HomeMy WebLinkAbout2017-09-06; Planning Commission; ; CDP 2017-0016 (DEV2017-0050) – ALLEN ADDITION
The City of CARLSBAD Planning Division A REPORT TO THE PLANNING COMMISSION
Single Family Coastal Development Permit
Item No.
Application complete date: July 6, 2017
P.C. AGENDA OF: September 6, 2017 Project Planner: Paul Dan
Project Engineer: Tecla Levy
SUBJECT: CDP 2017-0016 (DEV2017-0050) – ALLEN ADDITION – Request for approval of a Coastal
Development Permit to allow for the addition of 660 square feet of habitable space to an
existing single-family residence within the Mello II Segment of the City’s Local Coastal
Program located at 4809 Refugio Avenue 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)(1) interior and exterior
alterations and additions to an existing structure of the state CEQA Guidelines.
I. RECOMMENDATION
That the Planning Commission ADOPT Planning Commission Resolution No. 7264 APPROVING Coastal
Development Permit CDP 2017-0016 based upon the findings and subject to the conditions contained
therein.
II. PROJECT DESCRIPTION AND BACKGROUND
Project Site/Setting: The 0.19 acre (8,276 square feet) project site is located at 4809 Refugio Avenue as
shown on the attached location map. The lot is developed with a single-family residence and associated
hardscape and landscape improvements, and the topography on-site is relatively flat. The neighborhood
is characterized by one- and two-story single-family residences, with two-car garages. The project would
not require grading or the removal of native vegetation. No natural topographic features exist on the site.
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 R-1-8000 Single-family residence
North R-4 R-1-8000 Single-family residence
South R-4 R-1-8000 Single-family residence
East R-4 R-1-8000 Single-family residence
West R-4 R-1-8000 Single-family residence
Proposed Residential Construction: The project consists of an addition of 660 square feet of new habitable
space to the existing 1,618 square foot residence and an expansion of the existing garage. The majority
of the additions are located to the rear of the house and include expansion of the family room, a new
bedroom and bathroom, and 68 square feet added to the garage. The additions are proposed to match
the style and materials of the existing residence. The residence would remain one-story with no increase
in height.
2
CDP 2017-0016 (DEV2017-0050) – ALLEN ADDITION
September 6, 2017
Page 2
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) Zone (CMC Section 21.10);
C. Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC
Section 21.201) and the Coastal Resource Protection Overlay Zone (CMC Section 21.203);
D. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP) – Airport Overflight
Notification Area;
E. Inclusionary Housing Ordinance (CMC Chapter 21.85); and
F. 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, which allows the development of one-
family dwellings at a density of 0-4 dwelling units per acre with a Growth Management Control Point
(GMCP) of 3.2 dwelling units per acre. The project has a net acreage of 0.19 and a density of 4.2 dwelling
units per acre, which is above the GMCP and the range of the R-4 General Plan Land Use designation.
However, one single-family residence is permitted to be constructed on a legal lot that existed as of
October 28, 2004, pursuant to General Plan Residential Land Use Policy 2-P.7. Since a single-family
dwelling already exists on the property, and the subject lot was legally created prior to October 28, 2004,
by map no. 8177, the project is consistent 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 zone (Shown in Table B below).
TABLE B – R-1-8,000 ZONE DEVELOPMENT STANDARDS
STANDARD REQUIRED/ALLOWED PROPOSED
Front Yard Setback 20’ 22’
Side Yard Setback 7’-1” 7’-8”
Rear Yard Setback 15’ 24’
Max Building Height 30’ with > 3:12 roof pitch 14’-10”
Lot Coverage 40% maximum 34%
Parking Two-car garage (20’X20’) Two-car garage
CDP 2017-0016 (DEV2017-0050) – ALLEN ADDITION
September 6, 2017
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 Overlay Zone (CMC Chapter 21.
203)
The project site is located within the Mello II Segment of the Local Coastal Program and is not within the
appeals jurisdiction. The site is also located within and subject to the Coastal Protection Resource 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 a Local Coastal Program (LCP) Land Use Plan designation of R-4 Residential, which
allows for a density of 0 to 4 du/acre and 3.2 du/acre at the Growth Management Control Point (GMCP).
At the R-4 GMCP, 0.6 dwelling units would be permitted on this 0.19 acre (net developable) property.
However, one single-family residence is permitted to be constructed on a legal lot that existed as of
October 28, 2004, pursuant to General Plan Residential Land Use Policy 2-P.7. The subject lot was legally
created prior to October 28, 2004; therefore, the existing single-family residence and proposed additions
are consistent with the R-4 LCP Land Use Plan designation.
The project consists of additions to an existing single-family residence that include 660 square feet of
habitable space and a 68 square foot garage addition in an area designated for residential development.
The additions to the existing single-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 proposed additions are 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. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP) – Airport Overflight Notification
Area
The project site is located within the McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP),
more specifically the Airport Overflight Notification Area. ALUCP Section 2.2.29 – Overflight Notification
is designed to ensure that prospective buyers near an airport, particularly residential properties, are
informed about the airport’s potential impact on the property. This notification does not restrict the
height of structures, it simply discloses the existing conditions that may affect the property. ALUC Section
3.6.3 requires an overflight notification to be recorded on residential development. Since a notice has
not been previously recorded, the applicant is conditioned to do so.
CDP 2017-0016 (DEV2017-0050) – ALLEN ADDITION
September 6, 2017
Page 4
E. Inclusionary Housing Ordinance (CMC Chapter 21.85)
Pursuant to CMC Chapter 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.
F. 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 additions to
an existing residence and no new impacts will be generated.
IV. ENVIRONMENTAL REVIEW
This project is exempt from CEQA per the exemptions listed below:
(1) Section 15301(e)(1) of CEQA exemptions (Class 3) exempts additions to existing structures that
will not result in an increase of more than 50 percent of the floor area of the structure before the
addition.
A Notice of Exemption will be filed by the City Planner upon project approval.
ATTACHMENTS:
1. Planning Commission Resolution No. 7264
2. Location Map
3. Disclosure Form
4. Reduced Exhibits
5. Exhibit(s) “A” – “I”, dated September 6, 2017
HILLSIDE DRREFUGIO AVNEBLINA DRSEVILLA WYVALENCIA AVCDP 2017-0016Allen Additions
SITE MAP
SITE
EL
CAMINO
R
E
A
LLA COSTA AV
A L G A R D
C
A
R
L
S
B
A
D
B
L
. .'..:~-----------
(cityof
Carlsbad ·
DISCLOSURE STATEMENT
P-1(A)
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
Applicant's statement or disclosure of certain ownership interests on all applications which will
require discretionary action on the part of the City Council or any appointed Board, Commission
· or Committee.
The following information MUST be disclosed at the time of application submittal. Your project
cannot be reviewed until this information is completed. Please print.
Note:
Persbn is defined as "Any individual, firm, co-partnership, joint venture, association, social club, fraternal
organization, corpon3tion, estate, trust, receiver, syndicate, in this and any other county1 city and county,
city municipality, district or other political subdivision or any other group orqombination acting as a unit."
Agents may sign this document; however, the legal name and entity of the applicant and property owner
must b~ proyid~d bel9w~
1. APPLICANT (Not the applicant's agent)
Provide the COMPLETE, LEGAL names and addresses of ALL persons having a
financial interest in the application. If the applicant includes a corporation or partnership.
include the names, titles, addresses of all individuals owning more than 10% of the
shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE
INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned
corporation, include the names, titles, and addresses of the corporate officers. (A
separate page may be-attached if necessary.)
PersonJ@vfs t \Xlrn'e.l k A-He!Vl Corp/Part _________ _
Title___________ Title ____________ _
Address 4~69 }2.e~uJ~t) Aven.\.LQ..) Address __________ _
Cb(lS\..xi.df (_Ft
2. OWNER (Not the owner's agent) 9 "-~~
P-1 (A)
Provide the COMPLETE, LEGAL names and addresses of ALL persons having any
ownership interest in the property involved. Also, provide the nature of the legal
ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the
ownership includes a corporation or partnership, include the names, titles, addresses of
all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE
THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE
SPACE BELOW. If a publicly-owned corporation, include the names, titles, and
addresses of the corporate officers. (A separate page may be attached if necessary.)
Person ·1 (l)lVlJ ~ Din \{J lo ij { Le/4-1 Corp/Part ________ _
Title __________ _
Addr8ss 1~1, ~e:fu,:;l c .Ne·
Co\f\$~ad , Cft qzoog
Title --------------
Address ____________ _
Page 1 of 2 Revised 07 /1 O
3. NON-PROFIT ORGANIZATION OR TRUST
If any person identified pursuant to (1) or (2) above is a nonprofit organizati.on or a trust,
list the names and addresses of ANY person serving as an officer or director of the non-
profit organization or as trustee or beneficiary of the.
Non Profit/Trust________ Non Profit/Trust _________ _
Title __________ _ Title --------------
Address __________ _ Address ____________ _
4. Have you had more than $500 worth of business transacted with any member of City
staff, Boards, Commissions, Committees and/or Council within the past twelve (12)
months?
D Yes ~o If yes, please indicate person(s): ___________ _
NOTE: Attach additional sheets if necessary.
I certify that all the above information i9 true and correct to the best of rriy knowledge.
Print or type name of owner Print or type name of applicant
Signature of owner/applicant's agent if applicable/date
Print or type name of owner/applicant's agent
P-1 (A) Page 2 of 2 Revised 07 /1 O
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
8
1/4"=1'0"RTL
FRONT VIEW
SCALE 1/4"=1'0"
LEFT SIDE
SCALE 1/4"=1'0"
REAR VIEW
SCALE 1/4"=1'0"
6'8"
EXISTING NEW
NEW AREA
6'8"
EXISTINGNEW
NEW AREA
2
(760) 415-3660DANIELLE ALLEN
2'6" MIN. CHIMNEY TO ROOF CLEARANCE FOR A 10"0" RADIUS ABOUT THE CHIMNEY,
ALSO CHECK WITH MANUFACTURER TO SEE WHAT IS THE MIN. & MAX. OPERATING
HEIGHT. SPARK ARRESTORS SHALL BE INSTALLED ON ALL CHIMNEYS.
