HomeMy WebLinkAbout10180137_5123 W. 5TH - PlanCITY OF SANTA ANA
BUILDING PERMIT APPLICATION WORKSHEET
PLEASE PRINT -3/2/05:forms/Blda.App.Worksheet
PROJECTADDRESS: 12-3 W, 5 -TH ST·. 5* . SUITE:SAPIN #101 935 12>7
USE OF BUILDING: 'NEEENTIAL-COMMERCIAL INDUSTRIAL OTHER
MASTER ID#
'ADDNATURE OF WORK:NEW 1 ALTEIVT.I.DEMO REROOF REPAIR SIGN MISC
NFW/ADDITION/Al TFRATION
1 ST FL..SF BASEMENT: YES/NO .SF NO. OF STORIES:
2ND FL..SF PATIO/ENCL. PATIO:367 SF BLDG. HEIGHT:
TOTAL OF OTHER FLS:SF RES. REMODEL: SF PROPOSED USE:
GARAGE/CARPORT:SF ALTERIT.I.: SF .,A, p F*-A-A/le
JOB DESCRIPTION (non-resideptial projects see reverse side of this application) : A. 9444=6*6· FA-Tro -
Ah>e e F--2-A M €Na P A-[ 10
BUILDING OWNER'S NAME:PHONE NO:TA M U« Ove,J 7 f 94 902 -6/29
ADDRESS:CITY:STATE:ZIP:
9123 \2 , S TH ST.5'149+EA- A- iJA C.,A-9270 1
TENANT.'S NAME (Comm/Ind):PHONE NO:
CONTRACIOR'S NAME:STATE CONTR. #:UCENSE CLASS:PHONE NO:
ADDRESS:CITY:STATE:ZIP:
WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTA ANA BUS. LIC. #:
ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO
ADDRESS:CITY:STATE:ZIP:
CONTACT NAME:PHONE NO:
E-MAIL ADDRESS:
OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $
OCC. GROUP:RECEIPT #P/C FEE PD $
TYPE OF CONSTR:VALUATION: $SUBMITTAL DATE:
FIRE SPKR: YES / NO A/C: YES / NO FLOODZONE: . PROCESSED
RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS:
PLANNING.OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE
PLNG CONDITIONS:
PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT
JOB DESCRIPTION CHECKLIST:
E Additional square footage
E Awnings
£ Canopy
U Card readers
U Ceiling work
E Change of occupancy (use)
E Disabled accessible (H/C) restrooms
U Dust collector
E Elevator shaft
Exterior doors or windows
U Equipment pads
El Intirior demo
L
El Kitchen equipment
El partition walls
E Rated corridors
U Rated shafts
C] Roof mounted equipment
U Security bars
U Screening for equipment
Skylights
,U Stairs
U StorefronUfacade improvements
U Storage racks or shelving over 5'-9
U Walk-in coolers
ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS
Block wall
Complete demo
Fence
Fire signaling system
Fire sprinklers
Flagpole
Lawn sprinkler system
Light Standards
Parking lot paving
Parking lot striping
Pedestrian protection
Pool/Spa
Signs
Spray booth
Temporary power pole
Trash enclosure
----lill-
f
6 8 ms:m:Ul Ul di'%=E 2 20I t= D-;10 . 0 0 :X '13 0=>1= 42. 52 -1, fi %5 9, :2 85 /11@ M %52:801 Ma=1 W =0 ,=ar .FEE54' -0 32'°st o = 81.69 k- 16 -le E. . E 76 548'-6
- BORDER OF HOUSE
CITY OF
.0 10
LEGEND:im GED EXISTING CONDITION
EE] NEW CONCRETE
.C
DIRT 0/
-- A (2 71 0*4 L f &= i1----1 nudel:04/r rA# 19 99'C."0,
PLANNING DIVISION
' ' M,ASTER 1.D/2-01 3 -\ \09 9-1 .-/
(1-4 -
0
'- " ·'- '.' :;.* : :, f , FOOTING 247*24%16"
UL-Zone
CB56, ' COLUMN ··PAD, • .
N4. ' 8 . .t ..& . A . . r4 , 4'.;· 4 LA I' .--. A 'ril.APNER hzi f DAT*(14/j-3-4.
L..2 ·
b. I RANSFERRED BY DATE
··:·< ·r-4-·&0nNp i¢*24"xp" ... . ....
1Al .4 .7 ., CB66. COUJMN. M*. - ..· ·' -1 ,: loW
PLANNING INSPECTiON RN:QUIRED
Ne 614€RET L Pkle- p€* 4,0i.
I &
st.Al F· 1/21-·47144·00 -* NAME
": ANS FOR FUTURE RE\nONS. tniT S, b ' ETAIN '---f. - ,-c:·r.*c r.up:rt'FD ANO t.-·V:..t liON
r.
