HomeMy WebLinkAbout2522 W Camden Pl & Unit #2 - PlanAerial View Vicinity Map
Project Data
A
A/C Air Conditioning
ADU Accessory Dwelling Unit
A.F.F.Aboce Floor Finish
ALT.Albernate
AMT.Amount
APPROX.Approximate
AVG.Average
B
BD.Board
BTWN.Between
BLDG. Building
BLW/BLKGBlock/Blocking
C
C.F.M.Cubic Feet Per Minute
CHG.Change
C.I.Cast Iron
CLR.Clear/Clearance
CLG.Ceiling
Centerline
C.M.U.Concrete Masonry Unit
COL.Column
CONC.Concrete
CONSTR Construction
C.O.T.G.Clean Out to Grade
CTR.Center
CU. FT.Cubic Foot
CU. IN.Cubit Inch
CU. YD Cubic Yard
D
DBL Double
DEG.Degree
DEPT.Department
DIAG.Diagonal
DIA Diameter
DIM.Dimension
DIV.Division
D.S.Downspout
D.W.Dumbwaiter/Downspout
E
(E)Existing
EA.Each
ELEC.Electric
ELEV.Elevation/Elevator
ENCL. Enclouse
EQ.Equial
EQUIP.Equipment
EXIST.Existing
EXT.Exterior
F
F.D. Floor Drain
F.G.Finish Grade
F.H.Fire Hydrant
FIN. Finish
FLR.Floor
FLUOR.Fluorescence
F.O.C.Face of Concrete
F.O.F.Face of Finish
F.O.M.Face of Masonry
F.O.S.Face of Stud
F.O.S. Finish Surface
FS Finish Surface
FT.Foot
FTG.Footing
F.F.L.Finish Floor Level
G
GA.Gauge
GAL.Gallon
GALV.Galvanized
GYP.Gypsum
H
H.B.Hose Bibb
HDR.Header
HDRW.Hardware
HORIZ.Horizontal
HP.Horsepower
HT.Height
I
I.D.Inside Diameter
IN.Inch
INFO.Information
INSUL.Insulation
INT.Interior
J
JAN.Janitor
JCT.Junction
JT.Joint
K
KIT.Kitchen
L
LAV.Lavatory
LB.Pound
LF.Lineal Foot
LIN.Linear
LT.Light
LT.WT.Light Weight
M
MAX.Maximun
M.B.Machine Bolt
M.C.Medicine Cabinet
MECH.Mechanical
MED.Medium
MEZZ.Mezzanine
MFR./MFGR.Manufacturer
MIN.Minimum
MISC.Miscellaneous
MTL Metal
N
(N)New
N.G.Natural Grade
N.I.C.Not In Contact
NTS Not to Scale
O
O/Board
O.C.On Center
O.D.Outside Diameter
OPNG.Opening
ORIG.Original
OZ Ounce
P
PERP.Perpendicular
PL.PLate
P.LAM.Plastic Laminata
PLY.WD.Plywood
PR.Pair
PROJ.Project
P.S.F.Pounds Per Square Foot
P.S.I.Pounds Per Square Inch
PVMT.Pavement
P.T.D.F.Pressure Treated Dog Flr
Q
QT.Quart
QTY.Quantity
R
R.Riser
RAD.Radius
RD.Road
REF.Refrigerator
REINF.Reinforcement
REQ.Required
RM.Room
R.O.Rough Opening
R.T.S.Refer to Structural
S
RCHED.Schedule
S.C.Solid Core
SECT.Section
SHWR.Shower
SHT.Sheet
SIM.Similar
SPEC(S)Specification(s)
SQ.FT.Square Feet
SQ.Square
S.S.Stainless Steel
ST.Street
STD.Standard
STL.Steel
STOR.Storage
STRUCT.Structure
SYM.Symbol
T
T.Tread
T.O.C.Top of Concrete/Curb
TO.C.B.Top of Catch Basin
TEL.Telephone
TEMO.Temperature
T&G Tongue and Groove
THK.Thick
TOIL.Toilet
T.O.P.Top of Pavement
T.O.S.Top of Slab
T.O.W.Top of Wall
TV Television
TYP.Typical
U
UNFIN.Unfinished
U.N.O.Unless Noted Otherwise
UR.Urinal
V
V.Vent
V.C.T.Vinyl Composition Tile
VENT.Ventilate, Ventilating
VERT.Vertical
V.T.R.Vent Thru Roof
W
W.C.Water Closet
WD Wood
W.H.Water Heater
W.I.Wrought Iron
W.R.B.Weather Resistant Barrier
WOM.Women
W.P.Waterproofing
WSCT.Wainscot
W/With
W/O Without
ACRONYMS
A.N.S.I.American National Standars
Institute
A.S.T.M.American Society for Testing
And Materials
C.B.U.California Building Code
I.C.B.O.International Conference of
Building Officials
N.F.P.A.National Fire Protection
Association
O.S.H.P.D.Occupational Safety and
Health Act
U.F.C.Uniform Fire Code
W.I.C.Woodwork Institute Of
California
ABBREVIATIONS GENERAL NOTES
Regulating Codes
2022 California Building Code Volumes 1 & 2
2022 California Mechanical Code
2022 California Plumbing Code
2022 California Electrical Code
2022 California Existing Buildings Code
2022 California Fire Code
2022 California Energy Code
2022 International Property Management Code
2022 California Green Building Standards Code
Project Description:
Project Address:
Project Type:VB
Natural Gas: Yes
Appliances gas o electric: Gas
Exterior Wall Framing Type: 2X4
Floor Type:
Roof Type: Attic
Roof Slope: 4:12
Exterior Wall Siding Material: Stucco
Roofing Material:Asphalt Shingle
Ceiling Height:8'
Status HVAC System:New
HVAC Cooling and Heating: Yes
HVAC Ducted or Ductless: Ductless-Mini Split - ADU
Water Heater Status:New
Type of the Water Heater: Gas Tankless
Assessor's Parcel Number:40809434
Tract:4022
Lot:
Zone
Lot Size, Gross:6,072.00 SQFT
Occupancy Group:R-3
Year Built:1962
Construction Type:VB
Project Building Height:12'-11"
Deferred Submittals:
Existing Garage converted to ADU 443.88 SQ.FT &
Garage converted to LAUNDRY 66.65 SQ. FT. Patio
Demolition, A/C legalization.
2522 West Camden Place, Unit #2 Santa Ana CA 92704
Slab on grade - ADU
34
2522 WEST CAMDEN PLACE, UNIT # 2
SANTA ANA CA. 92704
1.EXAMINATION OF SITE: The contractor shall thoroughly
examine the site and satisfy him/herself as to the conditions
under which the work is to be performed. The contractor
shall verify at the site all the measurements affecting the
work and shall be responsible for the correctness of the
same. No extra expense shall be allowed to the Contractor
for expenses due to his neglect to examine, or failure to
discover, conditions which affect the work.
2.GENERAL OPERATION: the Contractor shall, after
consulting with the Owner, Schedule the work so as not to
interfere unduly with the neighbors, etc. Contractor shall
allay dust by approved means and minimize noise as much
as practical. In no case shall the work interfere with existing
streets, drives, walks, passageways, neighbors's property,
improvements and the like. Protect all in-place construction
in connection with the work. Particular attention is directed
to but not limited to, such items as street improvements,
curbs and gutters, rough grading lines, etc.
3.CONTRACTOR USE OF THE PREMISES:
· Confine operations at the site to areas permitted by law,
ordinances, permits, and these Contract Documents. Do
not unreasonably encumber premises with materials or
equipment.
· Assume all responsibility for protection and safekeeping
of all products stored on the premises. Move any stored
products which interfere with the operations of the City or
other contractor. Obtain and pay for use of additional
storage or work area required for operations.
