HomeMy WebLinkAbout2513 W Occidental St - PlanHE
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RF/IF
AS SHOWN
SHEET
OF SHEETS
JOB NO.
SCALE:
DATE:
CHECKED BY:
DRAWN BY:
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N-TRACT: 506 BLOCK: D LOT: 35 APN: 408-062-33
A) DESCRIPTION OF USE: PATIO
B) OCCUPANCY: R-3
C) # OF STORIES: 1 STORY
D) TYPE OF CONST.: VB
E) SPRINKLERS: NO
F) FLOOR AREA: 196 SQ. FT.
G) BLDG. HEIGHT: 10'-4"
LOT COVERAGE = 1,249.00 SQ. FT. / 5,450.00 SQ.FT. OK
LOT COVERAGE
LOT SIZE
ZONE
LOT AREA
R-1
JOB ADDRESS INFORMATION:
5,450.00 SQ. FT.
47' x 116'
LEGAL OWNERS INFORMATION:
TERESA HERRERA
2513 W. OCCIDENTAL ST.
SANTA ANA, CA 92704
(949)533-3164
2513 W. OCCIDENTAL ST.
SANTA ANA, CA 92704
NOTE: ALL WORK SHALL CONFORM 2022 CALIFORNIA BUILDING CODE, 2022
CALIFORNIA RESIDENTIAL CODE, 2022 CALIFORNIA FIRE CODE, 2022 CALIFORNIA
ENERGY CODE, 2022 CALIFORNIA MECHANICAL CODE, 2022 CALIFORNIA GREEN
BUILDING STANDARDS CODE, 2022 CALIFORNIA PLUMBING CODE, AND 2022
CALIFORNIA ELECTRICAL CODE AS ADOPTED BY CITY OF SANTA ANA.
A) E. S.F.D.
1. ALL MEASUREMENTS ARE + OR - AND MUST BE VERIFIED
BY THE CONTRACTOR.
2. PLANS WERE DEVELOPED FROM RECORD MEASUREMENTS
(AS-BUILTS). CONTRACTOR TO VERIFY MEASUREMENTS.
3. ALL CONDITIONS IN THE FIELD MUST BE VERIFIED BY THE
CONTRACTOR.
4. ANY CHANGES OR DISCREPANCIES WITH THESE PLANS
MUST BE BROUGHT TO ATTENTION OF THE OWNER &
DESIGNER.
5. PROVIDE SMOKE ALARM AT ACCESS TO ALL BEDROOMS.
6. DOOR AND WINDOW STYLES TO BE CONFIRMED BY OWNER.
7. CUSTOM WINDOW AND DOOR HEIGHTS AND WIDTHS TO BE
CONFIRMED ON THE FIELD BY THE CONTRACTOR PRIOR TO
ORDERING.
8. EXIST'G IN FLOOR HVAC SYSTEM TO BE PROTECTED IN
PLACE. ONLY REGISTERS TO BE REPLACED.
9. fences, hedges, walls, retaining walls, guardrails
and handrails or any combination thereof shall
not exceed 42 inches from existing grade prior to
construction within the required front setback
area(s).
17. all exterior wall sheath'g to be flush. contractor
to fill in all void areas with approved sheath'g.
SQ. FT.
1. LEGALIZE AS-BUILT 196 SQ.FT. PATIO.
1,053.00
BUILD'G CODE DATA LEGEND
legal description
NOTES
SCOPE OF WORK
PLANN'G DATA
LEGEND
NEW CONCRETE
EXISTING CONCRETE
NEW LANDSCAPING
EXISTING LANDSCAPING
p.a. - planting area
p.i.p - protect in place
e.g. - existing grade
F.S. - FINISHED SURFACE
o.h. - overhang
D.S. - DOWNSPOUT
PUBLIC WORKS notes
1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR
ALL WORK ACTIVITIES WITHIN PUBLIC RIGHT-OF-WAY.
