HomeMy WebLinkAbout10195409 - Permit (2)EProiect Address: 2620 S Hotel Terrace Dr
Assessor's Parcel 411-'131-06
Unit
Block: NA Tracl NA Historic. No
City of Santa Ana 20 Civic Center Plaza (M-19), Santa Ana, CAg27o2 Building
Permit Counter: (714) 647-5800 lnspection Requestsr (714\ 667-2738 lnspector Section: (714) 647-5853
Permit #: 10195409
Pin #: 33879
Building Use: Hotel/Motel Occupancy: B 1st FL Area Patio:
Job Type: Tenant lmprovement Constr Type: V A, SPK 2nd FL Area T LArea: 9OO
Nature of Work: Breakfast Area/Utility Storage Roon Code: CBC 2016 Other Areas: yards Req,d
Existing Bldg. & Use: Hotel Flood zonel x-o6o232o278J Garage Area: valuation: $35,310.00
Proposed Use: Breakfast Area/Utility Storage Roo # of Stories: 3 Totat O
Description of Work: Remove interior walls & (3) restrooms to convert guest rooms 112 114 & 116 into a breakfast area & a utility storage room. Add
buffet counter & equipment. B occupancy with occupant load of42. Max.
Planning Conditions: lnterior ti only. All matsrials to match existing
Owner:
Address
Phone:
Tenant
Heritage Hotel Group
25240 Enterprise Court
Santa Ana, CA 927055447
(949) 204-1101
Claraon lnn & Suites
Contractor: New Eco Concept
Address: 7006 Dorland Street
Chino, CA 91710
Phone: (909) 837-8787
State Lic #: '1008882
Lic Typer B
Bus. Lic #: 365795
Workers' Compensation lnsurance:
Carrier: EXEMPT
Policy #:
Expires:
Address.
Design Concepts
Shiv Devidas Taliwar, Arch AIA
3340 Riverside Drive, Suito M
Chino, CA 91710
(909) s91-3939
Design Concepts
Shiv DevidaB Taliwar, Arch AIA
3340 Riverside Drive, Suite M
Chino, CA 91710
(909) 591-3939
c-23417
Architect /
Desiqner:
Addressl
Phone:
License #:
Phone:
License #:
Planning Approval By:
Plan Checked By:
Permit lssued By:
NPDES lnsp. Req'd:
PWA lnsp Req'd:
Planning lnsp. Req'd:
Landscaping lnsp. Req'd
Orozco, lvan
Mazat ji, Zac.
Zuniga, Allissa
Date:01/29/2018
Date: 05/07/2018
Date: 06/05/2018
Subject to Field:
Misc. Receipt
Misc. Receipt
Misc. Receipt
Account#
70543
57607
53600
57770
57672
5 7600
5760 7
$216.00
$306.00
$57.92
$2.00
$21 25
$52.98
Permit Fee
Plan Check Fee
lvlicrofilm Records
Bldg Stds. Revolving
General Plan Update
lssuance
No
No
No
No
Fire lnsp. Req'dr No
Police lnsp. Req'd: No
Flood Zone Cert. Req'd: No 01 1 16002 51600
01 1 16002 5160'1
01 1'16002 51612
01116002 57770
Every permil issuod sha become invalid unless the wo* on the site authoized by
such permil is comfienced within 180 days aftet its issuance.ot if the work authonzed
on the site by such pernl is suspended ot abandoned for a peiod of180 days afler
lhe time the work iscommenced.
lnspector It/lD#: 20'17-133818
$21.25
$268.98
$2.00
$57.92 Fee Total
Paid to Date:
Balance Due:
$656 15
$306.00
$350.15
Lot NA
Bldg: Address Range:Suite Range:
Zoning: M1
Engineer:
017760 02
o77760 0 2
077760 0 2
0 71760 0 2
0 777600 2
07176002
Total
BUILDING- INSPECTOR RECORD
SITE-WORK DATE COMMENTS OWNERAUM
I hcrchy rfllnn undcr pcMny ol Frjury thdt I dn cxc'npr lI,nr lhc ConlEcror' Liccns tiv tbr rhc iollowitrg rclsl (Sc( 7o:11.s
Blsincxs and Prori$ion Codc): Atry Cny or Connty $hicn requir.s a lEnnit to oniru.r. ulrcr iryrovc- .kmlhh' il]on lny
nddm. pri(n ro ils issurnce. :ko rcquncs rh. anll{anr a{tr \!ch Fmir ro ,ilc a risned sllrcm.t that hc or she t licenscd puNrnl
ro Ihc provni.ns or rhc Conrn.ror\ l-ilrnscd ljw (Chrprcr 9. Comrrcncnrs wrh Sc.rtu. 7000 ol Djvisnrn I or rhc Bxsinc*ind
ProfcsionsGtc) orrtrt tEorshc is.r.nu thcrcfr.nrnd rh. htrsis lbrrhcsllc8cdcrcmprior AnyvidslionoiSccrionT0ll5hyany
rmli..d (tr r r.rdir \!hjc.rl rhe amlicnnl ro rcivilFmlly.l tror.mrcrhln llvc hundr.d dolldi! ($5(rJ)
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p*p"ny. or my cmplortcs wirh wnscs as rhcr slc $mpcnsanon. wrU do th. *ork ur, thc nmrm is mt
irrcndcd or offcr.d lor slle (SN.?044,llusincs lnd Prorcsions C]odc Thc Contu rofs Licens. Llw docs.or lpply t, !n owernf
rhcpmlEny who hoilds or nIomvN rh.a)n. n l wlr, dms {ci +r,* ninFcll or hcr scll or lhrcuSh hh or hcr ow. cnrplorcus.