4.LIMITS OF WORK: Work zone limits are established on the
drawings. All Contractors, Subcontractors, and Tradesman
shall coordinate their work with one another within the
established limits.
5.SEQUENCE OF WORK: in the event any special
sequencing of the work is required by the Owner, the
Contractor shall arrange a conference before any such work
is begun. Contractor shall be responsible and liable for
deviations from schedule unless delays are the result of
failure of the Owner to abide by the Contractor by acts of
nature or God.
6.ORDERS: Place orders for material and equipment
immediately on receipt of contract and follow up vigorously
to insure adequate and timely supply of work. Perform all
tracing and expediting actions and arrange to get workers
and subcontractors on job at proper time and avoid delays.
7.MEASUREMENTS: Contractor shall verify all dimensions
shown on drawings by taking field measurements; proper fit,
and attachment of all parts is required. Before commencing
work, check all lines and levels indicated and such other
work as has been properly completed. Should there be any
discrepancies, immediately report in writing to the Architect
for correction or adjustment prior to the commencement of
any related work. In the event of the Contractor's failure to
do so, the Contractor should be fully and solely responsible
for the correction or adjustment of any such related work or
errors.All dimensions take precedence over scale All
dimensions are to face of step, unless otherwise noted, THE
CONTRACTOR SHALL NOT SCALE DRAWINGS.
8.RULES AND REGULATIONS: All work and materials shall
be in accordance with the latest rules and regulations of the
National Board of Underwriters, the latest editions of the
National Electrical Code, the National Plumbing Code, latest
adopted edition of the California Building Code, all State
Title 24 AB. 163 energy Regulations, and all applicable Local
and State Laws and Ordinances. Nothing on the drawings
shall be constructed to permit work not conforming to these
codes.
9.The Contractor shall coordinate with the Building
Department for all Building department required inspections.
10.The Contractor shall give all notices and/or comply with all
codes, laws, ordinances, rules regulations, and orders of
any pertinent public authority bearing on the performance of
work and shall notify the Architect if the drawings and
specifications are at variance therewith.
11.Solely as a convenience to the Owner and Contractor, the
Architect may include documents prepared by certain
consultants and/or vendors (or incorporate the
recommendations of said consultants and/or vendors into
documents prepared by the Architect) within the set
documents issued by the architect. It is expressly
understood that by such issuance, the Architect assumes no
liability for the services of said consultants and/or vendors.
12.CONSTRUCTION QUALITY: the Contractor shall complete
all work to a degree of skill, efficiency and knowledge which
is possessed by those of ordinary skill, competency and
standing in the particular trade or business for which the
Contractor employed in the community. The Construction
documents are provided to illustrate the design and general
type of construction, material and work commensurate with
this type of project throughout.
13.COMPLETE PROJECT: The Contract Documents,
including working drawings, specifications and schedules,
represent the finished structure. Unless otherwise noted, they
do not indicate method of construction. Contractor shall
supervise and direct work and shall be solely responsible for
all construction means, methods, techniques, sequences, and
procedures. Observation visits by the Architect shall not
include inspections of protective measure or the construction
procedures required for same, which are not specifically
detailed on drawings shall be similar to those shown, or
those detail existing in the field as they occur. WORK
WHICH IS OBVIOUSLY REQUIRED TO BE PERFORMED
TO PROVIDE A COMPLETE OPERABLE INSTALLATION
WITHIN THE SCOPE OF WORK, BUT IS NOT
SPECIFICALLY INCLUDED ON THE PLANS, SHALL BE
PERFORMED BY THE CONTRACTOR AT NO EXTRA
CHARGE.
14.COORDINATION: The General Contractor and each
Subcontractor shall be responsible for verification of all field
conditions and dimensions PRIOR to commencement of any
work. Contractor shall bring any discrepancies to the
Architect's and Owner's attention PRIOR to commencing
any work. In the event that work commenced with a failure
to notify both the Architect and Owner, the Subcontractor is
solely responsible for any and all corrective measures or
errors.
15.NOTES: All plans imply the words " the Contractor shall" or
"the Contractor shall install".
16.COOPERATION:
·Contractor and Subcontractors shall coordinate their
work with adjacent work and cooperate with other trades
so as to facilitate general progress of the work. Each trade
shall afford the other trades every reasonable opportunity
for installation of their work and storage of their materials.
· In as much as building completion within the time limit is
dependent upon cooperation of those engaged there in. It
is required that each contractor lay out / install his work in
a time and manner not to delay or interfere with carrying
forward other contractor's work.
17.CHANGES: Any proposed changes in the construction
should be made to the Architect IN WRITING OR IN
DRAWINGS. All changes should be reviewed by the
Architect, approved by the Owner, Contractor, Architect and
by the Building Official as required.
18.Any revision or additional work required by field conditions
or local governing authorities shall be brought to the
attention of the Architect before proceeding.
19.This set of Plans is to be on the Job Site at all times during
construction. All work shall be in accordance with the
approved plans. NO changes or revisions to the approved
plans or specifications shall be permitted unless submitted
to and approved by the Building Department. The issuance
of a permit shall nor prevent the Building Department from
requiring the correction of Errors or Omissions from the
approved plans and specifications.
20.the issuance or granting of a permit or approval of plans,
specifications and computations shall not be construed to be
a permit for or an approval of, any violations of any of the
codes or of any other ordinance of this jurisdiction. Permits
presuming to give permission to violate or cancel the
provisions of this code, or other ordinances of the
jurisdiction, shall nor be valid.
21.These notes apply to all drawings unless otherwise noted or
shown. Features of construction shown are typical and
shall
apply generally throughout similar conditions. Unless
otherwise noted, all closets, recesses, columns, projections
or other adjacent areas or work within the scheduled areas
shall have finishes as scheduled for the respective spaces in
which they occur. All omissions or conflicts between the
various elements of the working drawings and/or notes shall
be brought to the attention of the Architect prior to
proceeding with the work involved.
22.OWNERSHIP AND USE OF DOCUMENTS: All drawings,
specifications, and their content, and copies, there of
furnished by Karen Wilkins and shall remain the property of
Karen Wilkins.
23.Anyone supplying labor and/or materials to the project
shall carefully examine all subsurfaces to receive work. Any
conditions detrimental to the work shall be reported in writing
to the Contractor prior to beginning work. Commencement
of work should imply acceptance of all sub-surfaces.
24.The contractor shall be responsible for obtaining and
paying for all special permits and licenses indicated on the
plans and/or by specifications or required by the soils report
and/or required by any government agency. The Contractor
may need to obtain permits that may include but are not
limited to, penetration fire stop systems, fire-resistant joint
systems, automatic sprinkler systems, standpipe systems,
manual fire alarm systems, emergency and stand by power
systems,and door hardware schedules.
25.Site address is to be clearly marked in field in such a
position as to b plainly visible and legible from the street or
road fronting the property.
26.Work in public right-of-way requires an "Encroachment
Permit" from the Public Works Department.
27.All Contractors and Subcontractors must have on file with
the Building Department, a list of all such Contractors and
Subcontractors with the appropriate current City Business
License Numbers.
28.The permits shall expire by limitation if work authorized
under permit is not commenced within 180 days of the
issuance or if the work is suspended for a period exceeding
180 days after the work has commenced.
29.Upon completion of the project, new spaces shall be
cleaned and put in working order prior to occupancy.
**PV solar required under separate submittal, installation shall
be completed and approved prior CofO issuance.