2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION
IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN
BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION,
IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE
SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB, AND GUTTED,
AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF
EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A
NEW WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR
CLEAN OUT WITH BOX LID WILL BE REQUIRED. 100% OF THE COST
SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES
14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF
THE RECONSTRUCTION WORK SHALL BE MADE AT THE DISCRETION OF
THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO
MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING
CONSTRUCTION OF THE PROJECT. A STOP WORK NOTICE MAY BE
ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC
RIGHT OF WAY.
3. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT OF WAY
SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER
CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING
CONTRACTOR.
DESIGNER CONTACT:
FLORE DESIGN, INC.
RAUL FLORE
1325 SHEPPARD DR.
FULLERTON, CA 92831
323-637-5154
owner & consultants
2513 OCCIDENTAL ST.
PATIO
SQ. FT.1,249.00 TOTAL LOT COVERAGE
2
PLAN SHEET INDEXSHT.
PATIO PLAN
1 SITE PLAN
ts TITLE SHEET
B) E. PATIO SQ. FT.196.00
BLDG# 101120062
APPROVALS
PLNG- CSantana
BLDG- JLo
2513 W Occidental
St11/14/2024
2513 W Occidental
St11/14/2024
2513 W Occidental
St11/14/2024
2
1
SYM SPRECS & NOTES
NEW WALLS
EXIST'G WALLS
REMOVE WALLS
CLOSE WALLS
WALL
LEGEND
3
ALL EXT. LIGHTS TO BE 40W. FLOURES, HIGH EFFICACY APPROVED FOR
WET LOCATION. ALL EXT. OUTLETS TO BE G.F.I.C. W/ WATER PROOF COVER.
EXT. LIGHTS & EXT. OUTLETS
E. METER 120 AMP MAIN SERVICE W/OVERHEAD FEED W/ UFER
GRD. & COLD WATER GRD. LOCATED AT S.F.D. & NEW. FEED TO
N. A.D.U. W/ N. 100 AMP 120/220V. SUB-PANEL.
ALL OUTLETS TO BE ARC-FAULT A.F.C.I. (USE 20AMP BKR.)
SSwitch
Outlet GFI
Outlet
Symbol
ELECTRICAL LEGEND
DESCRIPTION
8'
-
0
"
N.g.
9'
-
8
"
FIN. FLR.
8"
CEIL'G LINE
north ELEVATION
(EXIST'G & PROPOSED)
SCALE: 1/4" = 1'-0"
E. ROOF
TOP OF N. ROOF
west ELEVATION
(EXIST'G & PROPOSED)
SCALE: 1/4" = 1'-0"
8'
-
0
"
NAT. GRADE
1'
-
8
"
TOP OF N. ROOF
FIN. FLR.
CEIL'G LINE
8"
N. HOT MOPPED
ROOF W/ 30# FELT
CLASS A (TYP.)
PROPOSED
PATIO
EXST'G
S.F.D.
2 12
N. HOT MOPPED
ROOF W/ 30# FELT
CLASS A (TYP.)
7'
-
0
"
7'
-
0
"
14
'
-
0
"
14'-0"
legalize
e. PATIO
e. dwell'g
7'-0"7'-0"
8'
-
0
"
NAT. GRADE
1'
-
8
"
TOP OF N. ROOF
FIN. FLR.
CEIL'G LINE
8"
N. HOT MOPPED
ROOF W/ 30# FELT
CLASS A (TYP.)
PROPOSED
PATIO
EXST'G
S.F.D.
212
east ELEVATION
(EXIST'G & PROPOSED)
SCALE: 1/4" = 1'-0"
floor PLAN
(EXIST'G & PROPOSED)
SCALE: 1/4" = 1'-0"
BUILD'G SECTION
(EXIST'G & PROPOSED)
SCALE: 1/4" = 1'-0"
B 1B1
1
E. 4" CONC. SLAB
2
E" CONC. SLAB
w/#4 @16" o.c.
EA. WAY
ABU66
TYP.