poviden rhnt such imaturmnb m tur inrendcd or onarct for sh ll howcvrr. thc hoildir8 or h{mvc'hnr is $kl *irhin o'r t*
ol .onplcrkr. rhc Owtur Buiucr *ill har rh. bunin of tmvir8 rh,r tr or sh. dil dn ttuirl or itr{ltuh lnc pmFny aor rlt p!,Ins ol
-{t. * n*n", nr,rr" p-p"ny, ,'n cr.lurircly conkacii'B wirh liccn{d conrncbN b coosrru.r rhc l,mtcr (se 704,r, Bu{in ss
md h)r.\sio Codc: Thc Conllicrols Liccnsc Ltrw dMr no' aprly kr anowicr olp,npcn, who builds or improvc\ tnercon.r.d Nho conLa.rs itr ruch pnjc.t wirh I Co nrllct on 9 I iccnscd l)utrumt lo rhc Conlractors Licctr* tr*)
I nm.rc'npi u.dcrSsrion_. B &PC forihicmsn
Drt., Om*:
ryoEKE&tttlMtENtfMN
DLCLAIAIION
Ih.rcby rltnDx lcr pcMlryofpcrjurronc ofrhc rnlh*iof dcclar.rn{r:
*l hnrc {xlwillnuinrrin rCcnili.nr.olConscnr rr Sclt lnsurc lnr wnrkcG conpcnsarion. os fovidcd lor hyScclionlTmofrhc
I ibor codc. ld rhc pcrfordarcc of rh. work tu wh ich rh. Dcirnir h issucd
rh. sork r,tr*hichrhis ntnnit is h{k{. Myworkcr{i(n in\!fu .c .nricr rid I,lic) ntrmhrr rrc:
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v, ^n,tf,(nE {,bJ.cr l,' llN sorkcrs.onDctrsrhu hssorcrlifonrir. ! a8tocrh irl \hould hcco ,. s'hrccrt,rhc
r.rkcr\ coiDctr\rrionptr,vi\ions.iSccltD-170Oolrh.titsrCodc.lshrll.la(hwirhr. rtry $irh rho* pn,yhi.is.
WARNIN(;: I'i'lut t' {rurc workcr'.rnrpcnr{i{nr .o\is xtrlawlnl, .nd shdl suhicl an cnrdoy$ k)
.ivil fitr.\ trp b onc ho(llcd thouqnd dolhB if n dirtrtrr r! rh. lon ofconrtcr\rrnnr. dr rgr
Srcri({ ll)76olrh.lxhn (ixlL. intry.{ xn(lir
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/:k4R
I hcmby drrmnnder pcMlryofri.rjlry that rherc is o onnruciiotr Lndir8 i8.m, ror $c pcrfo.mN. ofrhc wu ror whichrhi\permir i\
ksu.d(sm 1097. Civ C.)
trndei\ Nanr
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limbyrliimondcr pctrllry ol'pcriury om ofrh. n)ur$Ln[ dc.rirdrn rs
l\moliinnr l'cnniIs.Asht\los Noli,icrliotr lrcdcml Rcgullrn,ns (1ii1r.10. Pnn6)
-RquncJ
Lcrrcr.f N.lifi di0.
l.cniaylhrl I h.vc r.rd lhis ap,il i.nJ,xjldcrhnrihcrhrr lnlnrndor notrr.i l rsrlt L c.n,!lv snh all C randt.(rnrv
odinanc.\ rnn Srxrc l:'ss rcldins huilding construcrion. nn hcr.byaurkrnc rcprccnhrivcs sfrlir Cnyand Coonry k,.nrcr u[x,n rhc
!h'v. nrcnrnnrcd I'ropcny tur 6n'(
Set Backs
Erection Pads
UFER Ground
SLAB Floor
Subf loor/VenVl nsulation
Rool Sheathinq
Shear Wall 7-rc..$ Jt ,{ffi)
/4o tK,-t,tdh*4;7/.,,-
Drywall 73tj,rc.Atq
,6xt^ltnt. Latfr t pll t/b--t w
a
It4ason ry
T-Bar
Handicap Req.
