HomeMy WebLinkAbout2018-02-07; Planning Commission; ; CDP 2017-0037 (DEV2017-0122) – WEST RESIDENCE
The City of Carlsbad Planning Division A REPORT TO THE PLANNING COMMISSION
Single Family Coastal Development Permit
Item No.
Application complete date: November 28, 2017
P.C. AGENDA OF: February 7, 2018 Project Planner: Greg Fisher
Project Engineer: David Rick
SUBJECT: CDP 2017-0037 (DEV2017-0122) – WEST RESIDENCE – Request for approval of a Coastal
Development Permit to allow for the addition of 2,160 square feet of habitable space with
670 square feet of decks and porches, and a 240 square foot garage addition to an existing
single-family residence within the Mello II Segment of the city’s Local Coastal Program
located at 4225 Clearview Drive within Local Facilities Management Zone 1. The project
site is not within the appealable area of the California Coastal Commission. The City
Planner has determined that the project belongs to a class of projects that the State
Secretary for Resources has found do not have a significant impact on the environment,
and it is therefore categorically exempt from the requirement for the preparation of
environmental documents pursuant to Section 15301(e), additions to an existing
structure, of the state CEQA Guidelines.
I. RECOMMENDATION
That the Planning Commission ADOPT Planning Commission Resolution No. 7287 APPROVING Coastal
Development Permit CDP 2017-0037 based upon the findings and subject to the conditions contained
therein.
II. PROJECT DESCRIPTION AND BACKGROUND
Project Site/Setting: The 0.47 acre (20,473 square feet) project site is located at 4225 Clearview Drive
between Macarthur Avenue and Hillside Drive as shown on the attached location map. The relatively flat
lot sits slightly below street grade and is developed with a one-story residence and attached two-car
garage. The neighborhood is characterized by one- and two-story single-family residences, with two-car
garages. The proposed project, an addition to a single-family residence, is a common occurrence in this
neighborhood. Table “A” below includes the General Plan designations, zoning and current land uses of
the project site and surrounding properties.
TABLE A
Location General Plan Designation Zoning Current Land Use
Site R-4-Residential R-1-15000 Single-family residence
North R-4-Residential R-1-15000 Single-family residence
South R-4-Residential R-1-15000 Single-family residence
East R-4-Residential R-1-15000 Single-family residence
West R-4-Residential R-1-15000 Single-family residence
Proposed Residential Construction: The project consists of an addition of 2,160 square feet of new
habitable space to the existing 1,750 square foot residence. After demolition/removal of 542 square feet
of existing habitable space, the residence with have a total of 3,368 square feet of habitable space. Other
2
CDP 2017-0037 (DEV2017-0122) – WEST RESIDENCE
February 7, 2018
Page 2
additions include 670 square feet of decks and porches and 240 square feet of new garage area. The
architectural style is coastal contemporary and exterior finishes include medium grey hardiplank, light
grey stucco and rock veneer siding. The roof consists of a decorative dark grey composition shingle
material.
Proposed Grading: Estimated grading quantities include 0 cubic yards (cy) of cut, and 0 cy of fill. A grading
permit will not be required for this project.
III. ANALYSIS
The project is subject to the following regulations and requirements:
A. R-4 Residential General Plan Land Use Designation;
B. One-Family Residential (R-1-15000) Zone (CMC Section 21.10);
C. Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC
Chapter 21.201) and Chapter 21.203 (Coastal Resource Protection Overlay Zone);
D. Inclusionary Housing Ordinance (CMC Chapter 21.85); and
E. Growth Management (CMC Chapter 21.90).
The recommendation for approval of this project was developed by analyzing the project’s consistency
with the applicable city regulations and policies. The project’s compliance with each of the above
regulations is discussed in detail in the sections below.
A. General Plan Land Use Designation
The project site has a General Plan Land Use designation of R-4 Residential, which allows for the
development of single-family residences at a density of 0-4 dwelling units per acre (du/ac) with a Growth
Management Control Point (GMCP) of 3.2 du/ac. The project site has a net area of 0.47 acres and at the
GMCP, one dwelling unit is allowed. Therefore, the project complies with the R-4 General Plan Land Use
Designation.
B. R-1 Residential Zone (CMC Section 21.10)
The project is required to comply with all applicable regulations and development standards of the
Carlsbad Municipal Code (CMC) including the One-Family Residential (R-1) zone. The proposed project
meets or exceeds all applicable requirements of the R-1-15000 zone (Shown in Table B below).
TABLE B – R-1-15,000 ZONE DEVELOPMENT STANDARDS
Standard Required/Allowed Proposed
Front Yard Setback 20’ 44’
Side Yard Setback 10’ 15’
Rear Yard Setback 20’ 48’
Max Building Height 30’ with >3:12 roof pitch 28’ 6”
Lot Coverage 40 percent maximum 13 percent
Parking Two-car garage (20’ X 20’) Three-car garage
CDP 2017-0037 (DEV2017-0122) – WEST RESIDENCE
February 7, 2018
Page 3
C. Conformance with the Coastal Development Regulations for the Mello II Segment of the Local
Coastal Program (CMC Chapter 21.201) and the Coastal Resource Protection Overlay Zone (CMC
Chapter 21.203)
The project site is located within the Mello II Segment of the Local Coastal Program (LCP) and is not within
the appeals jurisdiction. The site is also located within and subject to the Coastal Resource Protection
Overlay Zone. The project’s compliance with each of these programs and ordinances is discussed below:
1. Mello II Segment of the Certified Local Coastal Program and all applicable policies
The subject site has an LCP Land Use Plan designation of R-4 Residential, which allows for a density of 0-4
dwelling units per acre (du/ac) and 3.2 du/ac at the Growth Management Control Point (GMCP). The
project site has a net area of 0.47 acres and at the GMCP, one dwelling unit is allowed. Therefore, the
project is consistent with the R-4 LCP Land Use Plan designation.
The project consists of an addition of 2,160 square feet of new habitable space to the existing residence,
removal of 542 square feet of original habitable space, the addition of 670 square feet of decks and
porches, and a 240 square foot addition to the existing garage. The project is compatible with the
surrounding development of one- and two-story single-family residences. The additions, including a
second floor to the existing one-story residence, will not obstruct views of the coastline as seen from
public lands or the public right-of-way, or otherwise damage the visual beauty of the coastal zone. No
agricultural uses currently exist on the previously developed site, nor are there any sensitive resources
located on the developable portion of the site. The existing single-family residence is not located in an
area of known geologic instability or flood hazard. Since the site does not have frontage along the
coastline, no public opportunities for coastal shoreline access are available from the subject site.
Furthermore, the residentially designated site is not suited for water-oriented recreation activities.
2. Coastal Resource Protection Overlay Zone
The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC
Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the city’s Master Drainage Plan,
Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management
Program (JRMP) to avoid increased urban run-off, pollutants and soil erosion. The subject property does
not include steep slopes (equal to or greater than 25 percent gradient) or native vegetation.
D. Inclusionary Housing Ordinance (CMC Chapter 21.85)
Pursuant to CMC Section 21.85.030.D.1, a project may be exempt from the inclusionary housing
requirement if an existing residence is altered, improved, restored, repaired, expanded, or extended,
provided that the number of units is not increased. Since there will not be an increase in the number of
units on the property, the project is exempt from the inclusionary housing requirement.
E. Growth Management
The proposed project is located within Local Facilities Management Zone 1 in the northwest quadrant of
the city. No impacts are associated with the project as the project consists of a remodel and addition to
an existing residence and no new impacts will be generated.
CDP 2017-0037 (DEV2017-0122) – WEST RESIDENCE
February 7, 2018
Page 4
IV. ENVIRONMENTAL REVIEW
This project is exempt from CEQA per the exemptions listed below:
(1) Section 15301(e) of CEQA (Class 1) exempts additions to an existing structure.
A Notice of Exemption will be filed by the City Planner upon project approval.