6"x6" POST
E. CONC. FOOTING
3
FINISHED FLR.
N.G.
N. 6x6 POST
CEIL'G LN.
TOP OF ROOF
E. 2x C.J.
15/32" CDX PLYWD
/ OSB PANEL
2"x 4" STUDS
@ 16" O.C.
8"
N. 2"x8" R.R.
@16" O.C.
7
3
1
8'
-
0
"
1'
-
8
"
E. SLAB TO REMAIN
7
B
1
4
1
1
4x4 KNEE BRACE EA.
DIRECTION (2 TOTAL)
W/ 2- 1 2" DIA.x5" LAGS
TYP. INT. POST TO BEAM KNEE BRACING 6
NOTE:
'ECCQ' COLUMN
CAP OPTIONAL
1
1
1
1
4x6 KNEE BRACE EA.
DIRECTION (2 TOTAL)
W/ 2- 1 2" DIA.x5" LAGS
TYP. POST TO BEAM KNEE BRACING
ALL LUMBER SHALL BE D.F.#2 OR BETTER.
ALL POSTS AND BEAMS SHALL BE D.F.#2 OR BETTER.
ALL LUMBER POSTS & BEAMS SHALL BE GRADE STAMPED.
ALL FASCIA TO BE 2" LARGER THAN RAFTERS
R1
STRUCTURAL LEGEND
RAFTERS
NEW WALLS
WALL
LEGEND CLOSE UP WALLS
EXIST'G WALLS
N. 2"x8" @ 16" o.c.
B1
BEAMS
4"x6"D.F.#2
TYP. POST TO BEAM KNEE BRACING 4A
NOTE:
'ECCQ' COLUMN
CAP OPTIONAL
1
1
1x6 KNEE BRACE EA.
44A 44A
4"x4
"
ABU
4
4
B1 B1
R1
4"x4
"
ABU
4
4
B2
2 2
2"x8" LEDGER
@ 16" O.C. W/ 1 2"x5" LAG
BOLTS (STAGGERED)
B2
7
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10-09-24
RF/IF
AS SHOWN
SHEET
OF SHEETS
JOB NO.
SCALE:
DATE:
CHECKED BY:
DRAWN BY:
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BY:REVISED
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2513 W Occidental
St11/14/2024
APP-13 CBC 2016
NOTICE TO PROPERTY OWNER
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of the property improvem ents
specified at ___________________________________________________________________________________________.
We are providing you with an Owner-Builder Acknowledgment and Information Verification Form to make you aware of your
responsibilities and possible risk you may incur by having this permit issued in your names as the Owner -Builder.
We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this
form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owne r,
obtain the prior approval of the permitting authority.
OWNER’S ACKNOWLEGMENT AND VERIFICATION OF INFORMATON
DIRECTIONS: Read and initial each statement below to signify you understand or verify this information.
_____1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an “Owner -Builder” build-
ing permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an
Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and
his or her employees while working on my property. My homeowner’s insurance may not provide coverage for those injuries. I
am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my prop-
erty.
_____2. I understand building permits are not required to be signed by property owners unless they are responsible for the
construction and are not hiring a licensed Contractor to assume this responsibility.
_____3. I understand as an “Owner-Builder” I am the responsible party of record on the permit. I understand that I may protect
myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead o f my
own.
_____4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbe rs
on permits and contracts.
_____5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total
value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an
“employer” under state and federal law.
_____6. I understand if I am considered an “employer” under state and Federal law, I must register with the state and federa l
government, withhold payroll taxes, provide workers’ compensation disability insurance, and contribute to unemployment com-
pensation of each “employee.” I also understand my failure to abide by these laws may subject me to serious financial risk.
_____7. I understand under California Contractors’ State License Law, an Owner -Builder who builds single-family residential
structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontrac-
tors and the number of structures does not exceed four within any calendar years, or all of the work is performed under contr act
with a licensed general building Contractor.
_____8. I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable for any f inan-
cial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workma n-
ship or materials.
