HomeMy WebLinkAboutPlansG&L
DESIGN
CONSULTANTS
16327 Willowmist Ct.
Chino Hills, CA 91709
Tel: 909.851.6252
Email: GLDesignCo@aol.com
GENERAL NOTES
drawing are the property of
G&L DESIGN CONSULTANTS
and can not be used on any other
project or site, nor reproduced
PROPOSED ADDITION ON A NON -CONFORMING LOT
FOR
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GENERAL REQUIREMENTS
WOOD LUMBER SHEET METAL
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1. GENERAL CONTRACTOR AND SUB -CONTRACTORS TO VERIFY ALL
WORK, DIMENSIONS & DETAILS AND TO REPORT ANY
DISCREPANCIES TO THE OWNER OR DESIGNER BEFORE
ALL WOOD FRAME CONSTRUCTION SHALL CONFORM TO THE U.B.C. CHAP. 23. 1. LATH AND PLASTERING SHALL CONFORM TO LOCAL CODES.
GRADES - ALL LUMBER SHALL BE GRADE -MARKED AND SHALL CONFORM 2. INSTALL ONE 15 LB. FELT UNDER ALL EXTERIOR PLASTER.
WITH THE LATEST STANDARD GRADING AND DRESSING RULES OF THE 3. FURNISH AND INSTALL 22 GAGE METAL STUCCO SCREED AT SILLS.
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LALLA RESIDENCECOMMENCING
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ANY WORK.
WEST COAST LUMBER INSPECTION BUREAU. ALL PLYWOOD SHALL CONFORM
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SHEET TITLE:
SITE PLAN,
SHEET INDEX,
GEN. NOTES &
2. ALL WORK TO CONFORM WITH THE CITY OF ARCADIA BUILDING
TO PS -1-74 AND SHALL BEAR THE APS GRADE STAMP. PAINTING
1. ALL MUDSILLS AND ALL LUMBER IN CONTACT WITH CONCRETE AND
SUBMITTALS
4/23/18
PLANNING REVIEW
8/21/18
PLANNING CORRECTIONS
10/8/18
CODE AND ORDINANCES AND THE LATEST UNIFORM BUILDING CODE.
MASONRY OR WITHIN 6 OF GRADE SHALL BE FOUNDATION GRADE 1. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO
PLANNING CORRECTIONS
4/18/19
PLANNING CORRECTIONS
3. EACH SUB -CONTRACTOR SHALL UPON COMPLETION OF HIS
REDWOOD OR PRESSURE -TREATED DOUGLAS FIR. APPROVE THE CONDITION OF THE PLASTER TO ENSURE THAT IT IS
CHECKED: GD
DRAWN: LD
132 W FOREST ARCADIA
�91006
PORTION OF THE WORK REMOVE FROM THE PREMISES ALL
SURPLUS MATERIALS, EQUIPMENT, AND ALL DEBRIS, LEAVING
2, WOOD FRAMING SHALL BE DOUGLAS FIR -COAST REGION GRADE PROPERLY CURED AND READY TO PAINT.
STAMPED BY AN APPROVED AGENCY. 2. COLORS TO MATCH EXISTING OR AS SELECTED BY OWNER.
.
PREMISES BROOM CLEAN.
3. VERTICAL MEMBERS SHALL BE STANDARD GRADE MINIMUM. POST TO BE 3. ALL PAINT TO BE 'AMERITONE' OR 'SINCLAIR' LATEX OR APPROVED
4. ALL WORK IS TO BE PERFORMED BY FULLY -QUALIFIED PERSONNEL #1 GRADE. HORIZONTAL MEMBERS SHALL BE #2 MINIMUM. EQUAL, IN ORIGINAL CONTAINERS. ALL WALLS AND CEILINGS TO BE
AND IN THE BEST WORKMANLIKE MANNER KNOWN TO THE TRADE.
5. CONTRACTOR SHALL CONSULT REPRESENTATIVES OF LOCAL
4. ALL BLOCKING AND FURRING SHALL BE DOUGLAS FIR NO. 3 GRADE OR PRIMED AND FINISHED WITH TWO COATS.
BETTER 4. PROTECT ALL ADJACENT WORK AGAINST PAINT SPATTERING.
57'-7"
GOVERNMENT, GAS, LIGHT, POWER AND PHONE COMPANIES PRIOR
TO COMMENCING WORK OR CONNECTING FACILITIES.
