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Home My WebLink About20166334 - Permit (2)City of Santa Ana Permit Counter: (714) 647-5800 20 Civic Center Plaza (M-'19), Santa Ana, CA92702 Electrical Permit #: 20{66334 Pin #: 93{52lnspection Requests: (714) 667-2738 lnspector Section: (714) 647-5853 Project Address: 2941 N Hesoerian Way Unit: B Block: NA Bldg: Address Range: Tract POTTS, BORDEN &lSistoric: No Suite Range: Zoning: Al q Assessor'sParcel: 002-231-28 Lot: POR 17 Owner: Address Thomas Pham 2941 N Hesperian Way Santa Ana, CA 92706 (7141 890-2250 01 1 16002 5160: 01 'l 16002 5160C 01'116002 5160: Fee Type TPP General Plan Update issuance Amount 103.07 22.O8 55.04 Qty 1.00 1.00 1.00 Fee $103.07 $22.08 $5s.04Phone: Tenant Name: 8c t ch+:44 0ff irr.r: ( A,:,:t+: Rcpt,+rir?3 d?1 TYH :;./ j r::F:05 E 1Contractor Address: Owner-Builder Tr'q r 1 o qalar lr'qnsort i n Totql State Lic #: Lic Type: Bus. Lic #: Workers' Compensation lnsurance: Carrier: Policy #: Expires: lh(,,nfls Phfl,'t Gener'ol Plnn Updote F [1 I 160r-]?- 5l6r:x,lDr:[]- EI ectr irql r'r1 I 1 6r.1r12- llBrj3[Dr:r- u is0 CC+ i x* x**rx *I r** 7793 Commercial Miscellaneous TPP Occupancy: Constr Type Code: B, S-1 t B cEc 20't6 Notes: lnstall temp power pole for construction Planning Conditions Planning Approval By: Plan Checked By: Permit lssued By: Subject to Field: Building Permit #: Date Misc. Receipt: Misc. Receipt: Misc. Receipt: Total Zuniga, Alliss Date Date Every pemit issued shall become invalid unless the work orl the slte authotized by such permit is commenced within 180 days after jts issuance, or if lho wotk authotized on the site by such permit is suspended or abandoned fot a period of180 days after the time the work is commenced $180.19 $0.00 $180.19 lnspector MID#: 2018-141110 0'1 't 't6002 51600 0'1 '1 16002 51603 Fee Tolal Paid to Date: Balance Due: Phone: - $??. ig , $159.11 + 1-er:r . 19 Aut l,* r r_r:i$Jd7 Building Use: Job Type: Nature of Work: 07to5t2018 Account# $22.08 $158.11 ELECTRICAL-INSPECTOR RECORD COMMENTSAPPROVALSDATEtD/slG. Site-Work Pole Bases L ht Standards Pool, FountainsSs Si ns monument Fire Alarm / Dam ers Communications Cable Buildin Under Slab / Floor Bondin / UFER/ Groundin Transformers Sub-Panels Air Conditioners UIRoof To entE Facto Wired Unit Walls Rou h Ceilin hHard & Soflit Rou lVleter Release Rou h Service lvleter FINAL ) Notes Remarks Etc. ()r! \t R tit .t)t.tt tlt.,t ( ,\11\ I lrr\ I icrchy aflirfr undcr pcnally ol N,ury lhal I m cietrll,r rdn dc Conlrlcion t-kcns tiu fot rh. rollo*ins rcsen (SN'7oil'5 Bxrinuss ,nd Pn'icssnri Codc) Any Cily o, Counly whi.h rcqunes ! rcflnir to consrrucr, llrtt inprovc. d.mlish