Deputy Final Report
Engineer Final Report
Flood Zone Cenif .
FINAL //-t-ta J/a{o*G'(Q
Certificate of Occu pancy
ID/SIG.
Forms/Steel/Holdowns
Framinq
lnsulation/Enerqy
i.,442
)zldW
Pool Fence
Notes, Remarks, Etc.ol thc aurinc\\rnd Pn,lision\ Codc. rnd my li.cn\c h in lnllhrccandeilccl.
lccnrliihnr rlr lcdfrl rcguldnrn\ ogffi]nr8 r({no\ rcmrvrlnrc nor 0nt,ll.rhlc lo rhis Dfl!$r.
--------'2
1.LA ,,r-! A'r3';' ac;'o{.l
Los Angeles Regionol Uniform ,'LARUCPT
Code Progrom "'n"".."*-,*.1'
STRUCTURAL OBSERVATION REPORT FORM
STRUCrURAL OBSERVATION msans lhe visua/ obsaNalion ol the structural syslam, fot gonoral contormance to tho aryroved
plans and specificotions, at signilicant construction stagos and at complotiotl ol the structunl systafi. Slructural obso".?alion does
not includo or waivo tho rcsponsibility lor lhe inspactions rcquired by Section 108, 1701 or other seclions ol tha coda.
Report No. 1
h 30th of JUNEThisrl rncludes all construction work throu 20 1 P No. lofl
EOS ELEM€N'3
[: M6l Foundataon
{lr57*tt nzt o*t
of EPcx'Y
bowPt (
lNTo €"xttft^/6
F0o7t /v("
@ zu're6'o11
Stas * poor,i"
[J Carsson, Piles, Grad€
86ams
ALL WORK WAS PERFORMED ACCORDING TO PLANS
Design Concepts - Shiv Talwar
a
909-510-051 2
Phone NoProiecl Addre8s:
2620 HOTEL TERRACE DRIVE, SANTA ANA. CA 92705
Building Peml No Slruclural Obsarvallon perlomed by'
Shiv Talwar - Principal Architect
Proiessional Lic /Reg No otobsorver
c-23417
FOUNOA'ION FRAMES FLOOR
I Fooling. Stem Walls Lll Concrete i: Steel Mom€nl Frame D Concrete
fJ i/asonry fl Steel Braced Frame fl Steel Deck
L-lwood I wood
[ 1 aetainrng Foundatrcn
Hillside Special Anchors
D Masonry Wall Frame
[Z others:
FPo>U ANt-t+&,
NO DEF]CIENCIES FOUND,
I DECLARE THAT THE FOLLOWNG STATEiIENTS ARE TiUE TO THE BeST Of MY KNOWLEOGEi
1. I A" THE E},IGINEER OR ARCHITECT R€TAINED BY T'IE OWI{ER TO BE IN RESPONSTBLE
CHARC€ FORTHESTRUCTURAT OBSERVATION IN ACCORDANCE WITH THE REOUIREMENTS
OF IHE CIIY OF LOS A}IGELES.
2. I. OR AIIOTHER ENGI}IEER OR ARCBITECT WHO I HAVE DESIGNAIED ABOVE ANO IS UI,IDER
L€ CHARGE, HAS PERFORIIiED THE REQUIRED SITE VISITS AT EACH
UCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GEI{ERAL
PROVED PLAIIS ANO SPECIFICATIONSi
S WHICH R€MAIN TO BE CORRECTED HAVE BEEI'I II{DICATED
PTAI{CE OF THE STRUCTURAL SYSTEMS AY TXE CITY OF LOS
NTIL ALL RVEO DEFICIENCIES ARE CORRECTEO
io
SIGNAI S'i MP OF STRUCTUNAL OBSER\€R ]
ALL NOTEO DEFICI
AtsOVEt
1, IR€COIIIIMEND THAT
ANG€LES AE \IVITHHE
tC-f3 11
ty,t0
NOTED DEFICIENCIES with the proposed corresponding correclive actlons with respect lo gonoral conformance
with the approvod plans or in the load path; ( A fina! report by the structural obseNor which slates that all obseNed
deficiencies have been rcsolved ;s rcgured befaro accoplance ol tho work by the building officials.)
