HomeMy WebLinkAboutHOLD - 626 S Shelley St - PlanNOTES
GENERAL
GN-1
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NOTESNPDES
SIGNATURE
Jeffrey Jonsson
Architect Retired
949 412 3955
92662
Newport Beach, Ca
216 Pearl Ave
121823
626 Shelley Rd.
Santa Ana, Ca
SHELLEY
626
HOLD - 626 S
Shelley St4/28/2025
N-TRACT: 2279 BLOCK: LOT: 11
APN 010-045-07
FOR NEW MECHANICAL AND ELECTRICAL INSTALLATIONS. PATCH TO MATCH
17. ALL ELECTRICAL CONDUIT ETC. SHALL BE CONCEALED WHERE POSSIBLE IN
11. DAILY CLEANUP US MANDATORY IN ALL AREAS. CONTRACTOR TO PROVIDE
19. ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE U.B.C.
18. WHERE A CHOICE OF FINISH COLOR IS POSSIBLE IT IS TO BE SELECTED BY OWNER.
REPAIRING AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED IN
OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING,
PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE
8. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND
WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER
9. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS
PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING,
SURFACES REPLACED WILL, UPON COMPLETION MATCH SURROUNDING SIMILARLY.
EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT
D. TYPICAL INTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF GYPSUM BOARD.
13. PROVIDE ALL NECESSARY BLOCKING, BACKING AND FRAMING FOR PLASTER
C. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO FINISH
15. RUBBISH AND DEBRIS MUST BE REMOVED FROM WORK AREAS DAILY.
ACCESSORIES, HANDRAILS, GRAB BARS, PLUMBING FIXTURES, LIGHT FIXTURES,
CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF
16. CUT AND PATCH EXISTING WALLS, FLOORS AND CEILINGS AS NOTED OR REQUIRED
12. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING AND
14. ALL GLASS WORK SHALL COMPLY WITH CHAPTER 24 OF THE UNIFORM BUILDING CODE.
SPECIFICATIONS OR DRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THE
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS
2. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS
REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.
INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DETAIL
OR DEFECT TO THE SATISFACTION OF THE ARCHITECT. SHOULD A CONFLICT
ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE
DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES AN
SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS
UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH
ORDERLY CONDITION FREE OF DEBRIS AND LITTER, AND SHALL NOT BE
CONTRACT DOCUMENTS. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN,
ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS AND THE
5. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL WORK PERMITS, FEES,
INSURANCE, AND TAXES REQUIRED FOR THE PROJECT. OWNER SHALL PAY BUILDING
7. ALL MANUFACTURED MATERIALS SHALL BE DELIVERED IN THE ORIGINAL
CONTRACT DOCUMENT THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT AT
REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS
THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK
OTHERWISE NOTED.
PARTITIONS, FLOORS OR CEILINGS, OR FURRED WITH GYPSUM BOARD.
DUMPSTER TO HAUL AWAY ALL TRASH FROM DEMOS AND ALL TRASH
ELECTRIC UNITS, A.C. EQUIPMENT AND ALL OTHER ITEMS AS REQUIRED.
THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS.
EXISTING FINISHES.
FACE OF CEILING.
PERMIT FEE.
TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK.
B. GRID DIMENSIONS ARE TO THE COLUMN CENTER LINE UNLESS
A. ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE.
PACKAGES, CONTAINERS, OR BUNDLES BEARING THE NAME OF THE
6. CONTRACTOR TO COORDINATE ALL WORKS PROVIDED BY OTHERS.
10. DIMENSIONS:
SURFACES.
MANUFACTURER AND BRAND.
CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST EXPENSIVE
PROCEEDS WITH THE WORK AFFECTED WITHOUT INSTRUCTIONS FROM THE
REFERENCES ON CONTRACT DRAWINGS HAVE BEEN OMITTED, THE
ONCE FOR INSTRUCTION ON HOW TO PROCEED. IF THE CONTRACTOR
4. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS ON THE SITE TO
AREAS PERMITTED BY THE OWNER. THE WORK SHALL BE DONE IN
MATERIALS AND CONSTRUCTION METHOD INVOLVED, UNLESS A WRITTEN
WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS
ALTERNATE METHOD AND/OR MATERIALS.
