HomeMy WebLinkAbout10192460 - Permitcity of Santa Ana 20 Civic Center Plaza (M-19), Santa Ana, CA 92702 Building
Permit Counter: (714) 647-5800 lnspection Requests: (714\ 667-2738 lnspector Section: (7141 647-5853
Permit #: lOl92460
Pin #: 24980
Unil \rProiect Address: 3305 S Birch St
Assessor's Parcel 410-16',t-22 Lot: 33 Block NA Tracl: 7002
Bldg: Address Range:Suite Range:
Zoning: RlHisloric: No
208
$9,056.00
Planning Conditions:
Owner:
Address
Phone:
Tenant:
Alfonso Torres
3305 S Birch St
Santa Ana, CA 927074310
(714) 334-1626
Contractor:
Address:
Owner-Builder
Engineer
Address
Architect /
Desiqner:
Address:
Phone:
License #:
Phone:
Slate Lic #:
Lic Type:
8us. Lic #:
Workers' Compensation lnsurance
Carrier:
Policy #:
Expires:
Phone:
License #:
Planning Approval By
Plan Checked By:
Permit lssued By:
NPDES lnsp. Req'd:
PWA lnsp. Req'd: No
Planning lnsp. Req'd: No
Escamilla, Manny
Ahangian, Kathy
Chavez, Daue g_a._
No
Oale 0312712017
Dale 0410312017
Dale: 0110312017
Subjecl to Field:
01776002
07776002
07776002
07776002
07776002
57607
53600
5 7572
57600
5760 7
Permit Fee
Plan Chec{ Fee
Bldg. Stds. Revolving
General Plan Update
lssuance
lvlisc Receipt
illisc. Receipt
NIisc. Receipt
$299.25
$75.00
$1.00
$20.56
$51.26
Fire lnsp. Req'd:
Police lnsp. Req'd
No
No Account#Total
Landscaping lnsp. Req'd: No Flood Zone Cert. Req'd: No
Every petmtt issued shall become invalid unless lho worr( on lho srto authoized by
such pemil is conmenced within ,80 d6ys after lts issua nco,or il lhe work authorized
on the site by such pennit is suspanded or abandoned fot a pgnod of 180 days after
lhe lime the wo* is cofirnenced.
$20.56
$350.51
$1.00
$75.00 $44V .O7
$0.00
9447 .07
lnspector MID#: 2017-135149
011 16002 51600
011 16002 5'1601
011 16002 51612
01116002 53600 Fee Total:
Paid to Date
Balance Due:
Buildang Use: Single Family Dwelling Occupancy: R-3, U 1st FL Arear Patio:
Job Type: Patio Covor Constr Type: V B 2nd FL Area: T.l.Area:
Nature of Work: Patio Cover/Windows Code: CBC 20'16 Other Areast yards Req,d:
Existing Bldg. & Use: gf61s 311g3769s Flood Zone: X-0602320278J GarageArea: Valuation:
Proposed Use: # of Stories:
Total:
Doscription of Work: New patio cover at rear of SFD and logalize windolv chango outs ('10 windorys). Ownor-Builder form on file.
BUILDING. INSPECTOR BECORD
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*r
U t?S0 Toyy.r,
Set Backs
Forms/Steel/Holdowns b-P- (7 /leW *9
Erection Pads
UFER Ground
SLAB Floor
Subf loor/VenVlnsu lalion
Roof Sheathinq
Shear Wall
Framinq
lnsu lation/Energ y
Drywall
Ext./lnt. Lath
Brown Coat
Masonry
Pool Fence
T-Bar
Handicap Req
Depuly Final Report
Engineer Final Report
Flood Zone Certif .
FINAL (A-t2-rz J/zJrl {v9
Certilicate ol Occupancy
Notes, Remarks, Etc ,,<\4-)W/r''A OL,0 i./ \J
J
llev 0B 07-201
ura:},Lu.jl!t-l-t1-]1][
I
I
I
IMPOBTANT NOTE TO PEBiVIT APPLICANTI
Pnor lo oxpendrng tme, r.nonoy or elfon In plan prep6raton. lhe aODlrcant should contact the plannno Dusron 6t {714) 647.5804regarorno-2oflno. selbacks. tandscap€, aesthetB lnd olhe, reeurrements. A fulty drmensoned StTEPLAN shalt bo r&r,r"O on usoparale 8 1/Z x I l " sheel ol p6par. Ask for handour on Residentat Srt6 ptan tn'rormat on lpaiio cwer ii noa;;ntd; ;irii;5 lcct ol, propcny linc).