OBSERVED PREPARATION AND INSTAL.LMENT OF EPOXY DOWELS INTO EXISTING FOOTING.
Phon€ No. o! Observer
909-5'10-051 2
ELEtiIENTS/ cONNEcTlox
OBSERVATIOI.I LOCATiON
flcgncrete Mgment
Frame
I otners i otners:
il othersr
a
r"tMrr
lrlrPr{frl. n' lull0iic l,r0 \rra,t
Los Angeles f,egionol Uniform
Code Progrom
STRUCTURAL OBSERVATION REPORT FORM
SIRUCTI)RAL OBSE&VAfrorv ,re aos the vislral obsovatian of the structtral system. far general conlormance lo the apprcvsd
plans and specificalians al signilicanl corslruclion st ges a nd al catnpletiot of the structural sysler,. Structural obseNalion does
tlol inclurle or Wiv
Report No. 2
Thrs re rt rncl s all construclion work thro h 30t\ d of JUNE 20 1 No. 1of1
srRircTuRtL GtE*tENTs ANo TSera coNR€c1loN5
F O U I.I DATIO N
:FMT€RIOR
tIOOb - FRA}XED
51iE4R WALL
NOTEO DETI ENCIES with the proposed corresponding corroctive Bctions with respect to goneral conlormance
with the approvod plan6 or ln the load path: I A final repod by tho slructurcl obsever which
deliciencies haip been resolved is .equirod belore acciptance ol the work by lhe building officials.)
slales fhal a// observed
O DEFICIEN IES T'OUND
I OECLARE THAT fH
1- IAM THE EI\IGIiI
CHARGE FOR?H
or rHr crrv (r
E FOLLOW'ftG STATEMEI{TS ARE TRUE IO THE AEST OF
"Y
KNOWLEOGE:
EER OR ARCHITECT RETAINED AY THE OW}IER TO AE IN RESPONSIBLE
E STRUCYUR.AL OBSERVATION IN ACCORDANCE wlTH'HE REOUIREITTENTS
LOS ANGELES,
2. I. OR ANOTHE E'IGINEER OR ARCHITECT WHO I HAVE DESIGI{ATED ABOVE AND IS UNDER
i,Y RE HAS PERTOR ED THE REOUIR€O SIIE VISITS AT EACH
OiI STAGE TO VERIFY IF TH€ STRUCTURE IS IN GENERAL
EO PLANS ANO SPECIFICA?IOHS:
WHICH RE'{AIN TO BE CORREC'ED HAVE BEEiI ITIOICATED
ANCE OF THE STRUCTURAL SYSTEMS 8Y THE CITY OF LOS
L ALL OSSERVEO DEFICIEI{CIES AR€ CORR€CT€o,
du/r.,30,1o1
SICNATUR srArP of srpuctur.Ar. oilsEivEi )
2620 HOTEL ]TERRACE DRIVE, SANTA ANA, CA 92705
Projecl Address: l Slruclural Observer of Record (SOR)
Design Concepls - Shiv Talwar
Phohe No. o, SOR
909-510-0512
Building Pernl Nl
I
Slructural ObgeNalion pero.med by
Shiv Talwar - Principal Architect
Phone No. ol Observer:
909-510-0512
Prohssional Ljc./Reg. No. oi Obstrvar
c-23417
FRA,i.IES ELEA'ENTS/ COi{ N € CTIOft
oSsERVAf tOt{ LOCATtOti
fl Footing. Slein Walls ! Concrele fl steel Momenl Frame ll concrete
fl Mat Founda$on flMasonry il Steel Braced Frame I.l sleel oe.l
ilq s Gradelll Caisson P
Beams
l woor:ll-l concrore Moment
Frame
I] wooo
LJ Retalnlng Fdundation
Hrrlside Sodcrel Anchors
fl otnea E Mason.y Wall Frame I ohers
-.-l olhers E otl"r"'
wdoD PRAI E
Ri,IANCE WlTtl
xoreo dercrexcvE; i
COMM€}'I
BE
c-?3at,
7 l,,lts
|lr-m ts rP}l rrtR.t frr200/,
L VTR ilAri:
8
, ' -'; i'6":" o'"'ot,.LARUCP]
FLOOR
ALL WORK WAS PERFORMED TO APPROVED PLANS & DETAILS,
THAT