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
EXTERIOR FINISH:
STUCCO WITH METAL LATH OVER 15# FELT MIN.
AS PER C.B.C. 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.
STUCCO ALL NEW SOFFITS
OHAGIN ROOF VENTS
95 SQ. IN. EACH= .65 SQ. FT.
ICC#9650A
OHAGIN ROOF VENTS
95 SQ. IN. EACH= .65 SQ. FT.
ICC#9650A
EXTERIOR FINISH:
STUCCO WITH METAL LATH OVER 15# FELT MIN.
AS PER C.B.C. 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.
12-27-16
ALL EXTERIOR FEATURES,
STUCCO ,TRIM ,COLOR, ETC..
TO MATCH EXISTING HOUSE
ANY VENTS REMOVED MUST BE REPLACED BY
NEW VENTS OF EQUAL OR GRATER SIZE
ONLY NEW VENTS SHOWN. ANY VENTS
REMOVED MUST BE REPLACED BY
NEW VENTS OF EQUAL OR GRATER SIZE
14'10"
+ OR-
14'10"
+ OR-
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 1/8 INCH IN EACH DIMENSION
TOTAL REQUIRED=
TOTAL PROVIDED =
NEW ROOF VENTS:
VENTS PROVIDED
VENTS REQUIRED
NEW HOUSE AREA ÷ 150=
QUNT. TYPE AREA
0' NEW GARAGE AREA ÷ 150= 0
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 =
801.0 5.34'
5.34'
9 5.85'
5.85'
SCOPE OF WORK:
BUILD NEW 660.75 SQ.FT. HOUSE
ADDITION AND 68.0 SQ.FT. GARAGE
ADDITION AND ALL
THE WORK ASSOCIATED WITH
ACCOMPLISHING THESE TASKS
OWNER :
DANIELLE & TRAVIS ALLEN
PHONE # :
760 415-3660
ADDRESS & SITE ADDRESS :
4809 REFUGIO AVE.
CARLSBAD CALIF.
APN # :
207-350-47-00
NEW HOUSE
LIVING AREA=_____660.75SQ.FT.______________
NEW PORCHES =__0'___________
NEW GARAGE=___68.0' SQ. FT.______________
_________________________
* 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
THIS PROJECT WILL COMPLY WITH THE FOLLOWING BUILDING CODES
AND ASSOCIATED CITY AMENDMENTS:
2016 CALIFORNIA RESIDENTIAL CODE (CRC) AND OR 2016 CALIFORNIA
BUILDING CODE (CBC) AS APPLICABLE
2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ( CALGREEN )
2016 CALIFORNIA ELECTRICAL CODE (CEC)
2016 CALIFORNIA MECHANICAL CODE (CMC)
2016 CALIFORNIA PLUMBING CODE (CPC)
2016 CALIFORNIA FIRE CODE (CFC)
2016 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES)
6'8"
EXISTINGNEW
NEW AREA
14'10"
+ OR-
PLOT PLAN
ELEVATIONS
EXISTING FLOOR PLAN
TITLE 24 & ENERGY
FOUNDATION PLAN
ELECTRICAL PLAN
CAL GREEN& NOTES & DETAILS
1
2
3
4
5
6
7
8
PAGE #CONTENT
TABLE OF CONTENTS
ROOF PLAN
NEW FLOOR PLAN
ATTACHED
#2633-2750
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
3 8
1/4"=1'0"
(760) 415-3660DANIELLE ALLEN
RTL
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"
54'
19'14'6'15'
25'
9'
13'
47'
52'
5'
52'
4'11'
12'
2'
2'6"
12'6"
8'26'20'
54'
6'6"
5'0"X3'0"
SHOWER
W/TEMP
GLASS
5'0"X2'6"TUB &SHOWER5'6"
3'6"
4'16'
EXISTING
HOUSE
LIVING AREA=_____________________
DECKS PORCHES =_____________
GARAGE=_________________
2 6
26
26
LINENEXISTING
6'0"X6'8"
SL
EXISTING
2'0"X3'0"
SL
EXISTING
2'0"X3'0"
SL EXISTING
4'0"X2'0"
SL
EXISTING
4'0"X1'0"
SL26
3 0 3 0
1'6"16'
1'6"
2'
17'6"
12'6"
9'
16
26
FAU
36"
FP4'6"4'
20'6"
4'6"
5'4'7'
EXISTING
4'0"X3'6"
SL
EXISTING
12'0"X6'8"
SL
26
26
20'6"
GARAGE
SERVICE
KITCHEN
LIVING ROOM
FAMILY ROOM
DINING ROOM
BEDROOM #2
BEDROOM#3
MASTER SUITE
ENTRY
PORCH
STORAGE
24
4'
6'6"
416.25 ft2
1618.75 ft2DWREFG.RANGE EXISTING
200 AMP. METER
PANEL AND SERVICE ENTRANCE.
NO CHANGE
GAS
METER
12-27-16
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
4 8
1/4"=1'0"
12-27-16
(760) 415-3660DANIELLE ALLEN
RTL
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
NEW FLOOR PLAN
SCALE 1/4" = 1'0"
54'
19'14'6'15'
25'
47'
52'
5'
52'
4'11'
12'
2'
2'6"
12'6"
8'26'20'
54'
6'6"
3'6"X3'0"
SHOWER
W/TEMP
GLASS
5'0"X2'6"TUB &SHOWER5'6"
3'6"
4'16'
2 6
26
26
LINENEXISTING
6'0"X6'8"
SL
REMOVE
EXISTING
2'0"X3'0"
SL
EXISTING
4'0"X2'0"
SL
EXISTING
4'0"X1'0"
SL26
3 0 3 0
1'6"
16'
1'6"
2'
9'
16
26
FAU
36"
FP4'6"4'
20'6"
4'6"
5'4'7'
REMOVE WINDOW
LEAVE CASED
OPENING
NEW
16'0"X6'8"
SL
26
26
20'6"
GARAGE
KITCHEN
LIVING ROOM
DINING ROOM
BEDROOM #2
BEDROOM#3
MASTER SUITE
ENTRY
PORCH
STORAGE
24
4'
6'6"
416.25 ft2
1618.75 ft2
42'6"
13'
9'
22'
SERVICE
16'6"9'6"
26'
NEW
BEDROOM #4
WASHER DRYER
NEW FAMILY ROOM
660.75 ft2
8'6"
4'6"
17'6"
NEW
2'0"X3'0"
SL
NEW
2'0"X3'0"
SL
6'6"
3'6"
8'
5'6"DWREFG.RANGEOR ALL OPEN
12'6"
17'6"
3'
10'
3'
16'6"
NEW
12'0"X6'8"
SL
3'W/HWATER HEATER
TANKLESS RHEEM
W14-7/8"X D11-1/8"
X H25-3/8" MIN. 12"
ABOVE GROUND
SHOWER
W/TEMP
GLASS
NEW
2'0"X3'0"
SH
8'6"
8'6"
3'6"
7'
3'9"
3'6"
5'6"
3'9"12'9"
2'
11'1'9"
NEW
3'0"X3'6"
SL
4'6"
1'28
28
4'6"
1'6"
8'3"+OR- CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3"+OR- CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
NEW GIRDER TRUSS
MOVE EXISTING
200 AMP. METER
PANEL AND SERVICE ENTRANCE.
NO CHANGE
GAS
METER
SHELVES & SHOES
2 6
26
4'
LINEN24
8'
30'
4'9"5'3"16'
5'6"
REMOVE
EXISTING
2'0"X3'0"
SL
4'
4'6"
68.00 ft2
EXISTING
HOUSE
LIVING AREA=_____________________
NEW AREA =_____________
EXISTING GARAGE=_________________
NEW GARAGE=_________________
A
5
A
5
DRYER VENT TO TERMINATE
ON THE ROOF. DRYER VENT
[4"MIN.] 14' MAX. LENGTH,
COMBINED HORIZONTAL
& VERTICAL INCLUDING
[2] 90 DEG. ELEBOWS
AND SHALL BE EQUIPPED
WITH BACK-DRAFT DAMPERS
AND MUST TERMINATE A MIM.
3' FROM ANY OPENING.
SECTION 504.3.2 U.M.C.
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
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 PROPERTYATTICACCESS22"X36"
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
5 8
1/4"=1'0"
(760) 415-3660DANIELLE ALLEN
RTL
54'
19'14'6'15'
25'
47'
52'
5'
52'
4'11'
12'
2'
2'6"
12'6"
8'26'20'
54'
6'6"
5'6"
3'6"
4'16'
1'6"
16'
1'6"
2'
9'
FAU
4'6"4'
20'6"
4'6"
5'4'7'
20'6"
24
4'
6'6"
42'6"
13'
9'
22'
26'8'6"
4'6"
17'6"
6'6"
3'6"
8'
5'6"
12'6"
17'6"
3'
10'
3'
16'6"
3'
8'6"
7'
3'9"
3'6"
6'
3'9"12'9"
2'
11'1'9"
4'
1'6"
4'6"
1'6"
ROOF COVERING:
ELK PREMIUM ROOFING
FIBERGLASS SHINGLES
OVER 2 LAYERS 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
ROOF SHEATHING:
1/2" WOOD STRUCTURAL PANEL
P II 24/0 NAILED C-D UNBLOCKED
W / 8d COMMON@
6" O.C. E.N. & 12" O.C. F.N.
& 1X6 T& G ON ALL OVERHANG
GIRDER TRUSS
EXISTING
4 TO 12
NEW
2 TO 12
B
9
EXISTING CLIPPED
END
NEW EXISTING
R-30 INSULATION
R-21 INSULATION
FOR THE 6" WALLS
AND R-13 FOR THE 4" WALLS
REMOVE WALL
A
8'3/4" CEILING
12-27-16ATTICACCESS22"X36"8'
3'6"
30'
5'6"
4'9"5'3"16'
4'4'6"
1 1
L=5'0"
L=5'0"
L=5'6"
1
L=6'6"
1
L=8'0"
1
L=8'6"
1
L=8'0"
ALL SHEAR WALLS TO EXTEND TO THE ROOF
SOLID SHEATH ENTIRE NEW ADDITION WITH
3/8" PLYWOOD [C-D,C-C,OR STRUCT.II]
NAILED WITH 8d @6" 0.C. B.N. & 12" 0.C. F.N.
