS:t'y'.tt rlv olr '12,. t3'l t sut Qtt t tq trt,tEJrt tl s1 l*lot T C II IL DN zl h? -t ?J)M f, at lltr*) tol r I T wl C9n I t BY: R.C.E. ExP. Wul (Signature) I l INSPECTED BY: tfi il a,tt 1 .t t. vL \',!*,r' a ri l..t .l.,t i ^r)I:1 , REFERENCE REPORTS: qlstt, 1108 W West Orange Rd santa Ana, cA 92706 714-366-1353 o la nda Gonza lez r/zrfn ,.r4t Dear Ms. Gonzolez, I am writing you in regards to construction permits issued as "owner -builder" at this address There are several projects with permits issued including a pool and also two additions. With exception of a few inspections made for the pool work, NO inspections have been made on any of the other permitted work. I witnessed the extensive construction proceeding on 119/L7 and left a Correction Notice that inspections must be made and that this was an immediate situation. To this date, no inspections have been scheduled. It is the responsibility of the permit holder to request inspections as work progresses and prior to covering such work that must be inspected. Please see the referenced portions of the California Building Code addressing these issues-they are at the end of this letter. A STOP WORK order is hereby issued and no further work may be made on this address until inspections are scheduled and any covered work exposed for inspection and then corrrected if corrections are issued as a result of such inspections. Attached is a print-out of the permits issued to this address, the nature of work, and their issue date. Also attached is a print-out of the total inspections made at this address-only 4 inspections were made in 2014 for the pool permits; additional inspections must be made on the pool. Mark Smith Combination Building lnspector City of Santa Ana msm ith @ sa nta-ana. org 7 L4-647 -5845 sEcTroN 110 INSPECTIONS IAI ll0.l General. Construction or work lbr which a permit is required shall be subject to inspection by the building offi- cial and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be conslrued to be an approval of a violation of the provisions of this code or of other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not be valid. lt shall be the duty of the owner or the ol+rer's autho- rized agent to cause the work to remain accessible and exposed for inspection purposes. Neither the building officia.l nor the jurisdiction shall be liable for expense entailed in the rcmoval or replacement of any material required to allow inspection. lAl lloJ HlDlo.r) hrFctloo. Bcfrrc irsuing a pc'mit. lhc buildint ollicial is irutlxrizcd lo crrmirE (x c!u\. to b. crlmirlcd buildirlss. rtructurts .n.] sikr f(,. rhich rn applt] ti(,o ha hxn flc.l. lAl llOJ Rcqulrd hsFilom" Thc builing offnral. ug.n rdilicalioo. rhall nurtc ]hc inspcctitmr lsl foirh in Scr'ti(xl\ I lO.t.l thrrlttgh I lO.3.lO. [A! lloJ.t foorlnS rnd louadrtloo lrpccdoo. Rxring arrl (ounlarioo insp<tjli(xl\ rhall bc n|rl lftcr cr('!v!tioo\ ftr frxxing:i ar complctc !fiI any itquirtll tEirfq!..in8 stccl is in pl&'â‚¬. F(r r'orxrtte frxrlrluions. .!ly Gqui.rd ftrrn. shall bc in plr('c prirx to inspocrirn. Ilercrials f<r 0E frxr.xLdoo rh.all b. oo fic i$. crccg rrt*rr cqrrttc i. rrdy mircd in occrrrlant'c *ilh ASTII Cr}l. rhc can- (rflc nâ‚¬ct tr)r ba oo r j($. lAl tloJj CoGrrlc rlab ud uldcr.floor hsFtloo. Cql(rtlc drb .rr, udcr-lkry ittsF'tiq!\ rlrdl ba ]tEl. tc. io-lLb d urxl(r-0rxr riaf-.-ing stctl lr, builling rc.rl irr cquiprrrat. corr.luit. lping rccssricr al! ottrr arrilluy cquiprrnt itcmr arc in plxc. bur b(frrt lny cdr- crtc ir plucd rx flrxx shcathing installal. iululirg thc rubnrxr. lAl I IOJJ lrx6t n@r clcartloo. ln fldr, h.zard rr!a\. uFxt plirccnEnt of Uts krwcsl fl(x)r. iDcluliry th. b{.- nBnt. a(t Filx to fudhar rcdi('al cur\tru('ii(rr. 6c cLv.- tirh ccnificriqr ttquirtr.l in S6ctirx! 