A ··'llill-illililill..
ATIONS
i I ! i.t ; i-·....:L..1 · · -
,.,..,grin:FiC· ..,;-4/1OF --4 -.-' url..Af c· i -·.&i ' BORDER
uni ;SE
Vi. /
I ,1 1.9:
5'-5"
5123 W. 51H SIREET,
CONCRETE PAnO PLAN
#U 1/2'*1'-O' cz,)NED Im' 1,6 0,/=(8> 5' 1• T-
M.00 0 MIN'vnt 0.3,3-
37'-1"..1 -
46'-b
8'-0'- 9 10'-00==
4 10'-0"0
28'-0
61
0700
02
00-1
i . ,--=i , c=:1 1 E 1 EllE¢**fiE:111 VE! 1 1=11.
.XJ lili
%-
0
04/4»
9,4
1ARCHITECTURAL STRUCTURALACCEPTED FOR CONSTRUCTIONPERMIT TYPE: CBLOG
=CTRCAL, PLUMBING & MECHANICAL PLANS I
LECT PLBG SEPARATE PERMITS ARE REQUIRED FOR MECH GRADING
al; Set Ot plans and specifications must be kept on the job i
1 1.
PERMIT#-22.£12 3 7
i eli times and it is unlawful to make any changes or
OCC. GROUP-2-9
ity of Santa Ana.Arations on same without written permission from the iCONSTR. TYPE_-iLIS
ne acceptance of this plan and specifications SHALL NOTCODE EDITION-jo(20
provisions of ANY City Ordinance or State Law.m held to permit nor be an approval of the violation of any iFLOOD ZONA=-
,/ Af, Accepted By -4
-la-i43FLOOD ZONE GERTIE REQ'D YES 129)j MICROFILM '
Date Issued-12&.._._11;gey/-
[ RADIANT BARRIER @ ROOF YES| RESIDENTIAL DEV. FEE
YES @:j; mEEEN___--1*
Date
/ f
.¥:
4
E.2
54'-0"
2'-6"
eleo
LEGEND:
C=, . ,
0./.. 0 [320 .
1 .
1 = R 11 = 11 / 11 - 2 11 * 11 6 # 11 = 11 = 11 = 11 - : R I [ * 411 * 11 # 11 PR 11 = # 114
E....ihil=11=11=11=11=11=11#11=11=11=11=11=11=11 *11
0 -- 13 RE BARS
B 'nr
0
b
wa .d
FE 1
STEEL PATIO PLAN
SCALE: 1/2" = 1'-0"
b
1
/ t4%
lili
'7\L l
1111_1L
!3ii
- BORDER
HOUSE
BORDER
Ar \ 19
IlITW1
HOUSE
4 ide ..
TAM NGUYEN RESIDENT
6123 W. 5111 STREEL SINTA N,4 CA 92703
37'-1"STEEL PATIO PLAN
..
1/2.-1.4 0.010. .1 01=0 Ir n.
•IM/,3 01-11 MY '1 APP=MO 51 ™
1
P
2 /92 2
0.
00-,EL
PIER
24"x24"xi 6"
CONCRETE
3500 PSI
- COLUMN 6"x6",
CB66 HOLD DOWN
(6'46"x 1 8D
6" 11Rll I IN FXT FRN
CLUE SIMPSON EPOXY
SET-XP STRUCTURAL
ANCHORING ADHERSIVE.
- COLUMN 6"x6",
CB66 HOLD DOWN
(6"x6"x 183
- PIER 24"x24"xl 6"
CONCRETE 3500 PSI
1
6
- 3-#4 REBAR ExISTING -3-#4 REBAR TOP
TOP & BOTTOM FON @ 6" O.C.
DRILL 6" IN EXT. FND.
/ *0.00 I to.00542? S.. ·* i 1 GROUND
3. 1
11 -'Ir
DLR
W
ETAI L 1
ALE 1" = 1 '-O"
1 2-0 -2'-00
-6
DETAIL 2 "
SCALE 1" = 1 '-O"
CONCRETE PAnO
4" THICKNESS
3500 PSI
#3 REBAR
@ 18" O.C.
,
COLUMN 6"x6"
CB66 HOLD 06wN
(6"x6"*18")
- 3-#4 REBAR
TOP & BOTTOM
4
h/iUrrcilhvdUrrr
.t
CLR
2'-0 81:
I *0.00
4, 1 GROUND LEGEND:
33 EXISTING CONDmON
[EE] NEW CONCRETE
3
TAM NGUYEN RESIDEMDETAIL 3 : " 5!HS!.S-270319
SCALE 1" = 1'-0"
DETAILS PATIO
le,1 1,/2.-,•-c• 0££010 Grf T. CHECKED WY m 3
1 1/06/13 Cltil tir IM APPRMD W ™ -3 -3 -M
..