**Fire suppression required under separate permit.
INDEX
G1.0 COVER SHEET
G2.0 GENERAL NOTES PART 1
G2.1 GENERAL NOTES PART 2
G3.0 MANDATORY MEASURES PART 1
G3.1 MANDATORY MEASURES PART 2
T24-1 TITLE -24 PART 1 GARAGE TO ADU
T24-2 TITLE -24 PART 2 GARAGE TO ADU
T24-3 TITLE -24 PART 1 MAIN HOUSE
T24-4 TITLE -24 PART 2 MAIN HOUSE
A1.0 EXISTING & PROPOSED SITE PLAN
A2.0 EXISTING & DEMOLITION FLOOR PLAN
A2.1 PROPOSED FLOOR PLAN
A3.0 PROPOSED EXTERIOR ELEVATIONS
A3.1 PROPOSED EXTERIOR ELEVATIONS
A4.0 EXISTING ROOF PLAN & SECTION
F1-0 FLASHING DETAILS
E1.0 SCHEMATIC ELECTRICAL PLAN
P1.0 PLUMBING & GAS PLAN
W1.0 WASTE PLAN
U1.0 UTILITIES PLAN
S1.1 FOUNDATION PLAN
S2.1 FRAMING PLAN
D-1 DETAILS
D-2 DETAILS
N1.0 STRUCTURAL NOTES
R-1
2022 City of Santa Ana Municipal Code
NTS
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
ROOMS TOTAL PLAN AREA TOTAL LIVING AREA
LOT AREA =
LOT COVERAGE =
EXISTING HOUSE (1084)1,084.00 SQ.FT
510.53 SQ.FT
6,072.00 SQ.FT
(1,631.09 *100 / 6,072.00) = 26.86 %
SUBTOTAL EXISTING
FIRE SUPPRESSION REQUIRED UNDER
SEPARATE PERMIT
SPRINKLERS YES OR NO G1.0
CO
V
E
R
S
H
E
E
T
1,084.00 SQ.FT
1,621.76 SQ.FT
519.86 SQ.FT
443.88 SQ.FT
EXISTING PORCH 27.89 SQ.FT
EXISTING GARAGE TO CONVERT TO ADU (443.88)443.88 SQ.FT
SITE INFORMATION
VALLEY
YES
REGION MONTAIN DESERT
NO
GEOLOGIC HAZARDOUS AREA
LIQUEFACTION
LANDSLIDING
AP ZONE
SNOW LOAD
PSF
FIRE SAFETY OVERLAY
BUILT PRIOR TO JULY 1ST, 2008.
FLOOD AREA
PSFFP
AR (AIRPORT AREA)
AR
PROJECT ADDRESS 2522 WEST CAMDEN PLACE
UNIT # 2
PLAN CHECK NUMBER
101122324/101122325
ADDRESS
OWNER
APPLICANT
ARCHITECT
ENGINEER
NAME
ZAHA ARCH DESIGN
-
255 N D ST. SUITE 401-L SAN BERNARDINO, CA 92401
-
2522 W. CAMDEN PL SANTA ANA CA 92704
PHONE NO.
909-246-1204
-
-
WORK DESCRIPTION (E) Garage converted to ADU, and Laundry, Patio Demolition, and legalized existing A/C.
BLDG USE TYPE OF
CONSTRUCTION
OCCUPANCY FIRE
SPRINKLER
FIRE ZONE PROJECT
VALUATION
NUMBER OF
STORY
FLOOR
AREA
(SQ FT)N
SFD V-B R-3/U 1 ----
PLAN CHECKER
-
PHONE NO.
-
FAX NO.
-
EMAIL
-
1ST CHECK DATE
-
2ND CHECK DATE
-
3RD CHECK DATE
-
Approval Date
-
EXISTING GARAGE TO CONVERT TO NEW LAUNDRY 66.65 SQ.FT 66.65 SQ.FT
MARCO GUTIERREZ
NEW PORCH 9.33 SQ.FT
EXISTING GARAGE TO CONVERT TO ADU (509.87)509.87 SQ.FT
1,084.00 SQ.FT
TOTAL AREA 1,594.53 SQ.FT1,631.09 SQ.FT
SUBTOTAL PROPOSED
NOTE: THE EXISTING HOUSE IS NOT EQUIPPED
WITH FIRE SPRINKLERS.
NOTE: THE PROYECT ADDRESS IS NOT LOCATED IN THE FEMA
DESIGNATED FLOOD ZONE (ZONE A OR E)
ZAHA ARCH DESIGN 255 N D ST. SUITE 401-L SAN BERNARDINO, CA 92401 909-246-1204
2
NOTE: The ADU sf/SFD sf ratio is for Park & Rec fee
purpose only. The applicant is responsible for the given
“SFR sf” of the existing primary residence; Building Safety
staff are not responsible for the accuracy of the given “SFR
sf” of the existing residence.
SQUARE FOOTAGE RATIO:
(ADU sf/ SFD sf)
(443.88/1084.00) = 0.41 SF
RATIO=0.41 SF
2
Bldg #'s 101122324-25
APPROVALS:
PLNG - C. Santana
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
GENERAL NOTES
1.New construction shall not restrict a live-fool dear and
unobstructed access to any water & power distribution facilities
(power poles,Pull-boxes, transformers, vaults, pumps, meter s,
appurtenances, etc) or know the location of the hook-up. The
construction shall not be within ten feet of any powerlines
whether or not the lines are located on the property. Failure to
comply may cause delay, and/or additional expenses.
2.An approved Seismic Gas Shutoff Valve be installed on the fuel
gas line on the down-stream side of the utility meter and benignly
connected to the exterior or the building structure containing the
fuel grasping. (Per ordinance 170.158( ( It includes Commercial
additions TI work over $10,000.) Separate plumbing permit is
required.
3.Provide ultra-low Flush water closets for all new construction.
Existing shower heads and toilets must be adapted for low water
consumption.
4.Provide 70'' high non-absorbent wall adjacent to shower and
approved shatter-resistant materials for shower enclosure (1115
B 2406.3(5).
5.Water heater must be strapped to wall (sec. 507.3, UPC).
6.If applicable, Ducts in a private garage and ducts penetrating the
walls and ceiling separating the dwelling unit from the garage
shall be constructed of a minimum 0.019-inch (0.48MM) sheet
steel and shall have no openings into the garage.
7.If applicable, A copy of the jurisdictional research report and/or
conditions of other listings shall be made available at the job site.
8.In the event the Owner, the Owner's contractors or
subcontractors, or anyone for whom the owner is legally liable
and allows commencement of construction prior to obtaining a
PERMIT from the jurisdiction, Owner shall assume full
responsibility for the results of such construction. Therefore, the
Owner agrees to waive any claim against the Architect and to
release Karen Wilkins from any liability directly or indirectly from
such construction. In addition, the Owner agrees, to the highest
extent permitted by law to hold harmless the Architect from any
damages, liabilities or costs, including reasonable attorneys fees
and cost of defense arising from such damages.
9.In addition, the Owner agrees, in any contracts or construction,
appropriate language that prohibits the contractor or any
subcontractors of any tier, from making copies of the Architect's
construction documents without the prior written approval of
Karen Wilkins and that further requires the Contractor to
indemnify both Architect and the Owner from any liability or cost
arising from such changes made without such proper
authorization.
10.If the project is not built per Architect's plans and specifications in
any means, the Owner agrees to waive any claims against the
Architect and to release the Architect from any liability for the
referenced plans.
11.It is understood that the Architect will NOT provide design and
construction services related to safety measures of any
contractor or subcontractor on the project. Further, it is
understood that Architect will NOT provide any supervisory
services relating to the construction for the project. Any opinions
solicited from Architect relating to any such review or supervisory
services shall be considered only as general information and
shall not be the basis for any claim against Architect.
12.The Owner shall contract an independent inspection and testing
agency to review the materials, methods, and means of
construction in relation to waterproofing and sound compliance.
Architect will provide input into the selection of these consultants,
but they will be retained by and report to the Owner.
13.The Owner shall use its best efforts to properly construct project
in full compliance with the plans and specifications prepared by
Architect and must repair any substandard faulty or failing work.
14.Plumbing fixtures are required to be connected to a sanitary
sewer or to an approved sewage disposal system (R306.3).