or rc|ot onv (ruclulc, prior b iG issuarce. aho Equt r rhc .rplicanr for such Frmi o lilc ! \ised {nrcmnl thal t Dr sh' k lircnsd po^uanr lo rhc Eovisions ofrh. Conkr.lols Lifti\cd tjw (chlPlcr r. G,mmn.in3 with Sccrion 7fiD o, Division I ol lhc B0sincs\ und Penssionr Cod.) or Ihor heorshc it.xcnrDt thcref.omand rhcbrsis ror thcallclcd.rcmdion AnvvtdionolSâ‚¬dhnToll'5hvanv arpli.anr forapemit \!hjd3 rhe omlicinr ro acivilp.nalryofnol nFrc rhan fitc hlndrcd doll*( ($5fir) -l, a\ o-e' .fihc lollny. o, ny â‚¬nDloltcs pirh Pasc! as I hcir \,L $mPcnsar ion. sill do llE *d drl (rE utrlm ir tur inrcidcn or.fi.rcd fm sk (S(.7o44. Busincss ond Pn,fcssnnrs Codc:1hc Contru.ror's Liccnsc lrw docs nol oIPl, b un owncr oI rhc pDpcny who t{ild\ or ny{m$s rtcd,n. aM who des suh sork him|lfo. hc.slfor rhouBh hn., hc, o*n cnplovccr' p",!id.d rh,r such innevc'rnh m mr inlcndcn or otlcrcd for std. Il h.wcsr. rh. hildins or imPrcvcmnr is sold Nirhin 'ic ,car ;furn{ftrhn, rlEOwmr Buit+r uillhrlc rtr buds ofpnrli'r8 rhar tE ot shc dd m! toi[ irlFrc lhc pmFnv lorrlE purlF{'f I.0sosncrofrhcForrny. onciclusiv.ly..nra.rins wirh liccnrcd contlclos lo coNrru.i rhc roJc.l (S( 7044. Businc$ oftl Pn,,isi,n Cod.: Thc Conltackr's Liccnsc Law doe\ nor aPply to {nosnct ornnirnv whn huilds or i'nprovcs ltcr"n' rnd who onrnd\nn\uch |x)irls *irhac \) liccnsed pu(hir i, rhc C.nrrdor's Lic.tr* Lrwl ;',"'ry#alt DIiTLjI].IIA\ I hcrcbyrllirnrn .rpcmltrofpct}tryoncolrhcft,lk,sii8dcchririons -thalc&xlwillminllin!ccdil]c0l.ofconsenths.lflnsurclolworlcn'.omlctrsdion.aslftvid.niorbyseiionlTlx]oriheLabo, Codr. ror lh. pcrftrIlec of rhc wort tor wtich thc p.mn is nsucd I h,vc snl will dai.rain worl(cri cotr\Er3arion insunmc, {s rcquircd hy Sâ‚¬crion l7O0 or rhc tjt'or Codc, ror lhc ,rrfoM'c ol rh. work for wfiich lhis p.mir is nsued. M, workcn coq).nslion insrhncc caEicr dd Flicv numher dc: Policy Numhcr -Eipitorl -l(nifyrhrlirrhc!.rio unc..flhcwo.k itr$hi.h rhn!c nil i\i\sucd ldrallmr cmPkrviiyp.r\on in xny tutrncr so .s k) li(onc shj.d ro rhc wortcra comfns n{ hws ot Crlif.rnir' rnd aAEc rhrr ifl sh.uld ll.tonf, {brcd torlE sorkcs compcn\rrirn Ircvilions olSccri.n lTur ollhc tih.r C.{t.I shrll Innh*irh strPl, wirh rh']* lmvntnB' WARNINC: Frihrd k, ecurc wotker( .o r8ns.rion cov..!gc is unln$tu|. and \hall subF_r m c'n,lortr ro riminll pdrxi$ 'ndcivil fincs !p r. onc hundrcd rho,sand:::+ffiw' n ..ntFtr\trinr. drnilcs ur pmvidL{ ffl lhc lhccbysmn,uodcrlcnellyolp.tjutyrhal,amlicci$drnd.rpmvhionorchl'rs9lconmncir8wirhSccri{rn7{xlo)orDivisinnll ol rhc B$in $ and Pmfcsiors Codc. !d my liccnse is an ltll rore and cltccr. CANIIBJ]EU9XTENDUG.trGDNCI I hcEh, !,Irn un.Lr Fnllly o{ rt4ury rhal