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
2513 W Occidental
St11/14/2024
2513 W Occidental
St11/14/2024
RAFTER SIZE & SPACING
RAFTER SPAN ___' _____"
CONTINUOUS LEDGER
12"
MAX.
6"
MIN.
FOR HEADER SIZE
SEE TABLE "B"
2500 P.S.I. CONCRETE
SEE TABLE "A"
DETAIL
"A"
DETAIL "C"
2X CONTINUOUS LEDGER
3/8"ø X 5" LONG LAG SCREWS
INTO STUDS AT 16" O.C.
JOIST HANGER OR SOLID BLOCKINGNAIL RAFTER TO BLOCKING
SEE ROOFING NOTE
SPECIFY ROOFING & SHEATHING OR OPEN LATTICE
____' ____" POST SPACING
OVERALL LENGTH
LONG SIDE MUST BE 65% OPEN
DETAIL "D"
DETAIL "B"
6"
MIN.
6'
8
"
M
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C
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A
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A
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C
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FOOTING 12"
BELOW GRADE
SEE TABLE
"C" FOR SIZE
EXISTING
HOUSE
WALL
END VIEW
SIDE VIEW
DETAIL "A"
SLOPE TO DRAIN
___" OVERHANG
12
IMPORTANT NOTE TO PERMIT APPLICANT:
Prior to expending time, money or effort in plan preparation, the applicant should contact the Planning Division at (714) 647-5804
regarding zoning, setbacks, landscape, aesthetics and other requirements. A fully dimensioned SITE PLAN shall be required on a
separate 8 1/2” x 11” sheet of paper. Ask for handout on Residential Site Plan Information (patio cover is not permitted within 5 feet of a property line).
PLANNING& BUI LDINGAGENCY
SANTAANACITY OF PATIO COVER FOR ONE AND
TWO FAMILY DWELLINGS
STD-02 CBC 2010
FOOTINGS:
CBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED ON A CONCRETE SLAB ON
GRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 3 1/2" THICK AND
FURTHER PROVIDED THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN
AN EXCESS OF 750 POUNDS PER COLUMN.
TABLE A USE:
1. DETERMINE ROOF SLOPE
2. SELECT RAFTER SPAN
RETNEC RETFAR TCELES .3
TO CENTER SPACING
4. SELECT RAFTER SIZE
TABLE B USE:
1. SELECT SPAN OF RAFTER
2. SELECT POST SPACING
3. SELECT HEADER SIZE
TABLE C USE:
1. SELECT SPAN OF RAFTER
2. SELECT POST SPACING
3. SELECT FOOTING SIZE
RAFTER SPACING ROOF SLOPE ROOF SLOPE
SIZE C. TO C. < 4:12 ≥ 4:12
12" 8'-0" 8'-6"
2X4 16" 7'-0" 7'-6"
24" 6'-0" 6'-6"
12" 13'-0" 13'-6"
2X6 16" 11'-6" 12'-0"
24" 10'-0" 10'-6"
12" 17'-0" 17'-6"
2X8 16" 15'-6" 16'-0"
24" 13'-6" 14'-0"
PATIO SIZE ___________________________
POST SIZE ___________________________
POST SPACING________________________
HEADER SIZE _________________________
RAFTER SPAN ________________________
RAFTER SIZE
& SPACING _________________________
ROOF PITCH __________________________
ROOFING MATERIAL ___________________
GRADE OF LUMBER: D.F. NO.1
D.F. NO.2
x
x @ " O.C.
x
x
SPAN OF POST SPACING / HEADER SIZE
RAFTER 4x4 4x6 4x8 4x10
10'-0" 5'-6" 9'-0" 11'-6" 15'-0"
12'-0" 5'-6" 8'-6" 11'-0" 14'-0"
14'-6" 5'-0" 8'-0" 10'-6" 13'-0"
16'-0" - 7'-6" 10'-0" 12'-0"
18'-0" - 7'-0" 9'-6" 11'-6"
Page 1 of 2
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
TABLE A
ROOF RAFTER SPAN
SPAN OF
RAFTER
10'-0" 5'-6"/15" sq. 9'-0"/18" sq. 11'-6"/21" sq. 15'-0"/24" sq.