5. ALL STRUCTURAL PLYWOOD SHEATHING FOR ROOF AND SHEAR WALLS 5. SEAL ALL SURFACES BEFORE PUTTYING NAIL HOLES.
SHALL BE C -D EXT. APA. ALL PLYWOOD SHALL BE INSTALLED WITH
FACE GRAIN PERPENDICULAR TO SUPPORTS. 6. ALUMINUM SASH AND FRAMES ARE NOT TO BE PAINTED.
3
CONCRETE
6. ALL STRUCTURAL PLYWOOD SHEATHING SHALL C -D INT. APA 7. REMOVE ANY PAINT SPOTS AND LEAVE JOB IN A CLEAN,
-
- _
22'-6" 39'-11" 40'-0"
17'-7»
1. CONCRETE SHALL BE MACHINE -MIXED 2500 PSI MIN. UNLESS
UNDERLAYMENT TYPE. ALL PLYWOOD SHALL BE INSTALLED WITH FACE ACCEPTABLE MANNER.
GRAIN PERPENDICULAR TO SUPPORTS.
- -
_
- -
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- 14'-4-
NOTED OTHERWISE.
7. FULL BEARING WALLS TO BE FULL -HEIGHT STUD WALLS. SHEAR WALL CARPENTRY
�= - 120.48'
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3
5
2. CONCRETE SLABS SHALL BE AS INDICATED ON PLANS, OVER 2"
LAYER OF CLEAN SHARP SAND AND 6 MIL POLYETHYLENE
MATERIALS TO RUN CONTINUOUS TO TOP PLATES.
g STUDS IN EXTERIOR WALLS AND BEARING PARTITIONS MAY BE CUT OR 1. WHERE DOUGLAS FIR IS CUT, USE 1-1/2" X Y8" METAL STRAP
NOTCHED NO MORE THAN ONE-FOURTH ITS WIDTH; AND STUDS FOR WITH 6-16d NAILS EACH SIDE OF CUT.
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UNDERLAYMENT UNLESS NOTED OTHERWISE.
NON-BEARING WALLS, NO MORE THAN FOUR -TENTHS ITS WIDTH. BORED 2. MAKE ALL NECESSARY PROVISIONS TO RECEIVE ELECTRIC POWER
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3. SLAB REINFORCING WHERE INDICATED SHALL BE 6X6X10/10
HOLES SHALL BE LIMITED TO 40% OF WIDTH IN ANY STUDS, LOCATED AT LINES, EQUIPMENT OR TELEPHONE COMPANY.
(E) STORAGE AREA TO
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WELDED WIRE MESH.
LEAST" FROM EDGE OF STUDS. 3. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING.
2 BE UPGRADED TO
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-
- -
-
4. SLABS SHALL BE KEPT DAMP FOR 8 DAYS MINIMUM.
5. ALL EXCAVATIONS SHALL BE FREE OF WATER AND DEBRIS PRIOR
HEATING AND VENTILATION 4. INSTALL BLOCKING AT TUB FOR ANCHORAGE.
5. PROVIDE MINIMUM 12"X12" ACCESS OPENING TO WASTE AND
CONFORM TO BUILDING
STANDARDS (SEE PLAN,
.
+'-'-
TO POURING CONCRETE.
1. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO VERIFY WATER CONNECTIONS TO BATHTUB.
ELEVATIONS, & DETAILS)
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6. FILL, PUDDLE, AND TAMP UNDER ALL SLABS.
AND APPROVE ALL HEATING INSTALLATIONS. 6. PACK INSULATION AROUND PIPES WHERE REQUIRED TO PREVENT
+ .
7. ALL DOWELS, ANCHOR BOLTS THROUGH CONCRETE SHALL BE
NOISE.
PLUMBING
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SLEEVED. VERIFY LOCATION WITH PLUMBER AND ELECTRICIAN.
7. BACKPRIME ALL WOOD DOORS AND WINDOW FRAMES PRIOR TO
1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PLUMBING PERMITS. INSTALLATION.
. ..
REINFORCING STEEL
2. WORK DONE IN THIS CONTRACT SHALL INCLUDE BUT NOT LIMITED TO: GAS
(N) ADDITION
PIPING, HOT AND COLD WATER SYSTEMS, PRESSURE REGULATORS, ADDITIONAL NOTES
10 ih
1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
DRAINAGE SYSTEM. FURNISH AND INSTALL PLUMBING FIXTURES AS SHOWN
(E) CARPORT TO BE I
3 -
BARS CONFORMING TO ASTM A615 GRADE 40.