lh.rc h a co.nd.ri,n lcndi,E lscn.v ro. thc lcdom@ oi lh. mrk ror Rhich rhis If,mI n i\sucJ (se. 3(I)7, Civ C.) APPLICANT DIiCI A[A]I(IN I trrhy df,irm ufrlcr p.mhy ol pcrjury om of rhc f(rlornrE dlrlarxrii,ns llcmolirnnl PcrnrirlAsbcdos Norificrrion Folcrul Rcgulrriotr$ (Tirlc J0. PM6) RcqunL{ trrrcr.l Norillcrrirr l.cnilyrhal |hc tcd*nl rc8!l ion\ ngardine asbcsros tcrB,vnlrtu tror r|t'licablc ro rhis Pml$r -l ccniry rh,r I hdvc rcad rhi\,tdi.ario. ad sr{. rhd Ihc ,h.vc infondbd is coFai I aErâ‚¬ ro conrlly wnh s cirv nni Cotnrv o inrn.r\n d slrl. t;rr\ rchr yaurhorizcrcDrcscnrari!c\ofrhisCiryaod(i ntylocnrc!ulxnirltr atnrc Nnrn,ncd !n)p.ny lo! in ]\ptliunl or A*enl Sienot ^,",2/l/ztt Underqround Torqueinq Walls (Conduit) Ceilinqs (T-Bar Rouoh) 'tlnt *, "/'cn) t) \\' \--..- Lln.1fl :A'lJrcs - clty of )t",f* ,.h,* tos Angeles Uniform esde program Uniform Proeedure I-7: Special Inspeltions Special lnspection Re port.DISCREPAN CY ,.aJi disc|ep;ncies shall be ko ught lo ths imrn;diaie atention cllie Cont'actoi for cc.rEcton ll ccnedions are not madâ‚¬ ifl almely rnanier, 0{s report shall be used a6 a di sffeparcy noU.e.Submit tlc ari c iid to Building oepa-tnent and copies bCootractot,EN ee of record and O.rrer. Thisisal .,p rO ress Re rt Final Re rt Noryert Address;z y'e<Pa e No.7of 1sz-.7:2.. Ful, Nimâ‚¬ oI Sp..;al In 5pâ‚¬ctbn: l-iuan Van Bui Compafly:Pl]cna Nu mberVanBui Inspection 7t+345-8266 Type of Int frâ‚¬c{Jonro Reinforced Concrete o Structunl Masonryo Prestessed/post-tensloned o Eolts in Coflcrete/Ma o Piling, Pica & Caissons a Smoke Controlr Shotcrete/Gunlte o Structural WeH lng sonry o Excaraton and Filis l Energy Comp,iance tr Insulating Concretgcypcrete o Hlgh Strangth BolUng o Spray-FIre Proou n9 s Tesung Re po,'ts Time Tim -a.Other 7Y-e_ Date z/"1,r Arrlvd DcpaEâ‚¬d Descrlptton and Lrx;a or. al ttYork Inspectedg.',/r +.@ /zqf 7s'L?4b /A,ezr t/1 ,22%)zA %, /'z<lz>/,Zd ""2//rL /d/g 1rlb 61/4va 1a _f 9*<-//r4//- _Q/ Zrczs (r'1a"oz.S7#e2e^ H:/>vs tp.1gp -/-, g'a1<- a /kgreus 7y'-/.s 4:/,r 4:9/-â‚¬1ce , ut/ gv--4V qp>- l8e@,c 4za,/7a, r Rernarksl/'/fu<.tuz ..2,/?.> V.,r_z -W.-la, zz - IHE FOLLOI{HG eL %aagz/ I HEREBY DECI.ARE THAT lS TRUE T0 I)iE BESf 0F rr{y KN0WLEDGE: : AM, CR trfy COHP t{y I S,RETA]IIEO BY IHE OTYHER OR lTE ARCHTEC?IEHGIIIEER OF RECORD TO PROViDE SPECIA'-IIISPECNOX FOR IHE WO RJ(COI'ERID 'II ?HIS REPORT,;, I HAVE PERFORMED IHE REQUIRED IXSPECNOil DURING IXE NfiE PER]OO AS STATEO ABOVE,l, rxewonxcowneoH rns ngponr ts rx coHr ORT4A'{CE IO I'HE APPROVEO!l0RXi,tAHSHlP PROVIStOI{8 OF THE COOE EXCEPT AS IIIDICAIEO OT}iERW'ISE, PI.A}IS, SPECIFICAI'IOIi S AHD APPLICA:J\ %,*-:>*-.4!