15.Kitchen sinks, lavatories, bathtubs, showers, bidets, laundry
tubs, and washing machine outlets shall be provided with hot and
cold water and connected to an approved water supply (R306.4).
16.Bathtub and shower floors, walls above bathtubs with a shower
head and shower compartments shall be finished with a
non-absorbent surface, Such wall surfaces shall extend to a
height of not less than 6 feet above the door. (R307.2).
17.Automatic garage Door openers, if provided, shall be listed in
accordance with UL325.
18.Smoke detectors shall be provided for all dwelling units intended
for human occupancy where a permit is required for alterations,
repair, or additions. (R314.2).
19.Where a permit is required for alterations, repairs or additions,
existing dwellings or sleeping units that have attached garages
or fuel burning appliances shall be provided with a carbon
monoxide alarm in accordance with Section R315.1. Carbon
monoxide alarms shall only be required in the specific dwelling,
unit, or sleeping unit for which the permit was obtained. (RJ15.2).
20.Every space intended for human occupancy shall be provided
with natural light by means of exterior glazed openings in
accordance with Section R303.1 or shall be provided with
artificial light that is adequate to provide an average illumination
of 6 foot-candles over the area of a room at a height of 30 inches
above the floor level. (R303.1)
21.Buildings shall have approved address numbers, building
numbers, or approved building identification placed in a position
that is plainly legible and visible from the street or road fronting
the property. (R319).
22.Unit skylights shall be labeled by jurisdictional Approved labeling
Agency. Such labels shall state the approved labeling agency
name, product designation and performance grade rating.
(Research report not required) (R308.69).
23.If Applicable, Provide anti-graffiti finish within the first 9 feet,
measured from grade, at street exposed walls.
24.Protection of wood and wood-based products from decay shall
be provided in the locations specified per Section R317.1, by the
use of naturally durable wood or wood that is
preservative-treated, in accordance with AWPA U1 for the
species, product, preservative and end use. Preservatives shall
be listed in Section 4 of AWPA U1.
25.Provide ultra-low flush water closets for all new construction.
GENERAL CONSTRUCTION NOTES
1.The general contractor shall furnish all labor materials,
equipment and other items necessary for the completion of all
work shown, called for, or reasonably implied by the contract
documents except where specifically noted otherwise where
work or equipment is indicated "NIC", such work or equipment
shall be provided by others, the general contractor shall
coordinate and cooperate to effect such installation.
2.the general contractor shall carefully examine the site to satisfy
himself as to existing conditions, prior to submitting his bid. No
claim will be allowed on the bases if his lack of knowledge of
existing conditions and of problems arising there from. The
general contractor shall review all drawings and specifications to
obtain first-hand knowledge of all conditions prior to signing the
contract. If found necessary, the general contractors shall
requires additional information, clarification, and details to fully
understand the project and scope of work.
3.The general contractor shall verify all dimensions and conditions
of the project prior to commencing work and shall report any
discrepancies, inconsistencies, errors and/or omissions to the
Architect and the Owner. All requests for clarifications of these
drawings shall be directed to the Architect in writing. Site plan
dimensions and bearings are to aid in locating the proposed
development in reference to the property lines and to any
adjacent street. While this site plan is believed to be correct, the
Architect assumes no liability for any discrepancy occurring on
the drawings by reasons of reliance on the owner's or engineer's
documents. All dimensions locating the buildings within the
property lines must be verified with civil engineer or surveyor
prior to construction. Dimensions, grades, and details shall be
verified prior to commencement of construction. Typical details
shall apply where specific details (or sections) are not given.
4.Do not scale the drawings. All dimensions specified govern
dimensions are nominal and are to the face of objects unless
specifically noted otherwise.
5.The contract drawings and specifications represent the finished
project. They do not indicate the method of construction. The
contractor shall supervise and direct the work and shall be solely
responsible for all construction means, methods, techniques,
sequences and procedures. The contractor shall provide all
measures necessary to protect the structure during construction.
Such measures shall include, but are not limited to, bracing,
shoring, shoring for loads due to construction equipment etc.
Observation visits to the site by the Architect does not include
observation of the above items.
6.The Architect is not responsible for the performance of the
general contractor or subcontractors, their errors or omissions
nor the safety at the job site. Any non-conforming items found or
noted shall be brought to the attention of the Architect and
Owner immediately.
7.All work shall be done in accordance with the highest quality of
industry standards and the standards referenced herein. All
prefabricated items shall be delivered to the job site complete
and ready to install. Assemblies shall be erected rigidly,
secured, plumbed, level and aligned true.
8.Reference to any detail or drawing is for convenience only and
does not limit the application of such drawing or detail. If certain
information is noted only on the plans or only on the
specifications or only in a detail, then that information shall be
valid as if noted on all above mentioned locations.
9.All work shall conform to the minimum standards of the current
edition of CBC and or CRC. All other regulating codes and
agencies having jurisdiction over the work shall be complied with.
10.The Architect shall be immediately notified of any discrepancies
between these documents and any applicable codes by the
agent involved with the governing agency having jurisdiction. the
field inspector for such agency has final authority to
approve/disapprove project construction and correctness of all
code related items.
11.Each sub-contractor is considered a specialist in his respective
field/trade and shall (prior to submission of bid or performance of
work) notify the general contractor or the owner of any work
called out in the drawings or specifications which cannot be fully
guaranteed or constructed as designed or detailed.
12.Where construction details are not shown or noted for any part of
the work. Details shall be the same as for other similar first-class
work for the trade involved. The owner and Architect shall be
immediately notified of any alternate non-standard or untested
method(s) proposed.
13.The general contractor is responsible for appropriate hook-up of
all utilities required to support the work, including temporary and
final.
14.The general contractor shall determine locations of utility
services in the area, prior to any excavation for work. The
general contractor shall also verify any and all utility locations
specified or otherwise noted on the drawings. The general
contractor is responsible for the protection of an existing
underground and overhead utilities.Contractors must call 811 for
existing utility locations.
15. All delivered and in-place materials remain the responsibility of
the contractor for the entire course of construction. Damages or
stolen materials shall be replaced by the general contractor at no
cost to the owner. All materials shall be securely stored and kept
dry before installation.
16.Lead time for materials and equipment is the responsibility of the
general contractor and all subcontractors to order materials,
equipment, etc. sufficiently in advance to assure timely
construction and/or installation.
17.Miscellaneous items of work and materials necessary to
complete the project, whether or not mentioned or described in
these specifications and allied documents, shall be provided.
18.Trade names and manufacturers referred to are primarily to
establish quality standards and character of materials.
Substitutions/ alternatives may be permitted when approved by
the Architect and Owner.
19.When the work "provided" is used, it shall mean that such item or
service referred to shall be furnished and installed or that the
owner shall be furnished an alternative for their approval prior to
purchase, fabrication, or construction.
20.The general contractor and applicable subcontractors are
responsible for and will replace, any damaged or defective
equipment or work before final acceptance by the owner.
21.Project plan check fee and initial permit fee is the responsibility
of the owner. Subsequent permits, tests, and inspections are the
responsibility of the general contractor.
22.The general contractor is responsible for site and structure
clean-up. The general contractor assumes sole and complete
responsibility for the job site conditions (should there be no
general contractor for the project the owner assumes this
responsibility) during the course of construction of the project
including safety for all persons and property and that this
requirement shall apply for and not be limited to normal working
hours. The contractor shall defend, indemnify and hold the
owner, building tenant and the Architect harmless from any and
all liabilities real or alleged in connection with the performance of
the work on the project during course of construction and after
completion.
23.All contractors and sub-contractors shall perform all work on this
project in compliance with the occupational safety and health
regulations of the U.S. department of Labor and the state of
California.
