HomeMy WebLinkAbout10197524 - Permit (2)Ciff 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
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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
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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
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