Planning & Building irgencv '
Building safety Division
20 Clvic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92to2
(714) 647-5EC0
www.santa-ana.org
RAFTEF SlzE A SPACING
SEE TABLE 'A'
PATIO COVER FOR ONE AND
TWO FAMILY DWELLINGS
sro.02 cec 20l0
SEE ROOFING NOTE
SPECIFY AOOFING & SHEATHING OR OPEN LATTICE
12--t
OETAIL
PATIO SIZE
POST SIZE
EXISTING
HOUSE
11
. OVEBHANG
6'
MIN
OVERA]-L LENGIA
LONG SIDE MUSI BE 65q" OPEN
F@tNG 12'
BELOW GFAD€
SEE TASLE-c' Foa szE
(a
?:
DETAIL'C'
SLOPE IO DTTAI
2SOOPSTCCNCFETE
E D VtEW
38'6 X 5'LONG LAG SCBEWS
INTO STIJOS AT 1 6. O C
2X CoI{IINUOUS LEDGFF
JOIST HANGER OA SOUO At@XING
NAIL BAFIER IO BLOCXING
DETAIL'A"
stoE vtEw
FOOTINGS
CAC APPENEX I A PATIO COVEB MAY gE SUPPOFITEOON ACONCRETE SLAB ON
GFADE WTHOUT FOOTINGS. PROVIOEO THE SLAA IS NO LESS THAN 3 I/2'THICKANO
FURTHER PF]OVIDED THAI THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN
AN EXCESS OF 750 PO{JNDS PEP CAUUIT.
TAALE A
IASLE A IISE:I DETEFMNE NooF SLOPE
2 SELECT BAFTER SPAN
3 SELECT RAFTER CENTER
TOCENTER SPACING. SELECT RAFTER SIZE
TAILE B t[iE:
1 SEI.ECT SPA,i Of FAfIEF
2 SELECT POST SPACING
3 SEI-ECT HEAOEFI SIzE
ROOF RAFIEF SPAN
slzE
SPACING
c.Toc
ROOF SLOPE AOOF SLOP€
2112
2X4 16'
8!0
7.O'
6{'
8 -6'
7-4"
2X6
17'tf-
2a'
13-0'
r o-o'
13{'
12-O'
2X8
12'
t6'
21'
t/.0'
15:6'
13:8'
l7-6'
16-C
1a'-o'
TABLE A
./ HEADEF Slz!_
arB
Ja,6'5 -O'84'10{'13,O"
16,0'124'
18a0'7.0'9,6',1116
SPAN OF PoST SPrcING / FooIWG SIZE
lo{'
11t)-+fi't:{" s.-
14 {.t3-0'126's
16',{'/-612r'so 194'124's4 1?.O't2 /' A!8r0'9:6"?6'.o 1116',24'sq
POST SPACING
HEAOER SIZE
RAFTER SPAN
RAFTER SIZE
& SPACING r O .'O.C
ROOFING MATERIAL
GRAOE OF LUMEER
ROOF PTTCH
-rd.-t--.r---'- --,r- D.F. NO.1
80.r. ro.a
(
'8" '.
-.-.
POST SPACING
,L- DETATL
DETAIL'D'
CONTINUOUS LEDGER
RAFTEA SPAN
-'-
tev:07119/2011
T ILE C US€:I SETECT SPAN OF BAFTER
? SE!ECI POSI SPACING
3 SELECT FOOTII'G SIZE
TAILE C
Paos 1 ol2
'n-
Foa HEADEB sr2E L/
SEE IABLE E.]
.l
l
-r
- t-I z
!,F,1"
t.
I
GALVANIZED 21€ r 12'r 7 GAGE THICK
STEEL STRAP w/4-5E'O L-AGS
I
I
l
?