-._' Perm 4 Re(ar-dA".h neâ‚¬rte.VEnEi is-i I 0notvRe9 m bcr PO 1 03 49 â‚¬{z.t-14- Signature: iiuan Van Bui, DepLty Inspâ‚¬ctor Date >.â‚¬> -/ GIty of S^4+ /a-4- tos Angeles Uniform eode program Uniform Proeedure I-7: Special Inspeltions Special Ins pection Report Alldisci'eparcr'es shall bâ‚¬hought to th6 iavnodiate atefitbo of li wo.* con RMANCE Forms and code rsquirg J'rEnb, s utn ;.1 t16 Confactoi for ca.r Ection. ll canectiom are not madâ‚¬ in a his repod h Euil d copies to Cosf&-br , Eoginger.itjmely maiia, t\is re po( shdl be used 6 a d rsueparcy no0ce.,drfiitect of record and O'{ner nO larer than lle busines d ay folloirirâ‚¬Submil thr a rigind to Buildiog Depa-rnent a nd copbs b &e conclusion ol $e special lns pection, For inspectons 9 realer th31 5 ConFaclor ;'te of record and O*rei.d duration a conform ancâ‚¬ resubmit orl d ieast 0nce eve l'?â‚¬ 9ii Thisisa: .,p recs Re Final Re rtR rt No.+3Ptqe$ AJdress;Pa e No.1of .DiSCREPAN CY 2441 tu. HFs FZ.*l / 4ttr* B Descdp tuod Full Name of Spa.ial In5pâ‚¬ction: l'luan Van Bui Type of Int Pe<{Jonro Reinforced Concrete. Prestressed/post-tenslone.d r ShotcretVGunlte CONFO /yar%,/z-e -Applled FIre proofino+a "o/ V*+- I Catl Company;Pnc n! liumber;VanBui Inspection 71+345-8266 c Structural M asonry o Piling, picrs & Gissons 3 Smoke Controlo Eolts in Concrete/Har:nry o Exca\rdton and Filis r Energy Compliancea Structurdl Wedh o o Spny! I nsuiatirE Concret{Gypcrâ‚¬te o HIgh Strength BolUng 9 OthaTlmeTimeDate 7/-/rg 8 ;a / o.'w g'e:2? //'4)1/ 4 Arrlvd Departed Doscrrp,Uon.ndL6;1;z on/., 3 , 2a=ol Work Inspeated 2$)27r*41 (2a),Z /$ -///7Vz-r42a7o .2X.Ez- .@..=-,*Z i Testing ReporE Z /tuez-=%,O z<t eA l:-C" r.z7z* Tkna$.fui. G //n44 c)?â‚¬cayatA P-e,"{/@-? *,O Remarksl /.4k ch:pp .27 %.fk-4 --h>zzaz-<-a z->:> â‚¬V\2 _sv7<,2,./c.<<3-A 2<4a 1 HEREBY DECLAiE fiAT IHE FOLLOHHG IS TRUE TO THE EESI OF IIfY KNOWLEDGE: lil : AM, OR MY COMPAI{Y I s,REIA]HED BY IHE OIVX ER OR THE ARCHIIECIIEX GINEER OF RECORD TO PROV]OE SPECIALSPECT]OI{ FOR ]HE w0Rx COVERED IH THIS RE PORT,i. I HAVE PERFORT'EO IHE REQUIRED II{SPECNO Ii OURJTIG IHE T][!E P ER]OO AS STAIED ABOYE,3, }HE IYORJ( COVEREO It{I}IIS REPORT IS IH COt{FORflAtiCE M THE APPROVED PI-ANS, SPECIFICANr!0Rx AltsHtP PROVtStON I0F IltE CooE ETcEPTAS u{otctrEo o T}'ERTIISE, {vz=-_-z 3zPerinit Numaer: Archit!.VE n*fngi isfd doc?tv Re9 Nuol 1 3 049 C-/a-Z1- SiEnature: iliran Van Bui, oepL.iy Inspâ‚¬ctor Da 0H5 Afi 0 APPLTCA it.