ATTACHMENTS:
1. Planning Commission Resolution No. 7287
2. Location Map
3. Disclosure Statement
4. Reduced Exhibits
5. Exhibit(s) “A” – “I” dated February 7, 2018
SKYLINE RDSUNNYHILL DRCLEARVIEW DRHILLSIDE DR
MAC ARTHU
R
A
V
CDP 2017-0037
West Residence
SITE MAP
SITE
E
L
C
AMINO
RE
A
LLA COSTA AV
A L G A R DCARLSBAD
B
L
ATTACHMENT 2
PLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
N86° 56' 20"W
141.42 FT
N09° 13' 11"E138.80 FTN86° 56' 19"W
156.31 FT N03° 03' 41"E138.00 FTSMHPPWM207-085-08-00
207-085-09-00
207-085-07-00
207-085-02-00
207-085-03-00
SHED EXISTING LANDSCAPEEXISTING
CONCRETE
DRIVEWAYEXISTING
HOUSE
GARAGE
SHED
(TO BE REMOVED)
FENCE
FENCE
FENCE14.00'SIDE SETBACK14.00'SIDE SETBACK20.00'FRONT SETBACK 30.00'
20.00'FRONT SETBACK
30.00'
SD-5
SD-5
SD-5
W E
S
N
EXISTING
DECK
224 ft224 ft224 ft2
2
4
f
t226 ft226 f
t
226 ft228 ft228 ft228
f
t
230 ft230 ft230 f
t
2
3
0
f
t 232 ft232 ft232 ft232 ft234 ft234 f
t234 ft234 ft236 ft236 ft236
f
t
236 ft236
f
t 238 ft238 ft238 ft2
3
8
f
t
2
3
8
f
t 240 ft240 ft240 ft28.00'REAR SETBACK
40.00'
EXISTING SITE PLAN
PARCEL #:207-085-08-00
4225 CLEARVIEW DR, CARLSBAD, CA 92008
AREA:20,500.00 sqft (0.47 acres)
VICINITY MAP
0
SCALE=1":10'
10 20 40 50 ft5
0 1"2"4"5"12"14"
30
3"
WEST RESIDENCE
1"=10'SCALE:
09-28-17DATE:
OWNERS NAME:
MIKE WEST
OWNER BUILDER
CONTRACTOR:DRAWN BY:
APN:207-085-08
OWNERS PHONE:
760 518-6571
(760) 724-4159
DRAWING NUMBER
SP1 OF 26
EXISTING LIVING AREA
REMOVED= 542.33'
NEW HOUSE AREA=2160.25'
NEW DECK/PORCHES=240.00'
NEW GARAGE=240.00'
EXISTING GARAGE=400.00'
EXISTING REMAINING HOUSE=1208.17'
EXISTING PORCHES & DECKS=158.92
ADT= 10 (NO NET INCREASE)
WATER DEMAND= NO NET INCREASE
SCOPE OF WORK:
REMODEL EXISTING HOUSE
REMOVE 542.33 SQ.FT. BUILD NEW
ADDITION OF 2160.25 WITH 670.0 SQ.FT.
OF DECKS AND PORCHES AND A 240.00 SQ.FT.
GARAGE ADDITION AND ALL THE WORK
ASSOCIATED WITH ACCOMPLISHING THESE ASKS.
CUT:
FILL:
IMPORT:
EXPORT:
REMEDIAL:
CY
EARTHWORK QUANTITIES
CY
CY
CY
6
6
0
0
NO SOILS REPORT AVAILABLE
NEW GARAGE = 240 SF
NEW ADDITION - CRAWL SPACE
OWNER: MIKE WEST
PHONE# 760-518-6571
ADDRESS & SITE ADDRESS:
4225 CLEARVIEW DR CARLBARD, CA 92008
APN: 207-085-08
SITE PLAN DRAWN BY:
RON'S HOUSE PLANS
RON LINVILLE
760) 724-4159
TOPOGRAPHIC MAPPING BY:
CIREMELE SURVEYING
CHRISTOPHER D CIREMELE
LICENSED CALIFORNIA SURVEYOR #5267
PLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
N86° 56' 20"W
141.42 FT
N09° 13' 11"E138.80 FTN86° 56' 19"W
156.31 FT N03° 03' 41"E138.00 FTSMHPPWM207-085-08-00
207-085-09-00
207-085-07-00
207-085-02-00
207-085-03-00
SHED EXISTING LANDSCAPEEXISTING
CONCRETE
DRIVEWAYEXISTING
HOUSE
GARAGE
SHED
(TO BE REMOVED)
FENCE
FENCE
FENCE14.00'SIDE SETBACK14.00'SIDE SETBACK20.00'FRONT SETBACK 30.00'
20.00'FRONT SETBACK
30.00'
SD-5
SD-5
SD-5
NEW
ADDITION
NEW
GARAGE
NEW
ADDITION
W E
S
N
NEW
DECK
EXISTING
DECK
224 ft224 ft224 ft2
2
4
f
t226 ft226 f
t
226 ft228 ft228 ft228
f
t
230 ft230 ft230 f
t
2
3
0
f
t 232 ft232 ft232 ft232 ft234 ft234 f
t234 ft234 ft236 ft236 ft236
f
t
236 ft236
f
t 238 ft238 ft238 ft2
3
8
f
t
2
3
8
f
t 240 ft240 ft240 ft28.00'REAR SETBACK
40.00'
PROPOSED SITE PLAN
PARCEL #:207-085-08-00
4225 CLEARVIEW DR, CARLSBAD, CA 92008
AREA:20,500.00 sqft (0.47 acres)
VICINITY MAP
0
SCALE=1":10'
10 20 40 50 ft5
0 1"2"4"5"12"14"
30
3"
EXISTING LIVING AREA
REMOVED= 542.33'
NEW HOUSE AREA=2160.25'
NEW DECK/PORCHES=240.00'
NEW GARAGE=240.00'
EXISTING GARAGE=400.00'
EXISTING REMAINING HOUSE=1208.17'
EXISTING PORCHES & DECKS=158.92
ADT= 10 (NO NET INCREASE)
WATER DEMAND= NO NET INCREASE
SCOPE OF WORK:
REMODEL EXISTING HOUSE
REMOVE 542.33 SQ.FT. BUILD NEW
ADDITION OF 2160.25 WITH 670.0 SQ.FT.
OF DECKS AND PORCHES AND A 240.00 SQ.FT.
GARAGE ADDITION AND ALL THE WORK
ASSOCIATED WITH ACCOMPLISHING THESE ASKS.
CUT:
FILL:
IMPORT:
EXPORT:
REMEDIAL:
CY
EARTHWORK QUANTITIES
CY
CY
CY
6
6
0
0
NO SOILS REPORT AVAILABLE
NEW GARAGE = 240 SF
NEW ADDITION - CRAWL SPACE
OWNER: MIKE WEST
PHONE# 760-518-6571
ADDRESS & SITE ADDRESS:
4225 CLEARVIEW DR CARLBARD, CA 92008
APN: 207-085-08
WEST RESIDENCE
1"=10'SCALE:
09-28-17DATE:
OWNERS NAME:
MIKE WEST
OWNER BUILDER
CONTRACTOR:DRAWN BY:
APN:207-085-08
OWNERS PHONE:
760 518-6571
(760) 724-4159
DRAWING NUMBER
SP2 OF 26
SITE PLAN DRAWN BY:
RON'S HOUSE PLANS
RON LINVILLE
760) 724-4159
TOPOGRAPHIC MAPPING BY:
CIREMELE SURVEYING
CHRISTOPHER D CIREMELE
LICENSED CALIFORNIA SURVEYOR #5267
SAN MARCOS, CALIFORNIA 920692121 MONTIEL ROADOF
SHEET NO.FAX: (760) 480-7477PHONE: (760) 839-7302REVISIONJOB NO.:DATE:SCALE:DESCRIPTION:NO.175813-59-6-2017NOTEDDATECARLSBAD, CA 920084225 CLEARVIEW DRIVEWEST RESIDENCENo. 65122
Exp. 09/30/2017 APN #: 207-085-08BMP PLANFeet
0 10 20
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
1 5A
1/4"=1'0"RTL
FRONT VIEW
SCALE 1/4"=1'0"
10-31-16
(760) 518-6571MIIKE WEST
#2778
8'
14'10"
14'
18'6"
28'6"
7'
8'
6'8"
GENERAL NOTES
1. DIMENSIONS DERIVED FROM PREVIOUS PLANS PROVIDED BY THE OWNER.
2. FIELD VERIFY DIMENSIONS PRIOR TO ENGINEERING, CONSTRUCTION &
SUBMITTING FOR PERMITS.
3. BUILDING PERMIT SUBMITTAL & APPROVAL REQUIRED PRIOR TO ANY
MODIFICATION OR CONSTRUCTION WHICH IS REQUIRED TO MEET CURRENT
BUILDING CODES & REGULATIONS IN THE ZONED AREA OF SUBJECT PROPERTY
NEWEXISTING NEW EXISTING NEWEXISTING
+OR-
OHAGIN ROOF VENTS 95 SQ. IN.
EACH= .65 SQ. FT. ICC#9650A =
OHAGIN ROOF VENTS 95 SQ. IN.