1612-5 itldl bc rubmittcd lo thc building offrcid. lAl IICJJ Fnc lrfctloo. Frarniag inspctrnnr rlull bc rnr,c lfla lhc nxrf dGck (r slEathirB. .I fr&drB. fur- blrx'tin8 alrl br&ing rlt io pL&.r rl piFr. rtrirrrys ed rtnlr ao bc ceccalil u! crftrPlctc ad tha nl|th clâ‚¬drt.L dumbin8. h.aling *irR!, ,ipc:i rd duc'rt rrE m)rcd. l r0..t.Ll IHCD I I lhiltr,n co cr, ..riflrdb.. Itoittur. c.',t.nr of f.omia j nrmb<a td,ll b< vrificd ia a<'conlur<t rrith thc Caliloaio Grcca Etilding Sua- dordt Colc (CALGnca). Clap,.r 1. Dititi.n 1.5. lAl lloJJ trtt SfrpcuD bard !!d !,'Fl!D F!.1prodxt hrFcd6" LrlL SyFum hrord ead gypum paocl Fqlll.l in\F*ti(xs rh.ll bc rnd. .frrr lrhiog. gyp rum boIrl rtr, typrum FIEI Fulrr.ls. intcri(r .,ll crk- ,irr. lrt in pbcc. b b.fdr .rry pla{c.in8 ir ryplial rr tyFum b!,rl ux, tyFum pilttl prullx'l Fiols .Dd f:r} terErs e,r lrpcd r!r, linirhal. lircrploo: Gypsum brril orrl tyFum prlll Fxir1\ thd ert lDl p.,l of ! frE-rRrirtlrc-ntcd rsa,ttbl, q . shdl, asrmbly. lAl llOJ'6 nrF sld r@tc'trCarot Frrdlc. Prdcctiqr of idnls ull FrErn ions it| ftrc-.6irtal!^.c- rrtcd l$dmblics. srxrtc barricni alrl smotc perri&nr rhdl lxx bc co(r:calcd fn fi vicrr uatil insFcicd rotl rpForcd. lAl ll0J.7 EErEy cfllckry l6D.clloos. lavctriur\ sh.dl bc marc lo &rcrmirE complilttcc sith clrapttr ll rl shall irr-.lu,c. btrt |xx bc limilci, ao. iaspccrios fc: covclopc ir[uhairro rt- atrl U-vallEs. fctE:rrlriqr U-vdlr. ducl systcm fl.vallrc. rfil IIVAC rtrl rlt r-lErtirt cquip nEol cffrcicrry. 20r6 calrFoRrrl EurLat{G cooâ‚¬ l^l ll0J, (xicr l6F{o6. lo dlitirn to tlr ia:pas- titnr spocifrd io SGcd.ns I lo.3.l thrugh I lO.!.7. 6. biildint olr(id is authrit(d to nulc (x ,quirc dh.r insFcti{Iar of rn} colruE*ti()l! $(r1 to .r'crrrin crrtplt. arEr sith tha Fovi$dtr of thi\ cqlc aarl ottrr brs rr .'t cnf(rlrd by Uts dcpdrrEnt of buildin8 safcty. lAl t 10J., Sp.cfd Frx sptr'id irrrpcrrinr- !.c clugact 17. lAl ll0J.l0 fhd bFcrioo- -Ifr finrl itlrFx'rirt lLrll b. rtl:l'L tcr dt r.(rt rcquird by ttE buifriit Ff'tur n <rxnplctal. [Al llc3,lo.l Flood h.z.rd dcuc.rrdoo. lr l4rtcd itt a lktrl hrard ercr dr1rt!tsourir d ti. cLvain of lt. k*cJ llur er .EgirErl in S.crto l6llj slEll b. rubmin d to $. buildiog offl(id pir lo rh. frnd in+.criql l rAiJO2 lrlCD ll Oecntba.d rri.r.-x. ru- a.L A, th. tirn ol lit'/,,l iatpc<tiat o .@tud. try', dir. r'cL&scd tlcrca<c or otkr rrdia rtcpt& a thc calotriag agar<r ull bc pltcd in tfu hiUiag ie ucot*mcl, lrith thc Colilomia Crcca Etildiag $ot. hrdt Cdc (CAl,Grtcrr). Clurpt.t t. Dititi.r. 1.1. lAl IIOJ lcpcctloo .*Frl6. It buildia6 olfrial ir a rrizcd ro a'(.cF lcFrt\ ot ap,p.rrrcd irl\pccrr6 r6rEE1. p.oriln, $rh rsco('ic! ratiJy Orc rrquiG.rEaL! lr b qurlifF c.lir.ral .d .Rlirt alily. lfl llOJ h+cafo! tlqo6t5. lr sh.tl bc rh. dry of li. b*Lr of lh. boiuirt Ffmn 6 $cn ddy luth(rircd .â‚¬rd b raify thc boildiog offrial rtE.n tr'(It ir Gdy f(r iry.cri!. h rhdl bc ttr rtuty of dtc Ftmlt lrrllcr to Fotil rtcs r> eod rreos fc insgctrirnr o[ rtr-h rrrrl th.t.r.tr1rrirql bt thii cqlc. lAl tl0.6 Approvrl rlqul'cd. W(rt rlr.ll Dr bc dE bctxr, tha Fiot in !*L.tcd in ceh srEerssitc iarFcrnrirLrI firsl ob{dniat lhc 4rFutd o( th. brriuilt orfEid. Tha boiUiit offrid. uFn lrxifrcetixr. rhJl E ilc tL rtqrrscr, irFclinr .trl ih.ll ci0Er iali'L tlr. F.ri- o( rlr crxunrrixr thl is rarirfiroty rs curplaal c uify lh. F.mit hol&r G hir c lrr egcat *lxrrio th. r.c a.ilr to cunply *ith thir cclc. Any gnicrs thar do mt cooply Odl bc crrretra! ul qrch portrrn rhdl ma bc cotctlrl q c@- cr.r.d urdl .llth(rizcd by tht buildiog offriel. sEcTKr lrr CERTIFICATE OF OCCUPAT'CY lAl llt.l Us. ud a(lFlcy. A builliog G tlrll'rur! tull ur bc uicrl q Eculi.rl lrd. chatltc itt tlE c1;oict usc c I(x\-up.ocy clrtriftcdin of e builling c un.f-ru'E c grrin drlro( rhdl nd b. rndc. utttil $c buiLlirt o{frid hs isuEd . ccrrifrcdc of occupr\y ttE,lfq ar protila, b.r6!- L$.&r of a cqtific& of q\up{rry rhdl urr bc qbrnrd &\ an en vd d r virlrriur of tha F,r isinr of, tiis culc c of db.. (Irli!r&:ct o( lh. juridi'ti.n. Eratpaloo: Ccniftcrtcr of occupurl lrr Br n{.rlrtr] fa *rrt.rcmpl fro.r! F.mitr in ranrdrx'. rith S.L-ii! r05.2. 