}r Grty or 5A-* A2f tos Angeles Uniform eode prograrn Uniform Procedure I-7: Special Inspe[tions Special lnspection Re port.DISCREPAN CY Alldiscreparâ‚¬ies shail lâ‚¬ kDU ght to ti6 infiadi ai8 atentioi cr!ie Coflfacloi for ca.rEclion.ll ccnectolE are flot madâ‚¬ in atmely nranner, his re po( shal be used ae a d rscrepancy toUae.Subrxrt tir ari !l nd to Brri,ding Depa-t-nent a nd copies bCootraclorEne erl.d.ch i1e.t of record afid O*ra.. Thislsa: .,p ress Re rt Final Re rt Re rt No. * 2-ryâ‚¬rt Ardres5 ,VZ5 PA e Nc.lof,.{./a/v2. C5 jitriatCr: a>z..rl,Aâ‚¬-Full N l-1ua lme ot Spa.,a n Van Bui I ln5pâ‚¬ctjcn: Company VanBui Inspection P ncn! Number: 7t+345-8266Tyre ot Inrpectlon; o Reinforced Concrete c Sfuctural Masonru.: Prestressed/post-tenstoned o eo|tsin Conoit li,r.ron,: Shotcret{Guntte g Structunt Weld;o -*"', = Insutarng concretqcypcrete " irgh +;rgfi-#il.gTime nme o Piling, Picrs & Caissons! Exc.raton and Fills o Spny-Applled FIre proofino o O$er 3 Smoke Control r Energy Compliance r Testing ReDorE Date Arrlvd D.partâ‚¬d 7.'P-/ Descrlpt on and Lor:l on -d Work Inspectedtrfulc-(e) g?.<-1e..e, F/F a.zb,?-..5 pzp/_ '|'i'n( r/4- %,= 7 2tes',' /-oor/o- 4,/,2*2tzt) -_7:G) 4,/..o .* b-,s d..t\ a2aLl, //4 ///>Z?-?- Z1,a+*/. # 4^7o'=lt ,28'7.* r,/,t87/ru ,7 *?/4-?'.-tz'o c-t,.,s.-rc, 4--c$<]1z/4 ) -,/Z2Z{(z) riz) c c--a/ p,rg, /p\ /;'z-/ y z-e)i O zza-zz:--,r M, .-,,,-â‚¬2- /, â‚¬=; )d 4a -Z;.ft- F;e{|"@'z to/&2-' ryt c-ba/s ?;v c-/7-/tg g,z 2,'fl Remarksr /' et&'?'/tu'E Z eaa t/ffi..' &4 2-,7ztt, ,rfurS (%t4- ,nr^r"rr?^^Klff{i(uliniu,iffi ,ffir6rffi ir,Jr/-/z-, li#ll'{{igitfli1illl35lffr?,it,]lf&Hi|,o'",o^cHIrEcTErcrnEERoF RECoRD To pRo\4oE spEc,A,- i#trlTiiffi,,,htri*rfliJyl;*,*iNiilu'mpr'ffir3:f,,,^ToN5AHDAppcA: j'i natutei %r+z/4- Per,nlt !i-n !er:O ic,, Re(cid iPF. A.cfi trcvEDeu on Numbar:e/*&tv Reg 1PO 3049 S5 H|ran Van Bui, Deputy Inspâ‚¬ctor Da *o& s ubn"ltiis report to 0epartrcd and cop;es to Confa;lar,Engir3slA. chi{ect ol record and 0wner nc IdEi thai ille day follci,ringbuslnesSe conclusion sl tie speciaJ lnspecfon,Foi inspectcns grealer [h31 5 :ii â‚¬- Proiect Location: Owner: c.o. #1 Date:71712078 2941 N. Hesperian St. Santa An4 CA 92706 Thien Tenant Improvement / New Roof (Unit B Onlv) Ben Phan, P.E. (714) 251-4537 1 1541 Elizabeth Strpet Garden Grove, CA 92840 2016 California Building Code P" = 2,500 psi @28 days Ready-mixed concrete per ASTM C94 Concrete aggregates per ASTM C33 Cement ASMT C 150 Type V u.n.o. Minimum allowable soil bearing pressure = 1,500 psf ASTM A-36, ASTM a-92 ASTM A-53, Grade B Electric arc process by certified welders in approved licensed fabrication shop. i Prepared by: Building Code Edition: Concrete: Foundation Structural Steel: Pipe Columns: Welding: Concrete Masonry Grout: Reinforcing Steel: Wood Framing: Studs, joists, rafters Beams and posts: Glulam: Parallam 2-0 PSL: Microllam LVL: Ply,lvood: TJI: ,1 J ]J OF ASTM C90, Crade N, F. - 