EXECPT WHERE OCCURS
1
1
L=4'75"L=5'25"
1
L=4'0"
1L=11'0"
COOL ROOF REQUIRED
ROOF PLAN
SCALE 1/4" =1'0"
EXPOSED VALLEY FLASHINGS SHALL BE AT LEAST NO. 26-GUAGE
CORROSION-RESISTANT METAL INSTALLED OVER A
MINIMUM 36" WIDE UNDERLAYMENT CONSISTING OF
ONE NO. 72 ASTM CAP SHEET RUNNING THE FULL
LENGTH OF THE VALLEY.
"EACH TRUSS SHALL BE LEGIBLY BRANDED,
MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED
THERETO THE FOLLOWING INFORMATION LOCATED WITHIN
2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE
BOTTOM CHORD: A)IDENTITY OF THE COMPANY
MANUFACTURING THE TRUSS.B)THE DESIGN LOAD.
C)THE SPACING OF THE TRUSSES."
2" x RIDGE BLOCKING FOR DIAPHRAGM NAILING.
CONTRACTOR TO CHECK ALL
MEASUREMENTS IN THE
FIELD PRIOR TO ORDERING TRUSSES
ROOFING SHALL HAVE A MINIMUM CLASS "A" RATING
ALL ROOFING MATERIALS TO BE APPLIED AS PER
MANUFACTURES SPECIFICATIONS
ALL FLASHING, WATERPROOFING, UNDRLAYMENTS,
ECT. TO BE APPLIED AS PER MANUFACTURES
SPECIFICATIONS AND TO CODE. 2'0" MIN. CHIMNEY
TO ROOF CLEARANCE FOR A 10.0" RADIUS ABOUT
THE CHIMNEY, ALSO CHECK WITH MANUFACTURE
TO SEE WHAT IS THE MIN. & MAX. OPERATING HEIGHT
TRUSSES TO HAVE A 2X6 (OPTIONAL) TOP CHORD
1/2" CLEARANCE BETWEEN TRUSSES AND NON-BEARING WALLS
AND USE TRUSS CLIPS AT ALL PERPENDICULAR PARTITION WALLS
CALIF. FILL @ 24"O.C.
SEE TRUSS CO. DETAILS
ENG. TRUSSES @ 24" O.C.
ENG. TRUSSES @ 24" O.C.
ENG. TRUSSES @ 24" O.C.
CALIF. FILL @ 24"O.C.
SEE TRUSS CO. DETAILS
ONLY NEW ROOF SHOWN
ADDITION :
OVERHANGS TO MATCH THE EXISTING OVERHANGS.
ROOF PITCH TO MATCH THE EXISTING ROOF. FASCIA
TO MATCH EXISTING. THESE FIGURES ARE ESTIMATES
AND WILL HAVE TO BE VERIFIED IN THE FIELD BY THE
CONTRACTOR PRIOR TO STARTING CONSTRUCTON. .
SHADED AREAS
TO BE CALIF. FILL
OVERHANGS:
ALL OVERHANGS
GABLE ENDS AND TOWERS
AND BAYS LENGTH TO BE ADJUSTED
IN THE FIELD TO MATCH THE
MAIN ROOF. THE FASCIA TO
MATCH THE MAIN ROOFGIRDER TRUSS4X10 FLUSH
SIMPSON HANGERS
ENG. TRUSSES
@ 24" O.C.
CMST16
ON 4X4
OR GIRDER TRUSS
L=17'
6X16 HDR
6X16 HDR
4X6
HDR
4X6
HDR
4X6
HDR
4X6
HDR
4X8
HDR
4X6
POST 4X6
POST
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
SIMPSON ST6224
@ SOLE PLATE,
TOP PLATE,
&24" O.C.
SIMPSON ST6224
@ SOLE PLATE,
TOP PLATE,
&24" O.C.
SIMPSON ST6224
@ SOLE PLATE,
TOP PLATE,
&24" O.C.
MST48
4X6
HDR
SIMPSON ST6224
@ SOLE PLATE,
TOP PLATE,
&24" O.C.
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
6 8
1/4"=1'0"
(760) 415-3660DANIELLE ALLEN
RTL
54'
19'14'6'15'
25'
47'
52'
5'
52'
4'11'
12'
2'
2'6"
12'6"
8'26'20'
54'
6'6"
5'6"
3'6"
4'16'
26
1'6"
16'
1'6"
2'
9'
FAU
4'6"4'
20'6"
4'6"
5'4'7'
20'6"
24
4'
6'6"
42'6"
13'
9'
22'
16'6"9'6"
26'8'6"
4'6"
17'6"
6'6"
3'6"
8'
5'6"
12'6"
17'6"
3'
10'
3'
16'6"
3'
8'
8'6"
7'
3'9"
6'
3'9"12'9"
2'
11'1'9"
4'
1'6"
4'6"
1'6"
GIRDER TRUSS
12-27-16
3'6"
30'
5'6"
4'4'6"
4'9"5'3"16'
1
1
1
L=5'0"
L=5'6"
1
L=6'6"
1
L=8'0"
1
L=8'6"
1 L=8'0"
ALL SHEAR WALLS TO EXTEND TO THE ROOF
SOLID SHEATH ENTIRE NEW ADDITION WITH
3/8" PLYWOOD [C-D,C-C,OR STRUCT.II]
NAILED WITH 8d @6" 0.C. B.N. & 12" 0.C. F.N.
EXECPT WHERE OCCURS
1
ALL SHEAR WALLS TO HAVE 5/8" X 10"
A.B. 7" INTO CONC. @2'0" O.C. W/ NUT
& WASHERS INSTALLED. MIN. 2 EACH PANEL
STHD10
STHD10
STHD10
STHD10
STHD10
STHD10
1 L=4'0"
1
L=4'75"
L=5'25"
STHD10 STHD10
STHD10
1L=11'0"
STHD10
4X8
HDR
4X6
POST 4X6
POST
48"X48"X18""
W/ (4) #5 BARS E.W.
48"X48"X18""
W/ (4) #5 BARS E.W.
CONTRACTOR TO CHECK FOR POST-TENSIONED FOUNDATION
AND CONTACT ENGINEER IF FOUND. IF THIS IS A POST-TENSIONED
FOUNDATION CAREFUL ATTENTION MUST BE TAKEN NOT TO
DAMAGE THE POST-TENSION CABLES. IF ANY DAMAGE TO
THE CABLES OCCURS CONTACT THE ENGINEER IMMEDIATELY.
ADDITION
FLOOR HEIGHT IN THE
ADDITION TO MATCH UP
WITH THE EXISTING
HOUSE FLOOR.
ONLY NEW FOUNDATION SHOWN
DOWELS
#5 BARS 30"LONG @2'0" O.C.
6"INTO EXISTING FOUNDATION&
PACKED WITH SIMPSON
SET-XP ICC-ES ESR-2508
DOWELS
#5 BARS 30"LONG @2'0" O.C.
6"INTO EXISTING FOUNDATION&
PACKED WITH SIMPSON
SET-XP ICC-ES ESR-2508
4" CONC. SLAB FLOOR
W/ /#3 BARS @ 18" O.C EW
OVER 4" OF SAND FILTER
W/ 6 MIL. VISQUEEN MEMBRANE
IN CTR OF SAND. SAW CUT SLAB
@ 10'0" O.C.E.W.
DOWELS
#5 BARS 30"LONG @2'0" O.C.
6"INTO EXISTING FOUNDATION&
PACKED WITH SIMPSON
SET-XP ICC-ES ESR-2508
4" CONC. SLAB FLOOR
W/ /#3 BARS @ 18" O.C EW
OVER 4" OF SAND FILTER
W/ 6 MIL. VISQUEEN MEMBRANE
IN CTR OF SAND. SAW CUT SLAB
@ 10'0" O.C.E.W.
*CONCRETE TO BE 2500 PSI
@ 28 DAYS MIN.
8"
MIN
18"
12"
4" SAND
2X STUDS @ 16" OC
NAT. SOIL
4" CONC SLAB
( 2 ) #5 BAR TOP&BOTTOM GRADE 40 STEEL
3"
MIN.
MIN.
3"
2X PRESSURE TREATED MUD SILL
ALL FOUNDATION BOLTS MUST BE HOT DIPPED ZINC COATED
GALVANIZED MIN. FOUNDATION BOLTS. MIN. OF TWO 5/8" DIA.
. X 14" [ 9" MIN. EMBEDMENT ] BOLTS WITH 3" X 3" X 0.229"
STEEL PLATE WASHERS ON EACH ANCHOR BOLT, 4" MIN.
& 12" MAX. FROM EACH END AND MAXIMUM SPACING = 4'0".
HOLD DOWN HARDWARE MUST BE SECURED IN PLACE
PRIOR TO FOUNDATION INSPECTION.SURFACE WATER WILL DRAIN AWAY
FROM BUILDING. THE GRADE SHALL
FALL A MINIMUM OF 5% WITHIN THE
FIRST 10 FEET[ 2% FOR IMPERVIOUS
SURFACES]. SECTION 1803.3
4" CONC. SLAB
W/ #3 BARS @ 18" O.C. E.W.
OVER 6 MIL VISQUEEN
MEMBRANE
OVER 4" OF SAND
& SAW CUT SLAB @ 10'0" O.C.E.W.
A
*CONTRACTOR TO COMPLY WITH ALL THE SOIL
REPORT RECOMMENDATIONS
* ALL HOLDDOWNS MUST BE TIED IN PLACE PRIOR TO
FOUNDATION INSPECTION
* INSPECTOR WILL RECHECK FOR EXPANSIVE
SOIL OR GRADING REQUIREMENTS AT FIRST INSPECTION.
* CONTRACTOR TO CHECK FOR CORRECT PLACEMENT
OF ALL HOLDDOWNS & CORRECT POST CONNECTORS
* CONTRACTOR TO CHECK WITH AN ENGINEER
FOR STRUCTURAL INTEGRITY AND LOCAL
CODES PRIOR TO PLACEMENT OF CONCRETE
* SEE SIMPSON CATALOG FOR INSTALLATION
OF ALL HOLDDOWNS
* MINIMUM DISTANCE FROM FOUNDATION TO
DAYLIGHT TO BE H/3 OR 7'0" WHICHEVER IS GREATER.
