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HomeMy WebLinkAbout10193244 - Permit (2)Project Address: 909 N Evonda St Assessor's Parcel; 100-222-19 Lot 19 Unit Bldg: Address Range Suite Range: Zoning: RlBlock NA Tract: 3651 Historic: No city of Santa Ana 20 Civic Center Plaza (M-19), Santa Ana, CA 92702 Building Permlt Counter: (714) 647-5800 lnspection Requests: (7141667-2738 lnspector Section: (714) 647-5853 Permit #: 1lJ193244 Pin #: 8AO72 Building Use: Job Type: Nature of Work: Existing Bldg. & Use Proposed Use: Single Family Dw€lling Patio Cover Patio Cover SFD w/att garage R-3, U VB cBc 2016 A-0602320143J 1st FL Area: 2nd FL Area: Other Areas: Garage Area Total: Patio: 391 T.l.Area: Yards Req'd: Valuation: 97,624.00 Occupancy: Constr Type Code: Flood Zone: # of Stories: Description of Work: Add attached wooden patio cover/auth on file Planning Conditions: Owner: Address Phone Tenant: Conlractor: Address: Engineer Address Architect / Desiqner: Address: Bill & Helen Thompson 909 N Evonda St Santa Ana, CA 92703 Owner-Builder Phonel State Lic #: Lic Type: Bus. Lic #: Workers' Compensation lnsurance Carrier: Policy #: Expires: 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 Guevara, Jerry , rltfiernanoez, xattry \- Hernandez, Kalhy No No No No Oale: 061'12J2017 oate: 06/13/2017 Dale: 06/13/2017 Subject to Field: Misc. Receipt Nrisc. Receipt Misc. Receipt o7776002 07776002 08907007 0 7776002 07776002 07776002 5760 7 53600 24000 57672 57600 57607 $1s0.00 $140.76 $0.99 $1.00 $20.56 $51.26 Permit Fee Plan Check Fee SMIP - Category 1 Bldg. Stds. Revolving General Plan Update lssuanceFire lnsp. Req'd: Police lnsp. Req'd No No Account#Total Flood Zone Cert. Req'd: No Every pemit issued shall becomo invalid unlass the wo* on lhe site authoized by such pemit is cofifiencgd wilhin 180 days aftet its issuanco,ot if tho wot* authorized on the site by such perfnit ts suspended ot abendoned lot a period ol 1 80 days afrer the lme lhe wo* is cofifi4nced. lnspector ttllD#: 20'17-'136739 $20.56 $201.26 $1.00 $140.76 $0.99 Fee Total: Paid to Date: Balance Due: 01 1 16002 01 I 16002 011'16002 01 1 16002 08901001 51600 51601 51612 53600 24000 $364.57 $0.00 $364.57 BUILDING. INSPECTOR RECORD SITE-WORK DATE ID/SIG.COMMENTS OWNER Bt]ILDEA DIT-C RATloN I hdcb,v .mrn undq pollry or Frlury lhrr I m .rcnfl 6om th. (-onlradoB l,icG l.w itr th. follo$in3 r..$n (sN 7011 5 li$ns rfil Ptufdion (-od.l An) Ciry or Coul! qhi.h r.qurB ! Fma !o.odrud..lt6. inForc. d.nn ish or rFn u'_ t' th. polsrN .f tlE Conrrloas I rar.d ljn' {('tsfl( 9. Conmd.inS *nh sdrnrr Tlxxr .t Dri.iln r ol rh. trutinRr lrd . 