1,500 psi Type M. l:3: l/4 mix; Cement:Sand:Hydrated Lime or Lime Putry l:3:2 mix; Cement:Sand:3/8" pea gravel; l" - 2,000 psi. Deformed bars per ASTM A915; Grade 40 for #4 and smaller; Grade 60 for #5 and larger. WCLIB or WWPA Grading Rules Agency Douglas Fir-Larch f2 Douglas Fir-Larch #1 24F-Y4 or 24F-YB DF/DF (cantilevered) ICC ESR-I387 ICC ESR-I387 4 or more plies, Structural I or CD, CC Structural Panel per PS-l-95 ICC ESR- I l s3 (Ikvel) All information shown on plans relative to existing conditions are provided as the best present knowledge but without guarantee ofaccuracy. Where actual cohditions conflict with the plans, they shall be reported to the Engineer so that modifications may be made ih writing. Modifications of plans and details shall not be made without written approval ofthe Engineer. By accepting this calculations or report, the Engineer shall not be held liable for discrepancies not brought up to the attention ofthe Engineer. The design analysis and calculations were done in accordance with generally accepted engineering principles and practice. bl t {r2 .:l2l3UuEXP IItv STRUCTURAL CALCULATIONS Tille Block Une 'l You can change lhis area using the 'Settings' menu item and lhen using the "Printing & Tit]e Block" selection. oescription : RB'l ' Rool Beam Prcject Title: Engineer: Project lD: Project Descr: Prinlad: 8 JIIL 2018 11r46P[/t Calculalions per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 l Load Combination Set : ASCE 7-10 Material Properties Analysjs l\,lethod : Allowable Stress Design Load Combination ASCE 7-10 Wood Species iTrus Joist Wood Grade : Parallam PSL 2.0E Fv Ft 2,900.0 psi 2,900.0 psi 2,900.0 psi 750.0 psi 290.0 psi 2,025.0 psi Fb+ Fb- E : Modulus of AasliciyEbend-xx 2,000.0ksi Eminbend-xx 1,016.54ksi Density 45.050pcf Repettive Member Stress lncrease Fc Fc Prll Perp Beam Bracing : Beam is Fully Braced against lateraltorsional buckling D 008 16 3.5x16.0 Span = 27.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Unifo.m Load : D = 0.010, Lr = 0.020 ksl, Tribulary Width = 8.0 ft, (Roof Loads) DESTGN SU-MMABY: . -_,-,_,, ", Maximum Bending Stress Ratio Section used for this span lb Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downwa.d T.ansient Deflection 0.435 1 Maximum Shear Stress Ratio 3.5x16.0 Section used for lhis span 1 ,757 .4'l psi tu : Actual 4,037.73psi Fv : Allowable +D+l-r+H I Load Combinalion13.500f1 Location of maximum on span Span { 1 Span f where maximum occurs 0,805 in Ratio = 402>=360 0.000 1.208 0.000 Max Upward Transient Deflection Max Downward Total Deflection Max Upwad Total Deflection in Ratio = 0<360 in Raiio = 268 >=180 in Ralio = 0 <180 Design OK