3 t2'
!r
POST
I
h
5,80 NAILS
EACII ENO
,I':4' KI'JEE
AFACE
2.1.2'O x s'IONG L GS$BEWS
EACH ENO
(SEE DEIAIL 'E)
'- t',6' XNEE
8nr€E
DETAIL "8"DETAIL 'B' ALTEBNATE
+l?.1'STANDOFF
POSI
AASE
BOLI
=T
3 t2'
EMBEO
ANCHORS IN
COA]CBETE
t 1
iI
GALVANIZEO
l2'i,2'x7 GAGE
'T' wni.t8' o la65
'2llli
GRADg
DETAIL "C"
DETAIL "D"
NOTES
1. ALL MATERIALS: LUMBEF. HAROWARE, PLYWOOO, ROOFING. ETC. SHALL BE NEW
AND BEAR MANUFACTURER'S OR CERTIFIED AGENCY'S GRADE MABK.2, ALL CONSTRUCNON SHALL CONFORM TO TH€ CALIFOANIA BUILDING
COOE CURRENTLY IN EFFECT.3. COiICfIETE ![IA TO Be MMMUti 3 l rz THTCK.4. POSTS SHALLBE MINIMUM 4'x4'.5, BOTTOM OF POSTS SHALL BE ONE INCH (1') ABOVE SLAA,6, BOOF SHEATING SHALL BE:
a. 1/Z PLYWOOO. CDX, 5 PLY EXTERIOR GLUE. WmH INDEX 3?J16. T & G
STRL'CTUBAL I, WITH I O d AT 6' cyc AT SUPPORTED ENDS, ANO12' CVC ALONG
INTERMEDIATE FRAMING MEMBERS, O8
b. l' BOARO SPAN 32': 2l' SOLID T&G SPAN 8'{'; 2'x2' SELF-SPACEO SPAN 6'{'.7. ROOFING SHALL BE MrN. CLASS 'C' ROOF COVEBING (CBC TABLE 1s05.1) OF:
a. WOOO SHAKES: (12 PITCH
b. wooo SHINGLES: gl2 PITCH
c. BUILT-UP FOOF SLOPE TO ORAIN (MINIMUM l/4'lFT.)
d, CLAY AND @NCRETE R@F TILES INSTALLEO IN ACCOROANCE WITH
MANUFACTUREF'S INSTRUCTIONS,
8. MAXIMUM HAGHT FOR A PATIO COVER IS TWELVE FEET9, PATIO COVER SHALL BE USED ot.ILY FOF BECREATIONAL OUIDOOR LTVING
PURPOSE AND NOTAS CARPORI. GARAGE, STORAGE ROOM OB HABITABLE BOOM,
10. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIOED THE OPEN AREA
OF THE LONGER WALL AND ONE ADOITIONALWALL IS EOUAL TO AT LEAST SIXTY.
FIVE PERCEI{T OF THE AfiEA BELOAIA MINIMUM OF 6'.8' OF EACH WALI-
MEASUREO FBOII THE ROOR.
I1. OPENINGS MAY BE E}.I6LOSEO WITH INSECT SCREENING OR PLASTIC T}iAT IS
READILY REIrcVABLE, TRANSLUCENT, OF TRANSPAREI\TI PLASTIC NOT MORE THAN
1I8 INCH IN THICKNESS.
12. EMERGENCY EGRESS OF RESCUE WINDOWS FROi,l SLEEPING ROOMS MAY OPEN
2.I2'O 15'LONG LAG SCREWS
DETAIL "E"
INTO AN ABEAOFAN UNENCLOSED PAIIO COVER,
13. PANO COVER 1IT,'ST BE AT LEAST 5 FEET FBOiT PBOPERTY LINES 1
PEFSON RESPONSIBLE FOR OESIGN AND CON COVER 4- ?*/+
/ DATE
@-
l I
tev:07 /19/2011
PRINT SIGNATURE
Page 2 ot 2
/-
APPEOVEO CAP
srANooFF rr-l
I I+r +
I
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s(
7
2
Jt !,5
3305 s Birch st Santa Ana Ca 92707
1714l'334-1626
ALFONSO TORRES
25-
42 ft
1.5
I
8ft
52ft
+
rh
16ft
--l-
| 6ft
A
6
10
It
I
I
I
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NA-\i),Jiil
Planning & Building A96ncy
Building Salety Oivision
20 Civlc Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www,santa-ana.org
RAFTEF SIZE & SPACING
SEE TABLE "A'
12
PATIO COVER FOR ONE AND
TWO FAMILY DWELLINGS
IMPORTANT NOTE TO PERMIT APPLICANT:
P or lo expending tme. mon€y or erfort In plan preparation. the applicant should conlacl the Plsnnino Division at (714) 647-5804
Egarding zonrng, setbacks. landscape. aeslhetics and other requiremenls. A fully drmonsioned SITE PLAN shall be requiaed on a
separate 8 l lZ x 11" shoet ol pap€r. Ask lor handout on Residenlial Sile Plan lnirrmal,on (patlo covea la not peamittsd wlthln
5 lcct ol a propeny linc).