3r r3 GooEGtlu-E o. N -.i e-e. t. tL".r j .l BAICH STRUCTURAL ENGINE IN b Q Aporf a Corort tl oal lhl! utah a fl! thr Tha l'-"' o R+ad o 5 trllrtrgtls f;a*t .r-/Q>/-- t t+ir-tgfl fit'2- AI.*ffitffiJ # ${trfiit ilI H $fitlt *ttfn /[ Ui n H a c llt '1/IilsE &tu Jri+rl usid3 flsir -5lI{xIEt-!l {tiililr E ot,An1n , ,.tr T e I h I T u t--t I ffi I I IlIt I I11 I ulH -t II.1.,,) rifi shrl 99-l 6--r- u- 8d. g, tu;o : 'e. ,, * I |.l E UJruz oz UJ J tfFo:) E, U) .Lo .D oz jffiffff$ TD II Eitro I Ex I tI;otr IIill MiTek tUliTek USA, lnc. 250 Klug Circle Corona. CA 92880 951-245-9525 Rc: 15236 ROOF DESIGN INFO The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supewision based on the parameters provided by Arrow Truss Co.. Pages or sheets covered by this seal: K3548272 thfl K3548299 My license renewal date for the state of Califomia is September30,20l8. August I 1,2017 Zhao, Xiaoming IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specilied is for flle reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1 , Chapter 2. c 70068 EXP 9-30-2018 ZHAo lroi .oryul.r !.pul by 216 D. allstR rrt 12 r|laAE sr - t.2t srAcED 2a.0" o.c, r,Lr 20,0)rrl{ 15.or 0x rlr cfioio - D..lqi confons !o Ein rIndror..-r..13tinq nnd c1.d.11.9 crir.ri. (- l2ica. uoN nlhdr 110 6ph, a,3, AscE r-10, (11! B.lghr!1, erp.c, n.slDlrl i1..d dut.trotr r.cto!-1.6, .. ..nLrl.v.rcd .n.lt., .ot .x9o!.d !6 rLnd, t.u.r d..lqmd lor r1.d lo.dsR'CIJIR',IEFI5 OE CB' 2OT' NOT BEINC 'ET, b..rinq v.Il tor..trr. ip.n (Dx 1iv. ro.d F.r Isc ror5 du. torhl(5 '. .on-.... 'rr.rt rith oth.r Itv. l..d!. rruis dâ‚¬rl9n.d f.r 1t2 outr0016r.. ?! l.t-1rJqrd..! !r.u.tur.r toptrghr tir .r .a.h.n<l o! 1!t-1. oltro.t.rr 6u.t b. cut rlrh c!r..nd.r.p..ii3.lbl. it !.1.r bo.!d ir..r 6.1y. 8-00 , -05- 08 GABLE ENO TRUSS ON CONTINUOUS AE'.RIN6 WAIL UON REFER TO STANOARO GASLE ENO OETAIL FOR COMPLETE M-2.5x5 M-2.5x6 +r t;4 M-2, 5r4 8- 00 10 -01- 0 5 :t-00 l6-00 2 -00 DAIEt A/ 1l / 2at1 sEQ.: X3548272 TRANS ID: LINK Ifudq.*o'lFbFfu rdr.,tdr*d'r.+Fll*dB ,LFr,ufu4dedEi ilFiu|Fb tuldiYd-cYdix.*dlaiFd'ng,'d*i'@ry.fufu.. .Lo.,EuL4..!1e6 7E4n,E,.c*,.+b,d o !-!aDctr.nd .C34!r,i,E$.Efllt*) .i*d-.'dh.d'^e hd@.hnFd'dh!&{d./'r .edrdb*...bq@ irr* us^ lrc.r'cd@rM s.ftr , a q 1+â‚¬ E 2 c 70068 8 August 11,2017 1 -fl t-\ B ,|,=\=.==s --'----- ,,,,,,,,,,,-,,,',,',,,,,-,,',,-J';.. I rc: 2x4 Da llrEri ra^! our rlox irrciusE . l.2t cBii2 0 l 6 / : Bc, 0 r 5 r|rF/]rDr.cq-r.00 2-l.l-16{a) lrlr-{- (-l6.1ar r27 7-t-l-75r :600r-5.1-trll) lJ6 l.IxIts: LL-:-/r60, ?l-Ll240 n^x lL oEFL - o.o" Al1.r.d . ,^)( bL CsEEp oEFr - -0_09a" a A.- 0.0" allor.d - DEFr . -0.r35i e a,- 0.0, ^rror.d - Tni! d.rrgn Pr.p.r.d rron c.'9u..r rnpLt by R'OIIiEENTS CF C8C 20:6 N'T BEINC XET. lI0 nlh, h-?r.2fr, TCDL-9.0,8(DL-a.3, rsCE ,-l0i(Aii He19h!.Ir En.lo$d. c.r,2,Io.d du..rlo. (..tor-r,6, .nJl,lnot.lPo!.dlol]nd, Tlusr d..!q.!d f.r Yind lo:d.ln th. Fr,n or th. r4.! on.ly.8-00 8-00 5-0r-r2 2-10-04 2 - 10-04 5-01-t? l2 D.rrqn.h.cr.d E-l .5x4 1f 5-01-08 5-05 s-01-01 Truss: A2 DATE: 8/ l r /2011 SEQ. : K35482?3 TRANS ID: LINX dl(,lldrpdrd,diqlFffid,lq . tudrtlgt.Mrq.drh.funn6t Mfi* ls^ Lf, ,cdnFler sottrG 7 c qlr>E h'dEiF!, fuffi{ldr!/d$.drvt66*,!crE'M's.4dfu,6.I 9b'I.[llEEbbd5 iL+-lnu*4jJ.q@ ,,6+.ffdrsc*4hF.d rD6ftEd*,ffi, c 70068 o 8 August 11.2017 z-1lt-:---l r+ I Thj! de,rgn pr.p.red fr6h conput.. input by 216 DF rr.sri ?1, ?2Ec: 2rl DF ll.BTR -rnsss SlAx I s.- 1.c, LLr 2rl. c) 1rL ( Lo M!n rlndforc.-r.rlitlnqand..rrddina.rir.rin l^:: [.l'ahrr), !xp.c. Hifas (DLr r, Trurs d.!iqn.dREoUTBEXâ‚¬NTS OF a3. 2015 NCT BErrc VEl. b..rrnq r.Ir E!19n .r.ck.d co^c.^t!.r.d rop rnold Iac 20ls du. to BL.t...nc. iort.rr ,hicn .5 non-concJrr.i! ,r!h orr.r I1v. ro.o!. 9-00-08 p-.nir!rble nt GASIE END TRUSS ON CONTINUOUS EEARING WAII UON REFER TO STANDARD GABTE ENO OETA]L FOR COMPIETE SPECtFtCATtOfIS 4-ri-14 4 -00- 10 4-00- r 0 rl-1 .5x4 -2,5x6 !a-1.5x,{ -2.516 M-2.5x5 3 M-3x8 1 1-01- 1l 2-0t)2-CO Truss: B1 DATE: 3 / 11/2017 SEQ. ; K3548214 TRANS ID: LINX .btP.o'db.