* ALL CONCRETE TO BE DONE IN A MONOLITHIC POUR
FOUNDATION PLAN
SCALE 1/4" =1'0"
A
6
B
6
A
6
A
6
A
6
C
6
D
6 FLOOR HEIGHT IN THE
ADDITION TO MATCH UP
WITH THE EXISTING
HOUSE FLOOR.
4" SAND W/
6 MIL VISQUEEN
MEMBRANE CTR. OF SAND
OR EXISTING
CONC. SLAB
2X STUDS @ 16" OC
NAT. SOIL
DRYWALL EACH SIDE
4" CONC SLAB
SEE PLAN
EXISTING
4" CONC SLAB
C
** SEE SOILS REPORT *
( 2 ) #5 BAR TOP&BOTTOM
3"
MIN.
MIN.
3"
2X PRESSURE TREATED MUD SILL
*CONCRETE TO BE 2500 PSI
@ 28 DAYS MIN.
4" CONC. SLAB
W/ #3 BARS @ 18" O.C. E.W.
OVER 4" OF SAND
& SAW CUT SLAB @ 10'0" O.C.E.W.
ALL FOUNDATION BOLTS MUST BE HOT DIPPED ZINC COATED
GALVANIZED MIN. FOUNDATION BOLTS. MIN. OF TWO 5/8" DIA.
. X 14" [ 9" MIN. EMBEDMENT ] BOLTS WITH 3" X 3" X 0.229"
STEEL PLATE WASHERS ON EACH ANCHOR BOLT, 4" MIN.
& 12" MAX. FROM EACH END AND MAXIMUM SPACING = 4'0".
HOLD DOWN HARDWARE MUST BE SECURED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
8"
18"
MIN.
15"CUT EXISTING SLAB AND
ADD NEW FOOTING
B
8"
18"
12"
( 2 ) #5 BAR TOP&BOTTOM
2X STUDS @ 16"
NAT. SOIL
1/2" DRYWALL EACH SIDE
4" CONC
6 MIL VISQUEEN
MEMBRANE CTR. OF SAND
2X PRESSURE TREATED MUD SILL
* SEE SOILS REPORT *
3"
MIN.
MIN.
MIN.
3"
*CONCRETE TO BE 2500 PSI
@ 28 DAYS MIN.
ALL FOUNDATION BOLTS MUST BE HOT
DIPPED ZINC COATED GALVANIZED
ALL FOUNDATION BOLTS MUST BE HOT DIPPED ZINC COATED
GALVANIZED MIN. FOUNDATION BOLTS. MIN. OF TWO 5/8" DIA.
. X 14" [ 9" MIN. EMBEDMENT ] BOLTS WITH 3" X 3" X 0.229"
STEEL PLATE WASHERS ON EACH ANCHOR BOLT, 4" MIN.
& 12" MAX. FROM EACH END AND MAXIMUM SPACING = 4'0".
HOLD DOWN HARDWARE MUST BE SECURED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
4" CONC. SLAB
W/ #3 BARS @ 18" O.C. E.W.
OVER 6 MIL VISQUEEN
MEMBRANE
OVER 4" OF SAND
& SAW CUT SLAB @ 10'0" O.C.E.W.
( 2 ) #5 BAR TOP&BOTTOM GRADE 40 STEEL
4" CONC. SLAB
W/ #3 BARS @ 18" O.C. E.W.
OVER 6 MIL VISQUEEN
MEMBRANE
OVER 4" OF SAND
& SAW CUT SLAB @ 10'0" O.C.E.W.
18"
15"
2X PRESSURE TREATED MUD
NAT. SOIL
8"
4" CONC. SLAB
D
NO STEM WALL WHERE
DOORS OR OPENINGS
OCCUR
* SEE SOILS REPORT *
MIN
MIN
MIN
3"
*CONCRETE TO BE 2500 PSI
@ 28 DAYS MIN.
3"
8"
SURFACE WATER WILL DRAIN AWAY
FROM BUILDING. THE GRADE SHALL
FALL A MINIMUM OF 5% WITHIN THE
FIRST 10 FEET[ 2% FOR IMPERVIOUS
SURFACES]. SECTION 1803.3
ALL FOUNDATION BOLTS MUST BE HOT DIPPED ZINC COATED
GALVANIZED MIN. FOUNDATION BOLTS. MIN. OF TWO 5/8" DIA.
. X 14" [ 9" MIN. EMBEDMENT ] BOLTS WITH 3" X 3" X 0.229"
STEEL PLATE WASHERS ON EACH ANCHOR BOLT, 4" MIN.
& 12" MAX. FROM EACH END AND MAXIMUM SPACING = 4'0".
HOLD DOWN HARDWARE MUST BE SECURED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
WASHER DRYER
NEW
3'0"X3'6"
SL
SHELVES & SHOES
2 6
26
LINEN24
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
7 8
1/4"=1'0"
(760) 415-3660DANIELLE ALLEN
RTL
3'6"X3'0"
SHOWER
W/TEMP
GLASS
5'0"X2'6"TUB &SHOWER2 6
26
26
LINENEXISTING
6'0"X6'8"
SL
EXISTING
2'0"X3'0"
SL
EXISTING
2'0"X3'0"
SL EXISTING
4'0"X2'0"
SL
EXISTING
4'0"X1'0"
SL26
3 0 3 0
16
26
FAU
36"
FP
NEW
16'0"X6'8"
SL
26
GARAGE
KITCHEN
LIVING ROOM
DINING ROOM
BEDROOM #2
BEDROOM#3
MASTER SUITE
ENTRY
PORCH
STORAGE
24
SERVICE
NEW
BEDROOM #4
WASHER DRYER
NEW FAMILY ROOM
2 6
NEW
2'0"X3'0"
SL
NEW
2'0"X3'0"
SL
DWREFG.RANGENEW
12'0"X6'8"
SL
W/HWATER HEATER
TANKLESS RHEEM
W14-7/8"X D11-1/8"
X H25-3/8" MIN. 12"
ABOVE GROUND
NEW
2'0"X3'0"
SH
28
28
8'3"+OR- CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3"+OR- CEILING
8'3/4" CEILING
8'3/4" CEILING
8'3/4" CEILING
NEW GIRDER TRUSS
12-27-16
NEW HEAT DUCT
NEW HEAT DUCT
USE EXISTING FAU
NEW HEAT DUCT
NEW HEAT DUCT
26
EXH. FAN PROVIDING TEN
AIR CHANGES PER HOUR
DUCTLESS FANS ARE NOT
ACCEPTABLE DISCHARGE
POINT FOR EXHAUST AIR
TO BE AT LEAST 3 FEET
FROM ANY OPENING
WHICH ALLOWS AIR
ENTRY INTO OCCUPIED
PORTIONS OF THE BUILDING
NUTONE #ZN110HL DUCT AS PR
MANUFACTURES SPEC.
110 CFM ENERGY STAR RATED
ULTRA GREEN W/ HUMIDISTAT
& MOTION SENSING SOUND RATING
0.3 SONES UL APPROVED FOR OVER
TUBS OR SHOWERS
220V
VS
0SP
F-S
WPGFCI
S
ALL ROOMS AND OUTDOOR LIGHTING
TO HAVE HIGH EFFICACY LIGHT FIXTURES
[ FLUORESCENT WITH GU24 SOCKETS ]
NO MEDIUM BASE INCANDESCENT LAMP SOCKETS
ARE PERMITTED FOR HIGH EFFICACY LIGHT FIXTURES
ALL ELECTRICAL WORK TO BE DONE AS PER CEC.
ALL APPLIANCES TO HAVE SEPARATE DEDICATED CIRCUITS
AND SIZED ACCORDING TO THE APPLIANCE SPECIFICATIONS
SUCH AS , REFG., DISHWASHER, TRASH COMPACTOR,
GARBAGE DISP., OVEN, RANGE, MICROWAVE, FAU., AIR COND.,
VAC., ECT. THE ELECTRICIAN TO CHECK WITH THE OWNER FOR
THE PLACEMENT AND NUMBER OF TELEVISION, TELEPHONE,
& INTERCOM OUTLETS.
TELEVISION, PHONE & TELEPHONE
OUTLETS IN EVERY ROOM
CHECK WITH OWNER FOR
PLACEMENT
* ALL BATHROOMS AND KITCHENS TO HAVE FLUORESCENT
[40 LUMENS PER WATTOR GREATER] GENERAL LIGHTING PER CEC, TITLE 24
FIXTURES MUST BE OF THE BALLASTED
TYPE THAT CAN ONLY ACCEPT FLUORESCENT BULBS.
NOTE:
PER THE 2013 CEC ELECTRICAL CODE ARTICLE 210.12 ARC-FAULT CIRCUIT-INTERRUPTER
PROTECTION IS REQUIRED IN ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH
CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS,
PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,
HALLWAYS, OR SIMILAR ROOMS OR AREAS.
ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING
A PERMIT AND HAVING A VALUATION IN EXCESS OF $1,000, AND APPROVED CARBON MONOXIDE
ALARM SHALL BE INSTALLED IN DWELLING UNITS THAT AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING
APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES SHALL BE PROVIDED
WITH A CARBON MONOXIDE ALARM
A. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING
UNIT FOR WHICH THE PERMIT WAS OBTAINED. CARBON MONOXIDE ALARMS REQUIRED BY THE CEC
AND SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS.
B. OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM[S]
C. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.
D. WHERE MORE THAT ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING
UNIT OR WITHIN A SLEEPING UNIT THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT THE ACTIVATION
OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT.
E. CRC MULTIPLE-PURPOSE ALARMS, CARBON MONOXIDE ALARMS COMBINED WITH SMOKE
ALARMS SHALL COMPLY WITH ALL APPLICABLE STANDARDS, AND REQUIREMENTS FOR LISTING
AND APPROVAL BY THE OFFICE OF THE STATE FIRE MARSHALL FOR SMOKE ALARMS.