EACH= .65 SQ. FT. ICC#9650A =
DECORATION
LIKE VENT
SCOPE OF WORK:
REMODEL EXISTING HOUSE
REMOVE 542.33 SQ.FT. BUILD NEW ADDITION OF
2160.25 WITH 670.0 SQ.FT. OF DECKS AND PORCHES
AND A 240 SQ.FT. GARAGE ADDITION AND ALL
THE WORK ASSOCIATED WITH
ACCOMPLISHING THESE TASKS
THIS PROJECT WILL COMPLY WITH THE
COUNTY OF SAN DIEGO LIGHTING ORDINANCE OWNER :
MIKE WEST
PHONE # :
(760) 518-6571
ADDRESS & SITE ADDRESS :
4225 CLEARVIEW DR.
CARLSBAD, CA 92008
THIS PROJECT WILL COMPLY WITH THE FOLLOWING BUILDING CODES
AND ASSOCIATED CITY AMENDMENTS:
2016 CALIFORNIA RESIDENTIAL CODE AND OR 2016 CALIFORNIA
BUILDING CODE AS APPLICABLE
2016 CALIFORNIA GREEN BUILDING STANDARDS CODE
2016 CALIFORNIA ELECTRICAL CODE
2016 CALIFORNIA PLUMBING CODE
2016 CALIFORNIA FIRE CODE
2016 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
EXISTING LIVING AREA
REMOVED =_________542.33'____________
NEW HOUSE AREA
LIVING AREA=_________2160.25'____________
NEW DECKS PORCHES =____670.0'_________
NEW GARAGE=_____240.0'____________
EXISTING GARAGE=_____400.0'____________
EXISTING REMAINING HOUSE =_____1208.17'____________
EXISTING PORCHES & DECKS=_____158.92'____________
_________________________
* PLANS BY RON LINVILLE
804 PIER VIEW WY SUITE 207
OCEANSIDE, CA. 92054
*ALL WORK SHALL COMPLY WITH ALL CURRENT CODES AS
ADAPOTED BY THE COUNTY AND STATE
OCCUPANCY= FOR HOUSE R-3, FOR THE GARAGE U
TYPE OF CONSTRUCTION= V-B
#2652-2778
MED. GREY
HARDIPLANK
TO BE INSTALLED
AS PER MANUFACTURES
SPECIFICATIONS
TWO LAYERS OF GRADE D PAPER SHALL
BE APPLIED OVER ALL WOOD BASE
SHEATHING.
MED. GREY
HARDIPLANK
TO BE INSTALLED
AS PER MANUFACTURES
SPECIFICATIONS
TWO LAYERS OF GRADE D PAPER SHALL
BE APPLIED OVER ALL WOOD BASE
SHEATHING.
WHITE FASCIA
LT. GREY
7/8" STUCCO WITH METAL LATH OVER 15# FELT MIN.
AS PER WITH A DRIP SCREED 2" BELOW
THE MUD SILL AND A MINIMUM OF 8 INCHES
ABOVE GRADE AND 2" ABOVE PAVEMENT
SEE OWNER FOR TYPE AND COLOR, TEXTURE, ECT.
GRADE D PAPER SHALL BE USED UNDER ALL EXTERIOR
WALL COVERINGS AND TWO LAYERS OF GRADE D
PAPER SHALL BE APPLIED OVER ALL WOOD
BASE SHEATHING.
WHITE TRIM WHITE TRIM
WHITE DOORS
WHITE DOORS
HARDIPLANK
TO BE INSTALLED
AS PER MANUFACTURES
SPECIFICATIONS
TWO LAYERS OF GRADE D PAPER SHALL
BE APPLIED OVER ALL WOOD BASE
SHEATHING.
MED. GREY
30'
30' MAX HEIGHT
EXISTING AND
FINISHED GRADE
ROOFING SHALL HAVE A MINIMUM CLASS "A" RATING
ROOF COVERING:
ELK PREMIUM ROOFING
FIBERGLASS SHINGLES
OVER 1LAYER 15# FELT
ICBO #ESR-1475
INSTALLED AS PER MANUFACTURES
SPECIFICATIONS
TIMBERLINE COOL SERIES - BARKWOOD
INITIAL SOLARREFLECTANCE = 0.27
THERMAL EMITTANCE = 0.92
SOLAR REFLECTANCE INDEX (SRI) = 29
LEED® CREDITS =YES
CRRC # 0676-0041
DARK GREY
ROOF VENTS TO MATCH ROOF COLOR
BROWN TONES
ELDRADO STONE I.C.C. ERS #1215
INSTALLED AS PER MANUFACTURES
SPECIFICATIONS
ROCK VENEER:
ROOFING SHALL HAVE A MINIMUM CLASS "A" RATING
ROOF COVERING:
ELK PREMIUM ROOFING
FIBERGLASS SHINGLES
OVER 1LAYER 15# FELT
ICBO #ESR-1475
INSTALLED AS PER MANUFACTURES
SPECIFICATIONS
TIMBERLINE COOL SERIES - BARKWOOD
INITIAL SOLARREFLECTANCE = 0.27
THERMAL EMITTANCE = 0.92
SOLAR REFLECTANCE INDEX (SRI) = 29
LEED® CREDITS =YES
CRRC # 0676-0041
DARK GREY
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
2 5A
1/4"=1'0"
10-31-16
(760) 518-6571MIIKE WEST
RTL
#2778
GENERAL NOTES
1. DIMENSIONS DERIVED FROM PREVIOUS PLANS PROVIDED BY THE OWNER.
2. FIELD VERIFY DIMENSIONS PRIOR TO ENGINEERING, CONSTRUCTION &
SUBMITTING FOR PERMITS.
3. BUILDING PERMIT SUBMITTAL & APPROVAL REQUIRED PRIOR TO ANY
MODIFICATION OR CONSTRUCTION WHICH IS REQUIRED TO MEET CURRENT
BUILDING CODES & REGULATIONS IN THE ZONED AREA OF SUBJECT PROPERTY
8'
14'10"
14'
18'6"
28'6"
6'8"
8'
6'8"
8'
ADJUST OVERHANG
AS NEEDED THIS AREA
2'2"
NEW EXISTING
NEWEXISTINGNEW
+OR-
10'10'3/4"
EXISTING
6'8"
8'
NEW
9'9'3/4"
28'6"
+OR-
EXISTINGNEW
EXISTING DECK
NEW DECK
8'
14'
6'8"
8'
2'2"
NEW
9'9'3/4"
10'10'3/4"
28'6"
+OR-
NEW
REAR VIEW
SCALE 1/4"=1'0"
RIGHT SIDE
SCALE 1/4"=1'0"LEFT SIDE
SCALE 1/4"=1'0"
ELEVATION PLAN LEGEND
STUCCO [ SEE OWNER FOR
COLOR & TEXTURE ]
SIDING [ SEE OWNER FOR
COLOR & TEXTURE ]
OR
OR
OR
OR
SHADED AREA
BRICK OR ROCK
VENEER
ROOF COVERING
SEE PLAN
TILE [ SEE OWNER
FOR COLOR]
SHUTTERS
SEE OWNER
WINDOWS SEE
PLAN
LT. GREY
7/8" STUCCO WITH METAL LATH OVER 15# FELT MIN.
AS PER WITH A DRIP SCREED 2" BELOW
THE MUD SILL AND A MINIMUM OF 8 INCHES
ABOVE GRADE AND 2" ABOVE PAVEMENT
SEE OWNER FOR TYPE AND COLOR, TEXTURE, ECT.
GRADE D PAPER SHALL BE USED UNDER ALL EXTERIOR
WALL COVERINGS AND TWO LAYERS OF GRADE D
PAPER SHALL BE APPLIED OVER ALL WOOD
BASE SHEATHING.
SKYLIGHTS SHALL BE TEMPERED GLASS.
ATTIC VENTILATION SHALL NOT BE PERMITTED IN SOFFITS, RAKES,
OR EAVE OVERHANGS.
GUTTERS AND DOWN SPOUTS SHALL BE CONSTRUCTED ON NON-COMBUSTIBLE
MATERIAL, AND DESIGNED TO REDUCE ACCUMULATION OF LEAF LITTER AND
DEBRIS. DETAIL THE PROPOSED GUTTERS AND DOWN SPOUTS.
[ NO GUTTERS AND DOWN SPOUTS USED. IF GUTTERS USED
THE GUTTER COMPANY TO PROVIDE DETAILS. ]
EXTERIOR DOORS SHALL BE APPROVED IGNITION RESISTANT CONSTRUCTION,
SOLID-CORE WOOD NOT LESS THAN 1-3/4" THICK, OR HAVE A FIRE
PROTECTION RATING OF NOT LESS THAN 20 MINUTES.
PROJECTIONS SUCH AS DECKS, CARPORTS, BALCONIES, PATIO COVERS, ETC.
SHALL BE OF NON- COMBUSTIBLE CONSTRUCTION, FIRE-RETARDANT
TREATED WOOD, HEAVY TIMBER CONSTRUCTION, OR ONE-HOUR
FIRE-RESISTIVE CONSTRUCTION.
THE FIRST FIVE FEET OF FENCES AND OTHER ITEMS ATTACHED TO A
STRUCTURE SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL
OR MEET THE SAME FIRE-RESISTIVE STANDARDS AS THE EXTERIOR
WALLS OF THE STRUCTURE. GARAGE DOORS TO BE METAL.
