Loading...
HomeMy WebLinkAbout10197524 - PermitCiff of Santa Ana 20 civic center Plaza (M-19), santa Ana, cAg27o2 Building Permit Counter: (714) 647-5800 lnspection Requests: (714) 667-2738 lnspector Section: (714],647-5853 Permit #: 10197524 Pin #: 79999 ry Proiect Address: 1509 S Shelton St Assessor's Parcel: 013-221-03 Lot: 3 Unit Bldg: Address Range Suite Range: Zoning: RlBlock: NA Tractr 1625 Historic: No Building Use: Job Type: Nature of Work: Existing Bldg. & Use; Proposed Use: Single Family Dwelling Patio Cover Patio Cover Sfd Wgarage Occupancy: Constr Type: Code: Flood Zone: # of Stories: R-3, U VB cBc 2016 x-0602320257J Patio: 364 T.l.Area: Yards Req'd Valuation: $300.00 Description of Work: New 364 sq ft attached patio cover per city standard. Auth on file Eql{h+:4:,i62Ll - rrr2g,,';tr.rlS il_'r LRoSALESPlanning Conditions: Vicente Castillo 1509 S Shelton St Santa Ana, CA 927072135 (7',t41 273-8211 Owner: Address: Phone. Tenant Contractor Address: Owner-Builder Engineer:ficpt Trnn : Ref+: l|197524 :n?364549 - S.':S,/?nlS ?:40 Pn(l,.t ion Totql i3;tj, tlg I iient e (nst i l lo Phone; State Lic #: Lic Type: Bus. Lic #: Workers' Compensation lnsurance Carrier: Policy #: Expires: (ienernl Pl nn tlpd nt e r:r t 11.3Ifl:r?- rj I .a rl r:r r:rrl r-1- HLrildins r:r 1 I 1 6r:[-]11- 51,{rl 1rl0l:l- Bl cis Stds F:evolv ins t:r11 1,1itl?- 5161?ulltt- F'-lt Prt i 1d irrs n111,4n0?- 53,50Drlrlr:r- llnEtEr Clrrd Phone: License # Architect / Desiqner: Addressl $22.09 $2!5. (r4 $ 1 . !:rtr $141,96 $370. r:rg ['qc Planning Approval By: Plan Checked By; Permit lssued By: NPDES lnsp. Req'd: FWA Insp Req'd: No Planning lnsp. Req'd: No Arabe, Jill Ahangian, Kathy Zuniga, Allissa No Fire lnsp. Req'd: Police lnsp. Req'd Date: 08/28/2018 Misc. Receipt: Date: 08/28/2018 Misc. Receipt: Date: 08/28/2018 Misc. Receipl: Subject to Field: No No Account# 07776002 51501 Permit Fee $150.00 07776002 53600 Plan Check Fee $141.96 07776002 s7672 Bldg. Stds. Revolving $1.00 07116002 51600 General Plan Update $22.08 07176002 51601 lssuance $55.04 Total Landlcaping lnsp. Req'd: No Flood Zone Cert. Req'd: No Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced withn 180 days aftet its issuance,ot if the work aulhgized on the site by such permit is suspended or abandoned fot a peiod of180 days aftet the time the wotu is commenced . $370.08 $0.00 $370.08 MtD#'. 