ALL ELECTRICAL OUTLETS SPECIFIED IN CEC SHALL BE TAMPER RESISTANT
HIGH EFFICACY LUMINARIES OTHER THAN OUTDOOR HID:
CONTAIN ONLY HIGH EFFICACY LAMPS AS OUTLINED IN
TABLE 150-C, AND DO NOT CONTAIN A MEDIUM BASE
SCREW SOCKET[E24/E26]. BALLASTS FOR LAMPS 13
WATTS OR GREATER ARE ELECTRIC AND HAVE
OUTPUT FREQUENCY NO LESS THAN 20 kHz..
HIGH EFFICACY LUMINARIES - OUTDOOR HID: CONTAIN ONLY
HIGH EFFICACY LAMPS AS OUTLINED IN TABLE 150-C,
LUMINAIRE HAS FACTORY INSTALLED HID BALLAST.
OCCUPANT SENSORS: SHALL COMPLY WITH SECTION
119[ D ] AND SHALL NOT TURN ON AUTOMATICALLY OR
HAVE AN ALWAYS ON OPTION.
LUMINAIRES THAT ARE RECESSED IN INSULATED CEILINGS
ARE APPROVED FOR ZERO CLEARANCE INSULATION COVER
[IC] AND ARE CERTIFIED TO ASTM E283 AND LABELED AS
AIR TIGHT [ AT ] TO LESS THAN 2.O CFM AT 78 PASCALS
AN INTERMITTENTLY OR CONTINUOUSLY OPERATING LOCAL MECHANICAL
EXHAUST SYSTEM [ WITH OUTDOOR AIR] SHALL BE INSTALLED IN EACH
KITCHEN AND BATHROOM COMPLYING WITH ASHRAE STANDARD 62.2-2007
AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION. INTERMITTENT
LOCAL VENTILATION EXHAUST AIRFLOW RATES SHALL BE 50 CFM IN
BATHROOMS AND 100 CFM IN KITCHENS. CONTINUOUS LOCAL VENTILATION
EXHAUST AIRFLOW RATES SHALL BE 20 CFM IN BATHROOMS AND 5 ACH
[AIR CHANGES/HOUR] IN KITCHENS BASED ON KITCHEN VOLUME.
MANDATORY (CBEES 150.0(K)
A) BATHROOMS: LIGHTING FIXTURES AND SWITCHES SHOWN
ON FLOOR OR UTILITY PLANS SHALL DEMONSTRATE THE
FOLLOWING:
AT LEAST ONE HIGH-EFFICACY FIXTURE SHALL BE INSTALLED
IN EACH BATHROOM. ALL OTHER BATHROOM LIGHTING SHALL
BE HIGH EFFICACY OR CONTROLLED BY A VACANCY SENSOR.
B) GARAGES, LAUNDRY ROOMS , AND UTILITY ROOMS: LIGHTING
FIXTURES AND SWITCHES SHOWN ON FLOOR PR UTILITY
PLANS SHALL DEMONSTRATE ALL LIGHTING IS HIGH EFFICACY
AND CONTROLLED BY A VACANCY SENSOR
C) ROOMS OTHER THAN KITCHENS, BATHROOMS, GARAGES,
LAUNDRY ROOMS, OR UTILITY ROOMS: LIGHTING FIXTURES
AND WITCHES
SHOWN ON FLOOR OR UTILITY PLANS SHALL DEMONSTRATE
ALL LIGHTING IS HIGH EFFICACY OR CONTROLLED BY EITHER
A VACANCY SENSOR OR DINNER.
D) OUTDOOR LIGHTING : LIGHTING FIXTURES AND SWITCHES
SHOWN ON FLOOR OR UTILITY PLANS SHALL DEMONSTRATE
ALL LIGHTING IS HIGH EFFICACY EXCEPTION : LOW-EFFICACY
LIGHTING CONTROLLED BY A MOTION SENSOR AND EITHER
A PHOTO CELL OR ASTRONOMICAL TIME CLOCK
VACANCY SENSOR SWITCH TO BE USED IN GARAGES,
SERVICE, AND LAUNDRYS.
BRANCH CIRCUITS FOR ALL ROOMS
(EXCEPT KITCHEN, BATHROOMS, & GARAGE)
WILL BE ARC FAULT
CIRCUIT PROTECT PER [CEC 210.12]
ALL APPLIANCES TO HAVE SEPARATE DEDICATED CIRCUITS
AND SIZED ACCORDING TO THE APPLIANCE SPECIFICATIONS
SUCH AS , REFG., DISHWASHER, TRASH COMPACTOR,
GARBAGE DISP., OVEN, RANGE, MICROWAVE, FAU., AIR COND.,
VAC., ECT. THE ELECTRICIAN TO CHECK WITH THE OWNER FOR
THE PLACEMENT AND NUMBER OF TELEVISION, TELEPHONE,
& INTERCOM OUTLETS.
ELECTRICAL BOXES LOCATED IN FIRE RESISTIVE ASSEMBLIES
MUST BE HORIZONTALLY SEPARATED BY NOT LESS THAN 24"
ELECTRICAL BOXES LOCATED IN FIRE RESISTIVE ASSEMBLY
MUST BE LISTED FOR THE RATING OF THE ASSEMBLY.
ALL ELECTRICAL WORK TO BE DONE AS PER CEC.
ALL GARAGE CIRCUITS TO TO BE NO LESS THAN 20 AMP.
ALL BEDROOMS TO BE ON A MINIMUM OF TWO SEPARATE
CIRCUITS WITH NO LESS THAN 20 AMP. EACH
ALL BEDROOM BRANCH CIRCUITS WILL BE
ARC FAULT CIRCUIT PROTECTED. PER CEC.
ELECTRICIAN TO CHECK WITH THE OWNER
FOR THE PLACEMENT AND THE NUMBER OF
RECESSED CAN LIGHTS
*SMOKE DETECTOR TO BE PERMANENTLY WIRED IN
WITH A BATTERY BACKUP. SMOKE DETECTORS TO
BE LOCATED CENTRALLY IN CORRIDOR OR AREA
GIVING ACCESS TO SLEEPING ROOMS. WHEN SLEEPING
ROOMS ARE UPSTAIRS, AT THE UPPER LEVEL IN CLOSE
PROXIMITY TO THE STAIR. IN ROOMS ADJACENT TO
HALLWAYS SERVING BEDROOMS, WHEN SUCH ROOMS
HAVE A CEILING HEIGHT 24 INCHES OR MORE ABOVE
THE CEILING HEIGHT IN THE HALLWAY. SMOKE DETECTORS
SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS
OF THE UNIT CBC 907.2.10.1.2
*BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY
A MINIMUM OF ONE 20-AMPERE BRANCH CIRCUIT. SUCH
CIRCUITS SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT
MAY SERVE MORE THAN ONE BATHROOM
*ELECTRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE
WITH CEC
* ELECTRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE
WITH CEC.
*LIGHTING OUTLETS CONTROLLED BY A WALL SWITCH SHALL
BE PROVIDED IN ACCORDANCE WITH NEC.
*LIGHTING FIXTURES INSTALLED IN CLOTHES CLOSETS SHALL
COMPLY WITH CEC.
* ALL BATHROOMS AND KITCHENS TO HAVE FLUORESCENT
[40 LUMENS PER WATT] GENERAL LIGHTING PER CEC,
* CONVENIENCE OUTLETS IN BATHROOMS, KITCHEN COUNTER TOPS,
OUTDOORS,AND IN GARAGES AND BASEMENTS [ OTHER THAN FOR
LAUNDRY AND SIMILAR EQUIPMENT] SHALL BE GFIC PROTECTED.,
ART. 210-8 *ELECTRICAL OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH CEC 210-8
ALL WIRING SHALL COMPLY WITH THE NATIONAL
ELECTRICAL CODE. ALL APPLIANCES TO BE
INSTALLED AS PER MANUFACTURES SPECS.
TELEVISION, PHONE & TELEPHONE
OUTLETS IN EVERY ROOM
CHECK WITH OWNER FOR
PLACEMENT
* ALL BATHROOMS AND KITCHENS TO HAVE FLUORESCENT
[40 LUMENS PER WATTOR GREATER] GENERAL LIGHTING PER CEC, TITLE 24
FIXTURES MUST BE OF THE BALLASTED
TYPE THAT CAN ONLY ACCEPT FLUORESCENT BULBS.
110V SMOKE DET.
PERMANENTLY WIRED
IN W / BATT. BACK UP
& CARBON MONOXIDE
ALARM INSTALLED IN ALL BEDROOMS
AND CENTRALLY LOCATED IN
THE HALL.
ONLY NEW ELECTRIAL SHOWN
NEW ELECTRICAL PLAN
SCALE 1/4" = 1'0"
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
GFCI
GFCI
GFCI
GFCI GFCI
S
S
F-S
F-S
F-S
F-S
F-S
F-S F-SF-S
F-SF-S
F-SF-S
F-SF-S
0SP
F-S
F-S
WPGFCI
FLOOR OUTLET
SEE OWNER
FOR PLACEMENT
AFCI
ALL GARAGE OUTLETS TO
BE G.F.C.I. PROTECTED GAS
METER ATTICACCESS22"X36"F-S
GAS
METER
MOVE EXISTING
200 AMP. METER
PANEL AND SERVICE ENTRANCE.
NO CHANGE
MOVE GAS METER
AFCI
0SP
GFCI
GFCI
WPGFCI
0SP
WPGFCI
EXH. FAN PROVIDING TEN
AIR CHANGES PER HOUR
DUCTLESS FANS ARE NOT
ACCEPTABLE DISCHARGE
POINT FOR EXHAUST AIR
TO BE AT LEAST 3 FEET
FROM ANY OPENING
WHICH ALLOWS AIR
ENTRY INTO OCCUPIED
PORTIONS OF THE BUILDING
NUTONE #ZN110HL DUCT AS PR
MANUFACTURES SPEC.
110 CFM ENERGY STAR RATED
ULTRA GREEN W/ HUMIDISTAT
& MOTION SENSING SOUND RATING
0.3 SONES UL APPROVED FOR OVER
TUBS OR SHOWERS
220V
VS
0SP
D-S
GFCI
AFCI
F-S
(SIZE)110V SMOKE DET.