24.Where shop drawings are requested, there shall be submitted to
the Architect 3 copies for her record and the owner's record. By
approving and submitting shop drawings and samples, the
general contractor thereby represents that he has determined
and verified all field measurements, field construction criteria,
materials, catalog numbers and similar data, and that he has
checked and coordinated each shop drawing and sample with
the requirements of the work and of the contract documents.
25.Changes to contract documents: alterations or deviations to the
project construction documents shall NOT be made without the
written approval of the owner and the Architect.
26.Contractors and sub-contractors shall verify with owner any
modifications or additions to the following minimum insurance
requirements:
·The liability insurance required for all contractors and
subcontractors shall be written, and whatever is required by
law, and shall include contractual liability insurances.
·Work shall not commence under this contract until insurances
have been obtained and such insurance has been approved
by the owner.
·If contractor/subcontractor, fail to furnish such required
insurance, the owner may secure insurance and retain and
deduct the amount of premiums for such insurance from any
amounts due under the contract.
·The owner will maintain his own liability insurance. The owner
will also maintain property insurance to the full insurable value
thereof. However, there shall be no duty on the part of the
owner to procure such insurance until five days after receipt or
written notice by the contractor to the owner of the amount of
insurance required. The policy shall cover all work
incorporated in the building, and all materials for incorporation
into the building which may be in or about the premises, and
shall be made payable to the parties as their respective
interest may appear. Fire insurance for the protection of the
contractor's buildings, materials nor otherwise covered by
insurance of the owner, tools and equipment of the contractor
and all similar items not otherwise covered shall be the
responsibility of the contractor.
27.When applicable contractor shall furnish and maintain protection,
fencing and all other required barricades, guardrails, warning
signs, steps, lights and all other forms of protection for life, and
property as may be necessary and as required by local
ordinances and agencies.
28.Contractor shall provide dust control throughout entire
construction period consisting of intermittent watering and
sprinkling as necessary lay dust during construction.
29.These drawings and copies thereof are legal instruments of
service for the use of the owner and authorized agents, on the
designated property only.
30.Each trade shall be responsible for knowledge of relative
information contained in these documents and the conditions
under which each trade will be expected to perform.
31.Deviations from these documents necessitated by field
conditions shall be brought to the attention of the owner and the
Architect immediately.
32.The structural, mechanical, plumbing, and electrical drawings are
supplementary to the various drawings. Should there be any
discrepancy between the various drawing, it shall be brought to
the attention of the owner and Architect for clarification.
33.The contractor shall coordinate with the owners representative
for installation of special manufacturing equipment not shown in
these drawings. The contractor shall verify equipment locations
with the owner's representative and/or equipment prior to forming
the slab, for proper size and location of foundation depressions,
drains and wraps.
34.The contractor shall consult the electrical, mechanical, and
plumbing drawings and all other drawings for the location of all
sleeves needed through wall and floor slabs. Consult with the
Architect should any sleeves not noted on the plans be required.
35.Miscellaneous signage shall be under a separate contract,
unless otherwise noted.
36.Unless otherwise noted, stated manufacturer's items are to be
"or equal". Contractor shall verify substitutions with the owner
prior to bid and/or installation.
37.All equipment and material which is in operating condition when
removed, shall be maintained as such and retuned as per
owner's instructions.
38.It shall be the sole duty and responsibility of the contractor to
determine means and methods of construction and fabricate and
install the work with accepted good practice and procedures and
to let the Architect know at the time of bidding if the drawings and
details are not practical or structurally sound in their intent and
purpose.
39.Contractor shall be responsible for installation of all equipment
including water heater and all mounting, seismic bracing, and
support of such equipment.
40.All materials provided shall conform to all applicable local, city,
state, federal and/or county codes, ordinances and fire
regulations. Certificates, and approved fire - retardant flame
spread ratings, etc. be obtained and included in the general
contractor's submittals.
41.Electrical service, wiring, etc. shall comply with applicable
electric codes.
42.Plumbing shall comply with applicable plumbing codes.
43.Provide ventilation according to applicable mechanical code.
Complete air change every fifteen minutes, or as specified by the
mechanical engineer.
44.The contractor shall keep the premises free from the daily
accumulation of waste materials or rubbish caused by their
operations. At the completion of the work, he shall clean all
glass, walls, and door surfaces, and vacuum all floor surfaces.
45.Contractor shall provide trash dumpster as required for all
participating trades to use, in cluding those trades with a direct
contract with the owner.
46.the contractor shall be responsible for providing temporary
utilities (power, lighting, water and restroom facilities) to the job
site for use by all construction trades.
47.The contractor shall note that there shall be no substitutions for
any material where specific manufacturers are specified. Where
approved equal or equivalent is used, it shall be understood that
the substitute shall be by the judgement and approval of the
Architect and the owner, and all request shall be made prior to
installation. Contractor shall submit 3 sets of manufacturer's cut
sheets or samples and/or (1) reproducible original of drawings
for all requested substitution of materials, hardware, millwork,
glass partitions, ceiling systems, plumbing fixtures, etc., to the
Architect for approval.
48.General contractor or his subcontractors shall be responsible for
verification and approvals of substitute materials as requested by
governing agencies.
49.brochures of all equipment and furnishings as well as all finish
material samples as required, shall be submitted to the Architect
without specific request prior to purchase and installation.
50.Contractor to provide schedule for performance and date of
completion of all work.
51.If the contractor claims that instructions from the architect and/or
owner involve extra cost under this contract, he shall five written
notice there of within 5 days after the receipt of such instructions,
and in any event before proceeding to execute the work. No
such claim shall be valid unless so made.
52.Owner reserves the right to provide and install furnishing, fixtures
and equipment which shall require coordination by the contractor
for support items such as mechanical and electrical provisions
for owner's equipment. Contractor shall coordinate the following,
but not limited to:
a.Coordinate schedule and work of the various
equipment to assure efficient and orderly
sequence of installation of interdependent
construction elements.
b.Verify that utility requirements and characteristics
of equipment are compatible with building utilities.
Coordinate work of the various equipment for
installing, connection to and placing in service
such equipment.
53.Contractor is responsible for review of shop drawings, product
data, and samples prior to submission, and determination and
verification of accuracy of:
a.Field measurements
b.Field construction criteria
c.Catalog number and similar data
conformance with specifications and local authorities
having jurisdiction over this project.
54.Notify the Architect in writing, at time of submission, of any
deviation from specification's requirements, and identify such
deviation clearly on the submittal.
55.Begin no fabrication or work which requires submittals until
return of submittal with Architect's approval. If submittal is not
approved by the Architect, make all corrections and changes and
resubmit all drawings and samples until drawings and materials
are approved by the architect.
56.Except when specifically indicated or specified, materials and
equipment removed from existing structure shall nor be used in
the contract work.
57.for materials and equipment specifically indicated to be reused in
the work:
a.Use special care in removal, handing, storage,
and reinstallation, to assure proper function in the
complete work.
b.Arrange for transportation and handling of
materials and equipment which require off-site
restoration or renovation. Pay all cost for such
work or give an allowance for providing such work.
c.contractor to collect, store, protect, clean and
reinstall all finished materials existing on the job
site and designated for reuse including but not
limited to existing light fixtures.
58.When the specification requires that installation of work shall
comply with manufacturer's printed instruction, obtain copies of
such instructions from the manufacturer of the product. Maintain
one complete set of contract documents at the hob site during
installation and until completion and acceptance.
59.Handle, install, connect, clean, condition and adjust products in
strict accordance with such instructions and in conformity with
specified requirements.
60.Should project conditions or specified requirements conflict with
manufacturer's instructions consult with Architect for further
instruction. Do not proceed with work without such consultation
leading to an agreed upon course of action.
61.Do not omit any preparatory step or installation procedure,
unless specifically modified or exempted by contract documents.
62.Arrange delivery of products in accordance with construction
schedule: coordinate delivery time to avoid conflict with other
works and conditions at job site. Deliver products in
manufacturer's original sealed containers or packaging, with
identifying labels intact and legible. Provide necessary
protection and handling methods to prevent soiling and damage
to materials or products during transportation. Inspect shipment
upon delivery to assure compliance with requirements of
contract documents and accepted submittals.