OPERATION.
REQUIRED BY THE CURRENT EDITION OF THE U.B.C., LOCAL CODES AND
OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE
BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE
STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS.
THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF
1. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT
IN TERMS OF ARCHITECTURAL DESIGN CONCEPT. THE DIMENSIONS OF
AUTHORITIES.
WINDOW NUMBER
SYMBOLS
DOOR NUMBER
SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
ELEVATION IDENTIFICATION
SHEET WHERE ELEVATION IS DRAWN
SHEET WHERE DETAIL IS DRAWN
DETAIL IDENTIFICATION
INTERIOR ELEVATIONS
DATUM POINT
CLOUD AROUND REVISED AREA OPTIONAL
SHADED PORTION IS THE SIDE CONSIDERED
KEYNOTE
MATCH LINE
REVISION
DETAIL
CONSULTANTS
INDEX OF DRAWINGS PROJECT DATA
ARCHITECT
SCOPE OF WORK
GENERAL NOTESGN-1
1. SLIDING GLASS DOORS AND WINDOWS LOCATED LESS THAN 16
FEET ABOVE ANY SURFACE AVAILABLE FOR USE BY THE PUBLIC
SHALL BE CAPABLE OF BEING LOCKED SECURELY. MOVABLE
PANELS SHALL NOT BE EASILY REMOVED FROM THE FRAME.
2. ALL MAIN OR FRONT ENTRY DOORS TO DWELLINGS SHALL BE
ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA
IMMEDIATELY OUTSIDE WITHOUT OPENING THE DOOR. A DOOR
VIEWER, A VIEW PORT, WINDOW, OR OTHER OPENING MAY PROVIDE
SUCH A VIEW.
3. EXTERIOR WOODEN DOORS SHALL BE OF SOLD CORE
CONSTRUCTION OR SHALL BE CONSTRUCTED OF METAL.
4. ALL SWINGING DOORS SHALL BE EQUIPPED WITH A DEAD BOLT
WITH A MIN. THROW OF ONE INCH AND AN EMBEDMENT OF NOT
LESS THAN 5/8 INCH.
5. THE INACTIVE LEAF OF A PAIR OF DOUBLE DOORS AND THE UPPER
LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A DEAD BOLT.
6. NON-REMOVABLE PINS SHALL BE USED IN PIN TYPE HINGES THAT
ARE ACCESSIBLE FROM THE OUTSIDE WHEN THE DOOR IS CLOSED.
7. ANY GLASS THAT IS LOCATED WITHIN 40 INCHES OF A LOCKING
DEVICE ON A DOOR SHALL BE FULLY TEMPERED, OR HAVE
APPROVED METAL BARS, SCREENS OR GRILLS.
SECURITY
DOCUMENTS.
THEREUNDER BY BOTH THE OWNER AND CONTRACTOR.
THE ARCHITECT WILL BE THE INTERPRETER OF THE REQUIREMENTS OF
WILL BE FINAL IF CONSISTENT WITH THE INTENT OF THE CONTRACT
THE ARCHITECT'S DECISIONS IN MATTERS RELATING TO ARTISTIC EFFECT
THE CONTRACT DOCUMENTS AND THE JUDGE OF THE PERFORMANCE
NEW PERMIT TO REMODELING EXISTING PANTRY TO NEW BATHROOM TO EXISTING MAIN HOUSE. PROVIDE
NEW TOILET, VANITY, TUB/SHOWER COMBO, PLUMBING, ELECTRICAL, PAINT AND TILE. NO STRUCTURAL.
REMOVE 7' HIGH WALL IN FAMILY ROOM SHEET A-0. NO STRUCTURAL WORK IS PROPOSED FOR THIS
PROJECT.216 PEARL AVE
92662
NEWPORT BEACH, CA
949 412 3955
JEFFREY JONSSON ARCHITECT
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
MAX. BUILDING HEIGHT
APPLICABLE CODES:
NO. STORIES
CONSTRUCTION TYPE:
ZONE:
V-B NON SPRINKLERED
2022 CALIFORNIA FIRE CODE
R1/U - RESIDENTIAL
2022 CALIFORNIA ENERGY CODE
A-1
HOLIDAYS
WORKING HOURS ARE 7 AM-8PM M-F 9AM-8PM SATURDAY. NO SUNDAY OR LEGAL
2022 CALIFORNIA GREEN CODE
ONE
2022 SANTA ANA MUNICIPAL CODES
2022 CALIFORNIA RESIDENTIAL CODE
PROPOSED FLOOR PLAN MAIN HOUSE
EXISTING FIRST FLOOR 1125 S.F.