*^fua,ltd'd{d hderhl*..,dinll-qr dfu.!4d Lr us r* )cGtulu soir... r 6lrlt)â‚¬ ?*ry.trhbded .os-l,dl-Ebbdh .o-',l.lragbe...e6 ,ory.rE..q.d.ry.,td c 70068 EXP 9-30-2018 o August '1'l,20'17 1:l .,r .Y, <! ]#rF-]hs ryP+ B thi3 d..:qn p..p.r.d froa cohpur.r i.pur by rxcfiErsl - 1,?5 SPACED 14.0. o. c, LLr lc,0)rJLr r|,.0) o... ToP cHoEn REC! rRE|4rm! Lirl?s: Ll.l/r50, rL-Ll240-0,056' r 9 - 0.5" ar re.d .or.L. -0.t2a" e t- 0.3i rrlor.d. Mr.x 1!, carE! oEEL - -0,179'e 9'- 0.5" Allor.d - lErsED oN DL )EFLr- 0.:?4" h"2t -.rr, r.o--e.0,rr11...3, rsct r-10, (ar1 H.iqhr!), Io.d dur.. '.n ri.to'-I.6, .idls) not .*po3ad !o t:ic, 9-0 0 -0a 4-11- 14 4-00-10 rlv. ldd F.. I3c ,clt due L I,1-Jr I l-1. ,-00 1S-01 2-AA Truss: 82 DATE: 8/rl/2Ol? sEO.: K35482?5 TRANS ID: LINK nE!F|aydt.lâ‚¬^ed..dhldhd.!lll&.nf.!d{Ydrd&t6!19: u * usr, ,i. r,lDliM soirrr I6ll lllâ‚¬ ?o4frbEfted fur.rrpM.,}Edid4. .hro.lm!'6.E.Ld. 9otFfuEd,r-nld l-0 c 70068 18 OF August 1 1 .2017 I f1r1 ,l l Tnts d.r:q^ pr.p.r.d fr6.onpuL.r lnpur by c.rr. J!@.c. fcr rr5 Df lr.sTrBC: 2TO DF II'BTA r3-01-00'!rFDEisuPPosrrNc 3-02-0r r_ 2.t_5rta,0 :-2- r-l-.1993r O 6-r- a- (-.r993r 0 7-1- 5- (-5rrr) o 3- <- t2roc. roN i!0oIRE1{E!r1S Of c8c.2016 Nol BErNC uET.l2 r c6r:.t. Lrur6., r.q!!r.d- Att..h 2 D:y hth l"r.tll lIA cljx !h'or9h6ut 216 9i oc r. , rdill 9r 6c th I r6Y(.) :hr6uqh6ut :xl LIW LOAO. NP s]l HoR:r' LL nErL . 0 ,indi rr0 n5r, {-3, ^sc. r-ri), (Ar: r.rqh:3), Lo.d lur.rron r..r.r-r.6, Bottoh chord aL .aniil.v.r.d 6.d15) no! 4xpos.d to r::d, thc trur' on ]1/, 9-00-08 9-00-08 5*1n l-0: -0 8 3-0t-08 5-10 D.!ig. chlcr.d co.c.rtr.--.d top .hord r8c 2c1, duâ‚¬yiih orh.r r iv. lo,d!. M-lxl0 r.r-lx 10 if :, 5-C8-04 3-04-04 5-08-04 I B- 0l T russ: B3 DATE: 8 / 11/201? SEQ. : K35482?6 TRANS ID: LINX d*w9!*tfuffi ld@d'a!db*6br !ei.llE'4bfurff,d4@ hd!ffirhrFdydhi&E&9. bsEdlr,*ddlr&d@ url* usa rmrcmBlE sorur! , 6 3l rLlE 7o+frh$Nell6 frMtMr{dlpydndiEircld&FrEcl .ns-,EurE.rr*r Tdo-'E!r...rq.'!d 'o*frEd&hfu'o.qbdEn$rr5 c 70068 9-30-2018 August'11.2017 ,| +-{*+, â‚¬tr'} Ih/3 dâ‚¬!rqn pr.F.led r!on co6puL.. intut by :x.RE^$ - r.25 SPACEo 21.0" C. C. [,;;, i;l-n hID:N6Er 20.0).b!r 15.01 or Tor oroRD - 35.0 Psaor. ox BoaTon oDm - 3.0 9s. tclat L.D - ar.o esF .ys!.6.nd co6!on.n!...d cl.ddinq c.ir.r1. rI0 iph, h-22.e(t, rclL-9 0,scol.a,r, Asce 1-10.r^lr R.rqhtil, Enc].3.d, ..r.r, Elr,c, inEis(D1r), c.nl.r.v..Gd..dl!l ln .n pr.D. .f tn. trn.. onry.v.rrr..I 'â‚¬er! luonr. REolll'ffENTs or Cs. 1016 {Oa BEINC rrr. .id 6r r.r- L n- G,CA],E END TRUSS O'{ COdNIUOUS AEARNG WAIT I"'ON, REFER TO STA^IDARO GASLE ENO Dâ‚¬TAIL FOR COMPLETE SPEC|F|CAT|ONS, zt-a2 2r-a2 6-05- 12 6-05-12 6-02-08 )-l1-04 H-2.5164.0"tti-2 .516 M-2.5x6 M-2.5x6lr-2 -5x6 M-l - 5x4 M_2.5x5 M-?xO (s) 0.25" M-2.5r6 M-?xB (S) 3s" u-z.s*o M-2.5x6 t1-2.5x5 1r 1 'b .25" M-5x6 (S)M-5r6 (S) 1i l1- M-2.5x6 2-00 Truss: C1 rytdFdld{'ddcolffd6 :6sI,Eh4deffi lar!B'n.rld.r'4lqdi5rwl.. d.b.iodfu.dE .L..muLq..tl.6 'o+. !dq..ra.6# c 70068 EXP 9,3G2018 clvlLDAIET A/tl/2011 sEQ, i K3548277 TRANS ID: L]NX dh4*ffidlrEE ho{drfutb&t.*ydhn&tati dry6ntdd5ryl/Jlt9d ! c@rdr6dddddaerFr.nbn fuEd.iEdd&d{t6 .. tu14.ffii!.rdbhtu-hb' Mtrd USA rE Gdra{rtur s..iri 7 C qrl}â‚¬ August 1'1,2017 .-4-*a Y-ffi I \sItL E thls d.s:qn pr.p.!.d fro! coipui.r i.put by rc. 2r5 Dr lr.BrR tnuss sP x t2'- a-0-csa?016/IEc20l5 Hlx xtxEEt Foials lrR/GDr/cq-l.Oo 1- 2-(-56.9r 1106 l- 9-( -994t 5133 9- ?-( 0) 290 5-13-r0'2- J-(-{12a) 96' 9-10-l-r00r) slr! 2-r0-t -r99, 232)- a-l-3617r ers 10-lr-l -130r a507 r0- l-( -25, ra.ll- 5-l-1617, 304 rr-12-( -325t a5o? 1-rr-t-r206) 2391r-rl-r -97rrc- r.{-56r7t r0s9 r3- ?-l -910) tls0 ll- 5-(-1206) ,92 12- 6-r -395) r53 'C LATERTL SUPPORT <. l?i&Lrr 20,0) 1D! r eEoorREr,ENrs oi.B!: ?0:6 llor BElrc raET. LrHrrs: Lr,-Ll150, rr.-r,/740 0.{21- e lr!- ,.0. ^r.ioEc.DEFI, - -0.335' DEEL - -r,2)0" 4 2r'- 2.0" AllocC - f 42,- 0.5 e 12'- 0,5 D.rlc!.onlod iind: r10 hph, .