2018-145723 0't '1 '16CC2 51600 01 1 16002 5160'1 01 1 16002 51612 01 1 16002 53600 $22.08 $20s.04 $1.00 $ 141 .96 Fee Total Paid lo Datel Balance Due: 'l st FL Area 2nd FL Area Other Areas: Garage Area: Totat Address: Phone: License #; lnspector BUILDING- INSPECTOR BECORD DATE ID/SIG.COMMENTS OWNER BTIILDIIR DIiLCARATION I hrchy rflnn u0dcr nctr{lry ol pciury rhur I !m cxcmnr lirnn lh1 Conracr{K l-i.cn\d lrw ror rhc blbwins rc.or iss.?0.11.5 Irusir$s rnd Pmfcsi,,n C{xlc): Any Ciry or nr t ehich rcqutcs r lrnn t, .ofnrud. alrcr. iNnrov.. dc.'ohh or Eprn rny {fl.rurc. tri{trro irs i\iurtr... rho rcquir.s rh.,rdi.d r lar nkh lEnnil ro rilcn sisncrl{ cmnl rhar hcor sh. is li.cn!.d Nsu,trr lo rhc arovhions oi rhc Conlracrols Liccn{n ljw (Chlplcr 9. Conrnrncin! *irh sd.rion 7uJ0 ol Divhion 3 ol rhc hNincs "ndPn,fcsiotr\Code)orrhrh.orrhci\.rcmprrh.rclm$rndrhchNnl rhcrll+cdcxcmDriotr.Anrvn,llriq.fs.crxn70ll5hr_rtry rmlutrr lnr aFrnrir \uhtcdsrhc itpli.anl ro !.ivilpctrllryo{ nor nrrclhitr lirc hunJrdldolla'\ (S5(X)) _1.as o*ncr of rhc lr,Fny. {tr ry cd'lnoyc.\ *iih v+cs r\ rhct *lc ..'nNN lotr. ll do lhc wort ud lhc {turh n n r ic Lrl oronar.d fn sL (Sr.7M4. au(irE\srnd Profcsi(rNC, c TIE('onrrrcrois I iccns.ljsdoc\norrnPl,brtrown$.1 rtu nmpcny who buink or nnproks rhcF)n, rfrl qk, doc\ nrh trtrk himtclf ot h.nc lf rrhoughhkorhcrownc r,n.rcc!. Irorid.d rh nEh irnnn'vcnrnh irc nor inr0xhd or o,lbm,l lnr eL lr.howcrtr.rh.l iklir8orim,'Fumd t$ld *irhi",,nr 'totron{krn,.. rhc Oend auiud will havc rtr htrdc oflrovinB rlllr hc.rrhc dil mr l[iklor i'nlrolt rh. pn)r.nt lor IIE PUIF,{of L Nowrr olrhc t'tuNnr. unr cxcl$nclr co rrlirs$irhli..n\c,lontrtnn,connndrlkpr)ic.r(S..7()rl.[t\i'rr\! Nl l,Id6sio!Codc:'l'lrConrrrktrsLiccis.t-rtrdoc\norrtrd)roni.sncr!lDr,t,crrywhohDlki\ori'!rovcsthcicon. rnd Lvho.or((ftr{r.hImjc.l(*irhr(iinnacl.(rll.ctrr.,lntr'ruarrhrhc(inrrn.Ln\l-i.ci{l-a*) ,^'.{5ttsftffiffint/r/ Dl;l! IltroN I hrr.htrlltrutrdrr JIfrlryotltrirryon.ol rh. nilkNi'rg J..lrntnN -lhivc lnd $illruiruhfl CcnificarcolConsnrt' s.llln\orc f{r workc6' .onlEnsarhn. !s ntovidcd lor hysc.rn{lTmofrhc trhor c'odc. for lh( |.rfonmmc oi thc work ri,r s hth thc Frnril is irsud rhcwolkrar*hichrh\IrnnirisnsucdMy$ort.