PROJECT NAME:
CHKD:
LAST ISSUE DATE:
BY:
SHEET
T-1
SHEET TITLE:
01.15.24
SITE PLAN
COVER SHEETT-1
LOT COVERAGE UNCHANGED SHELLEY
LOT AREA:6451 S.F.
EXISTING
OWNER
ORGAN NASSERI
626 SHELLEY ST
SANTA ANA, CA
LEGAL:
VICINITY MAP
ADD NEW FULL BATH 53 S.F.
A-2 PROPOSED ELEVATIONS
59.5'
SIDEWALK
CL
Shelley Street
626 Shelley St.
Santa Ana, Ca
LANDSCAPE
56.0'
11
5
.
2
8
'
11
3
.
8
9
'
LANDSCAPE
SL
O
P
E
1
%
SL
O
P
E
1
%
SL
O
P
E
1
%
SL
O
P
E
1
%
SL
O
P
E
1
%
SLO
P
E
1
%
SLO
P
E
1%
SL
O
P
E
1
%
EXISTING GARAGE 383 S.F.
TOTAL MAIN HOUSE 1178 S.F.
EXISTING GARAGE
NEW
BATHROOM
SIGNATURE
Jeffrey Jonsson
Architect Retired
949 412 3955
92662
Newport Beach, Ca
216 Pearl Ave
121823
(E) DRIVEWAY
TO REMAIN
REMOVE CONC.
DRIVEWAY AS
NOTED IN HATCH
PER DIMENSIONS
SITE LOCATION
PPL
PPL
PP
L
PP
L
626 Shelley St.
Santa Ana, CA 92703
NASSERI
RESIDENCE
Scale: 1/8" =1'-0"SITE PLAN
A-0 EXISTING FLOOR PLAN MAIN HOUSE
AD-1 ARCHITECTURAL DETAILS
Bldg #102122159
APPROVALS:
PLNG - C. Santana
BLDG - J. Lo
PUBLIC WORKS - B. Sarlak
HOLD - 626 S
Shelley St4/28/2025
PLAN
A-0
EXISTING
626 Shelley Rd.
Santa Ana, Ca
ADU
(E) BEDROOM 3
(E) BEDROOM 2
(E) BEDROOM 1
(E) DINING
(E) FAMILY ROOM
(E
)
H
A
L
L
(E) PORCH
KITCHEN
(E)
SHELLEY
SIGNATURE
Jeffrey Jonsson
Architect Retired
949 412 3955
92662
Newport Beach, Ca
216 Pearl Ave
121823
Scale: 1/4" =1'-0"
(E) ROOF O.H.
W
PANTRY
Scale: 1/4" =1'-0"EXISTING FLOOR PLAN
(E)
(E) GARAGE
D
LEGEND
(E) 7' HT WALL
8' CLG
8' CLG
8' CLG
8' CLG
8' CLG
8' CLG
8' CLG8' CLG
8' CLG
(E) LAUNDRY
(E) REC ROOM
HOLD - 626 S
Shelley St4/28/2025
PLAN
A-1
PROPOSED
626 Shelley Rd.
Santa Ana, Ca
GENERAL AND KEYED NOTES
LEGEND
WINDOW SCHEDULE
DOOR SCHEDULE
(E) BEDROOM 3
(E) BEDROOM 2(E) BEDROOM 1
(E) DINING
(E) FAMILY ROOM
(E
)
H
A
L
L
(E) PORCH
(N)BATH
KITCHEN(E)
SHELLEY
SIGNATURE
Jeffrey Jonsson
Architect Retired
949 412 3955
92662
Newport Beach, Ca
216 Pearl Ave
121823
Scale: 1/4" =1'-0"
(E) ROOF O.H.