4
--
j CLR il9 1
t IR>,
MA
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza PATIO COVER FOR ONE ANDRO. Box 1988 (M-19)PLANNING Santa Ana, CA 92702 TWO FAMILY DWELLINGS& BULDING (714) 647-5800AGENCY www.santa-ana.org
.t,%,triM,3,441E5NS2$mummgef,mm,;*1=Daemi-Temaeer,E:eae:W*gul'vd
STD-02 CBC 2010
IMPORTANT NOTE TO PERMIT APPLICANT:
Prior to expending time, money or effort in plan preparation, the applicant should contact the Planning Division at (714) 647-5804regarding zoning, setbacks, landscape, aesthetics and other requirements. A fully dimensioned SITE PLAN shall be required on aseparate 81/2" x 11" sheet of paper. Ask for handout on Residential Site Plan Information (patio cover is not permitted within5 feet of a property line).
SEE ROOFING NOTE
SPECIFY ROOFING & SHEATHING OR OPEN LATTICE
DETAIL /
1
- RAFTER SIZE & SPACING
SEE TABLE "A"
0 0 012
12°
MAX.
CONTINUOUS LEDGER E==S__=
FOR HEADER SIZE 4- DETAIL "B"SEE TABLE "B'
DETAIL "D"-
RAFTER SPAN 2 _ .POST SPACING 1
EXISTING.
HOUSE -
WALL
Al
OVERHANG OVERALLLENGTH
LONG SIDE MUST BE 65% OPEN
DETAIL "C"
SLOPE TO DRAIN -n
60 6"
MIN.MIN
FOOTING 12'
BELOW GRADE
SEE TABLE
--\ - 'C" FOR SIZE
/ n P.
f11
1 1 -1 ! % 11114 lilim =1111 WI"1 -4 1101 1.
1.
t...1 rED pA-2500 P.S.1. CONCRETE SIDE VIEW
END VIEW 64£ .5
- 3/8" 0 X 5° LONG LAG SCREWS
/ INTO STUDS AT 16' O.C.
44
job
Or
FOOTINGS: 19 V €
CBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED ON A CONCRETE SLAB ON Chzz theGRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 31/2" THICK ANDFURTHER PROVIDED THATTHE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN 4 *· 68
AN EXCESS OF 750 POUNDS PER COLUMN.00 th
- 2X CONTINUOUS LEDGER - TABLE A ,%4 in 94\TABLE A USE:ROOF RAFTER SPAN 44
1. DETERMINE ROOF SLOPE RAFTER SPACING ROOF SLOPE ROOF SLOPE '/1 NOT'2. SELECT RAFTER SPAN SIZE C. TO C.<4:12 2 4·12 4/4. I3. SELECT RAFTER CENTER 12'8'-0°8'-6"TO CENTER SPACING 2X4 16"7'-0"7'-6°
.
4. SELECT RAFTER SIZE 24"6'-0°6'-6"
12°13'-0°13-6'
9 -EL. *L 1_11-6b- JOIST HANGER OR SOLID BLOCKING 10'-0'
NAIL RAFTER TO BLOCKING I 12°17'-0°17-6'
2X8 16"15'-6'16'-0"DETAIL "A"24°13'-6" 14'-0-
TABLE B
PATIO SIZE 36'-7 ' 10 <-0 "1. SELECT SPAN OF RAFTER RAFTER 4x4 4x6 4*8 (14*103.
TABLE B USE:SPAN OF POBT SPACING / HEADFA S /F.--2/
POST SIZE 4,« x hu 2. SELECT POST SPACING 10-0- 9-6- Ato•11'-6" Trrho
POST SPACING 12.'-11'3. SELECT HEADER SIZE 12'-0' 506' 8'-6"11'-0°14'-0°
HEADER SIZE 1·Ux lou 10'-6014'-6'5'-0'8'-00
RAFTER SPAN 1 0 '-6 t.'16'-0" - 7'-60 10'-0"12'-0' +
18'-0- - 7'-0"9'-6"11'-60'
RAFTER SIZE
& SPACING x A @ /6 0 o.c.TABLE C
TABLE C USE:SPAN OFROOF PITCH /Cli.· \02-2, SELECT POSTSPACING * -10'-0" 5'-6715' sa 9'-0718" sq. 11'-6'/21'so.715'-0"/2€.sal-)€·
POST SPACING / FOOTING SIZE1. SELECT SPAN OF RAFTER RAFTER -
ROOFING MATERIAL
GRADE OF LUMBER: O D.R NO.1Acif POuR.3. SELECT FOOTING SIZE 12'-0"506'716" sq. 8'-6720" sq. 11'-0722" sq 14'-0"/26" sq.