SEE ROOFING NOTE
SPECIFY ROOFING E, SHEATHING OR OPEN LATTICE
DETAIL
PATIO SIZE
POST SIZE
POST SPACI
12"
(!
?E
€xlsTtNG
HOUSE
DEIAIL'C'\
".o"a
to o*,^ -- ) '
6"
MIN
6'
MIN
. OVFBHANG
:ll
25OO P S.I. CONCRETE
END VIEW
3A'O X 5'LONG LAG SCBEI'VS
INTO STUDS AI 16'O C
2X CONTIN'OUS I€DGEB
OETAIL'A'
)v
sloE vtEw
FOOINGS
CBC APPENDX I, A PAIIO COVER MAY AE SUPPORT€O OI{ A CONCRETE SLAB ON
GAADE WTIiOUT FOOTINGS. PROVIOED THE SLAA IS NO LESS THAN 3 1,7 THICK A''ID
FUBIHEB PROVIDEO T}1AI THE COLUMNS DO NOT SUPPOFTI LIVE AND DEAO LOAOS IN
AN EXCESS OF 750 POUNDS PEN COLUMN,
IABLE A
TAALE A USE:I DETEBMINE FOOF STOPE
2, SELECT ffAFTEB SPAN
3 SELECT RAFTEB CENTEA
TOCENTER SPrcING
4 SELECI FAFTEA SZE
TABLE A USE:
1. SETECT SPAN OF RAFTEB
2 S€I€CT POST SPACING
3 SEIECT HEADER SIZE
ROOF RAFTEB SPAN
SlZE
SPACING
C TOC
BOOF SIOPE ROOF SLOPE
>412
2X4
'@>
1z',
t5'
8:0
7.O'
8€'
12'aE>
2,t
r 3-o'arlq;)ffi
13-6'
12',-O'
1it.6'
2XA t6'
24'
l/{'
r516'
rr-6'
r6!0'
NG
)t
TAALE B
SPAN OF POST SPAT:ING i HFANER SITF
/--15i.')4s)
1146'5:0'8',-O'1o:6"t 3-0'
18.0'14' I 0.6'r1,6
SPAN OF POST SPACING / FOOIING SIZE
10-o'r',6'/21 ' sa_1 510'/2,1' so42,8-)5-6716'so.,l.l'0'26'sq._ "f4 6'r 3{',?6' so16{'1010724',sa 12.0127' st)
r8 -0'710'l?1'sq 916'26'so 1116?2A'so
HEADEB SIZE
RAFTEB SPAN
RAFTER SIZE
E SPACING
ROOF PITCH
rI L ,lb'o"
o.1
ROOFING MATEBIAL
GRADE OF LUMBER
CONTINUOI]S I E'}GFR
MFIEFI SPAN
FOF HEADEF SIZE
S€E TABLE'B'
(
l '8"
_'_'POST SPACTNG
_I DETATL
DETAIL'D'
OVEFALL LENGTH
n
LONG SIDE MUST BE 659" OPEN
7-
FOOTING 12'
AELOW GFADE
SEE TASLE.c. FOB SIZE
n
l
rcv:O7/19/)O11
F, NO,2
IAALE C USE:
I, SELECT SPAN OF RAFIER
? SETECT POSTSPACING
3 SETECT FOOTIXGSIZE
TABLE C
Paga 1 of 2
SNIA
.I
Y/,/ 1
/ JorsT HANGEF oa soLto BLcrcKtNG t ),
NAIL BAFTEn To ELCICXING I
{':r1'>
GAIVANIZEO 212, 12'r 7 GAGE IHlCK
SIEEL STRAP w/4.5/8'O LAGS
31/2'
I
POST 5 80 NAILS.