^.onrrcnsrri(nrifsufutr.c(rfi.irnrlFlicynunficrrrc l"rry Nunrh.r I r.nilyrlnrn,rhc rurfonnrtr.. f rhc work rr which rhis Ni,nx is nnrcn.l dr.ll tror .mploy an, ,c6oi in rnynr.trtur $ Ntoh..onr suhld b rhe*(rkcm comri.nsllion lawr or Cllililrnir. ridr8rcc rhd ill sk)uld hcconE shicd hth. *orkcrs, compcnlilion pnvnion\ ofSccrion]7m olhe lf,titr Gxlc.l \hnll ronh\irh.ornnli" *ith rh)e Pri,vi\ion\ wAnNN(; Frilurc ro K!ru witrk.r\, cd rr.n\ari(,n.ov.n'sr i\ utrl.wlul. md \hrll suhFl rn cnlpk,yrr r) dinn rll(u'nk\ lnd )f comnrn{rnr. di x'Acs as Drovidcd lor rhc ,,.,.7-atr - /tr a eaIZ19 DECI.ABAII!}N Ihcrcbynflird utr,lcr n tulry olr.qury rh l mr liNn*l nMcr [ovi{ion oI Chlprcr 9 (co rmncing tirh S.tti)n 7UX)) oI Divi\ion :] oi rhc llu\incs 0.d ProlesionsCode- ud my licrn* n in rull ntrd drl cffc.r laNrlalll&lLllilJlNl;.-dliENrl is{rcd (Scc ll)9?.(iv ( ) l-c rlri! Adnrc\\ ]Itfl,rc Nfllu(r -BA[lot Ih!'.nyrlllnnutrtlcrItnrlrrol p.'turr.n.ol rhrk,lk)wtr,9 c.lxrxrid,! t)cnn,lri!tr t'cflnlls A\tn.{o\ Norilicrri,r |.n.rrl R.guLxrnrN { l'rt.11r. Pri16) Rc!utcd Ldrcr ol Noriricnri,n, I.('r,lyrhnrrli.lc.,ilrcAnliriofl\rcA lrn! rsh(n.r r.n\1lrr. i,.rxnp i.rhlr t, rhn t()Jr.r I .r'1 l1 rhxl I li\c 'c rr irlitrniri,tr, \.on..r Ir('cck,.oir|t\irIillCiryxtr,l(,rn v on nxnr.\ rkl Srn.l r\\,r x byaurhoriTc rcnrc\rnrrrivc! orrhi\ Cny aM County h ctrlcr npotr rlE {tmvc nrcnriorcd propcn} itr /lrpli(oor or ,\A.trr SiAnnr 3- at* Set Backs Forms/Steel/Holdowns l0-.{-ta -D,.9*(qq) Erection Pads UFER Ground Sublloor/Vent/l nsu lation Roof Sheathinq 4 Framinq 2 to-'t- t6 )-S-*(AD lnsulation/Energy Drywall Ext./lnt. Lath Brown Coat lr/asonry Pool Fence T-Bar Handicap Req Deputy Final Report Engineer Final Report Flood Zone Cenif . FINAL fzE-)1y' ./*.{rA .ro Certiticate of Occupancy Notes, Remarks, Etc SITE-WORK \ SLAB Floor Shear Wall !)cd,ea l! , ,:tC' E =t L t] - .i -. 9 01 /7 ' z =t2 t- . t ) 6- (- \ rC - ) r- ! &t o .a.9 B !l E .! l tt .I 8 q, s' ( .o \o ,c - t U lc . C , r\ J I F I o a o 0- tn N a r(, t_ . o Id9 E3 tr o \zA \$t a\o-V n\ tru -. 1 - {s t$ o Er) :' ) . , )a nl b- I I z' o - z 'o-d o. ) l -L$J .9 S" I I d_ ^if g' 2 ) I lb o iI - a- -c - n - r> g A/ ot r -. t > - tr l i o r. -)o Ff a u)o oV o- .s $ci l \Z I ( CTIOP SANIA Nfu"':l[l]iff t PATIO COVER FOR ONE AND TWO FAMILY DWELLINGS srD.02 cBc 20r 0 IMPOHTANT NOTE TO PERMIT APPLICANT: Prior lo expending lime, money or ettort in plan preparalion, the applicanl should contact lhe Planning Division