ROOF COVERINGS WHERE THE PROFILE ALLOWS A SPACE
BETWEEN THE ROOF COVERING AND ROOF DECKING. THE SPACE
AT EAVE ENDS SHALL BE FIRE STOPPED TO PRECLUDE
ENTRY OF FLAMES OR EMBERS. [ USE NON-COMBUSTIBLE BIRD
STOP FOR CURVED TILE ] OTHERWISE CONSTRUCTED TO
PREVENT INTRUSION OF FLAMES AND EMBERS.
EXTERIOR WALL SURFACES MUST BE NON-COMBUSTIBLE [ STUCCO,
MASONRY, CEMENT FIBER BOARD, ETC. ]. PLYWOOD OR 3/4" DROP
SIDING MAY BE USED WITH AN UNDERLAY OF 1/2 INCH FIRE
RATED GYPSUM BOARD. UNDER FLOOR AREAS SHALL BE ENCLOSED
TO THE GROUND WITH THE SAME EXTERIOR WALL CONSTRUCTION
COMBUSTIBLE EAVES, SOFFITS . FASCIA'S SHALL
BE CONSTRUCTED AS REQUIRED IN GUIDANCE DOCUMENT DPLU#198
[ STUCCO ALL EAVES]
ALL VENTS [ ROOF, FOUNDATION, COMBUSTION AIR, ETC. ] MUST BE LOUVERED
AND COVERED WITH 1/8" NON-COMBUSTIBLE, CORROSION-RESISTANT
METAL MESH. TURBINE VENTS SHALL TURN IN ONE DIRECTION ONLY.
PAPER FACED INSULATION IS NOT PERMITTED IN ATTICS OR
OTHER VENTILATED SPACES.
EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS. AND GLAZED
OPENING WITHIN DOORS SHALL BE DUAL-GLAZED UNITS WITH A MINIMUM
OF ONE TEMPERED PANE, OR SHALL BE GLASS BLOCK UNITS OR, SHALL
HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES.
GLAZING FRAMES MADE OF VINYL SHALL HAVE WELDED CORNERS AND
METAL REINFORCEMENT IN THE INTERLOCK AREA. PROVIDE NOTE ON
ELEVATION SHEET AND WINDOW SCHEDULE. SPECIFY FRAME MATERIAL
AND AN APPROVED MANUFACTURE OR PROVIDE MANUFACTURES INFO
DOCUMENTING COMPLIANCE.
OHAGIN ROOF VENTS 95 SQ. IN.
EACH= .65 SQ. FT. ICC#9650A =
Note on the plans: "Attic ventilation openings shall be covered with
corrosion-resistant metal mesh with 1/16” minimum to .” maximum openings.
Section R806.1.
ALL VENTS CAN BE SUBSTITUTED WITH A DIFFERENT
STYLE OF VENT WITH THE SAME VENTING AREA
ALL ATTIC VENTILATION OPENING SHALL BE COVERED
WITH CORROSION-RESISTANT METAL MESH WITH MESH
OPENING OF 1/16 INCH IN EACH DIMENSION
TOTAL REQUIRED=
TOTAL PROVIDED =
NEW ROOF VENTS:
VENTS PROVIDED
VENTS REQUIRED
NEW HOUSE AREA ÷ 150=
QUNT. TYPE AREA
NEW GARAGE AREA ÷ 150=
14"X12"VENT[.94'EA.]=
14-1/2"X24" VENTS [2.13'] =
14-1/2"X30" VENTS [3.02'] =
14 "X36" VENTS (3.2') =
OHAGIN ROOF VENTS 95 SQ. IN.
EACH= .65 SQ. FT. ICC#9650A =
ONLY NEW VENTS SHOWN. ANY VENTS
REMOVED MUST BE REPLACED BY
NEW VENTS OF EQUAL OR GRATER SIZE
240 '1.6'
1411.5'9.41'
11.01'
20 13.0'
OHAGIN ROOF VENTS 95 SQ. IN.
EACH= .65 SQ. FT. ICC#9650A =
13.0'
5 :12 PITCH
3 :12 PITCH
3 :12 PITCH5 :12 PITCH
4X6 R.R. @24" O.C.
W/ 2X6 T&G
ON TOP @ PORCH
4X6 R.R. @24" O.C.
W/ 2X6 T&G
ON TOP @ PORCH
LT. GREY
7/8" STUCCO WITH METAL LATH OVER 15# FELT MIN.
AS PER WITH A DRIP SCREED 2" BELOW
THE MUD SILL AND A MINIMUM OF 8 INCHES
ABOVE GRADE AND 2" ABOVE PAVEMENT
SEE OWNER FOR TYPE AND COLOR, TEXTURE, ECT.
GRADE D PAPER SHALL BE USED UNDER ALL EXTERIOR
WALL COVERINGS AND TWO LAYERS OF GRADE D
PAPER SHALL BE APPLIED OVER ALL WOOD
BASE SHEATHING.
WHITE TRIM
WHITE DECK
WHITE DECKWHITE DOOR
WHITE FASCIA
WHITE FASCIA
WHITE DECK
WHITE FASCIA
WHITE FASCIA
WHITE TRIM
WHITE FASCIA
WHITE DECK
WHITE DECKWHITE DECK
WHITE DOOR30' MAX HEIGHT
30'
30'
30' MAX HEIGHT
30'
30' MAX HEIGHT
EXISTING AND
FINISHED GRADE
EXISTING AND
FINISHED GRADE
EXISTING AND
FINISHED GRADE
ROOFING SHALL HAVE A MINIMUM CLASS "A" RATING
ROOF COVERING:
ELK PREMIUM ROOFING
FIBERGLASS SHINGLES
OVER 1LAYER 15# FELT
ICBO #ESR-1475
INSTALLED AS PER MANUFACTURES
SPECIFICATIONS
TIMBERLINE COOL SERIES - BARKWOOD
INITIAL SOLARREFLECTANCE = 0.27
THERMAL EMITTANCE = 0.92
SOLAR REFLECTANCE INDEX (SRI) = 29
LEED® CREDITS =YES
CRRC # 0676-0041
DARK GREY
5 :12 PITCH
5 :12 PITCH
5 :12 PITCH
3 :12 PITCH
5 :12 PITCH
ROOF VENTS TO MATCH ROOF COLORROOF VENTS TO MATCH ROOF COLOR
ROOF VENTS TO MATCH ROOF COLOR
BROWN TONES
ELDRADO STONE I.C.C. ERS #1215
INSTALLED AS PER MANUFACTURES
SPECIFICATIONS
ROCK VENEER:
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
2A
1/4"=1'0"
10-31-16
(760) 518-6571MIIKE WEST
RTL
EXISTING
DECK DN
18"
UP 18 RISERS
UP 4 RISERS
DN 1 RISER
REMOVE KITCHEN AND NON
BEARING WALLS
DN 4 RISERS
REMOVE DOOR
DN
18"
#2778
NEW WALL
NEW WALL
6"
WALL
6"
WALL
5A
DN 18 RISERS
NEW
DECK
BASE CAB
OVER ANGLED FLOOR
ROOF PLAN
SCALE 1/4" =1'0"
PITCH
12
5
ENG. TRUSSES @ 24" O.C.
FAU IN ATTIC
ATTICACCESS22"X36"ENG. TRUSSES @ 24" O.C.
SLOPE DECK
1/4" TO 12"
DECK COVERING:
DECK TREX® PER MANUF. SPECS.