EACH €NO
,l'r BEAU
- a'i'xnEE
ABACE2'
2- lz O r 5' rOtG LAGS SCREWS
EACll ENO
(SEE DE]AI'E')
t. r'xo'xnee
BAACE
.l'r!' POST MINIMUM
OETAIL "B'DETAIL 'B' ALTERNATE
STANO OFF
POSI
aoLl
8'3lQ'
EMBEO
ANCHOES IN
CONCREIE
1
lI
i
ll
GALVANIZEO
'T' W i.5,A' g IAGS
DETAIL "C'
DETAIL'D"
1. ALL MATERIALS: LUMBER. HAROWARE, PLYW@D, ROOFING. ETC. SHALL 8E NEW
AND BEAR MANUFACTUREB'S OB CERTIFIED AGENCY'S GRADE MABK.2, ALL CONS"I'BUCTION SHALL CONFORM TO THE CALIFOBNIA BUILDING
CODE CURRENTLY IN EFFECT.3, CONCBETE SIAA TO BE MINIMUM 3 1/2' THICK,4. POSTS SI-IALL BE MINIMUM 4'x4'.5, BOTTOM OF POSTS SHALL BE ONE INCH (1')ABOVE SLAB,6. BOOF SHEATING SHALL BE:
a. 1/2'PLYWOOO. CDX.5 PLY EXTERIOR GLUE. WITH INDEX 32f16. TE G
STRUCIUBAL I. WTTH 1O d AT 6' O/C AT SUPPORTED ENDS, AND1 Z CVC ALONG
INTERMEOIATE FRAMING MEMBEBS. OB
b. 1' BOARD SPAN 32'; 2' SOLID TtG SPAN 8'{': 2'x2' SELF-SPACED SPAN 5'{'.7. BOOFTNG SHALL BE MrN. CLASS'C'ROOF COVERTNG (CBC TABLE 1505.1) OF:
a. WOOD SHAKES: 4/12 PITCH
b. WOOD SHINGLES: 3i/12 PITCH
c. BUTLT-UP ROOF SLOPE TO DRATN (M|N|MUM 1t4'tF1.)
d. CLAYAND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH
MANUFACTUB EB'S INSTRUCTIONS,8. MAXIMUM HEIGHT FOR A PATIO COVER IS TWELVE FEET,9. PATIO COVER SHALL BE USED ONLY FOR RECREATIONAL OUTDOOB LIVING
PURPOSEAND NOTAS CARPORI GARAGE, STORAGE ROOM OR HABITABLE BOOM,
10, ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIOED THE OPEN AHEA
OF THE LONGER WALLAND ONE ADDITIONAL WALL IS EOUALIO AT LEASI SIXTY.
FIVE PERCENT OF IHEAREA BELOWA MINIMUM OF 6"8'OF EACH WALL,
MEASURED FROM IHE FL@R.
11, OPENINGS MAY BE ENCLOSED WITH INSECT SCREENING OR PLASTIC IHAT IS
READILY REMOVABLE, TRANSLUCENT. OR TRANSPARENT PLASTIC NOT MORE THAN
118 INCH IN THICKNESS,
I2. EMERGENCY EGRESS OR BESCUE WINOOWS FBOM SLEEPING ROOMS MAY OPEN
2 12'g 15'LONG LAG SCFIEWS
DETAIL "E"
ITJTO AN AREAOFAN UNENCLOSED PAIIO COVER
13. PATIO COVER MUST BE AT LEAST 5 FEET FROM PROPEBTY LINES
PEFISON RESPONSIBLE FOR OESIGN ANO CON IO COVER
4- 3- /T
I OATE
EEI
rcv.07/19/20t 1
PB N SIGNATURE
Pege 2 ol2
---
I r +il
,1
NOTES
2',
l+ I I