63.Mechanical and electrical equipment, which requires servicing
during long term storage shall have complete manufacturer's
instructions, accompanying each item with notice of enclosed
instructions shown on exterior of package.
64.Provide protection of installed products to prevent damage from
subsequent operations:
a.Provide coverings to protect finished surfaces from
damage. Cover projections, wall corners, jambs, sill and
soft hits of openings. In area used for traffic and for
passage of products in subsequent work.
b.Control traffic to prevent damage to equipment.
65.Substitute products shall not be ordered or installed without
written acceptance of the Architect.
66.Use only cleaning materials recommend by the manufacturer of
the product to be cleaned. Use clearing materials only on
surfaces recommended try cleaning materials manufacturer.
67.Instructions of owner's personnel:
1.Prior to final inspection for acceptance, fully instruct
owner's designated personnel on operation. adjustment
and maintenance of equipment and systems.
c.Operation and maintenance manual shall constitute the
basis of instruction. Review contents of manual with
personnel in full detail and explain all aspects of
operation and maintenance.
68.Furnish to owner a written guarantee against all defects in
material and workmanship for one year from the date of
acceptance or as specified otherwise by the owner.
69.At completion, adjust all accessories for smooth operation, and
clean and polish all surfaces.
70.RE Any changes requested during the course of the project, GC
to promptly provide a breakdown of all previously specified work
in that area, including the previous subcontractors respective
costs, and the GC costs, overhead, and profit, as well as a
similar breakdown of the proposed for, all submitted for the
architect's and Owner's review.
71.Contractor shall obtain all permits necessary to perform full
scope of work. Obtain all necessary inspections and certificate
of occupancy.
72.contractor to obtain a permit from the state division of industrial
safety for trenches or excavations 5'-0" or deeper.
73.Building occupant to secure permits required by the Fire
Department from the Fire Prevention Bureau prior to occupying
this building.
74.Building address numbers shall be easily seen from the street.
75.The general contractor fully understands the scope of work and
acknowledges that the construction documents include all
necessary drawings, schedules and specifications to perform the
work.
76.Should the owner decide to build their project without a general
contractor the Architect will not be held responsible for any
portion of the project.
77.In the event the Owner, the Owner's contractors or
subcontractors, or anyone for whom the owner is legallyliable
permits commencement of construction prior to obtaining a
PERMIT from the respectful city. the owner shall assume full
responsibility for the results of such construction. Therefore, the
Owner agrees to waive any claim against the Architect and to
release Karen Wilkins, from any liability arising directly or
indirectly from such construction. In addition, the Owner agrees,
to the fullest extent permitted by law, to indemnify and hold
harmless Architect from any damages, liabilities or costs,
including reasonable attorneys' fees and cost of defense, arising
from such changes.
78.In addition, the Owner agrees to include in any contracts for
construction appropriate language that prohibits the Contractor
or any subcontractors of any tier from making any changes or
modifications to the Architect's construction documents without
the prior written approval of Karen Wilkins and that further
equires the contractor to indemnify both Architect and le Owner
from any liability or cost arising from such changes made without
such proper authorization.
79.If the project is not built per Architect's plans and specifications in
any means, the Owner agrees to waive any claim against the
Architect and to release the Architect from any liability for the
reference project.
80.It is understood that Architect will not provide design and
construction services related to safely measures of any
contractor or subcontractor on the project Further, it is
understood that Architect will not provide any supervisory
services relating to the construction for the project. Any opinions
from Architect relating to any such review or supervisory services
shall be considered only as general information and shall not be
the basis of any claim against Architect.
81.The Owner shall contract an independent inspection and testing
agency to review the materials, methods, and means of
construction in relation to waterproofing and sound compliance.
Architect will provide input into the selection of these consultants
but they will be retained by and report to the Owner.
82.the Owner shall use its best efforts to properly construct project
in full compliance with the plans and specifications prepared by
Architect and must repair any substandard, faulty or failing work.
83.Always use resilient channels for ceiling between floors and all
interior walls.
84.For Condominium Projects:
a.The Owner shall include provisions in the purchase
agreement with all buyers of any condominium unit and
in the CCR's that Owner shall have the right to effectuate
reasonable repairs upon receiving notice of a complaint
from any homeowner prior to the filling of any action
against anyone involved in the construction. Futher
proprietary individual or the Homeowner's Association
(HOA) filing any action against the owner or any party
involved with the construction, the CC & R's will mandate
that the Owner shall have the right, in its sole discretion,
to either repair the alleged problem or by the unit(s) back
at the reasonable market rate for those units at the time
the complaint is made.
b.Prior to the issuance of the permit by the building
department for the project the Owner shall establish an
escrow account in the amount of $50,000 to be used
solely by Architect to offset the expense in defending
any lawsuit that any homeowner or Home Owner's
Association might file surrounding and actual or alleged
construction defect. In the event any construction defect
action is filed, Architect shall have full use of the funds in
the escrow to draw upon as Architect sees fit to assist in
Architect's defense. In the event no construction defect
litigation is filed, then the money will revert to the Owner
at the expiration of twelve (12) years from substantial
completion of the project.
85.The contractor shall review the drawings specifications, and site
and verify all the dimensions and site conditions prior to
beginning the work. The contractor shall report any
inconsistencies to the Architect immediately for resolution before
beginning construction or fabrication or ordering any materials.
86.The contractor shall report any discrepancies between drawings
and site conditions to the architect before proceeding the work.
The contractor shall verify and coordinate all foundation plan
dimension and floor plans and shall be responsible for proper
execution of all work.
87.The structural, mechanical, electrical, plumbing, and any and all
other drawings are supplementary to the architectural drawings.
It shall be the responsibility of the contractor to check with the
architectural drawings before installation of structural,
mechanical, electrical, plumbing, and any and all other work.
Any discrepancies between the architect's and the consulting
engineer's or designer's drawings and specifications shall be
brought to the architect's attention for clarification prior to
installation of said work and prior to finalizing the bid for
construction.
88.Provide galvanic separation between all dissimilar metals. Along
with the Agreement between the Owner and Architect, THE
AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201,
"GENERAL CONDITIONS OF THE CONTRACT OF
CONSTRUCTION" SHALL GOVERN THE WORK IN THIS
CONTRACT AS IF WHOLLY INCLUDED IN THESE GENRAL
NOTES.
NOTES:
THE PROVIDED SET OF ARCHITECTURAL DRAWINGS ISA
BUILDER'S SET.
FOR THE PURPOSE OF THESE DOCUMENTS AND ALL
OTHER DOCUMENTS FURNISHED BY THE ARCHITECTS
INC. THE TERM "BUILDER'S SET" SHALL BE DEFINED AS
THE FOLLOW ING:
A SET OF ARCHITECTURAL DRAWINGS CONSISTING OF
THE MINIMUM NECESSARY PLANS, SECTIONS,
ELEVATIONS, DIMENSIONS, SPECIFICATIONS, DETAILS,
CALCULATIONS AND NOTES TO ACQUIRE A BUILDING
PERMIT.
SPECIFICATIONS
Site work
1.Demolition, where indicated on the drawings shall be performed
in accordance with requirements shown there on.
2.Remove all organic matter and delete rious materials from the
site. Burning is strictly prohibited.
3.Unless shown or specified grater, all finished grades should
provide a minimum slope of 2% slope away from all structural
footings a minimum of five (5) feet.
4.In the event of any loose fill, expansive soil, ground water or
other dangerous conditions are encountered during excavations,
all foundation work shall cease, and the owner notified.
5.Fences over five (5) feet in height and retaining walls over four
(4) feet in height measured from the bottom of the footing shall
require separate permit.