PERMANENTLY WIRED
IN W / BATT. BACK UP
& CARBON MONOXIDE
ALARM
OR
WPGFCI
S
ELECTRICAL PLAN LEGEND
110V
ELECTRIC
OUTLETS
FLOURESCENT SWITCH
GROUND-FAULT CKT INTERRUPTER
ARC FAULT CIRCUIT PROTECTED
REC'D LIGHT FIXTURE FLOURESCENT
W/ BALLASTS LIGHTS TO HAVE
EFFICIENCY OF AT LEAST 40
LUMENS PER WATT
LIGHT FIXTURE
FLOURESCENT
W/ BALLASTS
LIGHTS TO HAVE
EFFICIENCY OF
AT LEAST 40
LUMENS PER WATT
DIMMER SWITCH
VACANCY
SENSOR SWITCH
OCCUPANT SENSOR
SWITCH W/ PHOTO CONTROL
WATERPROOF 110V ELECTRIC OUTLETS
SWITCH
DISCONNECT
2016 ENERGY LIGHTING STANDARDS
KITCHEN
BATHROOM
GARAGE, LAUNDRY ROOM,
UTILITY ROOM
OUTDOOR LIGHTING
ATTACHED TO
BUILDINGS
COMMON AREAS OF LOW RISE
RESIDENTIAL BUILDINGS WITH
4 OR MORE DWELLING UNITS
RESIDENTIAL PARKING LOTS
AND GARAGES FOR 8 OR
MORE VEHICLES
HIGH EFFICACY OR OCCUPANCY SENSOR
MUST MEET NONRESIDENTIAL LIGHTING STANDARDS
LIGHTING FIXTURES AND SWITCHES
SHOWN ON FLOOR OR UTILITY PLANS SHALL DEMONSTRATE
ALL LIGHTING IS HIGH EFFICACY EXCEPTION : LOW-EFFICACY
LIGHTING CONTROLLED BY A MOTION SENSOR AND EITHER
A PHOTO CELL OR ASTRONOMICAL TIME CLOCK
BATHROOMS: LIGHTING FIXTURES AND SWITCHES SHOWN
ON FLOOR OR UTILITY PLANS SHALL DEMONSTRATE THE
FOLLOWING:
AT LEAST ONE HIGH-EFFICACY FIXTURE SHALL BE INSTALLED
IN EACH BATHROOM. ALL OTHER BATHROOM LIGHTING SHALL
BE HIGH EFFICACY OR CONTROLLED BY A VACANCY SENSOR.
FIXTURES AND SWITCHES SHOWN ON FLOOR FOR UTILITY
PLANS SHALL DEMONSTRATE ALL LIGHTING IS HIGH EFFICACY
AND CONTROLLED BY A VACANCY SENSOR
AT LEAST HALF THE INSTALLED WATTAGE OF LUMINARIES
[ EXCEPT LIGHTING INTERNAL TO CABINETS] IN KITCHENS
SHALL BE HIGH EFFICACY: LOW EFFICACY FIXTURES MUST
BE SWITCHED SEPARATELY. LIGHTING INTERNAL TO
CABINETS SHALL USE NO MORE THAN 20W OF POWER PER
LINEAR FOOT OF ILLUMINATED CABINET.
(760) 724-4159 DRAWING NUMBER
SCALE:
DATE:
OWNERS NAME
CONTRACTOR:DRAWN BY:
APN.
OF
OWNERS PHONE#
RONS
HOUSE PLANS
8
AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED
AT THE TIME OF FINAL INSPECTION SHALL BE
WEATHER-BASED( CGBSC 4.304.1)
JOINTS AND OPENINGS, ANNULAR SPACES AROUND PIPES,
ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN
PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST
THE PASSAGE OF RODENTS BY CLOSING SUCH OPENING WITH
CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD
ACCEPTABLE TO THE ENFORCING AGENCY (CGBSC 4.406.1)
CAL GREEN APPLIES TO ALL NEW RESIDENTIAL
OCCUPANCIES INCLUDING LOW RISE AND HIGH
RISE BUILDINGS . IT ALSO APPLIES TO ALL RESIDENTIAL
ALTERATIONS AND ADDITIONS WHERE THE ADDITIONS
OR ALTERATION INCREASES THE BUILDING'S CONDITIONAL
AREA VOLUME OR SIZE . THE REQUIREMENTS APPLY ONLY
TO WITHIN THE SPECIFIC AREA OF THE ALTERATION OR ADDITION
THE CALIFORNIA GREEN BUILDING CODE APPLIES TO ALL RESIDENTIAL BUILDING WHICH ARE
UNDER THE JURISDICTION OF HCD:
THE INCLUDES ALL BUILDING WITH AN OF THE FOLLOWING OCCUPANCIES : SINGLE FAMILY
DWELLINGS, DUPLEXES, HOTELS, MOTELS, APARTMENTS, CONDOMINIUMS, RAW HOMES, ECT.
ADHESIVES, SEALANTS AND CAULKS SHALL
BE COMPLIANT WITH VOC AND OTHER TOXIC
COMPOUND LIMITS (CGBS4.504.2.1)
PAINTS,STAINS AND OTHER COATINGS SHALL
BE COMPLIANT WITH VOC LIMITS (CGBSC 4.504.2)
AEROSOL PAINTS AND COATING SHALL BE COMPLIANT
WITH PRODUCT WEIGHTED MIR LIMITS OF VOC AND
OTHER TOXIC COMPOUNDS' (CGBSC 4.504.2.3)
DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT
VOC LIMIT FINISH MATERIALS HAVE BEEN USED. A LETTER FROM
THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT
MATERIAL HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE
MUST BE SUBMITTED TO THE BUILDING INSPECTOR. ( CGBS 4.504.2.4)
CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS.
A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING
WHAT MATERIAL HAS BE USED AND ITS COMPLIANCE WITH THE CODE
MUST BE SUBMITTED TO THE BUILDING INSPECTOR ( CGBSC 4.504.3 )
FIFTY PERCENT OF FLOOR AREA RECEIVING RESILIENT
FLOORING SHALL COMPLY WITH THE VOC EMISSIONS
LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH
PERFORMANCE SCHOOLS ( CHPS)
LOW-EMITTING MATERIALS LIST OR BE CERTIFIED
AND THE RESILIENT FLOOR COVERING INSTITUTE
(RCFI ) FLOOR SCORE PROGRAM CGBSC 4.504.4
DUCT OPENINGS AND OTHER RELATED
AIR DISTRIBUTION OPENINGS ARE TO BE SEALED,
AND MECHANICAL EQUIPMENT IS
TO BE COVERED,
DURING CONSTRUCTION ENDS OF ALL
CGC 4.504.1
MINIMUM OF 65% OF CONSTRUCTION WASTE GENERATED
AT THE SITE IS DIVERTED TO RECYCLED OR
SALVAGE PER. CGC 4.408.1
BEFORE FINAL INSPECTION A COMPLETE OPERATION AND
MAINTENANCE MANUAL SHALL BE PROVIDED TO BUILDING
OCCUPANT OR OWNER . CONTRACTOR OR OWNER SHALL
SUBMIT AN AFFIDAVIT THAT CONFIRMS THE DELIVERY OF
MAINTENANCE MANUAL (CGBSC4.410.1)
GLAZING FRAMES MADE OF VINYL MATERIALS
SHALL HAVE WELDED CORNERS, METAL
REINFORCEMENT IN THE INTERLOCK AREA,
AND BE CERTIFIED TO THE MOST CURRENT
EDITION OF ANSI/AAMA/NWWDA 101/I.S.2
STRUCTURAL REQUIREMENTS (CRC R327.8.2.1.1)
"PER 2013 SGBSC SEC 4.303.2 PLUMBING FIXTURES
(WATER CLOSETS AND URINALS) AND FITTING
( FAUCETS AND SHOWERHEADS) SHALL BE INSTALLED
IN ACCORDANCE WITH THE CALIFORNIA PLUMBING
CODE ( CPC ) AND TABLE 1401.1 OF THE CPC. "
PROVIDE ULTRA LOW FLUSH TOILETS
ALL PLUMBING FIXTURES AND FITTINGS WILL BE WATER CONSERVING
AND WILL COMPLY WITH THE 2013 CGBSC SEC.4.303.1
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.
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.
PARTICLEBOARD, MEDIUM DENSITY FIBERBOARD (MDF ),
AND HARDWOOD PLYWOOD USED IN INTERIOR FINISH
SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE
EMISSION STANDARDS. A LETTER FROM THE FROM
THE INSTALLER AND OR THE BUILDING
OWNER CERTIFIED WHAT MATERIAL HAS BEEN USED
AND DOCUMENTING ITS COMPLIANCE WITH THE CODE
MUST BE SUBMITTED TO THE BUILDING INSPECTOR (CGBSC4.504.5)
BUILDING MATERIALS WITH VISIBLE SIGNS
OF WATER DAMAGE SHALL NOT BE INSTALLED.
WALLS AND FLOORS FRAMING SHALL NOT
BE ENCLOSED WHEN FRAMING MEMBERS
EXCEED 19% MOISTURE CONTENT
B] MOISTURE CONTENT OF BUILDING MATERIALS USED IN
WALLS AND FLOOR FRAMING IS TO BE CHECKED FOR THE
MINIMUM REQUIREMENTS BEFORE ENCLOSURE. MOISTURE
CONTENT SHALL BE VERIFIED BY EITHER A PROBE TYPE OR
CONTACT TYPE MOISTURE METER.
A CERTIFICATE OF COMPLIANCE INDICATION DATE OF
TEST LOCATION AND RESULTS ISSUED BY A THE FRAMER
SUBCONTRACTOR OR GENERAL CONTRACTOR MUST BE SUBMITTED
TO THE BUILDING INSPECTOR (CGBSC 4.505.3)
"PER 2013 GREEN CODE SEC 4.506.1 MECHANICAL EXHAUST
FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL
COMPLY WITH THE FOLLOWING:
1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED
TO TERMINATE OUTSIDE THE BUILDING.
2. UNLESS FUNCTIONING AS COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM. FANS MUST BE CONTROLLED BY A
HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE .
HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT
BETWEEN A RELATIVE HUMIDITY RANG OF 50 TO 80%."
A MECHANICAL EXHAUST SYSTEM SUPPLY SYSTEM, OR COMBINATION THEREOF
SHALL BE INSTALLED FOR EACH DWELLING UNIT TO PROVIDE WHOLE-BUILDING
VENTILATION WITH OUTDOOR AIR COMPLYING WITH ASHRAE STANDARD 62.2-2007
AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION.