ON PLAN. 1. ELECTRICAL, MECHANICAL, AND PLUMBING CONTRACTORS SHALL BE
CONVERTED TO SIDE E 1 -STORY SINGLE '`�
YARD PATIO ( )
'+"+`W'+'LL'y' '-`
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2. LAP BARS A MINIMUM OF 40 DIAMETER OR 24" WHICHEVER IS
RESPONSIBLE FOR PREPARING DRAWINGS AND OBTAINING ALL
ELECTRICAL
FAMILY RESIDENCE
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GREATER.
PERMITS AND LICENSES FOR THEIR RESPECTIVE TRADES.
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3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS. 2. THE LATEST CITY OF ARCADIA - DEPARTMENT OF BUILDING AND
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(N) 2 -CAR GARAGE
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4. ALL BARS SHALL BE CLEAN OF LOOSE FLANKY RUST, GREASE OR
OTHER MATERIALS LIKELY IMPAIR BOND.
2• THIS CONTRACTOR SHALL INSTALL WIRE FOR ALL ELECTRICAL FIXTURES AS SAFETY TYPE V SHEET IS AN INTEGRAL PART OF THIS DRAWING
SELECTED OR FURNISHED BY OWNER. DOCUMENTS AND CONSTRUCTION SHALL COMPLY WITH THE
3. SWITCHES SHALL BE LOCATED MINIMUM 48" ABOVE FLOOR. APPLICABLE REQUIREMENTS AS NOTED ON THESE SHEETS.
5. ALL BENDS SHALL BE MADEE COLD.
6. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY
4. CONVENIENCE OUTLETS SHALL BE LOCATED AT +12" ABOVE FLOOR, UNLESS 3. SEISMIC GAS SHUT-OFF VALVE IS TO BE INSTALLED ON EACH
N ADDITION
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.
PLACED BEFORE POURING CONCRETE.
NOTED OTHERWISE. FUEL GAS LINE FOR NEW BUILDINGS. FOR PERMIT INFORMATION,
.....
5. RELOCATION AND/OR INSTALLATION OF EXISTING AND NEW ELECTRICAL OUTLETS, CONTACT PLUMBING DIVISION AT
LIGHTS, ETC., SHALL CONFORM TO THE LATEST CODE REQUIREMENTS OF THE
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CITY OF LOS ANGELES OR GOVERNING AGENCY.
6. TWO SEPARATE 20 AMP CIRCUITS ARE REQUIRED FOR WASHER AND DRYER.
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7. RELOCATE ANY PANEL/SUBPANEL LOCATED IN THE MIDDLE OF A SHEAR WALL
PER 210.8 CEC.
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60_74'
120'-0" 120'-0"
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# 122
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(N)
MARATHON GRASS
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39'-11" 57'-7" Y
(N)
GROUND COVER FOREST AVE.
-
LINE OF CURB o b
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FOREST AVE.
(N)
SHRUBS
OF STREET
(N)
PYGMY PALM TREE
PROPOSED SITE PLAN
EXISTING FRONT SETBACKS
ADDRESS: # 118 W. FOREST = 24'-6"
AVERAGE FRONT SETBACKS ADDRESS: # 122 W. FOREST = 25'-6"
SCALE: 1" = 10'-0"
ADDRESS: # 132 W. FOREST = 25' (SUBJECT PROP.) EXISTING
(N)
SHADE TREE N
SCALE: 1" = 30'-0"
24'-6" + 25'-6" = 50'/ 2 = 25' REQ'D.
SITE PLAN KEYNOTES
VICINITY MAP
SCOPE OF WORK
PROJECT
DATA
PROJECT TEAM
SHEET INDEX
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(E) STREET CURB
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PROPOSED
REMODEL
ADDRESS: 132 W. FOREST AVE., ARCADIA,
CA 91006
OWNER:
POOJA J. LALLA
ARCHITECTURAL
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(E) CONCRETE TO REMAIN
1. ADDITION OF 938 SQ. FT. TO EXISTING 1287
SQ. FT
ASSESSOR PARCEL NO: 5770-030-001
ZONING: R1 LOW DENSITY RESIDENTIAL
132 W. FOREST AVE., ARCADIA, CA 91006
TEL: 909-766-0783
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OF
SINGLE FAMILY RESIDENCE ONE-STORY ON
NO. OF STORIES: ONE
A-0 SITE PLAN, SHEET INDEX, GEN. NOTES & PROJECT DATA
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PROVIDE (N) GRASS.
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RAISED FLOOR
TYPE OF CONSTRUCTION: VB
DESIGNER
G&L DESIGN CONSULTANTS
A-1 FIRST FLOOR PLAN & ROOF PLAN
A-2 BUILDING ELEVATIONS & SECTIONS
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(E) PUBLIC LANDSCAPE.