-3, Asc. r-r0, (^!1 H.ish.!), Eh.lo..d. c.L. ?. tolton chord .n.ll!, ao! .xpo..d to rlnd.ro. ?lnd lo.d! 2t-02 8-0s-12 5-0 5- l2 6- 02-0 rl 6-02 - 08 6-05-12 8-05 -12 .0 0.2 5" lr-lxg (S) 0.25" ir 0.2 5',o.?5" fr lx l2 M-1.5x4 M- lrl2 MSHS-5x12 (51 MSHS-5i12 {S) 6-04 6-06 b-04 Truss: C2 DAtE: 8/Il/2017 SEQ.: K35482?8 TRANS IDI LTNK ,^adreq,4b.lI-no,rldr@ .rd,dl''hi*e!@!d!chdrfr.hryldydhn*.&l9l' . tu..*r.turd.hledb6, rrn i( USA. hc ^'rnNlu SdrE 76&1lrâ‚¬ ,,e+.,lEhsded 5-F3lBdebbdn .d+f, urt.rr#t l'ol'.frud-ht* 2.9 c 70068 o 8 August 11,20'17 -=--. t I 1 11----l + Thr. d.r:g. Pr.p.r.d frofr.oipur.r inplt oy csc2016/rBa20l5 yrx [ExBsi [oRcâ‚¬s 4tlR/6fF/cc-:1-:-r -51, {?1:- J-( -2rr) r60e q-la.( -rrJ) e1 2-1D-(-115]l 29e 5- d-(-rrs0) 15r l2-1r.1 -101| 2r7i Ll- 1-r -2r0r 0e 6- 1-r-:tr6, r 2l3l r1- 5-r-r?rr) 1067- 3-( O, 3. <- r2-oa. loN rLr 20.01'bLr DI'E TO IIIE 5PA?141 FEOU'REYEXTS OF t:BC 20:6 NOT BEIXC XE?. c{LciED !!a loPsr LrErlSr r,L-tl160, ir-L/2r00.10(' a 1"- D.fr - -0.32a" G r3,- r0.9" Arror.d. (BASED OI DL DEaL)- 0,i25" a &Rrz. LL e t2.- 0.! oerr - c.3r7" c {2,- 0.5 tyt..h..d cot on..ts .nd cia.r.lrnq crli.rr. (A:: !.igh:!r, Exp.c, n.rs{o1r), ..Jl3r not.'pos.,, !o r:rr, i.r,ind ledr 8-05 - 12 5-0 5- l2 6-05-12 8-0 5- 12 l2 !a-7x8 (S) 0 . ,5' 1.4- ?x8 (Si 0.2 5' 0.2 5 1i H-1.5x4 $-1x12 6-C I 6-06 - corTlr is RFs- - c3 Truss: Cl DAIE: A/ ll /2011 sEQ. : K3548279 TRANS ID: LINX !6tqld^,,dll,dL9Fdd@ @da)llgd.ftw*l',d+..dbladbd Elc)fudyEll&, .o@frit-nnbdh .csRul'Es*js(tr*' .6frFr.l,dfu.6^&i@!t19d hdMtnryl$,dhdbrdea Hfi.r usa. tu./c..aru s.n*.! 7 a al lL}{ 2.9 c 70068 8 o August 1 1 ,2017 1It + froi cohrut.r lnPut by tCI ]16 IJI 'I'BTH ilEBS: ]iI DT I T TBTf, rRuss sPlx a2r' t.0.cBc2015/rBC20l s 2.1 -s55) ll25 :- 3.r -59r) 151 ,- ?-( 0, rcr rl- 6.(-:o29,3- e-( -5qe) l5r 2- c.(,r)ro, :e9 a-r.7.t 0,!-r -592) r4. 9-r0-r r3{5r ra! 9- l-r-rB4r) rr{ :0-i l- i '222)5-l-ra{r) r50 l:-:1.t -1r0} 2r20 r0- a.( -:2r, lccr.r-?.30) 509 2r2r r0- 5.(-r154) ,r90r-l:'{ -lr) .r?! TC LTTEPTL 5UPIORT <- I2"d LLr 20-Ot.FLl stubb.d rrqltr: o-06-00 3!OrrREtlEtl,s cflf,cxLo foa rorsr !IlriTs: LL-!/J6., TL-L/2,{0 0.103r a 33. - e ll'- lo.!- rllord -e 33'- t0.9' A110tcd - oE.r - 0.020" 0 ..d cr.ddL.o c.i!eri^. 2I-02 20-!l nind: r10 f,Fh, h-22.9rr! raDL-9.0.rcDL-(^ e.ls,'r'), 8-05-t2 6-05-r2 6-02'08 6-05-12 8-42-r 2 0.25" fi-7x8 {S) 0.25" t4-:rx l2 n .r5"0.25 M-2.5x6 1,4- 5x6 (s ) 8-0.4 6-44 6-C6 6-04 8-0l Truss: C3A oatt. 8/Ir/20)l SEQ. : K3548280 TRANS TD; I,INK de4in@ffi ,a@*'drdbt*r'iEll Mit44@dlrrbdqiF* ifi* Us h.rcdn .to s.i,a r 6 qrl|â‚¬ ,h4-,nhbded to. d, td.. Betll5d lqrqrb h. ut fud*!6.,)dld*l( 'oqfrdhbLdn .L+Eru*q,rleo 9d6lft!6dFnl# rcrq*#Ed,fu 2.9 c 70068 18 z HA o ESS August '1'1,20'17 f .lH +g ?hi5 d.s:qn er6p.r.d l.or co@u... inpur by LUUESi sPEcrrlcrrrcxsTC: 216 0H tl.aTr IRUSS SPAI a2'- 1.0' INcuASl . 1,25 cBc20:c/rBc2oIs vA)(r- ?.r-9610, 109,1 l- 3-t-93t,2- r.r i63r, s66 3- 9-r-992' a- 5-(-r605, 305 t0-l t- r-3c5) 5- 6- t-l6r5r 959 lI-I2-I-9?I)6- r-(-s436, 1072 l2- r-l-t6r, (. l2"oc. Jor Ll, r ?0.0) lDL r stubb.d rlqht: c-05-0! L:II'ITED STORTCEelo{rnEâ‚¬Nr. o. .8. 20:6 Nor BErtc ,4Er. ror roPsr Llve 1nlrr. 10r Errrcal DE.lEcrroN Lrf rT5: r,r,'Llr60, 1L-r./2{00.iror. a ,r i- 2,c. ^lloi.d - RE( OlnIEf,OID CA,4IEF IAA5LD O\ DL DEFL'. I.ETl' 3yit.i.nd ..npon.n.. ind.:.dni.q .!ir.!1. (a.. rerqh:s), Exp,., tr.Rs(Di!,, eidrs) nor erP.s.d !o errc, 21,-02 20-11 B-Aa-t2 6-42-OA 6-02 -0 8 5-45-12 ,0 M-]xE (s) 0.2s"0.25" *t 0-25" Mslis-5x12 (S) .t3 M-3x1? MSflS-5x12lS) 6-0 6 .12 - 0l Truss: c4 DATEr 8/r1/201, SEQ. : K354 828I TR,ANS ID: LINX dfuud!.ry ,L./.,lfrhbftblfu zo!d.f.!rFad,dn|d fu*dldl.l,d!l$irc|.&6dlc| 7Lli..ftdq,ddr.iF& .u.d6d*'d efrni'r,Fjdl,&dqi!!ffi Ur* Us^, tE /cmpld sdn,- r 6'.{lL|â‚¬ c 70068 August 11.2017 i ,Q -9r rsr _-I Tnl. d..rq. pr.!...d f.o.aip{t.r inpur 6y LUIIIIF SPECI'ICATIONS B.: lxr D. ll.Eri IEBSr 2x. DE trasrr 1RUSS sPAr 11. - 10.O. rNcnr^s! . 1.15 cE 20r6lrBc20l5 r.r x t-422cl 5l2r l- a. t-20.r)(-3130) 19aB l- c- (-2039) r-225s, 606 f-i0-r-I95t, (-rr6?) 56e 1r-12- l-2515)(-4105) r0l{ :?- ?