I.A.Q. WHOLE-BUILDING VENTILATION CALCULATION
ASHRAE 62.2 EQ. 4.1a: Qfan = 0.01 x 900 + 7.5(4+1) = 46.5 CFM
PER TABLE 5.1: INTERMITTENT LOCAL VENTILATION EXHAUST, PROVIDE 68
CFM MINIMUM
FAN LOCATION:
HALL
FAN MODEL TYPE: AIR KING MODEL AK80LS-1 ENERGY STAR
80 CFM @ 1.0 SONES
DUCT TYPE:
4" DIAMETER SMOOTH WALL G.S. DUCT. LOCATE IN ATTIC
THRU ROOF TO OUTSIDE AIR. MAXIMUM ALLOWABLE DUCT
LENGTH 35 FEET. (PER ASHRAE 62.2 TABLE 7.1)
CONTROL:
STANDARD ON/OFF SWITCH LABELED
TO COMMUNICATE FUNCTION.
CONTROL NOTE:
A LABEL OR SIGN IS REQUIRED AT THE CONTROLLER OR
SWITCH TO INFORM THE OCCUPANT THAT THE FAN IS A
WHOLE HOUSE VENTILATION FAN THAT SHOULD OPERATE
WHENEVER THE HOME IS OCCUPIED.
AN INTERMITTENTLY OR CONTINUOUSLY OPERATING LOCAL MECHANICAL EXHAUST
SYSTEM (WITH OUTDOOR AIR) SHALL BE INSTALLED IN EACH KITCHEN AND
BATHROOM COMPLYING WITH ASHRAE STANDARD 62.2-2007 AS ADOPTED BY THE
CALIFORNIA ENERGY COMMISSION. INTERMITTENT LOCAL VENTILATION EXHAUST
AIRFLOW RATES SHALL BE 50 CFM IN BATHROOMS AND 100 CFM IN KITCHENS.
CONTINUOUS LOCAL VENTILATION EXHAUST AIRFLOW RATES SHALL BE 20 CFM IN
BATHROOMS AND 5 ACH (AIR CHANGES/HOUR) IN KITCHENS BASED ON KITCHEN
VOLUME.
1/4"=1'0"RTL
11 CONTRACTOR SHALL CHECK ALL DIMENSIONS, AND NOTIFY ENGINEER OF ANY DISCREPENCIES PRIOR TO STARTING CONSTRUCTIONB
29 THE OWNER AGREES TO THE AFORE MENTIONED CONDITIONS BY ACCEPTING THESE PLANS AND AGREES TO FURNISH NEW OWNER WITH A COPY
NOTES
14 PROVIDE ATTIC VENTAREA MORE THAN 1/150TH OF THE ATTIC AREA. AS PER C.B.C..
25 ALL CONCRETE AND STUCCO WILL CRACK, THE CONTRACTOR SHALL TAKE PRECAUTIONS TO LIMIT THIS CRACKING.
30 THIS HOUSE SHALL CONFORM TO THE STATE OF CALIF. ENERGY COMMISSIONS TITLE 24 REGULATIONS.
28 ALL NAILS SHALL BE COMMON WIRE AND SHALL BE PER CBC.
27 ALL NAILING AND NAILING CONNECTIONS SHALL CONFORM TO THE CBC
26 ALL FRAMING TO BE DONE IS A GOOD WORKMAN LIKE MANNER AND TO CONFORM TO THE CBC.
24 ALL MECHANICAL WORK SHALL BE DONE IN A GOOD WORKMAN LIKE MANNER AND CONFORM TO CMC
23 ALL PLUMBING WORK SHALL BE DONE IN A GOOD WORKMAN LIKE MANNER AND CONFORM TO THE CPC
22 ALL ELECTRICAL WORK SHALL BE DONE IN A GOOD WORKMAN LIKE MANNER AND CONFORM TO THE CEC
21 RON IS A DRAFTSMAN WHO IS WORKING FOR YOU AS YOUR EMPLOYEE. YOU THE EMPLOYER TO PROVIDE ALL INSURANCE'S FOR THIS JOB
20 ALL ROOFING TO BE WATERPROOF AND INSTALLED AS PER MANUFACTURES SPECIFICATIONS AND DONE IN A GOOD WORKMAN LIKE MANNER.
19 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40. ALL BOLTS SHALL COMPLY WITH ASTM A-307
18 CERAMIC TILE TO BE SET IN FULL BED OF MORTAR ON 15# FELT OR BETTER. CONTRACTOR TO TAKE PRECAUTIONS TO MINIMIZE CRACKING.
PRECAUTIONS SHALL BE TAKEN TO MAXIMIZE WATERPROOFING. ALL WORK TO BE DONE IN A GOOD WORKMAN LIKE MANNER.
15 BRACE RIDGE AND PURLINS ,HIPS, AND VALLEYS TO INTERIOR BEARING WALLS @6'0" O.C.MIN. U.N.O.
16 SEE SIMPSON CATALOGUE FOR CORRECT CONNECTOR AND NUMBER AND PLACEMENT PRIOR TO ORDERING.
13 ALL BEDROOMS TO HAVE AT LEAST ONE WINDOW WITH A MAX. SILL HEIGHT OF 42" AND WITH A OPENABLE AREA OF NOT LESS THAN
5.7 SQ. FT. , 24" NET CLEAR OPENING HEIGHT, 20" NET CLEAR OPENING WIDTH. C.B.C.
12 DRY WALL, LATH & PLASTER , STUCCO CONTRACTORS TO TAKE PRECAUTIONS TO MINIMIZE CRACKING. PRECAUTIONS SHALL BE TAKEN
TO MAXIMIZE WATERPROOFING. ALL WORK SHALL COMPLY WITH THE CB.C
10 WALL BRACING IN EVERY STUD WALL WITH 1X6 LET IN BRACES AT NO MORE THAN 60 DEG. NOR LESS THAN 45 DEG. FROM HORIZONTAL,
OR PLYWOOD SHEAR PANEL BRACE, FROM EACH CORNER AND EVERY 25' OF LINEAL WALL.
9 ALL STUD WALLS TO HAVE A DOUBLE TOP PLATES WITH A MIN. 48" LONG LAP SPLICES.
8 CUTTING, NOTCHING AND DRILLING OF STUD WALLS SHALL COMPLY WITH THE C.B.C. .
7 EVERY OPENING IN ANY EXTERIOR WALL SHALL BE FLASHED WITH SHEET METAL AND OR WATERPROOF BUILDING PAPER.
6 ALL CRIPPLE WALLS 14" OR LESS IN HEIGHT SHALL BE SOLID BLOCKED.
5 ALL FRAMING LUMBER TO BE D.F.#2 OR BETTER ,AND USE D.F.S.S. FOR BEAM 6" OR LARGER
4 MAXIMUM BRACED HEIGHT FOR STUDS OF NON-BEARING WALLS IS AS FOLLOWS: 2X4&3X4 IS 14', 2X5 IS 16',AND 2X6 IS 20'
3 MAXIMUM UNBRACED HEIGHT FOR 2X4,3X4,2X5,2X6 STUDS IS 10' FOR BEARING WALLS
1 DIMENSIONS HAVE PREFERENCE TO SCALE.
2 BALLOON FRAME ALL WALLS OF ROOMS WITH SLOPING CEILINGS. 1/2" CLEAR BETWEEN TRUSSES AND NON-BEARING PARTITIONS.
17 DRAFTSMANS RESPONSIBILITY IS LIMITED ONLY TO ASSISTING THROUGH PLAN CHECK. OWNER TO CHECK WITH STRUCTURAL ENGINEER FOR
LATERAL & VERTICAL ANALYSIS AND THE STRUCTURAL INTEGRITY, ECT. PRIOR TO CONSTRUCTION. DRAFTSMANS MAXIMUM
LIABILITY SHALL NOT BE GREATER THAN THE COST OF THE PLANS
TABLE FASTENING SCHEDULE2013 CALIFORNIA BUILDING CODE
CONNECTION
1. Joist to sill or girder
FASTENING LOCATIONa,m
3-8d common [2-1/2"x.0 131"]
3- 3"x 0.131" nails
3- 3" 14gage staples
2-16d common [3-1/2"x0.162"]
toenail
2. BRIDGING TO JOIST 2-8d common [2-1/2"x 0.131"]
2- 3"x 0.131" nails
2- 3" 14guage staples toenail each end
3. 1"x6" subfloor or less to each joist 2-8d common [2-1/2"x.0.131"]face nail
4. wider than 1"x6" subfloor each joist 3-8d common [2-1/2"x 0.131"]face nail
5. 2" subfloor to joist or girder blind and face nail
6. sole plate to joist or blocking
sole plate
to joist or blocking at braced wall panel
16d common [3-1/2"x0.162"] at 16" o.c.
3"x 0.131" nails at 8" o.c.
3" 14 gage staples at 12"o.c.
3"=16d common [3-1/2"x0.162"] at 16" o.c.
4-3"x 0.131" nails at 16"
4-3" 14 gage staples per 16"
typical face nail
braced wall panels
7. top plate to stud 2-16d common [3-1/2"x0.162"]
3- 3"x 0.131" nails
3- 3" 14gage staples
end nailed
8. stud to sole plate end nailed4-8d common [2-1/2"x.0 131"]
4- 3"x 0.131"
4- 3"x.14gage staple
2-16d common [3-1/2"x0.162"]
3- 3"x 0.131" nails
3- 3" 14gage staples end nailed
9. double studs 16d common [3-1/2"x0.135"] at 24" o.c.
3"x 0.131" nails at 8" o.c.
3" 14 gage staples at 8"o.c.
face nail
10. double top plates
double top plates
16d common [3-1/2"x0.135"] at 16" o.c.
3"x 0.131" nails at 12" o.c.
3"x14 gage staples at 12"o.c.
[8]16d common [3-1/2"x0.162"]
[12] 3"x 0.131" nails
[12] 3" 14 gage staples
typical face nail
lap splice
11. blocking between joist or rafters to top plate 3-8d common [2-1/2"x.0 131"]
3- 3"x 0.131" nails
3- 3" 14gage staples
toe nail
12.rim joist to top plate 8d common [2-1/2"x.0 131"] at 6" o.c.