at (714) 647-5804 regarding zoning, selbacks, landscapo, aeslhetics and oiher requirements. A lully dimensioned SITE PLAN shall be required on a separateB'1/Z'x11'sheetolpaper. Ask ror handout on Residenlial Sile Plan lnlormalion (patlo cover ls nol permltted wlthin 5 teet ol a property llno). SEE FIOOFING NOTE SPECIFY NOOFING & SHEATHING OB OPEN TATTICE BAFTER SIZE E SPACING SEE TABLE ,A' 12 DETAIL 12" -{ALt ( 8' lvl N MIN = [n= 25COPSICONCFETE- END VIEW 3/8" 6 X s',LONG tAG SCFTEWS INTO STUDS AT 16'O.C, 2XCONTINUOUS LEOGEB IAALE A I i TABLEA USE: 1. DETERMINE ROOF SLOPE 2, SELECT FAFTEA SPAN 3 SETECT FAFTEN CENTEB TO CENIEB SPACING 1, SELECT RAFIER SIZE RAFIER SIZE SPACINGc.foc ROOF SLOPE < 4:12 ROOF SLOPE > 4:12 2X4 12" 16', 810' 7r0' 8r6" 7,6' 6 -6' 2X6 6', 24' 124' ro-0' 12' 24' 1a.0' 15!6' 13!6' 17-6' 16!0' 14'-0' JOIST HANGEB OR SOLID BLOCKING NAIL FAFTEF TO BLOCXING TAALE At-)TABLE B USE: 1, SELECT SPAN OE BAFTEB 2 SELECT POSTSPACING 3, SELECT HEAOEB SIZE PATIO SI2E POST SIZE SPAN OF POST SEICING / HEADEN SIZE 4x10 't2'4'5.6'8,61 11!0" /T.o',\l0'.8'13-0',-'7tr 10{"12-0' 18!0'7,0"96'r -6' POST SPACING HEADEF SIZE RAFTER SPAN RAFIEF SIZE & SPACING BOOF PITCH q b a lL'o.c SPAN OF POST SPACING/FOOTING SIZE grO11also 1t'-6721'so 14 { /20' sq.'t2.0'516116'sa 616120' sD 11\O'122" sA r4-6'5:0716" sa 810-20'sq 10'$724' sa I 310'/26' sa. 1810', 7 672r'sq 10'{"/24' sq 12ro'r27' q '/\o'121'9q S18"/26'sq 11 -6'28' sq ROOFING MATEBIAL GBADE OF LUMBER:F NO-1 coNTtNllous I FoGFF RAFTEB SPAN -'- SLOPE TO DBAIN'> DETAIL'C" FOR HEADEN SlzE SEE TABLE 'B' EXISTING HOUSE ( U// ,\ oerat DETAIL'D' OVEFALL LENGTH .l n x- FOOTING I2' BELOW GAADE SEE TABLE'c' Foa srzE n z 2 = I .t I I rcvOl/19/201) F NO,2 1- TAALE C Planning & Building Agency Building Safety Division 20 Civlc Cenler Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-s800 www.9anta-ana.or9 -.rl-tnfi--l i;*TtoN D FOn .TL PLAI$ pl on lhr ls;rhtflgil c on lrom $r rilom 8HAI,L }IOI :c violr[on ol ]ty Ifl. " OVEBHANG A SIDE VIEW FOOTINGS: CBC APPENOIX I, A PATIO COVER MAY BE SUPPORTEO ON A CONCREIE SLAB ON GFAOE WITHOUT FOOTINGS, PROVIOED THE SLAB IS NO LESS THAN 3 I2'THICXAND FUNTHEB PROVIDEDTHATTHE COLUMNS DO NOT SUPPORI LIVE AND DEAD LOADS IN AN EXCESS OF 750 POUNDS PEB COLUMN, DETAIL'A' NOOF RAFTEFT SPAN f 13.o' ) 2X8 _'_'POSTSPACTNG IONG SIDE MUST AE 65% OPEN ffi 