-r-2ll7r 4llRlcDr/cq-1.002tt2l a99 iI- 6-(r069 2- 9-(,1771 JilJ 5-12-(rr]l 9- r-( -97e) rr516r0 1-10- l'r0r1r r{3r t-11- l -r0) {51 Lr( 20.0r.DLl l5.or ox ioP :uoRD - irourREcEm. oF .Ba 20:6 ,roT sEr||6 |lET. r,rr:rsr Lr,-rlr6c. fr..l,/2.00.130" i r3'- r,9" rllor.d -â‚¬ il - 7.9' .rloY.d -a rr!- ?,9i alloy.d - ISA1ED 'I DL DLFII. 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Pr... of th. trr.. oh:y. 21-00 21-00 8 - l0-08 5-08 6-05-08 8- r o-08 D.ai9n .h.4r.d lor . 10o lb rre. io.d P.tuhitn:, no^-con.!.rat H-7x8 (S) M-?x8 tS) it ,25" M-3x8 0.25 M-5r5 (S)M-5x6 tS) 8-08-t2 7-07-t2 4-0?-08 5-11-08 6-03-12 8-08-12LL 2-t1A 4.? -r{l 2-00 Truss: D2 DATE. 8/1r/20tr SEQ,: K3548291 TRANS TD: LINK fuod.i,.rhw,g,dh',dE*rgr d-r!qd rrftdi Us^, hc t'-mBYu s.ne 7 a a1l Lfâ‚¬ !&lq!F,n&d.&'d.+Edd@ 2o+-rbs-btd ,lq,ddbl.E5' lnlIFH95rqtdid{,+dfu.,6.. !o.riEltb-bbdh -sirn.rers(rhr c 70068 8 Ess August 1 '1 ,2017 t I Ihir .t.!iqn pr.par.d rr.n coopur.r input by r5-0r-00 GIRDIR slrroiTrNc 42-01-00 rN.Rflsi - r.25 lo.-B.P) crc2o:6/rsc20rl-_-2-r-rr:3r) D r-9-( 0) r653r 5-2.r 0l r?25 )-{-r-r0!r2-r-( -t2l0r 0r t6rr5 2-6.r-,qrl) o5-r- (-?rro) r. r56 6-r-r lc LATEML SUPmRI .- lz"tc 0:t ar1,0r- 0r.5.9 PLr tru.!.. r.qur..d. lr(.ch r rly Yi(h 9r oc jn 2.or1!l ihr.uqhou! 216 t' .. 1. ? ror{.r 9' .. lA r .orr.l *0urFEfNt. cF : .yr..^ 3.d .dPon.nt. rr0 'pi, n.22.3r.. rcpr'9,0,BcoL-..3, AscE 7-t0,(^1r ,l.rlht.), Exll-c, t tis(ol.l, E.d r.r:lcir r!r7-01- t 5 1-0a-cl rt-09- ! 5 r-L.r.r:lly br..o to r@. di..nr.qi r -2r{ brr.. r.qn1r.d M-lx I0 X5US:ixLL T1 l'1-lxIC 7-00-03 5-01- 0r lrqdEi H :!. b' fudqd.,jrd,dt{r 6-'Fefrub.r[djl#t TLs.l,riq*d.+tFd c 70068 9-30-2018 DATE: 8/l I /2017 sEQ. : K3548292 TRANS ID: LTNK nhFdSdtulGEk@d!d.d !c@rubF<rddd-ffF.Fdy'h 6ria'rldrrrdbbfudh' M{T.r uS^ h. frnplIu So4u.6 7 c 3( t L)'E ,,D9l.dEdrid August 11,2017 tl w t# -_E I-a IG I ) This d..lgn p..nrr.d l.on coipu!.r i.rur by 15-0.-C0CTRDETSUPTOi]:iC rr-0r-0a ,Ncrâ‚¬asL - 1.23 lNon-i.P) crc2o:6/rBc20r3 lrR/GDE/cq-r.co i-?-t-rt0:t6, 0 l-a-r -2t6) 12554 t-e-r 0, 1590 7-t-r-304r,?-l-l -ro03, 0 i-6.( -170r l2l6{ 2-6-(-6003r 0:-r-r -r0r0 r012 6-r-(-rrr3, l05r 6-]-{ 0l 5}60 .]-?. 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L], DE'L - 0.02r , {oirz- 1L DErr. - o.o. r10 nph, h-22,2f r. rcDL-9.0, BCDL-.. 0, NcE, 10,(^1r x.rsht,), ...tr r.v.r.d .idr!,(o. r-nd lo.di 6-08-09 4-02- I l '-2r,r Lr.cs r.qur!.d 2f 6-06-r l 4 -01-01 { - 0 8-0'i ,o. d, r.. rr,d.',ddrvc'ak:-' fut.atd-,.ddtd 06aqt,EunErdtlFn 9a6!66de5rfu c 70068 EXP 9-30.2018 o sEo. : K3s4 82 93 TRANS ID: LINK !.'dnrM rc4rrbad*d-^6@,lydh *ir.r USA, h trdBrtu. soltrn 7 6 6(1llâ‚¬ August 1 1,2017 +44 t ; -Il rl Thrs dâ‚¬.irn prâ‚¬F....1 tr,,*Ei[] ll0 lph, h-rrrr, rcDL-9.o,8c5l,.a.3. lscE r-r0,(Arl H.rqht!), s.clo..d, c.r.l, c.nrtr.r..d.nd(3, trtrr. dest9..d /or ,tad ro,dt ii !h. plr.. orEOUIIiEGNIS of .e- :016 {or BErN6 Er, 30110 crcRo .{rcuo 5-05-11 o!.q,.1 .r q:.^:.r rrqh: t1. .t .i.h out Ioolcrs nutr P.rii!.ibr..l 5-08 0-r r-04 GABLE ENDIRUSSON CONTINI]OUS AEARINGWALL UON REFER TO STANDARO GABLE ENO OETAII FOR COMPIETE SPEC|F|CATtONS 2l;t! 5 -08 0- 1 1-04 6-09 4-04-r l Truss: EL !&!c'tg,dt.1....'dd!,.'frdl* ?d.I-l,qbbdhnfu fuffi9dI,,d.]d$rcl@,Fxel .heddrhqE*,d 56+.,{rr-[bbd. ,eFeD.@.r$!'d ro rc*@edrtu-.sRrli EsE rs oari, c 70068 EXP 9-3Sz)18 oFcsEO. : X3548294 TRINS ID: LINX '^in@udrbbra,d4e.Nner.a'dE.6^diFdbd!n ftodMnff 6d'd66&!a*r urd(Us .hc/E6por6s.nra.75asP2ltL>â‚¬ August 'l 1 ,2017 1 +-11I'I , Ihis d.srgn pr.p...d tr.h codput.r i.pur oy 2x6 DF trrBtR rr, T2BCI 2'{ DF tI'BTREAa: lr{ DF lr.arF ?nuss sP^ri 2a,- r.0" r!c&E s! - t.2s SPACED 14.0i o, c. to Mi. rrndfor..-..ri3rlnq rnd.:iddiiq c.!r.r1tLLr 20.0) +DL I (A1r r.iqhr3l, rrp.c, ${.Rs(ur:r, ..ar3l nor .rFr.d ro rr:t,iEorrrRE E l5 GAALE ENDTRUSSON CONTINUOUS BEARING WAII UON. REFER TO STANDARD GABIE ENO Dâ‚¬IAI TOR COMPTETE SPECIFICATONS t2-02 l2-02 6-0?-08 5-06-08 6-0l -2.5x6 t.-2 -5x6 lr-2.5x6 ll-1.5x4 !r-2 - 5x6 M-l .5:4 M-1. u-1.514 M-1.5a4 ir r,t-5x615) t2 M-2,514 u-2.5x4 8-05-1r t0-07 2-00 2-00 DATE: 8/ 11/201l sEQ. : K3548295 TRANS 1D: LINX !