HomeMy WebLinkAbout10192618 - Permit (2)Project Address: 1113 N Fairlawn St
Assessois Parcel: 405-114-01 Lot: 47
Unit Bldg: Address Range Suile Range;
Zoning: RlBlock NA Tract 1899 Hrstoric No
city of Santa Ana 20 Civac Center Plaza (M-19), Santa Ana, CA. 9?702 Building
Permit Counter: (714) 647-5800 lnspection Requests: (714) 667-2738' lnspector Section: (714) 647-5853
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Permit #: lO{9261E
Pin #: 25430
Building Use: Single Family Dwelling Occupancy: R-3, U I st FL Area:
Job Type: Patio Cover Constr Type: V B 2nd FL Area:
Nature of Work: patio Cover Code: CBC 2016 Other Areas:
Existing Bldg. & Use: SFD WATT GARAGE Flood Zone: x-0602320144J carage Area
Proposed Use: Residential # of Storiesr , ,o,",,
Description of Work: Construct new 324 sq ft attached open patio cover-Psr city standard. Auth on file.
Planning Conditions:
Patio:
T.l.Area:
Yards Req'd
Valuation:
324
$1 ,100.00
Owner:
Address
Phone:
Tenant:
Pedro M. Figueroa
1113 N Fairlawn Sl
Santa Ana, CA 927032026
17141 443-1272
Contractor
Address:
Owner-Builder
Engineer
Address:
Phone:
State Lic #:
Lic Type:
Bus. Lic #:
Workers' Compensation lnsurance
Carrier:
Policy #:
Expires:
Phone:
License #:
Architect /
Desiqner:
Address;
Phone:
License #
up0flt
[rr-r-r[x-r
'$ 150.00
$'116.64
$1.00
$20.56
$51.26
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
Pezeshkpour, Ali
Ahangian, Kathk^//
Zuniga, Alhssa
\
Oate: 0411112017
Oale. O4l'1112O17
Dale 0411112017
Subject to Field:
Misc. Receipt
Misc. Receipt
Misc. Receipt
No
No
No
No
No
No Account#
Fire lnsp. Req'd:
Police lnsp. Req'd
Flood Zone Cert. Req'd: No
Every peftnit issued shall becomo invalicl unless lhe work on the s/lo authonzed by
such pemil is cofifienced within 180 days after its issuance,ot it the wo* authorized
oh the site by such parmit is suspencled ot abandoned lot a penod o1180 days aflet
the tifio lhe wo* is confienced
lnspector MtD#. 2017-135462
01116002 51600
011 16002 51601
01116002 51612
01116002 53600
$20.56
$201.26
$1.00
$116.64 Fee Total:
Paid to Date.
Balance Due
$339.46
$0.00
$339.46
1
,Pl
9
07776002 5150, Permit Fde
07716002 5i600 Plan Check Fee
07776002 s7672 Bldg Stds. Revolving
07776002 57600 Genetal Plan Update
07776002 51601 lssuance
Total
. BUILDING- INSPECTOR BECORD
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Set Backs t-l tC /r>,cQ47t 2
Formsi Steel/Hold owns 01 rtrctfi 4414O
Erection Pads
UFER Ground
SLAB Floor
Subf loor/Vent/lnsulation
Roof Sheathrng b/b/ t+,/.> 6 )
Shear Wall I
li\ KFraminglrr(A)to/ic/f*I )
lnsulationi Eneroy
Drywall
Ext./lnt. Lath
Brown Coal
Masonry
Pool Fence
T-Bar
Handicap Req
Deputy Final Report
Engineer Final Report
Flood Zone Certif
FINAL 'Llt{lt1 zl,tl47,
Ce ol Occu an
s, Remarks Etc
I {aca(o{e.(C'A
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GAIVANIZEO 212'r l?'r / cAG€ IHrCX
SIE€L SIRAP W/' 5A'O L GS
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314'L
DETAIL'D'
OETAIL'E"
3I
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posr 5.ao NAILS
EACH ENO
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POST
aAsE
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MrNrnun O(. lr) ,.7(
a'r.l'KUEE
ABACE
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DETAIL "C'
tt2'8x LONG LAGS SCEEWS
EACH lAtL'E')
t'x BEAM
I'$' KNEE
BFACE
DETAIL "8' ALTEBNATE
<- 12.