Vertical Reactions.:Support notalion :Farleftis #1 Values in KIPS Load Combination Overall MAXimum OveEllMlNimum rO+1 +O+L+l +0+LrrN ao+S+H +DO.750Lr+o.7501+H +0+0.7501+0.750S+H +D+0.60w+li +D+0.70E++l rD+0.7501r+0.7501+0.450w+H 3.240 2.160 1.080 1.080 3.240 1.080 2.700 1.080 1.080 1.080 2.700 3.240 2.160 1.osb ,t.osb 3.240 1.08i) 2.700 I 08p f.080 1.080 2.70h brv COOE REFERENCES l-- I I 0.217 :1 3.5x16.0 78.55 psi 362.50 psi +D+Lr+H 0.000ft Span # 1 Support 1 Support2 Tifie Block Line 'l You can change Ihis area using lhe "Sellings'menu ilem and ihen using the'Prinling & Tille Block' selection. Descr plion : RB 2 Rool Beam CODE REFERENCES '' Pro.lect Title: Engineer: Project lD: Project Descr: Printed: SJUL 2018, 11i47PM Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Sel : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Fb * Load Combinatim ASCE 7-10 Fb - Fc-P l Wood Species : Trus Joist Fc - PerP Wood Giade I Parallam PSL 2.0E Fv FI Beam Bracing : Beam is Fully Braced against lateraltorsional buckling 2,900.0 psi 2,900.0 psi 2,900.0 psi 750.0 psi 290.0 psi 2,025.0 psi E : Modulus of ElasticryEbendxx 2.000.0ksi Eminbend,xx 1.016.54ksi Density 45.050pc'f Repetitive l\4ember Slress lncrease 0.08 Lr 016 3l5x1s o Span=300ft lied Lo Uniform Load: D=0,010, Lr = 0.020 ksf, Tibutary Width =8,0fl, (Roof lroads) DESIGN SUMMARY. Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ralio Seclion used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Nlaximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.430 1 3.5x18.0 1,714.29psi 3,985.29psi *D+k+ 15.000f| Span # 1 N.4aximum Shear Slress Ratio Section used for this span tu'Aclual Fv : Allowable Load Combination Location ofmaximum on span Span # where maximum occurs 0.2'14 : I 3.5x18.0 77.58 psi 362.50 psi +D+tr+H 28.577 ft Span # 1 n Ratao = n Ratio = n Ratio = n Ratib = 620.8 0.000 1.293 0.000 Design OK Vertical Reactions Support notalion : Far left is f1 Load Combinalion overall MAXimum OverallMlNimum {Drti rod+fi +D+l-r+H +D+S+fi rDr0.7501rr0.750l+H rxl]o.750110.7505+ti +0r0.60w+ti +D{0.70E+H +M.7501r+0.7501+0.450W+t 3.600 2.400 1.200 1.200 3.600 1.200 3.000 1.2N 1.200 1.200 3.000 3.600 2 400 1.200 r 200 3 600 1 200 3.000 1.200 1.200 1,200 3.000 rrl ) l I L_ * ___ 417 >=360 0<360 278 >=180 0 <.180 Values in KIPS Suppo( , Suppod 2 5t312014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER- THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDEO BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: lf the certiticate holder is ah ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be ehdorsed. lf SUBROGATION lS WAIVED, subject to the terms and conditions of the