ICC# ESR-1190
ROOF NOTES:
ROOF PITCH 5:12 TYPICAL
NO ROOF TOP MECHANICAL EQUIPMENT
NO ROOF TOP STAIRWAYS
NO ROOF TOP APPURTENANCES ( NO ROOF TOP EQUIPMENT
RIDGE
RIDGE
RIDGE
RIDGE
RIDGE
RIDGE
RIDGE
VALLEY
VALLEY
VALLEY
VALLEY
VALLEY
VALLEY
VALLEY
VALLEY
VALLEY
SLOPESLOPE
SLOPE
SLOPESLOPE
SLOPESLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPESLOPE
542.33 ft2
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
3
1/4"=1'0"
10-31-16
(760) 518-6571MIIKE WEST
RTL
41'10"
2'6"
13'2"
14'9"
3'11'9"
3'
6'8"
21'5"
16'1"
5'9"
5'2"
14'9"
2 6
2 0
21'6"24'7"20'
22'
80'10"
3 0
EXISTING
8'0"X5'0"
EXISTING
5'0"X4'0"
EXISTING
6'0"X4'0"
EXISTING
5'0"X3'0"
EXISTING
2'6"X3'6"
SH
EXISTING
5'0"X3'0"
EXISTING
2'0"X2'0"
EXISTING
10'0"X6'8"
3'
EXISTING
MASTER SUITE
EXISTING
BEDROOM#2
EXISTING
LIVING ROOM EXISTING
GARAGE
EXISTING
ENTRY
28
3'7"
16'5"
WINDOW, SLIDING, GLASS DOOR
OR MIRROR DOOR
NEW FULL HEIGHT WALLS
EXISTING FULL HEIGHT WALLS
SHELF AND POLE
HANDRAIL OR
PARTIAL WALL
HEADER OR
WALL OPENINGS
RETAINING WALLS
FLOOR PLAN LEGEND
EXISTING FLOOR PLAN
SCALE 1/4" = 1'0"
440.00 ft 2
8.92 ft 2
8'3"+OR- CEILING
VAULTED CEILING
VAULTED CEILING
1750.50 ft 2
14'10"24'7"20'
80'10"
26
5'0"X2'6"
TUB &
SHOWER
2'6"
4'1"
13'5"
11'6"10'
EXISTING
5'0"X4'0"
FAU
10'6"
5'5'0"X2'6"TUB &SHOWER20
2 6
EXISTING
2'0"X1'0"
10'8"
BR#3/DEN
VAULTED CEILING
VAULTED CEILING
VAULTED CEILING
EXISTING
5'0"X3'6"
DW
REFG.RANGEEXISTING
FAMILY ROOM
EXISTING
KITCHEN VAULTED CEILING
VAULTED CEILINGWASHERDRYER26
TANKLESS
WATER HEATER
ABOVE
3'7"
5'
26
LINEN
9'4"
20'
3'0"
OPENING
4'8"
3'4"
WH
EXISTING
2'6"X3'6"
SH
3 0
10'
15'
EXISTING
DECK
DN
18"
26
EXISTING HOUSE
LIVING AREA=_____________________
EXISTING PORCHES =_____________
EXISTING GARAGE=_________________
2'2'
DN
18"
25'9"
16'1"
25'9"
#2778
53'10"53'10"
GENERAL NOTES
1. DIMENSIONS DERIVED FROM PREVIOUS PLANS PROVIDED BY THE OWNER.
2. FIELD VERIFY DIMENSIONS PRIOR TO ENGINEERING, CONSTRUCTION &
SUBMITTING FOR PERMITS.
3. BUILDING PERMIT SUBMITTAL & APPROVAL REQUIRED PRIOR TO ANY
MODIFICATION OR CONSTRUCTION WHICH IS REQUIRED TO MEET CURRENT
BUILDING CODES & REGULATIONS IN THE ZONED AREA OF SUBJECT PROPERTY
AREA TO BE REMOVED
LESS REMOVED AREA
ADJUSTED EXISTING HOUSE AREA
1208.17'=
5A
EXISTING HOUSE
LIVING AREA=_____________________
EXISTING DECK & PORCHES =_____________
EXISTING GARAGE=_________________
NEW GARAGE=_________________
NEW 1ST FLOOR AREA_______________
NEW PORCHES___________________
NEW DECK_____________________
1296.50 ft2
35.00 ft2
1750.50 ft 2
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
4
1/4"=1'0"
10-31-16
(760) 518-6571MIIKE WEST
RTL
41'10"
2'6"
13'2"
14'9"
3'11'9"
3'
6'8"
21'5"
16'1"
5'2"
14'9"
2 6
2 0
21'6"24'7"20'
80'10"
NEW
8'0"X5'0"
NEW
5'0"X4'0"
SL
EXISTING
2'6"X3'6"
SH
EXISTING
5'0"X3'0"
EXISTING
2'0"X2'0"
EXISTING
MASTER SUITE
EXISTING
GARAGE
3'7"
16'5"
WINDOW, SLIDING, GLASS DOOR
OR MIRROR DOOR
NEW FULL HEIGHT WALLS
EXISTING FULL HEIGHT WALLS
SHELF AND POLE
HANDRAIL OR
PARTIAL WALL
HEADER OR
WALL OPENINGS
RETAINING WALLS
FLOOR PLAN LEGEND
400.00 ft 2
8.92 ft 2
8'3"+OR- CEILING
14'10"24'7"20'
80'10"
26
5'0"X2'6"
TUB &
SHOWER
2'6"
13'5"
11'6"10'
NEW
5'0"X4'0"
SL
10'6"
5'
EXISTING
6'0"X3'6"
10'8"
VAULTED CEILING
REMOVE
EXISTING
5'0"X3'6"
NEW
BEDROOM
VAULTED CEILINGWASHERDRYER TANKLESS
WATER HEATER
ABOVE
3'7"
3'
9'4"
20'
FILL
IN 3'0"
OPENING
4'8"
3'4"
WH
EXISTING
2'6"X3'6"
SH
3 0
10'
15'
EXISTING
DECK DN
18"
NEW 1ST FLOOR PLAN
SCALE 1/4" = 1'0"
5'
22'
8'
16'6"
12'
22'
NEW
GARAGE
8'3"+OR- CEILING
2'8'2'
20'
3" STEEL PIPE
FILLED WITH CONC.
36" ABOVE SLAB
& 24" DEEP
16'0"X7'0" SECTIONAL STEEL
DOOR 8'0"X7'0" SECTIONAL STEEL
DOOR
NEW
10'0"X8'0"
NEW
GREAT ROOM
NEW
KITCHEN
4'
4'
PANTRY
2 4
STORAGE
UNDER STAIRS
UP 18 RISERS
2 6
3 0
3 0
NEW
ENTRY15'
7'
17'7"
UP 4 RISERS
NEW
PORCH
26
DN 1 RISER
NEW
MEDIA ROOM
26
2'6"
12'6"
NEW
BEDROOM
VAULTED CEILING
26 2 6
5'
3'6"4'
5'0"X6'8"
MIRROR DOOR
5'0"X6'8"
MIRROR DOOR2828
7'6"6'6"
2 8
2 8
REMOVE KITCHEN AND NON
BEARING WALLS
2'
NEW
NEW 5'0"X2'6"TUB &SHOWER3'
26SINK NEW
2'0"X3'0"
SH
DN 4 RISERS
DN 4 RISERS
REMOVE DOOR
28
NEW
DINING ROOM DW4'
SUB-
ZERO
4'6"
5'
12'
10'
4'
3'6"
35'6"
19'
4'
NEW
10'0"X8'0"
5'NEW
DECK
240.00 ft2
336.00 ft2
15.00 ft2+
3 0
4'
NEW
2'0"X5'0"
SH
NEW
2'0"X5'0"
SH
10'3/4" CEILING
10'3"+OR- CEILING
10'3/4" CEILING
10'3/4" CEILING
11'6" + OR - CEILING
2'
6'
++2.00 ft2 63.00 ft2
DN
18"
25'9"25'9"
16'1"
2'3'2'
NEW
1'0"X5'0"
NEW
1'0"X5'0"
NEW TOP
6'0"X2'0"
#2778
EXISTING
5'0"X3'0"5'0"X2'6"TUB &SHOWEREXISTING
2'0"X1'0"
BR#3/DEN
VAULTED CEILING
2 6
LINEN
2 0
EXISTING
BEDROOM#2
VAULTED CEILING
53'10"53'10"
52'
1'10"
92'10"
12'
DN 4 RISERS
GENERAL NOTES
1. DIMENSIONS DERIVED FROM PREVIOUS PLANS PROVIDED BY THE OWNER.
2. FIELD VERIFY DIMENSIONS PRIOR TO ENGINEERING, CONSTRUCTION &
SUBMITTING FOR PERMITS.
3. BUILDING PERMIT SUBMITTAL & APPROVAL REQUIRED PRIOR TO ANY
MODIFICATION OR CONSTRUCTION WHICH IS REQUIRED TO MEET CURRENT
BUILDING CODES & REGULATIONS IN THE ZONED AREA OF SUBJECT PROPERTY
NEW WALL
2X6 NEW WALL
3'3"3'3"2'6"2'6"
4'9-1/2"4'9-1/2"8'
2'16'2'
10'4'10'6'6"
9"3"3'
9"
3'
6'6"
2'6"
NEW WALL
17'9"17'9"
542.33 ft2LESS REMOVED AREA =
ADJUSTED EXISTING HOUSE AREA
1208.17'
=1361.5'
=50.0'
2 6
COMP.
TO BE PLACED AT OWNERS APPROVAL
NOT TO BE IN THE BUILDING SETBACKS
COMP.