qe Lolh
y,^o-W. Jtth
,,n"L l*4ay v
BO(T
EMAEO
ANCHOES IN
CONCFETE
vA\irzEo
12'xl2'x7 GAGE,T'w/6-'8' O LAGS
GRADE
4'T4'KNEE 8FrcE
2-tl2'O rs' LONG LAG SCFEWS
NOTES
PEFSON BESPONSIELE FOR DESIGN AND CONSTBUCTION OF PATIO COVER
TOEItll
tev:07/ t9/2011
PRINT NAME SIGNATURE
1
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DETAIL "8"
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1. ALL MATERIALS: LUMBEB, HABOWARE, PLYWOOO, ROOFING. ETC. SHALL 8E NEw
AND SEAR MANUFACTUBER'S OR CEFTIFIED AGENCY'S GRADE MARK,2, ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILOING
COOE CURRENTLY IN EFFECI3, CONCBETE SLAA TO BE MINIMUM 3 1/2' THICK,4. POSTS SHALL BE MINIMUM ,t'x4'.
5. BOTTOi,i OF POSTS SHALL BE ONE |NCH (') AEOVE SLAB.6, ROOF SHEAIING SHALL BE:
a. 12' PLYWOOD. CDX, 5 PLY EXTEBIOR GLUE, WITH INDEX 3216, T & G
STBUCTURAL I, WTTH 1O d AT 6' O/C AT SUPPORTED ENOS, ANO12' CYC ALONG
INTERMEDIATE FRAMING MEMBERS, OR
b. 1' BOARO SPAN 32'; Z SOLID TEG SPAN 8'{'; 2'x2' SELF-SPACE0 SPAN 6'4'.7. ROOFING SHAf BE MlN. CLASS 'C' BOOF COVEBING (CBC TABLE 1505.1) OFI
a. WOOO SHAKES:{/'12 PITCH
b. W@O SHINGLES; 912 PITCH
c. BUILT'UP ROOF SLOPE TO DRAIN (MINIMUM 1/4'lFT.)
d. CLAYAND @NCRETE ROOF TILES INSTALLED IN A@OBDANCE WITH
MANUFACTUBER'S INSTRUCTIONS,6, MAXIMUM HEIGHT FOR A PATIO COVER IS TWELVE FEET.9. PATIO COVER SHALL BE USEO ONLY FOR RECREAIIONAL OUTDOOR LIVING
PURPOSE AND NOT AS CARPORI GARAGE, STORAGE ROOM OR HABITAELE ROOM,
10, ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION. PBOVIOED THE OPEN AREA
OF IHE LOI{GER WALL AND ONE ADDITIONAL WALL IS EOUAL TO AT LEAST SIXTY.
FIVE PEBCEMT OF THE AREA BELOWA MINIMUM OF 6'.8'OF EACH WALL,
MEASURED FBOM THE FLOOR.
I1, OPENINGS MAY gE ENCLOSEO WITH INSECT SCBEENING OR PLASTIC THAT IS
READILY RENIOVABLE, TRANSLUCENT, OR TRANSPAREMT PLASNC NOT MORE THAN
1A INCH IN THICKNESS.
12, EMERGENCY EGRESS OR RESCUE WINOOWS FROM SLEEPING R@MS MAY OPEN
INTO AN ABEAOFAN UNENCLOSEO PATIO COVER.
