HomeMy WebLinkAbout10193244 - PermitProject 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 .
Prolsiofls Cod.)orlhlr hcorrh.n.r.nfl thd.fr.nind rh.bei! for th. allcr.!.rmplion 4., violarb. o I Sdion 7(rl I 5 hyiny
.rrr'.er for . Fnn 3ubr(k th. spplic.nr lo ! ci il F.llly o f rcl hor. ln . fi\ t humL.n dollr! ( 1500)
Ldo*mofrh.FoDdy.ornydrloydsirhs.rr6s$.n5komFMi)n.snl&llErsi&ddEnMEiimr
i ax,.d ororcr.d for slc (s<.7044,8Ni.s od ProfdioB Cod. rh.Conl,icloai Li..e l,* <to6nol {,?lylo uotr6of
lh. FtrFr, wh6 t!il& d ir{,oE tE6( .nd who rh6 sch wd hiErlf or hGlaor lhmugh fiir or 16 os'n drh}.6,
Fori!.d th.i ruch ioF$\Ed!Emr itdr&l d odi.d lif, -l. llt $t€. lrr tlildls trlrF\sd n$B*ihinoR\6
.fo'rpkihtlEo*GBo'Esunlh.r!.hd@olthrnEddlEMJrdidB{h,iEo.nrp.or.r!.FoF!turlEF,BEof
l, s osna ol rh. Flpsiy, m .r.lNiv.ly conlr.ciins wnh licak! cofllr*tor k\ coihd rlE F jd lS( 7lr.l4. BBinBr
el PDisis con Tt. Conrrxroar l-ico* l-.s (hd hr ,p9ly k\ orE ofrrop.n]. s'lN hulds or inprord ihdsn.
lnd uho olnn rt ad.u.h FFr$nh. c.ffionr lt.Grl lilBosr lorh.(iddoar l.k@ f.{),i
DlicldS4llQ!
I hdtliv rfinn rndd p6ally illrEiur! on orlh. foll('w'or ddl@rn,ns
I h,\. id srll mi.rs. ('difrd.or(.lFr b s.la-llw lor trnrld'NmFdh.. * F\ i&d tu, h,! I€ii,.lr{Dolrh.
L.lu co<le ld rh. Ffolr@.. ofrh. ${rt for $ hi.h
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pdnn i! isu.d
l hav. dd * ill naimain worl6 comFns.l ion iNumncc. 6 r.qurcd by sdtun !7(x) .l rh. l-ttnr Cod.. nr lh. pqfomd.. of
rh. uorl lor$hkhrnnFrni n isE Mysort6 q'nFE Fn,Bu,et.mE sd Dolt) nombs e
I cdibthd rn th. FfoIMm. orlh. \ ort roruhxl rhEFnn r e.d.l sll.llml4plo) tn) IEen m tn) mdF
$ 6ro tEcoo. ru!,..r ro rhc rorld cnmFMion lN. of crlifomi!. nd aar lhar irI slblld lt otr st <r lo tlE
wor!6 co6r.neti6ntmvnnrBofSdim l?0O ollh.l{bor Code l dEll. fonh*irh..nplr *irh rtoF pmvnionr.
WARNINC liilu.lo <m work6' .omFBdirn .dro,*. i! unh$tu1. !.d 3hrll rubj.rl b dplotd !o riminal Fui6 d
c^il nn6 up ro oE hun&.d ttF@nd doud (lloo.uxr), ir .ddni.n ro rlE cod or conp.Nl &n+d tr Fo\d.n trthc
L.tor ( qle inrd.s dd on y'i 16
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of rhc tlusirBr snd Pofa:n)ns Cod.. trd y licms. ic in full lnc. Md cft{l
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hsu.d{s( 1r})7, civ c )
lcnd6's ND(
APPLI( NT DE('I ARATION
I nddl! lfm undd ,cnalry o f FrlD oE or rlE aolh$ in8 &(lrd i.nr
O.mlhion P<m s-Asb6lor Nolificlion l.ddtr R.ruht Ftu lT nb ,r0, Pd6)
Rcquir.d ld!6 of Nolifi cdnn
I c6r '[ rhd r h. f.dnll Gstrldioa krrd'ne ahdktr r.mr r] ,. .or apd(.hk l. lha lh)j.<
lcdiry rha! I hrv. (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
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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
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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
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ANCHOF
BOII
lt
EMAEO
ANCHORS IN
CONCBEIE D;
2lrl
GALVANIZEO
l2'r12'r7 GAGE'r' w6-5a' o LAGS
,.1
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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
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rev:07ll91201l
PRINT NAME SIGNATURE
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