&hhFry'd{6tr*rdt@ hd.!fuli,ryuydtnetdt.lg.l ful.ir,,Fddl*idlllird . tu..'rt.(dr4-bDffidbt rdt lus kr.rioprTto. sonrr. / 5 3( rllâ‚¬ lbr9-lqtaded .&drE.hl+dyd.e9Bbhnbdn .d6ffibdd.'# 0rq*@f&.nfu \ c 70068 August 11.2017 t -a1{-el-zt "l \\-'r' ll xg ---+-a:-rl _-#Itr>"S JJ 8 ?c: 2x6 D[ ll.Birr rEBs: 2x{ Da lt.BTR TRUSS SPL( ?4.- a -0i iraRErsâ‚¬ - t, LLr 20.0)rr!{ r5.0r oN mP cxoRD - 15,0 PsF- t.0 PsFrol ! Lo^D - rr.o rs. iEOI'IREHEITT$ brll - '0.2r0i â‚¬ l?.- 2.0. xaj( rL CRIEP OEFL - -0,160. a 12.- 2.0' 3yrt.n .nd .6rpon.nrr n^d cl.dtins crtr.ri. r'3, NcE ?.r0,( I &ight!), Exp,c. llt Eis (Dirt .irlr!) not .xP6!.tl ro Tru.. d..lsn d lor rind lo.diot th. rru.r on)y. t2-02 12-02 6- 0 7-08 5-0 6-03 s-06-08 5-07-08 4.0 " M-1 .5x4 if M-3,6 0.25" 8-05-11 7-04-11 8-O 5-11 2-aa T!l]ss: [2 DATE, a/ t 1/2017 sEQ, : K3548295 TRANS ID: LINK ,'('lg*d'd!dnl*,rtrE). uir* uAc. hc,cmFrB s.tu{n 7 0 q1L|â‚¬ ,o?.Ehbdelfu fu@|6,dYdi,*1(' d.tt'fu.dI .oQt-rt*tl.ryt ,h+- ..{6.r4b,d c 70068 8 August 11,2017 I ?-tr-- -tr \:i:l E+i ) lh:. d..rqn pr.p.r.d rroi conput.r irpLt by TRU3S sPAri ?4 - 2,fr llcR$s' . l,:5 SPACED i !,0" O.., D.!rq. .onfos. .o M1. q.aforc.-!a.l3llnq .nd.:ddl.q.rIrerl. (^rl !.1sh:sl ilord djrlrcn f..Lr, -r,6.Botto .ho.d .t .anrilov.!.d ..e13) not Gxr:oe.d Lo,r.d.RE!UI38TNI! GABTE END IRUSS ON CONNNUOUS BEARING WAIL UON REFER TO STANOAAO GAALE END OETNL FOR COMPLETE SPECIFICATIONS, l2 -01 6-O1 t-0 6 5-06 0-03-05 4.0" M-:,5x6 M-2 .5r6 l-2.5x6 u-2.5x6 u-1.5x4 M-2.5a6 M-t .5x4 l,r- I . 5r4 M-1.5x4 ';f 3L 11 M-2.514 l'l-2.5r,1 8-0 5 8-05 2-0 0 2- 00 Tr us! : C1 DATE: 8/ll12011 SEQ.: K3548297 TRANS ID: LINK dfu's.tr@ trftnF-SdhcE^&g6d@.h@r*ydhd.4&r ! fud$rfurAdbhfu,e'' u[.r UsA lE rcmF tu s.rl*rt 7 3 tl ! LfE zoc diloot r.F-r!l5d .o4.rEi!.D!!(d. ,o.r,Ir ni*d*t..i,!d 'o'tlfuEd*bd c 70068 o 93s2018 Augusl 1 1,2017 { J rhr3 d.srqh pr.p:red rron .6hpui6. inpuL by Lri 2C-O)lll,( 15.0) ON ?oP CHORD. 1- !-( 0) ta <- l2-0c. Jor I'MI'ED 5IOM6E U)ES IiO' APPIY ,IECUIR*ENI5 lriTrc[ DE.Lsc?lcN LrHrls: r!-]"/r60, ri-r"/2a0 -o,r0s" 3 rr'- DEfL - -0..?.5" 3 r:.- r.0" ^ltor.d - oEFL - -0.r5{" e r:i- 1.0, ^IloY.d - lBf,sED oN DL iEFL)- 0.:16' a 2 r,- r 0.5"e 2r,- r0.5" ind.!.'drn9 cr!r..rc ri0 Epr. h-21.3f!. rco--9,o,BcDL-a.3. ^sca ?-10, {alr It.IghL!), E.cl...d, c.r.2, Erp,c, HrFrsrDi!r. .t c..til.!...d ..(lt!, not .rDar.d to rr.ri, tru3. rt..ign.d L2-01I2-Ot 6-0,5-06 "ll t; M-3x6 0.2 5' !.1-5x5 {s) 8- 05 8-0 5 T russ: C2 DATE: 8 / 1I /201? SEO.: K3548298 TRANS ]D: LINK 26sell.hsdeldEr 5e'rll.dn5r*. .!+3[td4jl.l.d ,64.l,E&q*,4i'd rllT* lrs^ lnc Em@Iu s.{ir- 7 a3{1I}E '066gdenlfi .t*n!lN'g0.rrl c 70068 o August 1 1,2017 ,/ z-trl-< $ _-l.* Tni.desrsh pr.9.r.d f.oi.6nput.r lnpu. by rc: lx6 Df t1.3ra3c: :x,r Dr lrrrlRtliBs. zxi of ,lr3rr TAUSS IPAX 6'- r,0" IrcrL si - r.2isPlafD 2,1.c. o- c. csc20l5/:Bc20l5 r-2.1 i) 3a 2-5-(-:t r r-5-(-2lr )6 2-J- l-50) re L!r 20,0trolt lr,0) on ruP c,roiD iEotlFEuN.:; o. .8.2016 Nm aErNG srT. vsRtic. oEtEcrIoN Llrrls: Ll-rll60, tL-17r40 0.o09, I -2.-i -r'- O.?" Alror..r - 0-0J-r2 y^x roR:!. LL DE.L . 0 $I noR:I. TL DE.[ . 0 t2 rb!:9i cohrorr! ry.t.h,nd corpon..r. .nd .:.d!rln9 c!it.rr. li0 hph, h-2rfr, rc.r-9,o,BCDL-{.3, .scr 7-ro, {ar: H.iqhtr). road dr..rion r.ctor-1.5, snd e.rtr..r (!l .ot .rpo..d Lo thd,Borto chord .t c,ntrr.v.r.d .ndl.) not .rp.r.d to ,rn!t lru.s d.!rq..d for rihd ro.dr rn rh. pl.^. of th. tltrs onjy. II 5-09-04 0- 03-12 2-00 Truss: G3 UndUs . lE /c6'@rusoi'rI 76 qrl|â‚¬ cled,r{&)3'9t+dFno'!d.9Es9..dfuM.. .s{E[idErrr.i@t 7B''tIrfrdq.ddqrFd.d '&!