13. PANO COVER I,UST 8E AT LEAST 5 FEET FBOITT PROPEBTY LINES.
DATE
Pego 2 ot 2
NA
SNIACIN OI
PLTIJI\G
& BUI,DI\G
IGT\CI
IMPOFTANT NOTE TO PERMIT APPLICANT:
P or ro 6xpending time, money or etfon rn plan preparaion. lhe applicant should coniacl the Plannino Division al (714) 647-5804
regardrng zoning. setbacks, landscape, aeslhetias 6nd olher aequiremsnts. A fully dimensioned SITE PLAN shall be lequired on a
separate 8 l/Z r 1l' sheel ol paper. Ask lor handour on Re6idenrial Site Plan lnformalion (prlio cover l. not pormttted wlthln
5 t!.t ol r propcrty I inc).
SEE R@FING NOTE
SPECIFY BooFING t SHEATHING OROPEN LATTrcE
RAFTEB SIZE & SPACING
SEE TABLE 'A'
Planning & Building Agency
Building Satety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-s800
www.santa-ana.or9
12
PATIO COVEB FOR ONE AND
TWO FAMILY DWELLINGS
sT0.02 cac 20r 0
31A'K AND
LIVE AND OEAD LO',oS IN
q\$9
7t$
Ll
,tly
tta&v
DETAIL
PATIO SIZE
POST SIZE
L- orrnfl- 'e"/r.
DETAiL'D'-
' 'msrsPAclNG
" OVEFI]ANG OVEFALL LENGTH
FOOTING I2'
BELOW GR^DE6"6'
,1
SEE TAALE'c' Foa szE
fl=r[=l,
z
EXISTING
HOUSE
DETAL'C'\
",
ar"a ta, n"o,n --- 1-
I
2500 P S.r. CONCAETE
END VIEW
YE'' X 5'LC'NG LAG SCBEWS
rNro sTuos AT 16'o.c
SIDE VIEW
FOOIINGS
CAC APPENDIX I A PATIO COVER MAY BE SUPPORTED ON
GRAOE WITHO(]T FOOTINGS. PBOVIDED THE
FURTHER PROVIDED THAT THE COLUMNS DO
AN EXCESS OF 750 POUNDS PER COLUMN
POST SPACI
JOIST HANGER OR SOi-IO BTOCKING
NA'L BAFTER TO ELOC(ING
DETAIL'A"
lg' , l8'
2X CONTINUOUS LEDGER
..o
t1
TAALE A IISE:r D€TERUINE ROOF SLOPE
2 SELECT RAFTEB SPAN
3 SELECT R-AFTER CEMTEB
IOCEN]EF SPACING. S€LECT AAFTEA SlzE
TAALE B U6E:I SETECT SPAN OF FAFTER
2 SELECT POSTSPACIN6
3 SELECI HEADEB SIZE
TABLE A
TABLE A
SPAN OF
1a'-8'5!0'8',{'10-6'13"0'
10.0'12,0'
4g4')| 74'
SPAN OF
RAFTER POST SPACING / FMNNG SIZE
11 6'D1' $ 15{",2.1'so
1z-o' 5 {716' so 0 .6'@'s4 1t .o'u ' so 1.r'{'/26' .a
1a{' 5{716' { | 8{'2C sQ 10{'2!'sa r3{"2S'sa
t6{'7{'t2l' 3q 1OO'r24' so 124'nT 4
. Jr,U.7 -0',2r' !a d-6'r26' sq'1116'28'so
HEADER SIZE
BAFTEF SPAN tQ
RAFTER SIZE
& SPACING
ROOF PITCH
ROOFING MATERI
GRADE OF LUMEER D.F, NO.1
(I
I
BAFIEB SPAN
CONIINUOUS LEDGER
FOA HEAOER SIZE
SEE TASLE '8"
I,
SPACI SLOPE
t?'
16'
8:Cr7S 6',.€'
7-6'
6 -6'
2\4
13{'!1{'
rda:
r 3.6'
12-A
I d-6'
l2'
16' -2a'
@ 't2'
16'
21'
tr-6'
16',,0'
14',,0'
t5:6'
13-g'
urB-
tev:07/19/2O11
r o.F. No.2
IAALE C USE:I S€LECI SPAN OF BAFIEF
2 SELECT POST SPACING
3 SELECT FOOTING SIZE
TABLE C
Page 1 ot 2
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