6.Asphaltic Concrete Paving (AC Paving):
1.Unless otherwise specified in the soil's inspection report scarify
and recompact the upper six inches of sub-soil a minimum of
90% density prior to placing the base.
d.Sterilize the soil with aborate chloride compound for
weed
c.Place 6 inches class ii aggregate base 4 inches thick
after compaction having not less than 90%
d.Asphalt concrete type a is to be placed not less than 2
inches thick after compaction in accordance with all
provisions od the "standard specifications" from the
State of California, Department of Public Works, Division
or fhighways latest revision.
2.Portland Cement Concrete Paving
a. Provide materials for curbs, gutters, and sidewalks in
accordance with the requirements for class a concrete (Section 8
& 32) of the county of LA Standard and Specifications.
b. Provide Portland cement concrete paving where shown on
drawings, as specified herein, as needed for a complete and
proper installation.
c. Form:
c1. Provide wood and metal form work profiled to suit
conditions including adequate bracing to the lines and
grades found on the drawing.
c2. Earth forms will not be permitted for paving
d. Subbase aggregate: Maximum Size 1/4" Compacted to 90%
control.
e. Provide reinforcement which complies with the following as
minimum:
e1. Reinforcing bars: u.o.n on the drawings, use deformed bars
for number 3 and larger
e2. Welded wire fabric: No 16 welded wire mesh, plain type in
coiled rolls, unfinished
f. For concrete see structural notes
g. Finishing, texture finish
g1. float to produce a surface level to within 1/4" inch in 2feet
g2. With bristle broom procedure a textured finish, light,
medium or coarse as directed by the owner.
h.Beginning immediately after placement, protect concrete from
premature drying, excessively hot or cool temperatures and
mechanical injury. Surfaces to have waterproofing shall have
pits, holes, and cracks filled solid and shall be dry and smooth
for application.
i. Cobblestone Stamped Pattern
i1. To receive a stamped pattern, concrete should receive a
small size aggregate such as a pea gravel, 3
8 inch top size
finishing. Follow the normal procedures, however, do not
trowel the surface more than once. After the surface is trawled,
or floated to the design texture, platform stamping platforms
are used. One pad is placed next to the other so that the
pattern is accurately aligned, at least two pads are required.
the finisher simply steps from one pad to the next stamping
the design to a depth of about one inch.
THERMAL AND MOISTURE PROTECTION
1.waterproofing per IBC 230 4.11.5:
a.Waterproofing at foundation, retaining, walls, decks, under floor
slabs and shall conform with the minimum requirements unless
otherwise noted or unless dire condition deem it necessary for
a heavier waterproofing application. Notify owner if later
occurs.
b.Surface to receive waterproofing shall receive pits, holes, and
cracks filled solid and shall be dry and smooth for application.
c.Manufacturer: use "pacific polymer" for install. See
manufacturer's recommendations.
2.Insulation
a.Sound and thermal insulation shall be installed as
indicated on the drawings as follows:
1. Sound insulation: u.s.g. sound attenuation blankets (or
equal) shall be provided around bathrooms, bedrooms, and
kitchen, as shown on the drawings.
2. Provide minimum 1/4" inch thick resilient material to
insulate all plumbing from structure
3. Provide resilient channels on ceilings between the first and
second floor
b.thermal Insulation
1. Install all exterior walls and roof thermal insulations should
be installed as shown on drawings (r-19 andR-30)
2. In addition to the R-30 insulation in the roof, provide rigid
insulation, as shown on drawings.
c.Installation of Insulation
1. Exercise extreme care with integral vapor barrier to maintain
it continuously.
2. Dully insulate all small areas in between close spaces
framing members.
3. Perform all end matching neatly with all ends fulling snugly
or overlapped.
4. Cut and finish insulation around pipes, conduits, and outlet
boxed as necessary to maintain the integrity of the insulation.
5. Where pipes are located in stud spaces to receive
insulation, place insulation between exterior wall and the
pipe, com pressing insulation be if necessary.
6. Securely fasten langes of insulation to sides of stud and
joists with insulation fitting snuggly and tightly against the
framing members, using staples or nails.
3. Sealants:
a.Vulkem polyrethane sealants by mameco International, shall be
installed by manufacturer's instructions as follows:
1. Vulkem #45 for horizontal joints in concrete slabs and
walks
2. Vulkem #116 in vertical joints at doors/windows/jams/frames
etc for general purposes
3. Joint filler and backing of closed sell neoprene or
compressible pre-molded polyethylene foam, strips or rope,
shall be installed as required.
b.Caulking (mastic) equal to horsealwr and co shall be installed
pre manufacturer's instructions under exterior metal thresholds,
window seals, and jams.
c.All sealants need to be installed between materials
ROOF
1.Roofing
a. Roof slope to be 1" per foot minimum IBC 1502
b. All roofing materials class "A", "B" or "C" shall be shown on
the drawings, applied in strict conformance with IBC 1505 and
manufacturer's recommendations and in accordance with the
following minimum requirements(see NRCA manual)
c. Application shall confirm to IBC 1507
d. Roof and valley lashing and juncture of roof and vertical
surface, flashing , and counter flashing shall be installed per
IBC 150 3.2, 1507.3.9, 1507.5.6.
2.Flashing and Sheetmetal
a. Fabricate and install flashing and sheet metal in accordance
with latest SMACNA standards where applicable
b. Pitch pockers, counterflashing, cap and coping flashing,
splash pans, gravel stops, facialashing, etc. minimum: 2-gallon
galvanized steel or as noted on the drawings.
c. Drip flashing: Use 22-gallon galvanized steel or as noted on
the drawings.
d. Butyl Sealer: Where it is impractical to use a solder at
joints corners, etc. seal with "dap butyl gutter and tap sealer",
"cushion -lock d-50-butyl sealer", "haco600" or approved equal
in accordance with manufacturer's instructions.
e. Galvanized sheet metal: gallon iron or steel sheet,
conforming to ASTM A525-67 or A446-67, as required with
minimum zinc coating of 1.25 oz/sq. ft. and 0.2% copper
bearing
f. Dissimilar Metals: where dissimilar metals come in contact,
paint the connection with an approved protective coating.
g. Flash and counter -flash all roof to wall conditions and
around all vents and chimney protections through roof
h. Insulate all metal flashing with wood with #15 felt
i. All exposed flashing and metal to be painted color per owner
3. Roof Accessories
a. Skylights. Glass or plastic skylights to comply with
IBC 2415/2610
1. Sizes and shapes indicated on the drawings
2. 1/4" nominal thickness acrylic clear tinted
3. Skylights shall be mounted on built -in curb 8minimum
4" where slope is less than 3:1) as detailed and is anodized
aluminum frame in color to match the window frames.
4. All skylights must have an ICC approval and copy of
the same must be on the job site for building inspector
approval.
b. Roof Windows:
1. Size and shapes per drawings
2. Aluminum dad fixed window per "Velux" ner 216 (or equal),
with dual glazing and roller shades sun screening
c. Anchor roof accessories securely in place as indicated and in
accordance with manufacturer's recommendations in a manner
which will permit roofing and flashing work to achieve a water
tight and weather proof installation.
4. Roof Drains
Size the roof drains and overflow per chapter 11 of LAPC 1503.4
Overflow scuppers to be designed per Table 11 - 1 of LAP C.
DOORS AND WINDOWS
1.Provide doors in place complete with finish hardware installed
the types, designs, and dimensions shown on the door schedule,
as shown on the drawings, and specified herein as needed for a
complete and proper installation.
2.Submit shop drawings for approval of all raised panel doors.
3.Hardware
h.Submit hardware schedule to owner to review
i.Finishes shall be selected by owner during submittal
process, for pricing purpose use "Baldwin".
j.A master keyed system to be specified on submittal
review.