GRASS TO BE EXTENDED.
W. FOOTHILL BLVD. V)
2. ADDITION OF ATTACHED 2 -CAR GARAGE
LOT AREA: 8 020 S.F. PER ASSESSORS
LOT COVERAGE: 2,637 / 8,020 = 33%
OFFICE
PLAN
16327 WILLOWMIST CT. CHINO HILLS, CA 91709
TEL: 909-851-6252
A-3 EXISTING FLOOR PLAN & ELEVATIONS
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3. (N)
DRIVEWAY & APRON FOR (N) GARAGE
FLOOR AREA RATIO: 0.33
PREPARER:
EMAIL: GLDESIGNCO®AOL.COM
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(E) OAK TREE (SEE ARBORIST'S REPORT)
o W. FLORAL
V)
4. (N)
LANDSCAPE
FLOOR AREAS:
CONTACT: GASPAR DELA ROSA, JR.
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(N) COLORED CONCRETE PAVING WITH SAW CUTS
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5. (E)
UNPERMITTED STORAGE AREA TO BE CONVERTED
(E) BUILDING AREA
1287 SF
ENERGY T-24
PERFECT DESIGN
W. FOREST AVE.
TO
KITCHEN AND TO BE LEGALIZED BY UPGRADING
(E) UNPERMITTED STO. AREA TO
BE UPGRADED 277 S.F.
2416 W. VALLEY BLVD.
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(N) DECORATIVE PIER
TO
BUILDING AND ENERGY STANDARDS
(N) ADDITION
938 S.F.
ALHAMBRA, CA 91803
TEL: 626-289-8808
TOTAL 2502 S.F.
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NOT USED
270
6. (E)
DRIVEWAY & CARPORT TO BE FILLED IN
WITH
(N) GARAGE
392 S.F.
EMAIL: PERFECTAAA®AOL.COM
CONTACT: RAYMOND ZHONG
FwY
GREEN LANDSCAPE
2894 S.F.
O(N)
DRIVEWAY AND APRON PER CITY STANDARDS
N0. OF BEDROOMS
EXISTING 2
APPLICABLE CODES
STRUCTURAL
TBD
0
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(E) CARPORT COVER FOR (N) PATIO
NEW TOTAL 2
ENGINEER:
2016 CALIFORNIA RESIDENTIAL CODE
11
N 0 T U S
E D
SITE
PARKING: ENCLOSED 2 -CAR GARAGE WITH 2 ON-SITE PARKING SPACE
2016 CALIFORNIA BUILDING CODE
2016 CALIFORNIA PLUMBING CODE
12
(N) AC CONDENSER FOR
ADDITION
HARDSCAPE COMPUTATION: 1048 S.F.
2016 CALIFORNIA ELECTRICAL CODE
13
RELOCATED WATER METER LOCATION
NORTH
E. COLORADO BLVD
TOTAL FRONT YARD: 3600 S.F.
2016 CALIFORNIA MECHANICAL CODE
2016 CALIFORNIA ENERGY STANDARDS
ArN CO
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1048 / 3600 = 29% < 40% OK
2016 CALIFORNIA GREEN BUILDING CODE
14
DEMOLISH CONCRETE &
FILL IN WITH GRASS
"
ALL LOCAL ORDINANCES & REQUIREMENTS
15
(N) CONCRETE
Sao
LA COUNTY REGIONAL PLANNING DEV'T STANDARDS
G&L
DESIGN
CONSULTANTS
16327 Willowmist Ct.
Chino Hills, CA 91709
Tel: 909.851.6252
Email: GLDesignCo@aol.com
All designs, prints, specifications, and
contract documents including this
drawing are the property of
G&L DESIGN CONSULTANTS
and can not be used on any other
project or site, nor reproduced
without their written permission.
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SHEET TITLE:
SITE PLAN,
SHEET INDEX,
GEN. NOTES &
PROJECT
DATA
SUBMITTALS
4/23/18
PLANNING REVIEW
8/21/18
PLANNING CORRECTIONS
10/8/18
PLANNING CORRECTIONS
2/6/19
PLANNING CORRECTIONS
4/18/19
PLANNING CORRECTIONS
DATE: 4/23/18
CHECKED: GD
DRAWN: LD
JOB NO. 17-13
SHEET NO.
G&L
DESIGN
CONSULTANTS
16327 Willowmist Ct.
Chino Hills, CA 91709
Tel: 909.851.6252
Email: GLDesignCo@aol.com
All designs, prints, specifications, and
contract documents including this
drawing ore the property of
G&L DESIGN CONSULTANTS
and can not be used on any other
project or site, nor reproduced
without their written permission.