PROPOSED FLOOR PLAN
(E) GARAGE
WD
(E) LAUNDRY
(E) REC ROOM
8' CLG
8' CLG
8' CLG
8' CLG
8' CLG
8' CLG
8' CLG8' CLG
8' CLG
HOLD - 626 S
Shelley St4/28/2025
A-2
PROPOSED
ELEVATIONS
Scale: 1/4" =1'-0"
SHELLEY
626 Shelley Rd.
Santa Ana, Ca
PLAN NOTES
SIGNATURE
Jeffrey Jonsson
Architect Retired
949 412 3955
92662
Newport Beach, Ca
216 Pearl Ave
121823
SOUTH ELEVATION
NORTH ELEVATION
EAST ELEVATION
WEST ELEVATION
SECTION A-A
PROPOSED SECTIONS & ELEVATIONS
SECTION
&
HOLD - 626 S
Shelley St4/28/2025
8 4
09
7
6
3
2
5
10
12
AD-1
DETAILS
14
15
SHOWER/TUB
SCREED
01
626 Shelley Rd.
Santa Ana, Ca
SHELLEY
SIGNATURE
Jeffrey Jonsson
Architect Retired
949 412 3955
92662
Newport Beach, Ca
216 Pearl Ave
121823
RECEPTOR LINING MUST EXTEND
3" (76.2MM) ABOVE TOP OF FINISHED
DAM AND OUTWARD ON FACE OF
ROUGH JAMB.
FUR OUT OR NOTCH STUDS
TO RECEIVE LINING.
KEEP LINING FLUSH WITH FACE
OF STUDS OR FURRING
MORTAR SETTING BED
WITH APPROVED ADDITIVE.
3"X3" (76.2X76.2 MM) 13
GAGE WELDED STEEL MESH
(OR APPROVED EQUAL) SET
APPROXIMATELY CENTER OF BED.
1O24 (0.66M2) MINIMUM
FLOOR AREA FINISH FLOOR
TO HAVE MINIMUM OF 1/4"
(20.8 MM/M) AND MAXIMUM
OF 1/2" (41.7 MM/M)
PITCH TO DRAIN PER FOOT.
RECEPTOR LINING MUST EXTEND 3"
ABOVE TOP OF FINISHED DAM AND
OUTWARD ON FACE OF ROUGH JAMB.
FLANGE OF
APPROVED
TYPE SUB DRAIN
SET
EXACTLY LEVEL
WITH SUB
FLOOR WITH
CLAMPING
RING OR OTHER
DEVICE TO
MAKE TIGHT
CONNECTION
WITH RECEPTOR
LINING.
RECEPTOR LINING 3 LAYERS OF 15 LB (6.8KG)
ASPHALT SATURATED ROOFING FELT EACH LAYER
THOROUGHLY MOPPED WITH HOT ASPHALT ALL
CORNERS THOROUGHLY WATER TIGHT BY LAPPING
AND FLASHING (OR) APPROVED EQUAL) AND
REINFORCED WITH 50LB (22.7KG) TEAR
STRENGTH WOVEN GLASS FIBER WEBBING HOT
MOPPED IN PLACE AND EXTENDING 4° (101.6MM)
IN ALL DIRECTIONS FROM EACH CORNER.
FINISH HEIGHT OF DAM TO BE AT LEAST
2" ABOVE HIGH POINT OF SHOWER FLOOR.
RECEPTOR LINING TURNED OVER DAM &
THOROUGHLY TACKED OUTSIDE. NO
PUNCTURE OR NAIL BELOW HEIGHT OF
DAM ON INTERIOR.
RECEPTOR LINING SHALL BE PITCHED
1/4" PER FOOT (20.8MM/M) TO WEEP
HOLES IN DRAIN.
NOTE: HOT MOPPED SHOWER PAN TO BE INSPECTED BY THE
ADMINISTRATIVE AUTHORITY UPON COMPLETION OF HOT MOPPING.
VENT FLASHING
SHOWER WALL COVERING TO BE 70" MIN.
ABOVE DRAIN
ROOF VENTING 16
HOLD - 626 S
Shelley St4/28/2025