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(ad ihh.mlicalnr dnl st0rcrharlh..tn\c inftn]dnrn is.ondl l aFah.ompltwirh.ll( ilyand(in,nit o,dinarc6 od sr6rc lr\a dd in8 r. boildint conrodh[ axl h6.bv lul h.ri,. r.rtula! n 6 of rhn ( irr" d(i{nlvlodh trF,nrh. .lrr. mrirn.n f'oFdt aor ldsFdion rrrlicinl or \!01 stnrrtrrr N Ht-\a"U bl It It] Set Backs (t -l Forms/Steel/Holdowns b n\\ ( Erection Pads UFER Ground SLAB Floor Subfloor/VenUl nsulation Roof Sheathing /t/ Shear Wall I Framinq 1 l)l)-tr<\(n lnsulation/Energy l Drywall Ext./lnt. Lath Brown Coat Masonry Pool Fence T-Bar Handicap Req Deputy Final Report Enqineer Final Report Flood Zone Certif . I FINAL IL Wrr tvt Certificate of Occupancy ,,_ r- / Notes, Remarks, Etc r'." i- I I I I I I "JN-) IJ \J Z r- .( 0- \'- P$- L v \.n N + q b tIJ -z o+6t> ) 0) ) .L oo $ JI). o0oz I o <.1E:, rqP i. : :', t- :- a{ Sirr: zo Eo AA ,,,84 --aor- uJzoz c{rl EOot! 9ao: LUtr.<,z e. . t I dlj Ni -a,_t TIJ o c,coNI e & uJFas t+7o J) d fic # \l -\^.Erio-_ r rC, N ol L- ^L o I &t tL (n t) I I a! E I \ -nL-. ii 6 E--?---E -J 'l : ; it t'l' 'I "ltl 3t!r :0 .lN g $ 7 l ; l1 T8xo t.: aI? -T cb zo t.)l* l* I I t_, I l*I 6 a 7o rne)-l I ;,l t{ C)c) ,TIT'El mE' TIc) )J rr : a zoi a ,. o <r- 6i6 tr{ I.D 6 ol o s-.t o art a s O.t 1,, i : 5- L- -s r I \) Planning & Building Agency Building Salety Oivision 20 Civlc Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.aanla-ana.org PATIO COVER FOR ONE AND TWO FAMILY DWELLINGS sTo.0a cac :.1r 0 IMPOBTANT NOTE TO PEBMIT APPLICANT: Prior lo expending Ume, rioney or etforl rn plan preparation, the applcanl should conlact lhe Planning Oivision al (714) 647-5804 regalding zoning, sotbacks. landscape, aesthelrcs and olher requrremenls. A lully drmansioned SITE PLAN shall be required on a separalo 8 1lZ x 1,|" sheel o, papor. Asl tor handoul on Besidental Srte Plan lnJormation (patlo cover la not pormlned wlthln 5 leet ol. propedy line). SEE BOOFING NOTE SPECIFY BOOFING A SHEATHING OF OPEN LATTICE NAFIER slZE A SPACING SEE TABLE "A' 't2---l DETAIL 12' ','1-)t-tr OVEBHANG 6',6' MIN t= fil=I 2SOOPSICONCFETE END VIEW 38' O X 5'LONG LAG SCBEWS |NTO STUOS AT 16'OC 2X CONTINUOUS LEOGEF JOISI HAIGER OR SOTIO SLOCKING NAIL BAFTEB TO AIOCKING SIOE VIEW FOOTINGS: CAC APPENDIX I A PATIO COVER MAY BE SUPPORTED ON ACONCREIE SLAB ON GRADE WITHOUT FOOTINGS. PBOVIDEO THE SLAS IS NO LESS THAN 3 I/2'THICKANO FURTHER PROVIDED THAT IHE COLUMNS DO NOT SUPPOBT LIVE AND DEAD TOADS IN AN EXCESS OF 750 POUNDS PEA COLUMN PATIO SIZE POST SIZE ,\ TABLE A USE:r DETEFMINE ROOF SLOPE 2 SELECT NAFIEB SPAN 3 SELECT BAFTEB CENTEB TOCENTEF SPACING 4 SELECT FAFIER SIZE TAALE A USE: 1 SELEC] SPAN OF HAFTER ? SELECT PoST SPACING 3 SELECT HEADER SIZE AOOF BAF-TER SPAA SIZE SPACING C.TOC ROOF SLOPE NOOF SLOPE 2X4 12^ 16 0 7 6' '0",0' -o' 8-A" 7-6" 6,6" 2X6 12' 16- r 3'-o' t1'{' rq-0' 13-6' 1? -O' 10-6' 2XA IAELE A TABLE B OETAIL "A" POST SPACING HEADER SIZE RAFTER SPAN RAFTER SIZE E SPACING ROOF PITCH t1 FOOFING MATERIAL GRAOE OF LUMEER: ,$@ il D,F NO.1 CNMSNIA Nfu"',,ii,iiff CONTINUOUS LEDGEA DET 'cL EXISTING HOIJSE ( l,'/ .,L- oetett'a" ) , - -' OEI AIL "D' "''/ If ' 6l'*"r ""o","o,oiOVERALL LENGTH n LONG SIOE MUST 8E 659. OPEN 7- FOOTING 12' BELOW GAADE SEE TAALE'c' Foa stzE n (E = .t a I POSI SPAC'NG / HEADEB SITF ^SPAN OF 4/8 O{cL) 1l'{' l rr:o' 14.6'src' I 8'ry 1016'13-0' 7-6- t4.0"/,0"916'l -6' SPAN OF POST SPACING/ FOOTING SIZE 1?