TO BE PLACED AT OWNERS APPROVAL
NOT TO BE IN THE BUILDING SETBACKS
WH
TANKLESS
WATER HEATER
ATTIC
ACCESS
22"X36"
FAU IN ATTIC
MOVE WINDOW AS NEEDED
TRASH
DRAWER
NEW
3'0"X5'0"
FIXED
NEW
3'0"X5'0"
FIXED
5'9"
3'2"
150.00 ft2+=158.92'
5A
K
8
K
8
N
8
M
8
O
8
A
7
G
11
F
11
FOR EGRESS DOORS:
MAX . 7.75 INCHES FOR
IN-SWINGING DOORS
FROM TOP OF THRESHOLD
TO LANDING AND 1.5 INCHES
FOR OUT-SWINGING
FOR NON-REQUIRED DOORS:
IN OR OUT SWINGING
7.75 INCHES
LANDINGS AT
DOORS SHALL HAVE A WIDTH NOT
LESS THAN THE WIDTH OF DOOR AND LENGTH IN
THE DIRECTION OF TRAVEL OF NOT LESS THAN
36", WILL BE PROVIDED ON EACH SIDE OF DOORS.
THE ELEVATION OF LANDING SHALL NOT EXCEED
ONE INCH DIFFERENCE THAN THE THRESHOLD
OF THE DOORWAY[ 8" IF DOOR DOES NOT SWING
OVERT THE LANDING]. ALL LANDINGS SHALL
SLOPE AWAY FROM THE DOOR MIN 1/4" PER FOOT.
ALL LUMBER AND PLYWOOD WILL BE GRADE STAMPED
BY AN APPROVED INSPECTION ANGENCY.
ALL STRUCTURAL MATERIALS OF CONSTRUCTION TO COMPLY
WITH THE CODE [CBC]
TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL
WOOD BASE SHEATHING.
THESE PLANS AND ALL WORK SHALL COMPLY WITH THE
CALIFORNIA BUILDING STANDARDS CODE FOUND IN STATE
OF CALIFORNIA TITLE 24 CCR
CHECK WITH OWNER FOR
COFFERED CEILINGS,LIGHT SOFFITS,
SOFFITS FOR HEAT VENTS, CABINETS
SHOWERS,TUBS, ECT. OWNER TO CHECK WITH
THE HEATING CONTRACTOR FOR THE PLACEMENT OF
THE HEATING DUCTS. AND THE AREA REQUIRED TO
BE SOFFITED OR FURRED DOWN.
ALL NEW GLAZING [ FENESTRATIONS ] WILL BE INSTALLED WITH
A CERTIFYING LABEL ATTACHED, SHOW THE U VALUE.
CHECK WITH PLUMBING CONTRACTOR
FOR ANY PLUMBING WALLS THAT WOULD
NEED TO BE A 6" WALL. CHECK WITH THE
OWNER FOR OPTIONAL 6" EXTERIOR
WALLS. INSTALL WATER FOR ICE MAKER IN THE
REFRIGERATOR AREA. TUB AND SHOWER TO HAVE TILE
INSTALLED 70" HIGH ABOVE THE FLOOR MIN.
PROVIDE LOW FLUSH TOILETS (1.28GAL.) ALL WATER CLOSETS
INSTALLED ON THIS PROJECT TO BE STATE OF CALIFORNIA,
DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT APPROVED
LOW WATER CONSUMPTION TYPE MAXIMUM 1.6 GALLONS PER FLUSH
ALL WATER HEATERS REQUIRE A MINIMUM OF 2 STRAPS
[ ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP
AT BOTTOM 1/3 OF TANK] TO RESIST HORIZONTAL
DISPLACEMENT. STRAPS TO BE A MINIMUM OF 3/4" X24
GAUGE STRAPS WITH 1/4" X 3" LAG BOLTS ATTACHED
DIRECTLY TO THE FRAMING [C.P.C. SEC 508.2]
SPECIFY 15# FELT UNDER WOOD SIDING
IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL
VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC
MIXING VALVES. CBC
* BALLOON FRAME ALL WALLS OF ROOMS WITH SLOPING CEILINGS *
MAXIMUM UNBRACED HEIGHT OF LATERALLY UNSUPPORTED, 2X4,3X4,2X6,
STUDS IS 10'0" FOR BEARING WALLS *
MAXIMUM UNBRACED HEIGHT OF LATERALLY
UNSUPPORTED STUDS FOR NON-BEARING WALLS IS AS FOLLOWS:
[A] 2X4 AND 3X4 IS 14' [B] 2X6] IS 20'
DOUBLE TOP PLATE TO HAVE A MIN. 48" LAP SPLICE
ALL DOOR HEADER TO BE 4X10
UNLESS NOTED OTHERWISE
CROSS BRIDGING OR BLOCKING AT FLOOR JOISTS AND RAFTERS
12" OR MORE IN DEPTH SHALL BE
SUPPORTED LATERALLY BY BRIDGING AT INTERVALS NOT
EXCEEDING 8'0" , UNLESS BOTH EDGES ARE HELD INLINE.
IN 2-STORY BUILDINGS, SHEAR PANELS AT THE FIRST
STORY [AT LEAST 48" IN WIDTH] SHALL BE LOCATED
AT EACH END OR AS NEAR THERETO AS POSSIBLE AND
COMPRISE AT LEAST 25 PERCENT OF THE LINEAR
LENGTH OF THE WALL, OR PROVIDE DESIGN.
WINDOW AREA MUST BE 8% OF THE FLOOR AREA,
OF THE ROOM SERVED (C.B.C.1205.2).
TEMPERED SAFETY GLASS IS REQUIRED PER CBC 2406.4
1]IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS,
SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS.
GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING
THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE
OF THE GLAZING IS LESS THAN 60" ABOVE A STANDING
SURFACE AND DRAIN INLET.
2] IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS
WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR
IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED
EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE
WALKING SURFACE. HINGED SHOWER DOORS MUST SWING
OUTWARD. THRESHOLDS TO BE WIDE ENOUGH FOR A
MINIMUM 22" WIDE DOOR AND 22" WIDE MAINTAINED EGRESS.
OPENABLE WINDOW AREA TO THE OUTDOORS OF AT LEAST 4%
OF THE ROOM SERVED (C.B.C.1203.4).
SLEEPING ROOMS AND BASEMENTS MUST HAVE AN EXTERIOR
EGRESS DOOR OR WINDOW [CBC 1026.2, 1026.3, 1026.5 ] WITH:
(U.B.C. SEC. 310.4 ) :
A) 5.7 SQ. FT. MINIMUM NET CLEAR OPENABLE AREA
[ 5.0 SQ. FT.. FOR GRADE-LEVEL OPENINGS ]
B) 24" MINIMUM NET CLEAR OPENABLE HEIGHT,
C) 20" MINIMUM NET CLEAR OPENABLE WIDTH,
D) BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44" ABOVE FLOOR,
E) DIRECT OPENING TO PUBLIC WAY OR YARD/COURT OPENING TO PUBLIC WAY,
F) WINDOW WELLS OF 9 SQ. FT.. HORIZONTAL AREA AND 36"
MINIMUM DIMENSIONS AND EQUIPPED WITH LADDERS/ STEPS FOR ESCAPE.
PRIOR TO CONSTRUCTION THE FRAMING
CONTRACTOR AND THE HEATING CONTRACTOR
ARE TO DETERMINE WHERE
THE HEATING DUCTS, RETURN AIR, ECT. ARE TO GO.
DOUBLE TOP PLATE TO HAVE A 48" MIN. LAP SPLICE
PROVIDE 8-16d LAP SPICE NAILING MIN. CBC. 2308.9.2.1.
WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE MINIMUM
OF "0.058" INCHES THICK AND "1-1/2" INCHES WIDE SHALL BE FASTENED ACROSS
THE OPENING WITH 6-16d NAILS MINIMUM EACH SIDE. CBC
FIRE STOPS AT THE FOLLOWING LOCATIONS PER CBC 708.
IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS
AND AT 10' FOOT INTERVALS ALONG THE LENGTH OF THE WALL;
B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP
CEILINGS AND COVE CEILINGS; C. IN CONCEALED SPACES BETWEEN
STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND
BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF
THE WALLS UNDER THE STAIRS ARE UNFINISHED; AND D. IN
OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES
AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT
CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS.
E. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES
FOR FACTORY-BUILT CHIMNEYS .
THE PLUMBING FIXTURES AND PLUMBING FITTINGS
SHALL MEET THE STANDARDS NOTED BELOW
TO MEET THE CAL GREEN 20% INDOOR WATER SAVINGS:
1] WATER CLOSET, GRAVITY TANK-TYPE, FLUSHOMETER TANK TYPE,
ELECTROMECHANICAL HYDRAULIC TYPE = 1.28 GALLONS PER FLUSH MAX.
2] SHOWER HEAD = 2.0 GPM MAX.
3] KITCHEN FAUCETS = 1.8 GPM MAX.
4]LAVATORY FAUCETS= 1.5 GPM MAX.
5] URINALS .5 GALLONS PER FLUSH
] IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL
VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC
MIXING VALVES. CPC
6]PERMANENT VACUUM BREAKERS SHALL BE INSTALLED
WITH ALL NEW HOSE BIBS.