@^*dYdb.iF.lt!dIry .oqblgEdend c 70068 o DATE: 8/tl/2Oll sEo. : K3548299 TRANS ID: LINX August 1'1,2017 -trT' 18 Symbols A General Safety Notes PLATE LOCATION AND ORIENTATION < lq;Cenler plate on joint unless x, y offsets are indicated. Dimensions are in fl-in-sixteenths. Apply plates to both sides of truss and tully embed teeth. I 6-a-8 I dimonsions shown in ff-in-sixtesnths Failure to Follow Could Cause Property Damage or Personal lniury{Drawings nol io scale) TOP CHOROS 1 . Mditional ltabilry br.o.g lor truss syslom. â‚¬.9 diagonslor X-blacing. rs arway! rcqutred. Sâ‚¬a BCSI 0-1rs"4 Tru3s &acing must be d.sign.d by an 6ngin6.r. Fo. wide r!3s spacing, indivldual lal6â‚¬l brscos Uiamsâ‚¬lvos m.y rcquiro braclng, or alernalivâ‚¬ Tor I bracin! should bâ‚¬ cons'dsrcd. o u.oI o-o ovoIo o-oF 3, N6ver 6rc6â‚¬d tho dosqn k ading shown and n66. slaci malorials on nade$Jaloly bEcod Eussâ‚¬s. 4. Provide copiâ‚¬s ol lhis lruss dssign to lho bu,lding d63ignâ‚¬r, 6rcction supo.visor, pmpâ‚¬dy owner snd all othâ‚¬r inlsrssted pa.lrss- For4 x 2 orientation. locate platss 0- ','d' from outsido edge ot truss.8 BOTTOM CHORDS 7 6 5 5. Cur m6mbe6lo bear trghny agarnsl each other This symbol indicates the roquired diroction of slots in connector plalos. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUI{D THE TRUSS STARTITIG AT THE JOINT FARTHEST TO THE LEFT. 5 Pla.a plales on sach tac6 ot lruss et 6ach ioanl and embâ‚¬d tulry. Knols and wane 3l tornt localions are legulared by ANSWPI 1 . CHORDS AND WEBS ARE IDENTIFIED BY ENO JOINT NUUBERS/Lâ‚¬TTERS, 7. Desrgn assumes ltusses *rll be surtably oror6d6d lom lh. onv'rcrm6nl rn a@rd wnh ANSI/TPl 1 'Plate locatlon d6tails avallablo ln MiTok 20/20 sofrware or upon requsal.I Unlâ‚¬ss othoMisâ‚¬ nol6d, molslurâ‚¬ conlonl ol krmbâ‚¬r shall nol 6,rcoed 19% at lime of fabricaton. PLATE SIZE PROOUCT CODE APPROVALS ICC-ES Roports: 9. Unle:s exp63sly nol6d. this dssign is nol applrc3blo tor u!â‚¬ wiin nrâ‚¬ râ‚¬ia.danl. pro!â‚¬rv.livâ‚¬ t oalod. or grâ‚¬â‚¬n lumbâ‚¬r 4x4 The first dimension is the plate width measurâ‚¬d perpâ‚¬ndicular to slots. Second dimension is the length pa.allel to slots. ESR-131 1. ESR-1352, ESR1988 ER-3907, ESR-2362. ESR-1397, ESR-3282 10. Cambe, is 3 non-stBclual considoralion and iE thâ‚¬ r6sponsibilry ot hrss tabncalor. Gsnâ‚¬.al p.actico i. lo @mber ro. de6d loâ‚¬d d,ofâ‚¬ction. 1 1 Plate typâ‚¬, size, on6ntation and localion dimonsions indicâ‚¬iod slo minlmum piating roquirc,Dsnls. LATERAL BRACING LOCATION 1 2. Lumber ussd shall bâ‚¬ o, th6 spâ‚¬crâ‚¬s ahd size, and in all rsspâ‚¬cls â‚¬qual lo or bansr lhan lhal lndicated by symbol shown and/or by text in thâ‚¬ bracing soclion of lhâ‚¬ outpLrt. Use T or I bracing if andicated. Soulhcm Plna lumber da3lgnatlon3 c as follow3: SYP ropresenls valuos as publrshed by AWC in th6 2005/2012 NDS SP ropresâ‚¬nls ALSC approvâ‚¬d.hew values wilh effective dete of June 1. 2013 13. Top cttor& must b6 shgathâ‚¬d o. pudins providod at spacjng indlcatâ‚¬d on dosign. AEARING 14- Bottom chonls rcqliro latoral bracing 5t 10 n. cpacing, or loss, if no câ‚¬ilif,g is insiallod. unl6ss olhâ‚¬lwi!â‚¬ nol6d 1 5. Connecnons not shown arc lho responsibir'iy ol orhers lndicates location where beanngs (suppo.ts) ocqrr. lcons vary but reaction section indicates joinl number where beadngs occur. Min lize shown is br crushirE only @ 2012 MiTok@ All Rights Reserved 1 6. Do nol cul or alter lruss mombâ‚¬. or plal. wthout pno. approvalo, an engl.eâ‚¬r. 17. lnstalland load vgnically unless ndicaled olhorwiseII I k 16. U3â‚¬ ol greâ‚¬n or t6aled lumbo. may posâ‚¬ unaccoplabl6 onvimnmenlal, hâ‚¬alth or pâ‚¬rlormEncâ‚¬ dsks, Cone{]li with p.qecl ongrnâ‚¬or beioro usâ‚¬ lnduslry Standa.ds: ANSI/TPI1: Nalronal Design Specilbation for l\Ltai Plate CortrI ected Wood,Truss Constluclion DSB-89: Oesign Slandard lor *acing.BCSI: Building Component Sfety lntonn idn. Guido lo Good P.attice for Handliig. . lnstalling & Bracing of lrrbl Plato Connecled Wood Trusses. 19. R.vi6w a[ ponions ol thE dâ‚¬6rgn (rronl, bach, words and plclur6) botors uso. Roviowing palu.â‚¬s slone Te MrTâ‚¬k Engrneen III WEBS E rII - C' Sheel: Mll'7473 rev. 01/29/201 3 20. Oosign essuno3 rnanulacluro in accordaoco wllh ANSnPI1Oualityc 6na. ln( Numbering System 31 i i ('-:t l 1 RCHTTECTURAL STFt I ^",,-:' i;CEPTED FC;'i Coi.. l.J'i tâ‚¬ i, oi $anta Ana. i G4-. U'4o'1 ( .1 j