policy, cedain policies may require ah ehdorsemenl. A statement on this ceJtificate does hot confer rights to the certificate holder in lieu of such endoBement(s). PRODUCER Hylant Group, lnc. - Cleveland 6000 Freedom Sq Dr, Ste 400 lndependence OH 44'131 Sall Ha I PHONE 216447 -1050 216-447 40BA ADORESS sal ha ant.com INSURER AFFORDING COVERAGE rNsuRER^: ACE American lnsurance Co 22667 INSUREO The Sherwin-Williams Company 101 W. Prospect Avenue Cleveland OH 44115 SNERCOM.Ol INSURER B: lndemn lns Co of N America 4357s rxsuRERc I ACE Fire Underwriters lns Co 20702 INSURER O INSIJRER E CERTIFICATE OF LIABIL]TY INSURANCE COVERAGES CERTIFICATE NUMBER: 1486708640 REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOICATED. NOTWTHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIAED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDIIIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE Of INSURANCE INSD LIMITS X COMMERCIAL GEIIERAL LIABILITY CLAI[TS.i,iADE OCCUR GEN'L AGGREGATE L IT4IT APPLLES PER PoucY fl i$t fl Loc OTHER: X x HDOG46770924 HOOG467709t2 5,1/2018 5h/2018 5/1/2019 511QA19 EACH OCCURRENCE $ 2 000 000 DAMAGE TO RENTED PREMISES lEa occurence)5 2 000 000 MEO EXP lAny one pe6on)S PERSONAL & ADV INJURY $ 2,000,000 GENERAL AGGREGATE $ 10 000.000 $ 10 000.000 $ 5.000.000Pbd/Comp Ops Ea O@ AI]TOMOBILE LhAILITY X OWNEO AUTOS ONIY I]IRED AUTOS ONTY X SCHEOULED AIITOS NON.OWNED AUTOS ONLYXX rsAH25156997 5t1AA1A 5/1/2019 COMBINED SINGLE LIMIT $ 5.000.000 BOOILY INJURY {Pe. pecon)$ BOOILY INJURY (Per aeidenl)s $PROPERTY OAMAGE 5 EXCESS LIAB OCCUR CLAIMS,TIADE EACI.] OCCI]RRENCE 5 s S AGGREGATE DED RETENTION $ Bc WORKERS COI'PENSATloN ANO EIIPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? DEsa-RlPTloN OF OPERATIONS belod N scFc64738383 w1RC64789016 51112014 5i112018 5/1/2018 5t112019 5hDA19 5t112019 X ER E,L, EACH ACCIDENT $ 2 000 000 E,L, DLSEASE EA EMPLO $ 2,000 E,L. OISEASE. POLICY LIMIT $ 2.000.000 Eress Wo(ets'Comp wcuc64788395 5/1/201I ,1t2419 s2,000.000 DESCRIPTION OF OPERAT,ONS / LOCATIONS / VEHICLES {ACORD I o l. Additional R.marks S.hedul., may b. .ltach.d if more spac. is r.qui..d) ALL LOCATIONS AND OPERATIONS OF THE NAMED INSURED AND ITS DIVISIONS IN ALL STATES, WC SELF-INSURED STATES: AL,AR,CA,FL,GA,IL,IN,KS,KY,LA,MD,MA,MI,MO,NJ,NY,NV,NC,OH,OK,PA,SC,TN,TX,VA Thomas Ducthien Pham is an Additional lnsured, where required by written conlracl, wilh respecl to premises leased by the Named Insured localed at 2941A North Hesperian Street, Santa Ana, CA. Store 114360-1. CERTIFICATE HOLDER CANCELLATION ALJTHORIZEO REPRESENTATNE ll,Jl ^W @ 1988-2015 ACORD CORPORATION. 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