3"x 0.131" at 6" o.c.
3" 14gage staple at 6" o.c.
toe nail
13. top plates, laps and intersections 2-16d common [3-1/2"x0.162"]
3- 3"x 0.131" nails
3- 3" 14gage staples
face nail
14. continuous header, two pieces 16d common [3-1/2"x0.162"]16" o.c. along edge
15. ceiling joists to plate 3-8d common [2-1/2"x.0 131"]
5- 3"x 0.131" nails
5- 3" 14gage staples
toe nail
16. continuous header to stud 4-8d common [2-1/2"x.0 131"]toe nail
17. ceiling joists, laps over partitions
[see section 2308.10.4.1, table 2308.10.4.1]
3-16d common [3-1/2"x0.162"]minimum
table 2308.10.4.1
4- 3"x 0.131" nails
4- 3" 14gage staples
face nail
18. ceiling joists parallel rafters
[see section 2308.10.4.1, table 2308.10.4.1]
3-16d common [3-1/2"x0.162"]minimum
table 2308.10.4.1
4- 3"x 0.131" nails
4- 3" 14gage staples
face nail
19. rafter to plate
[see section 2308.10.4.1, table 2308.10.4.1]
3-8d common [2-1/2"x.0 131"]
3- 3"x 0.131" nails
3- 3" 14gage staples
toe nail
20. 1" diagonal brace to each stud and plate 2-8d common [2-1/2"x.0 131"]
2- 3"x 0.131" nails
3- 3" 14gage staples face nail
21. 1"x8" sheathing to each bearing 3-8d common [2-1/2"x.0 131"]face nail
22. wider than 1"x8" sheathing to each bearing 3-8d common [2-1/2"x.0 131"]face nail
23. built-up corner studs 16d common [3-1/2"x0.162"]
3"x 0.131" nails
3" 14gage staples
24" o.c.16" o.c.16" o.c.
24. built-up girder and beams 20d common [4"x0.192"] 32" o.c.
3"x 0.131" nails at 24"o.c.
3" 14gage staples at 24"o.c.
2-20d common [4"x0.192"]
3-3"x 0.131" nails at 24"o.c.
3-3" 14gage staples at 24"o.c.
face nail at top and bottom
staggered on opposite sides
face nail atends and at
each splice
25. 2" planks 16d common [3-1/2"x0.162"]at each bearing
26. collar tie to rafter 3-10d common [3"x0.148"]
4-3"x 0.131" nails at 24"o.c.
4-3" 14gage staples at 24"o.c.
face nail
27. jack rafter to hip 3-10d common [3"x0.148"]
4-3"x 0.131" nails at 24"o.c.
4-3" 14gage staples at 24"o.c.
2-16d common [3"x0.162"]
3-3"x 0.131" nails at 24"o.c.
3-3" 14gage staples at 24"o.c.face nail
toe nail
28.roof rafter to 2-by ridge beam 2-16d common [3"x0.162"]
3-3"x 0.131" nails at 24"o.c.
3-3" 14gage staples at 24"o.c.
2-16d common [3"x0.162"]
3-3"x 0.131" nails at 24"o.c.
3-3" 14gage staples at 24"o.c.
toe nail
face nail
29. joist to band joist 3-16d common [3"x0.162"]
4-3"x 0.131" nails at 24"o.c.
4-3" 14gage staples at 24"o.c.
face nail
30. ledger strip 3-16d common [3"x0.162"]
4-3"x 0.131" nails at 24"o.c.
4-3" 14gage staples at 24"o.c.
face nail
31. wood structural panels and particleboard
subfloor, roof and wall sheathing [ to framing]
b c,l
n
o
ed
p
c
d d
e
c d d
1/2" and less 6d
2-3/8"x0.113"
1-3/4" 16 gage
19/32" to 3/4" 8d or 6d
2-3/8"x0.113"
2" 16 gage
7/8" to 1" 8d
1-1/8" to 1-1/4" 10d or 8d
3/4" and less 6d
7/8" to 1" 8d
1-1/8" to 1-1/4" 10d or 8d
p
single floor [combination
subloor-underlayment to framing]
32. panel siding [ to framing]1/2" and less 6d
5/8" 8d
f
f
33. fiberboard sheating g 1/2" no. 11 gage roofing nail
6d common nail [2"x0.113"]
no. 16 gage staple
25/32" no. 11 gage roofing nail
6d common nail [2"x0.113"]
no. 16 gage staple
h
i
h
i
34. interior paneling 1/4" 4d
3/8" 6d
j
k
For SI: 1 inch = 25.4 mm.
a. Common or box nails are permitted to be used except where otherwise stated.
b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where span
are 48 inches or more. For nailing of wood
structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are
permitted to be common, box or casing.
c. Common or deformed shank (6d - 2 x 0.113" ; 8d - 21/2 x 0.131" ; 10d - 3 x0.148" ).
d. Common (6d - 2 x 0.113" ; 8d - 21/2 x 0.131" ; 10d - 3 x 0.148" ).
e. Deformed shank (6d - 2 x 0.113" ; 8d - 21/2 x 0.131" ; 10d - 3 x 0.148" ).
f. Corrosion-resistant siding (6d x 17/8" 0.106 ; 8d x 23/8" 0.128 ") or casing (6d - 2 x 0.099" ; 8d - 21/2 x 0.113" ) nail.
g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as
structural sheathing. Spacing shall be 6 inches
on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.
h. Corrosion-resistant roofing nails with 7/16-inch-diameter head and 11/2-inch length for 1/2-inch sheathing and 1 3/4-inch length
for 25/32-inch sheathing.
i. Corrosion-resistant staples with nominal 7/16-inch crown and 1 1/8-inch length for 1/2-inch sheathing and 1 1/2-inch length
for 25/32-inch sheathing. Panel supports at
16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).
j. Casing (11/2 x 0.080" ) or finish (11/2 x 0.072" ) nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
l. For roof sheathing applications, 8d nails (21/2 x 0.113" ) are the minimum required for wood structural panels.
m.Staples shall have a minimum crown width of 7/16 inch.
n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor andwall sheathing and 3 inches
on center at edges,
6 inches at intermediate
supports for roof sheathing.
p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
EXH. FAN PROVIDING TEN
AIR CHANGES PER HOUR
DUCTLESS FANS ARE NOT
ACCEPTABLE DISCHARGE
POINT FOR EXHAUST AIR
TO BE AT LEAST 3 FEET
FROM ANY OPENING
WHICH ALLOWS AIR
ENTRY INTO OCCUPIED
PORTIONS OF THE BUILDING
NUTONE #ZN110HL 6" DUCT
110 CFM ENERGY STAR RATED
ULTRA GREEN
W/ HUMIDISTAT & MOTION SENSING
SOUND RATING 0.3 SONES
UL APPROVED FOR OVER
TUBS OR SHOWERS
EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING
ARE PROVIDED IN EVERY BATHROOM THAT CONTAINS
A SHOWER OR TUB UNLESS FUNCTIONING AS A COMPONENT
OF A WHOLE HOUSE VENTILATION SYSTEM FAN MUST BE
CONTROLLED BY A HUMIDISTAT WHICH CAN ADJUST
BETWEEN 50 TO 80 PERCENT
A
GENERAL NOTES
8
14 SEER Condenser
Minimum Requirement
***New 13 SEER condensers can no longer be installed in California under any condition.***
On June 27, 2011 the U.S. Department of Energy adopted new federal air conditioner efficiency
standards. For California those federal standards require efficiencies of SEER 14 and EER 12.2
for central split system air conditioners smaller than 45,000 Btu/hr (a SEER 14 and EER of 11.7 is
required for larger central split system air conditioners). The new federal standards went into effect
on January 1, 2015, which was six months after the July 1, 2014 effective date of the 2013 Standards.
Although new federal efficiency standards went into effect on January 1, 2015, initially under the 2013
Building Energy Efficiency Standards, 13 SEER A/C condensers could still be installed if the
manufacturing date of that appliance was prior to 1 January 2015. As of September 21, 2015,
code language in the 2013 Residential Compliance Manual was revised to indicate that equipment
"installed on or after January 1st, 2015, must comply with the minimum SEER and EER requirements
of (Table 4-6) regardless of date of manufacture."
Per direction from the CEC, the CalCERTS registry will not allow entry of SEER/EER values that
do not meet the minimum federal standards. Please confirm that all of your installers are aware of
this change as it may still be possible to acquire 13 SEER appliances from HVAC suppliers or
from internal company inventory.
A copy of the 2013 Residential Compliance Manual may be downloaded from the CEC at this URL:
http://www.energy.ca.gov/title24/2013standards/residential_manual.html
4.3.1 Mandatory Measures for Cooling Equipment
GREEN BUILDING CODE REQUIREMENTS NOTES
POLLUTANT CONTROL:
DURING CONSTRUCTION, ENDS OF DUCT OPENINGS
ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS
TO BE COVERED.
CGC 4.504.1
NOTE ON THE PLANS THAT PRIOR TO FINAL INSPECTION
THE LICENSED CONTRACTOR, ARCHITECT
OR ENGINEER IN RESPONSIBLE CHARGE OF THE
OVERALL CONSTRUCTION MUST PROVIDE TO THE
BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION
THAT ALL APPLICABLE PROVISIONS
FROM THE GREEN BUILDING STANDARDS CODE
HAVE BEEN IMPLEMENTED AS PART OF THE
CONSTRUCTION. CGC 102.3.
SEE ROOF PLAN
A35 @24" O.C.
2X FREEZE BLOCKS
2X FASCIA
DBL 2X TOP PLATES
SEE FOUNDATION PLAN
SEE ELEVATIONS
5./8" DRYWALL
1/2" DRYWALL
R-13 INSULATION
FOR 4" WALL
AND R-21 INSULATION
FOR 6" WALLS
R-30 INSULATION
B
E.N.8d @6"0.C.
SEE FLOOR PLAN
FOR HEIGHT
2X PRESSURE
TREATED MUD SILL
2X FIRE BLOCKS
BETWEEN ALL
STUDS AND
STAGGERED
2 X 4 U.N.O. STUDS
@ 16" O.C.
(760) 415-3660DANIELLE ALLEN
RTL12-27-16