1i:l' TAALE C USE: 1 SELECT SPAN OF FAFTEB 2, SELECT POST SPACING 3. SETECT FOO-TING SIZE Pago I ol2 GALVANTzEo 2l12 x r2'x 7 GAGE THrC( STEEL STEAP w/4,5/8'O LAGS L I I ri, 3 |2' a POST 5.8D NA]LS EACIi END n r BEAM - 4'r4'KfIEE BHACE 2.12'or s' LONG lAGs ScFEwS EACH ENO (SEE DETAIT'E) l'x6'KNEE ANACE DETAIL'B''DETAIL 'B" ALTERNATE \ 4't AEAM12' POST AASE BOLT I 8'I 3112' EMBEO ANCHOFS IN CONCRETE l[=1 i z GALVANIZEO 12'r12'17 GAGE'T w/6.5/8'O L GSl'I 'y tir GFADE OETAIL'C" DETAIL'D' NOTES: 1. ALL I,IATERIALS: LUMBER, HARDWABE, PLYWOOD, ROOFING, ETC. SHALL BE NEW AND EEAR MANUFACTUBER'S OR CEBTIFIED AGENCY'S GRADE MARK. 2. ALL CONSIRUCTION SHALL CONFORI,,l TO THE CALIFORNIA BUILDING CODE CURRENTLY IN EFFECT.3, CONCRETE SLAB TO BE MINIMUM 3 1/2' THICK,4. POSIS SHALL BE MINIMUM 4'x4'.5, BOTTOM OF POSTS SHALL BE ONE INCH (1") ABOVE SLAB,6. ROOF SHEATING SHALL BE: A. 12" PLYWOOD, CDX,5 PLY EXTERIOB GLUE, WITH INDEX 3216,I & G STRUCTUBAL I, WTTH 1O d AT 6' O/C AT SUPPOFTED ENDS, AND12' O/C ALONG INTERI\,IEDIATE FBAMING MEMEERS. OR b. 1 ' BOARD SPAN 32': 2' SOLIO T&G SPAN 8'.0"; 2"x2' SELF-SPACED SPAN 6'-0'.7. ROOFTNG SHALL BE MtN. CLASS ',C', ROOF COVEBING (CBC TABLE 1505.1) OFi a. WOOD SHAKES:4i 12 PIICHb WOOD SHINGLES: 3/12 PITCH C. BUILT.UP ROOF SLOPE TO DRAIN (MINIMUM 1/4"lFT.) d. CLAY AND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH MANUFACTUREB'S INSTRUCTIONS.8, MAXIMUM HEIGHT FOR A PATIO COVEB IS TWELVE FEET, 9. PATIO COVER SHALL BE USED ONLY FOR RECREATIONAL OUTDOOR LIVING PURPOSE AND NOI AS CARPORI GARAGE, STOBAGE ROOM OR HABITAELE ROOI,I. 10. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDEO THE OPEN AREA OF THE LONGER WALLAND ONE ADDITIONAL WALL IS EQUAL TO AT LEAST SIXTY. FIVE PERCENT OF THE AREA BELOW A i,IINIMUM OF 6'.8' OF EACH WALL, MEASURED FROM THE FLOOB, 11. OPENINGS MAY BE ENCLOSED WITH INSECT SCREENING OR PLASTIC THAT IS READILY BEMOVABLE, TRANSLUCENI OB TRANSPARENT PLASTIC NOT MORE THAN 1/8 INCH IN THICKNESS, 12, EMERGENCY EGRESS OR BESCUE WINDOWS FBOM SLEEPING ROOI,IS MAY OPEN INTO AN AREA OF AN UNENCLOSED PATIO COVER,,I3. PATIO COVER MUST BE AT LEAST 5 FEET FROM PROPEBTY LINES. ,1'x4 KNEE BBACE 2 r/2'O rs'LON6I AG SCBEWS 4'x POST t ; OETAIL'E" PERS PONSIBLE FO AND CONSTRUCTION OF PATI COVEB: /? ->t- lv DATE tev:Ol/19/2011 PRINT NAIVE R DEST9N/2 SIG NATU R E Page 2 al2 l+l 'o-GT-i A