12'-0" 5'-6"/16" sq. 8'-6"/20" sq. 11'-0"/22" sq. 14'-0"/26" sq.
14'-6" 5'-0"/16" sq. 8'-0"/20" sq. 10'-6"/24" sq. 13'-0"/26" sq.
16'-0" - 7'-6"/21" sq. 10'-0"/24" sq. 12'-0"/27" sq.
18'-0" - 7'-0"/21" sq. 9'-6"/26" sq. 11'-6"/28" sq.
TABLE B
TABLE C
POST SPACING / FOOTING SIZE
rev: 07/19/2011
2513 W Occidental
St11/14/2024
12"
12
"
GALVANIZED
12"x12"x7 GAGE
"T" W/6-5/8" Ø LAGS
4"x POST
4"x BEAM
DETAIL "D"
12
"
ANCHOR
BOLT
STAND-OFF
POST
BASE
8"
STANDOFF 1"
EMBED
ANCHORS IN
CONCRETE
DETAIL "C"
GRADE
1" STAND-OFF
1"x6" KNEE
BRACE
2'
-
0
"
2'
-
0
"
2-1/2" Ø x 5" LONG LAGS SCREWS
EACH END
(SEE DETAIL "E")
45∞
4"x4" POST MINIMUM
DETAIL "B"
APPROVED CAPGALVANIZED 21/2"x 12"x 7 GAGE THICK
STEEL STRAP W/4-5/8"Ø LAGS
3 1/2"
3 1/2"
2"
2"
4"x BEAM
DETAIL "B" ALTERNATE
4"x4"POST 5-8D NAILS,
EACH END
4"x BEAM
2"
4"x POST
4"x4" KNEE BRACE
2-1/2" Ø x5" LONG LAG SCREWS
DETAIL "E"
4"x4" KNEEBRACE
Page 2 of 2
NOTES:
1. ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING, ETC. SHALL BE NEW
AND BEAR MANUFACTURER'S OR CERTIFIED AGENCY'S GRADE MARK.
2. ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILDING
CODE CURRENTLY IN EFFECT.
3. CONCRETE SLAB TO BE MINIMUM 3 1/2" THICK.
4. POSTS SHALL BE MINIMUM 4"x4".
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
STRUCTURAL I, WITH 10 d AT 6" O/C AT SUPPORTED ENDS, AND12" O/C ALONG
INTERMEDIATE FRAMING MEMBERS, OR
b. 1" BOARD SPAN 32"; 2" SOLID T&G SPAN 8'-0"; 2"x2" SELF-SPACED SPAN 6'-0".
7. ROOFING SHALL BE MIN. CLASS "C" ROOF COVERING (CBC TABLE 1505.1) OF:
a. WOOD SHAKES: 4/12 PITCH
b. WOOD SHINGLES: 3/12 PITCH
c. BUILT-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 NOT AS CARPORT, GARAGE, STORAGE ROOM OR HABITABLE ROOM.
10. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA
OF THE LONGER WALL AND ONE ADDITIONAL WALL IS EQUAL TO AT LEAST SIXTY-
FIVE PERCENT OF 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
READILY REMOVABLE, TRANSLUCENT, OR TRANSPARENT PLASTIC NOT MORE THAN
1/8 INCH IN THICKNESS.
12. EMERGENCY EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MAY OPEN
INTO AN AREA OF AN UNENCLOSED PATIO COVER.
13. PATIO COVER MUST BE AT LEAST 5 FEET FROM PROPERTY LINES.
PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF PATIO COVER:
______________________________________ ________________________________________ __________________
PRINT NAME SIGNATURE DATE
rev: 07/19/2011
2513 W Occidental
St11/14/2024
2513 W Occidental
St11/14/2024