14'-6'5-0"/16" sq 8'-0720" sq. 1026'724" so 13'-0726° sq.O D.R NO.2 16'-0'7-6721" sq. 10'-0724" sq. 12'-0"727" sq.
18'-0'7'-0721° sq. 9'-6726' sq 11'-6728' sq
rev: 07/19/2011
Page 1 of 2
IGALVANIZED 21/2·x 12"x 7 GAGE THICK
fl STEEL STRAP W/4-5/8'0 LAGS
1
- APPROVED CAP
i_
31/2
1+1
4'x4' - J
POST--
44 BEAM
4'x BEAM
9 -4-0- 4'14' KNEE bN. /BRACE N2.-A .1- 1 /t /1
12-1/2' 0 x 5' LONG LAGS SCREWS -1-xe KNEE
j' A EACH END 1...d BRACE
---%- 1(SEE DETAIL'E')
/.
A I 444' POST MINIMUM LA J-
¥
DETAIL "B"DETAIL "B" ALTERNATE
STANDOFF 1 .-1 -»
ISTAND-OFF -1' STAND-OFF
APOST/ 18ASE- FS>1
• 12'1 4.x BEAM
ANCHOR
BOLT
EMBEDI .1
ANCHORS IN K--·...
CONCRETEI ·-7
-26-0 1
GRADE-1
DETAIL
+1
31/2'1
lili 0
\ IGALVANIZED
12'x12'x7 GAGE
+ IT W/6-5/8' 0 LAGS
- 4'x POST .
x.2 2 94* I
/
"C"4-
MI Ul NOTES:
1. ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING, ETC. SHALL BE NEW
2. ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILOING
AND BEAR MANUFACTURER'S OR CERTIFIED AGENCY'S GRADE MARK.
CODE CURRENTLY IN EFFECT.1 '4 6 4. POSTS SHALL BE MINIMUM 4°x4°.CONCRETE SLAB TO BE MINIMUM 31/2" THICK.
-4 D 00 5. BOTTOM OF POSTS SHALL BE ONE INCH (1 °) ABOVE SLAB.6. · ROOF SHEATING SHALL BE:
a. 1/2° PLYWOOD, CDX, 5 PLY EXTERIOR GLUE, WITH INDEX 32/16, T&G
rn O STRUCTURAL I, WITH 10 d AT 6' O/C AT SUPPORTED ENDS, AN[)12" O/C ALONG
INTERMEDIATE FRAMING MEMBERS, OR4 -b. 1" BOARD SPAN 32°; 2° SOLID T&G SPAN 8'-0°; 2%<2' SELF-SPACED SPAN 6'-0'.
7. ROOFING SHALL BE MIN. CLASS 'C" ROOF COVERING (CBC TABLE 1505.1) OF:
LO a. WOOD SHAKES: 4/12 PITCH
b. WOOD SHINGLES: 3/12 PITCH
c. BUICT-UP ROOF SLOPE TO DRAIN (MINIMUM 1/4°/FT.)
d. CLAY AND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
8. MAXIMUM HEIGHT FOR A PATIO COVER IS TWELVE FEET.
9. PATIO COVER SHALL BE·USED ONLY FOR RECREATIONAL OUTDOOR LIVING
PURPOSE AND NOTAS CARPORT, GARAGE, STORAGE ROOM OR HABITABLE ROOM.
10. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA
OF THE LONGER WACLAND ONE ADDITIONAL WALL IS EQUAL TO AT LEAST SIXTY-
- FIVE PERCENT·QF THE AREA BELOW A MINIMUM'OF 6'-8' OF EACH WALL,
MEASURED FROM THE FLOOR.
11. OPENINGS MAY BE ENCLOSED WITH INSECT SCREENING OR PLASTIC THAT IS
REAbILY REMOVABLE, TRANSLUCENT, OR TRANSPARENT PLASTIC NOT MORE THAN
la INCH IN THICKNESS.
12. EMERGENCY EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MAY OPEN
INTO AN AREA OF AN UNENCLOSED PATIO COVER.
13. PAT10 COVER MUST BE AT LEAST 5 FEET FROM PROPERTY LINES.
DETAIL "D"
- 4')(4' KNEE BRACE
r 2-1/2» 0 )(5» LONG LAG SCREWS
-0-0-
1-1-
E- 4'x POST
--4-
DETAIL "E"
PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF PATIO COVER:
-TAN/\ 2409 6.J -32%C 1/>4//3
PRINT NAME SIGNATURE DATE{
rev: 07/19/2011 Page 2 of 2
.
..2- .