-0'5',-6'/16- so I {"20' so 114'rZ2' $1.r'.0"26. sa 14 6'8{'D0'e I 3 '0'126' s{L 16.O'7{'l2l'sq 1g{724'sq 124::27:-sL r8.0'7'-0't21'3.)916'26'so 1 .6'28' rcv:07/19/2011 fu.F. No.2 'o.c TABLE C Pa06 1 of 2 FOF HEAOEF SIZE sEE TAaLE'B'T lt. \ + SLOPE TO ORAIN -} , .o \ r/-6' r0.o' ral0' 1> tz' I t6'lu' TAaLE C USErI SELECI SPAN OF FAFTEB ? SEIECT POSTSPACING 3 SELECT FOOTIIIG SIZE GALVANIZEO212 r 12'r 7 GAG€ THICK STEEL STBAP w/4 5/A'O LAGS 4't BEAM a'r.l' KNEE ARACE ! 2' l'16'XNEE DETAIL "8" ALTERNATE la' 3 tE', l DETAIL'O" DETAIL "E" 3 t2' POSI 5.80 NAIIS. EACH ENO 2.1,2'O r 5' LONC IAGS SCFEWS EACH ENO (SEE OEIAIL'E') DETAIL "B" s' ll l 'cneoE I DETAIL "C" , \POST =frI-r/l li!_li I ANCHOF BOII lt EMAEO ANCHORS IN CONCBEIE D; 2lrl GALVANIZEO l2'r12'r7 GAGE'r' w6-5a' o LAGS ,.1 ^) NOTES 4'tt' KNEE BarcE 2 1/2'O 15' LONG LAG SCREWS E 3 4 5 6 ALL MATEBIALS: LUMBER. HARDWARE. PLYWOOD. BOOFING, ETC. SHALL BE NEw AND BEAR MANUFACTURER'S OR CEBTIFIEO AGENCY'S GRADE MARK. ALL CONSTRUCTION SHALL CONFORM TO THE CALIFOHNIA BUILDING CODE CURRENTLY IN EFFECT, CONCRETE SLAB TO BE MINIMUM 3 I/2' THICK, POSTS SHALL BE MINIMUM 4'x4.. BOTTOM OF POSTS SFIALL BE ONE INCH (1) ABOVE SLAB. ROOF SHEATING SHALL BE: a. 12' PLYWOOD, CDX, 5 PLY EXTERIOR GLUE. WITH INOEX 32/16, T & G STRUCTURAL I, WIIH IO d AT 6' cl/C AT SUPPORTED ENDS. ANOI2' O/C ALONG INTERMEDIATE FRAMING MEMBERS, OR b. 1' AOARD SPAN 32'; 2' SOLID T&G SPAN 8'{'; 2'x2' SELF-SPACEO SPAN 6'{'. ROOFING SHALL BE MlN. CLASS'C'BOOF COVERING (CBC TABLE 1sos.1) OFi a. WOOO SHAKES:4/12 PITCH b. WOOD SHINGLES: 3t12 PtlCH c. BUILT-UP R@F SLOPE TO DRAIN (MINIMUM 1i47FT.) d, CLAY AND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. MAXIMUM HEIGHT FOR A PATIO COVER IS TWELVE FEET. PATIO COVER SHALL BE USED ONLY FOB RECBEATIONAL OUTOOOR LIVING PURPOSE AND NOTAS CARPORI GARAGE. STOBAGE ROOM OR HABITABLE ROOM. 7 8 9 10. ENCLOSURE WALLS MAY HAVEANY CONFIGUBATION, PBOVIDED IHE OPEN ABEA OF THE LONGER WALLAND ONE ADDIIIONAL WALL IS EOUAL TO AT LEAST SIXTY. FIVE PERCENT OF THEAREA BELOWA MINIMUM OF 6'-8' OF EACH WALL, MEASUREO FROM THE FLOOR. 11. OPENINGS MAY BE ENCLOSED WlrH INSECT SCREENING OR PLASTIC THAT IS REAOILY REMOVAE}LE. TRANSLUCE}.IT. OR TRANSPARENT PLASTIC NOT MOBE THAN 1/8INCH IN THICKNESS, 12. EMERGENCY EGRESS OF BESCUE WINDOWS FROM SLEEPING R@MS MAY OPEN INTO AN AREA OF AN UNENCLOSED PATIO COVER, 13. PATIO COVER MUST BE AT LEAST 5 FEET FBOM PBOPERTY LINES. PERSON BESPONSIBLE FOR OESIGN AND CONSTRUCTION OF PATIO COVER Hr'Cj+l-e L-- \/ \,/(L*^X /6 t reE rev:07ll91201l PRINT NAME SIGNATURE Paga 2 ol2 -T- I I+T + { ,l ,,, r