TEMPERED GLASS
TEMPERED GLASSTEMPERED GLASSTEMPERED GLASS
TEMPERED GLASS
TEMPERED GLASS
TEMPERED GLASS
TEMPERED GLASS
TEMPERED
GLASS
NOTE:
PROVIDE GAS & ELECTRIC FOR F.A.U. IN ATTIC.
NOT MORE THAN 20'0” FROM THE ATTIC ACCESS
INSTALL OVERHEAD LIGHT & F.A.U. PLATFORM IN
ATTIC. PASSAGEWAY TO THE ATTIC F.A.U. SHALL BE
UNOBSTRUCTED AND SHALL HAVE CONTINUOUS SOLID
FLOORING NOT LESS THAN 24" WIDE. COMBUSTION
AIR FOR F.A.U. WILL BE TAKEN FROM THE ATTIC AREA.
ATTIC ACCESS OPENING SHALL BE SIZED FOR THE
REMOVAL OF THE LARGEST PIECE OF EQUIPMENT.
PERMANENT ELECTRICAL OUTLET AND LIGHTING FIXTURE
CONTROLLED BY A SWITCH FOR FURNACE LOCATED IN
ATTIC OR UNDERFLOOR AREA SEC. 319.6 AND 320.1 UMC
WORKING AREA IN FRONT OF F.A.U. TO BE UNOBSTRUCTED
FOR 30" MIN. ATTIC INSTALLED HVAC EQUIPMENT SHALL
COMPLY WITH SEC. 305 &319,307.4,703.1 UMC.
FURNACE SHALL NOT BE INSTALLED IN ANY BEDROOM,
BATHROOM OR IN A CLOSET OR CONFINED SPACE WITH
ACCESS ONLY THROUGH SUCH ROOM UNLESS SPECIFIED
AS DIRECT VENT APPLIANCE, ENCLOSED FURNACE OR
ELECTRIC HEATING APPLIANCE. FURNACE INSTALLATIONS
MUST COMPLY WITH UMC CHAPTER #3 AND UPC
CHAPTER 507 , AND UMC
I
8
I
8
8
L
8
L
24'7"
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
5A
1/4"=1'0"
10-31-16
(760) 518-6571MIIKE WEST
RTL
41'10"
2'6"
13'2"
14'9"
3'11'9"
3'
6'8"
21'5"
16'1"
5'9"
5'2"
14'9"21'6"20'
80'10"
EXISTING
8'0"X5'0"
NEW
5'0"X4'0"
SLEXISTING
6'0"X4'0"
EXISTING
2'6"X3'6"
SH
EXISTING
5'0"X3'0"
EXISTING
2'0"X2'0"
EXISTING
MASTER SUITE
EXISTING
GARAGE
3'7"
16'5"
WINDOW, SLIDING, GLASS DOOR
OR MIRROR DOOR
NEW FULL HEIGHT WALLS
EXISTING FULL HEIGHT WALLS
SHELF AND POLE
HANDRAIL OR
PARTIAL WALL
HEADER OR
WALL OPENINGS
RETAINING WALLS
FLOOR PLAN LEGEND
8'3"+OR- CEILING
14'10"24'7"20'
80'10"
5'0"X2'6"
TUB &
SHOWER
2'6"
13'5"
11'6"10'
NEW
5'0"X4'0"
SL
10'6"
5'
10'8"
VAULTED CEILING
REMOVE
EXISTING
5'0"X3'6"
NEW
BEDROOM
VAULTED CEILINGWASHERDRYER TANKLESS
WATER HEATER
ABOVE
3'7"
3'
9'4"
20'
FILL
IN 3'0"
OPENING
4'8"
3'4"
WH
10'
15'
EXISTING
DECK
5'
22'
8'
16'6"
12'
22'
NEW
GARAGE
8'3"+OR- CEILING
2'8'2'
20'
16'0"X7'0" SECTIONAL STEEL
DOOR 8'0"X7'0" SECTIONAL STEEL
DOOR
3 0
NEW
ENTRY15'
7'17'7"
UP 4 RISERS
NEW
PORCH
DN 1 RISER
NEW
MEDIA ROOM
26
2'6"
12'6"
NEW
BEDROOM
VAULTED CEILING
5'
3'6"4'
5'0"X6'8"
MIRROR DOOR
5'0"X6'8"
MIRROR DOOR
7'6"6'6"
REMOVE KITCHEN AND NON
BEARING WALLS
2'5'0"X2'6"TUB &SHOWER3'
26SINK NEW
2'0"X3'0"
SH
DN 4 RISERS
28
4'6"
5'
12'
10'
35'6"
19'
5'
3 025'10"
16'1"
#2778
EXISTING
5'0"X3'0"5'0"X2'6"TUB &SHOWERLINEN
GENERAL NOTES
1. DIMENSIONS DERIVED FROM PREVIOUS PLANS PROVIDED BY THE OWNER.
2. FIELD VERIFY DIMENSIONS PRIOR TO ENGINEERING, CONSTRUCTION &
SUBMITTING FOR PERMITS.
3. BUILDING PERMIT SUBMITTAL & APPROVAL REQUIRED PRIOR TO ANY
MODIFICATION OR CONSTRUCTION WHICH IS REQUIRED TO MEET CURRENT
BUILDING CODES & REGULATIONS IN THE ZONED AREA OF SUBJECT PROPERTY
5A
NEW 2ND FLOOR PLAN
SCALE 1/4" = 1'0"
NEW
10'0"X8'0"
SL
NEW
6'0"X6'0"
SL
DN 18 RISERS
NEW
PORCH
NEW
MASTER SUITE
NEW
3'0"X6'0"
FIXED
NEW
2'0"X3'0"
SH
NEW
2'6"X4'6"
FIXED
798.75 ft2
14'6"
7'6"
NEW
MASTER SITTIING
AREA
4'
3'6"
5'6"7'6"3'6"
26
6'
4'
BASE CAB
OVER ANGLED FLOOR
2 4
3'
LINEN
&
HAMPER
2'6"
9'3/4" CEILING9'3/4" CEILING
13'
35'6"
3 0
4'
7'
3'6"
NEW
2'6"X4'6"
FIXED
4'15'
NEW 2ND FLOOR AREA_______________
NEW 2ND FL DECK_____________________284.00 ft2
4' OPENING
28
3'
NEW
2'6"x1'0"
SL
NEW
2'6"x1'0"
SL
NEW
2'6"x1'0"
SL
NEW
2'6"x1'0"
SL
3 0
16'6"
3'
6'3'6"9"6'6"10'2'6"3"3'
9"
2'
1'9"
2'6"12'1'6"2'6"4'3"
6'
2'6"
2'6"
NOTE:
PROVIDE GAS & ELECTRIC FOR F.A.U. IN ATTIC.
NOT MORE THAN 20'0” FROM THE ATTIC ACCESS
INSTALL OVERHEAD LIGHT & F.A.U. PLATFORM IN
ATTIC. PASSAGEWAY TO THE ATTIC F.A.U. SHALL BE
UNOBSTRUCTED AND SHALL HAVE CONTINUOUS SOLID
FLOORING NOT LESS THAN 24" WIDE. COMBUSTION
AIR FOR F.A.U. WILL BE TAKEN FROM THE ATTIC AREA.
ATTIC ACCESS OPENING SHALL BE SIZED FOR THE
REMOVAL OF THE LARGEST PIECE OF EQUIPMENT.
PERMANENT ELECTRICAL OUTLET AND LIGHTING FIXTURE
CONTROLLED BY A SWITCH FOR FURNACE LOCATED IN
ATTIC OR UNDERFLOOR AREA SEC. 319.6 AND 320.1 UMC
WORKING AREA IN FRONT OF F.A.U. TO BE UNOBSTRUCTED
FOR 30" MIN. ATTIC INSTALLED HVAC EQUIPMENT SHALL
COMPLY WITH SEC. 305 &319,307.4,703.1 UMC.
FURNACE SHALL NOT BE INSTALLED IN ANY BEDROOM,
BATHROOM OR IN A CLOSET OR CONFINED SPACE WITH
ACCESS ONLY THROUGH SUCH ROOM UNLESS SPECIFIED
AS DIRECT VENT APPLIANCE, ENCLOSED FURNACE OR
ELECTRIC HEATING APPLIANCE. FURNACE INSTALLATIONS
MUST COMPLY WITH UMC CHAPTER #3 AND UPC
CHAPTER 507 , AND UMC
17'9"17'9"
9'3"+OR- CEILING
FAU IN ATTIC
ATTICACCESS22"X36"K
8
K
8
G
11
F
11
A
8
FOR EGRESS DOORS:
MAX . 7.75 INCHES FOR
IN-SWINGING DOORS
FROM TOP OF THRESHOLD
TO LANDING AND 1.5 INCHES
FOR OUT-SWINGING
FOR NON-REQUIRED DOORS:
IN OR OUT SWINGING
7.75 INCHES
LANDINGS AT
DOORS SHALL HAVE A WIDTH NOT
LESS THAN THE WIDTH OF DOOR AND LENGTH IN
THE DIRECTION OF TRAVEL OF NOT LESS THAN
36", WILL BE PROVIDED ON EACH SIDE OF DOORS.