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SHEET TITLE:
FIRST
FLOOR
PLAN &
ROOF PLAN
SUBMITTALS
4/23/18
PLANNING REVIEW
8/21/18
PLANNING CORRECTIONS
10/8/18
PLANNING CORRECTIONS
2/6/19
PLANNING CORRECTIONS
4/18/19
PLANNING CORRECTIONS
DATE: 4/23/18
CHECKED: GD
DRAWN: LD
JOB NO. 17-13
SHEET NO.
FRONT ELEVATION
SCALE: 3/16 — 1'-0"
5 4 3 2 1
m enklTinm (FYIgflKl(_)
A B C OE F
3 REAR ELEVATION
SCALE: 3/16 — 1'-0"
H F E C B A
17
T.O. PLATE
15
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1ST FLR. LN.
9
1:1
(E) PINING
(E) FRAMING
5 CROSS SECTION
SCALE: 3/16 — 1'-0"
(E) LIVING
(N) AUUIIION
2 RIGHT SIDE ELEVATION
SCALE . 3/16 — 1'-0"
H OF OE C B A
1 2 9 13 10
r- - - - - - - - - - - - - - - - - I
T.O. PLATE
—�—�—
13
1S� T FLR• LN.
0
IN E
(E) CARPORT COVER
4 LEFT SIDE ELEVATION
SCALE: 3/16 — 1'-0"
6 LONGITUDINAL SECTION
SCALE: 3/16 — 1'-0"
BUILDING ELEVATION KEYNOTES
O1
(E) COMPOSITE BRICK ROOF TILES
O2
(N) COMPOSITE BRICK ROOF TILES TO MATCH EXISTING
O3
(N) STONE BRICK VENEER TO MATCH EXISTING BRICK
O4
(N) STUCCO FINISH (LIGHT DASH)
ONOT
USED
O2X4
WOOD TRIM SURROUND
O7
RECESSED WALL BEYOND (STUCCO FINISH)
O8
2X WOOD FASCIA (PAINTED)
O(E)
AC ON PLATFORM WITH WOOD SCREEN TO BE DEMOLISHED
10
(E) BRICK CHIMNEY
rE _
11
CARPORT ROOF/COVER TO REMAIN AND FUNCTION
AS PATIO COVER
12
(N) DECORATIVE PIER AT FOREGROUND
0
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(N) FINISH TO MATCH BUILDING NEW COLORS ON
N
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UPGRADED WALLS
-N 14
(N) FASCIA WITH (N) ROOFING & FRAMING
5
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UPGRADED STRUCTURAL & ENERGY ELEMENTS TO
CONFORM WITH CALIFORNIA STANDARDS
6
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4" POP—OUT WITH DECORATIVE WROUGHT IRON CROSS BARS
<17>
7
(N) ROOF FRAMING ON EXISTING ROOF (CALIFORNIA FRAMING)
18
(N) SECTIONAL GARAGE DOOR
G&L
DESIGN
CONSULTANTS
16327 Willowmist Ct.
Chino Hills, CA 91709
Tel: 909.851.6252
Email: GLDesignCo@aol.com
All designs, prints, specifications, and
contract documents including this
drawing are the property of
G&L DESIGN CONSULTANTS
and can not be used on any other
project or site, nor reproduced
without their written permission.
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SHEET TITLE:
BUILDING
ELEVATIONS
SUBMITTALS
4/23/18
PLANNING REVIEW
8/21/18
PLANNING CORRECTIONS
10/8/18
PLANNING CORRECTIONS
2/6/19
PLANNING CORRECTIONS
4/18/19
PLANNING CORRECTIONS
5/8/19
ELEVATION REVISION
DATE: 4/23/18
CHECKED: GD
DRAWN: LD
JOB NO. 17-13
SHEET NO.
A�2
G&L
DESIGN
CONSULTANTS
16327 Willowmist Ct.
Chino Hills, CA 91709
Tel: 909.851.6252
Email: GLDesignCo@aol.com
All designs, prints, specifications, and
contract documents including this
drawing are the property of
G&L DESIGN CONSULTANTS
and can not be used on any other
project or site, nor reproduced
without their written permission.
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SHEET TITLE:
EXISTING
FLOOR PLAN
ELEVATIONS
SUBMITTALS
8/21/18
PLANNING CORRECTIONS
2/6/19
PLANNING CORRECTIONS
4/18/19
PLANNING CORRECTIONS
DATE: 8/21/18
CHECKED: GD
DRAWN: LD
JOB NO. 17-13
SHEET NO.