THE ELEVATION OF LANDING SHALL NOT EXCEED
ONE INCH DIFFERENCE THAN THE THRESHOLD
OF THE DOORWAY[ 8" IF DOOR DOES NOT SWING
OVERT THE LANDING]. ALL LANDINGS SHALL
SLOPE AWAY FROM THE DOOR MIN 1/4" PER FOOT.
ALL LUMBER AND PLYWOOD WILL BE GRADE STAMPED
BY AN APPROVED INSPECTION ANGENCY.
ALL STRUCTURAL MATERIALS OF CONSTRUCTION TO COMPLY
WITH THE CODE [CBC]
TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL
WOOD BASE SHEATHING.
THESE PLANS AND ALL WORK SHALL COMPLY WITH THE
CALIFORNIA BUILDING STANDARDS CODE FOUND IN STATE
OF CALIFORNIA TITLE 24 CCR
CHECK WITH OWNER FOR
COFFERED CEILINGS,LIGHT SOFFITS,
SOFFITS FOR HEAT VENTS, CABINETS
SHOWERS,TUBS, ECT. OWNER TO CHECK WITH
THE HEATING CONTRACTOR FOR THE PLACEMENT OF
THE HEATING DUCTS. AND THE AREA REQUIRED TO
BE SOFFITED OR FURRED DOWN.
ALL NEW GLAZING [ FENESTRATIONS ] WILL BE INSTALLED WITH
A CERTIFYING LABEL ATTACHED, SHOW THE U VALUE.
CHECK WITH PLUMBING CONTRACTOR
FOR ANY PLUMBING WALLS THAT WOULD
NEED TO BE A 6" WALL. CHECK WITH THE
OWNER FOR OPTIONAL 6" EXTERIOR
WALLS. INSTALL WATER FOR ICE MAKER IN THE
REFRIGERATOR AREA. TUB AND SHOWER TO HAVE TILE
INSTALLED 70" HIGH ABOVE THE FLOOR MIN.
PROVIDE LOW FLUSH TOILETS (1.28GAL.) ALL WATER CLOSETS
INSTALLED ON THIS PROJECT TO BE STATE OF CALIFORNIA,
DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT APPROVED
LOW WATER CONSUMPTION TYPE MAXIMUM 1.6 GALLONS PER FLUSH
ALL WATER HEATERS REQUIRE A MINIMUM OF 2 STRAPS
[ ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP
AT BOTTOM 1/3 OF TANK] TO RESIST HORIZONTAL
DISPLACEMENT. STRAPS TO BE A MINIMUM OF 3/4" X24
GAUGE STRAPS WITH 1/4" X 3" LAG BOLTS ATTACHED
DIRECTLY TO THE FRAMING [C.P.C. SEC 508.2]
SPECIFY 15# FELT UNDER WOOD SIDING
IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL
VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC
MIXING VALVES. CBC
* BALLOON FRAME ALL WALLS OF ROOMS WITH SLOPING CEILINGS *
MAXIMUM UNBRACED HEIGHT OF LATERALLY UNSUPPORTED, 2X4,3X4,2X6,
STUDS IS 10'0" FOR BEARING WALLS *
MAXIMUM UNBRACED HEIGHT OF LATERALLY
UNSUPPORTED STUDS FOR NON-BEARING WALLS IS AS FOLLOWS:
[A] 2X4 AND 3X4 IS 14' [B] 2X6] IS 20'
DOUBLE TOP PLATE TO HAVE A MIN. 48" LAP SPLICE
ALL DOOR HEADER TO BE 4X10
UNLESS NOTED OTHERWISE
CROSS BRIDGING OR BLOCKING AT FLOOR JOISTS AND RAFTERS
12" OR MORE IN DEPTH SHALL BE
SUPPORTED LATERALLY BY BRIDGING AT INTERVALS NOT
EXCEEDING 8'0" , UNLESS BOTH EDGES ARE HELD INLINE.
IN 2-STORY BUILDINGS, SHEAR PANELS AT THE FIRST
STORY [AT LEAST 48" IN WIDTH] SHALL BE LOCATED
AT EACH END OR AS NEAR THERETO AS POSSIBLE AND
COMPRISE AT LEAST 25 PERCENT OF THE LINEAR
LENGTH OF THE WALL, OR PROVIDE DESIGN.
WINDOW AREA MUST BE 8% OF THE FLOOR AREA,
OF THE ROOM SERVED (C.B.C.1205.2).
TEMPERED SAFETY GLASS IS REQUIRED PER CBC 2406.4
1]IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS,
SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS.
GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING
THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE
OF THE GLAZING IS LESS THAN 60" ABOVE A STANDING
SURFACE AND DRAIN INLET.
2] IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS
WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR
IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED
EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE
WALKING SURFACE. HINGED SHOWER DOORS MUST SWING
OUTWARD. THRESHOLDS TO BE WIDE ENOUGH FOR A
MINIMUM 22" WIDE DOOR AND 22" WIDE MAINTAINED EGRESS.
OPENABLE WINDOW AREA TO THE OUTDOORS OF AT LEAST 4%
OF THE ROOM SERVED (C.B.C.1203.4).
SLEEPING ROOMS AND BASEMENTS MUST HAVE AN EXTERIOR
EGRESS DOOR OR WINDOW [CBC 1026.2, 1026.3, 1026.5 ] WITH:
(U.B.C. SEC. 310.4 ) :
A) 5.7 SQ. FT. MINIMUM NET CLEAR OPENABLE AREA
[ 5.0 SQ. FT.. FOR GRADE-LEVEL OPENINGS ]
B) 24" MINIMUM NET CLEAR OPENABLE HEIGHT,
C) 20" MINIMUM NET CLEAR OPENABLE WIDTH,
D) BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44" ABOVE FLOOR,
E) DIRECT OPENING TO PUBLIC WAY OR YARD/COURT OPENING TO PUBLIC WAY,
F) WINDOW WELLS OF 9 SQ. FT.. HORIZONTAL AREA AND 36"
MINIMUM DIMENSIONS AND EQUIPPED WITH LADDERS/ STEPS FOR ESCAPE.
PRIOR TO CONSTRUCTION THE FRAMING
CONTRACTOR AND THE HEATING CONTRACTOR
ARE TO DETERMINE WHERE
THE HEATING DUCTS, RETURN AIR, ECT. ARE TO GO.
DOUBLE TOP PLATE TO HAVE A 48" MIN. LAP SPLICE
PROVIDE 8-16d LAP SPICE NAILING MIN. CBC. 2308.9.2.1.
WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE MINIMUM
OF "0.058" INCHES THICK AND "1-1/2" INCHES WIDE SHALL BE FASTENED ACROSS
THE OPENING WITH 6-16d NAILS MINIMUM EACH SIDE. CBC
FIRE STOPS AT THE FOLLOWING LOCATIONS PER CBC 708.
IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,
INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS
AND AT 10' FOOT INTERVALS ALONG THE LENGTH OF THE WALL;
B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL
AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP
CEILINGS AND COVE CEILINGS; C. IN CONCEALED SPACES BETWEEN
STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND
BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF
THE WALLS UNDER THE STAIRS ARE UNFINISHED; AND D. IN
OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES
AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT
CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS.
E. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES
FOR FACTORY-BUILT CHIMNEYS .
THE PLUMBING FIXTURES AND PLUMBING FITTINGS
SHALL MEET THE STANDARDS NOTED BELOW
TO MEET THE CAL GREEN 20% INDOOR WATER SAVINGS:
1] WATER CLOSET, GRAVITY TANK-TYPE, FLUSHOMETER TANK TYPE,
ELECTROMECHANICAL HYDRAULIC TYPE = 1.28 GALLONS PER FLUSH MAX.
2] SHOWER HEAD = 2.0 GPM MAX.
3] KITCHEN FAUCETS = 1.8 GPM MAX.
4]LAVATORY FAUCETS= 1.5 GPM MAX.
5] URINALS .5 GALLONS PER FLUSH
] IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL
VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC
MIXING VALVES. CPC
6]PERMANENT VACUUM BREAKERS SHALL BE INSTALLED
WITH ALL NEW HOSE BIBS.
TEMPERED GLASS
TEMPERED GLASS
TEMPERED GLASS
TEMPERED GLASS
TEMPERED GLASS
TEMPERED GLASS
TEMPERED GLASSTEMPERED GLASS
TEMPERED GLASS
G
11