4.Window Pricing
a."Fleetwood" for aluminum windows, equal or better
b."Marvin Integrity" series for clad windows, equal or better
c."Certain teed" for vinyl windows, equal or better
5.For pricing Purposes see Spec Book
"Timely"= for frames or use equal or better
"Ramco"= for hinges or use equal or better
"Schlage"= for levers or use equal or better
"Norton"= for closers or use equal or better
"Pemko"= for thresholds or use equal or better
"Cal Royal"= for doorstops or use equal or better
"Von Duprin"= for exit device or use equal or better
FINISHES
Lath and Plaster
1.confirm to latest addition of IBC 718, 2512, Table 2507.2, Table
2511.1.1 and "California Lathing and Plastering Association
Reference Specifications"
2.exterior cement plaster (stucco)
a.Portland cement plaster, mixed in proportion per references,
for machine application with integrally colored stucco finish as
selected by owner.
b.Vertical surfaces self-tuning galvanized metal lath
laminated back draft diamond mesh "B (U.S.G. or equal)
c.Horizontal surfaced paper backed 3/8" furred galvanized
metal rib lath
d.Masonry or concrete surfaces shall be cleaned with 10%
muriatic acid to water solution, rinsed with Clearwater,
and receive plaster bonding agent equal to "weld-crete".
Apply base code of plaster oven bonding agent, to
machine applied codes with finished stucco code as
selected by owner.
e.Bullnose: Weld-wire reinforcement with 7
8 rad. "nose" and
2-1/2" byk wik wound or equal. Installwith nails, wire, or
wire ties to the outside of the lath sufficiently to maintain
plumb (fed spec qq-w-461h)
3. Accessories
a.Casing beads equal to milcor or U.S.G. No 66 to be
installed at all locations where plaster stops against masonry,
concrete, wood, or metal surfaces and as otherwise shown or
drawings.
b.Expansion joints equal to milcor U.S.G. No 40 or
"fryreglet" as indicated.
c.Removal grounds or screeds as required to maintain
exact plaster thickness and place surfaces
3.Finishing: Provide smooth steel trowel (knock-down) finish after
the approved owner sample
Precast Concrete
1.Provide p.c.c. moldings, copings, sill, columns, etc, as shown on
drawings. products manufactured by C.D.I. or equal. For
installation use manufacturer's specifications or minimum 20
gallon brick ties.
2.Field cutting (rising diamond blades) may required to fit.
Gypsum Wallboard
1.Conform to latest edition of IBC 2508. 2508.1 and "American
Standard Specifications for the Application and Finishing of
Gypsum Wallboard"
2.regular 1/2" to 5/8" thick equal to U.S.G. tapered edge sheet rock
where type "X" or w/o wallboard is not required.
3.Panels where Type "X" is required
a.Regular and Type "X" single layer wallboard shall be installed
horizontally staggering end joints. Nail with 5d cooler nails (1/2"
wallboard), 6d cooler nails (5/8" wallboard), at 6" o.c. for ceiling and
7" o.c. for walls.
4.Water-resistant (w/r) 1/2" or 5/8" thick equal to U.S.G.
tapereded gesheetrock (regular panels) or fore code "C" (type
"X" panels) as required.
5.Accessories:
a.metal trim equal to U.S.G. No 402 where wallboard
abuts with other material or terminates
b.Corner beads equal to "pla-cor" traditional bullnose No
85 standard No 108 5 arch. at all external corners (or
equal). For installation use manufacture specifications.
c.Joint tape, bedding, finishing cement, adhesives and
laminating compound to be as recommended by
sheetrock manufacture and in compliance with UL inc.
for fire-resistive rating.
d.Access planel were indicated or required to be equal to
milcor "style dw". 22"X30" u.o.n.
h.a.Use resilient channels for ceiling between floors and all
e.interior walls.
6.Gyplap sheathing shall be equal to 1/2" thick U.S.G. gypsum
sheathing (trademark gyplap) encased with water-repellant
paper on both faces and long sides.
7.Finish coat: apply smooth finish coat capable of producing a
fine finish as approved from samples furnished to the owner.
CERAMIC AND STONE TILES
1.All ceramic and stone tiles shall be 1/4" to 1/2" thick selected by
the owner. Installation shall conform to the latest edition of the
"handbook for Ceramic Tile Installation " by the tile Council of
America for the following conditions.
2.Exterior wall stone tile veneer (maximum 1/2" thick) shall be
installed in accordance with W243 over a wood stud wall.
3.Exterior deck stiles and stone shall be installed over plywood
subfloor group l. ext. grade C.C. type or better conforming to
A.P.A. classification and US Product Standard 1-83. over
waterproofing with cement mortar in accordance with method
F103.
4.Bathtub wall tile shall be installed over an approved
"water-resistant" gypsum wall board with organic adhesives in
accordance with method B 413-87 or on cement motor in
accordance with method B 411.87.
5.Shower receptors/walls shall be installed with organic adhesives
over w/rgyp. Board in accordance with method B 416 or in
cement mortar in accordance with method B 414.
6.Tile tub shall be installed in accordance with method B 417
7.The countertops shall be installed in accordance with method C
611.
8.Interior tile floors shall be installed per method F141.
PAINTING
1.All surfaces to be clean, smooth and dry as required my
manufacture instructions for finish being applied.
2.Back paint all exterior and interior finish lumber and millwork,
including door and window frames, trim, cabinet work, etc. on all
surfaces to be concealed after installation.
3.Prime of stain and seal all exterior and interior wood scheduled
for opaque finish. Apply to all edges, ends, face underside and
backside of items to be exposed.
4.Surfaces of miscellaneous iron and steel not embedded in
concrete and all surfaces of unprimed plain sheet metal work
(not galvanized) shall be primed with zinc chocolate primer.
5.Galvanized (zinc) metalwork shall be primed with zinc dust, zinc
oxide primer.
6.Aluminum and aluminum ally surfaces shall be primed with zinc
chromate primer.
PLYWOOD
1.the building shall be entirely wrapped in plywood.
2.the Plywood should align with exterior face of shear walls.
Senate Bill 407 (2009) / California Civil Code Sections 1101.1 through
1101.8
2013 California Green Building Standards Code (CALGreen) Section
301
When Work Triggers SB 407
When the work will trigger plumbing fixture upgrades, the following
clarification and interpretation is made for each
type of building:
Single-family residential:
"All non-compliant plumbing fixtures will be required to be
upgraded with water-conserving plumbing
fixtures throughout the single-family residential building. [Civil Code
Section 1101.4(a)]
Clarification of Non-Compliant Plumbing Fixture
Please note that according to the definition of non-compliant
plumbing fixture in Civil Code Section 1101.3(c), the
existing plumbing fixture water usage/flow rate must exceed the
amount shown to be considered non-compliant. If
the existing plumbing fixture water usage/flow rate is equal to or lower
than the amount shown, it is not required to
be upgraded.
Civil Code
Division 2. Property
Part 4. Acquisition of Property
Title 4. Transfer
Chapter 2. Transfer of Real Property
1101.1.Except as provided in Section 1101.7, this article shall
apply to residential and commercial real property built and available
for use on or before January 1, 1994.
1101.2.For the purposes of this article:
(a)"Commercial real property" means any real property that is
improved with, or consisting of, a building that is intended for
commercial use, including hotels and motels, that is not a
single-family residential real property or a multifamily residential real
property.
(b)"Multifamily residential real property" means any real property
that is improved with, or consisting of, a building containing more than
one unit that is intended for human habitation, or any mixed
residential-commercial buildings or portions thereof that are intended
for human habitation. Multifamily residential real property includes
residential hotels but does not include hotels and motels that are not
residential hotels.
(c)"Noncompliant plumbing fixture" means any of the following:
(1)Any toilet manufactured to use more than 1.6 gallons of water
per flush.
(2)Any urinal manufactured to use more than one gallon of water
per flush.
(3)Any showerhead manufactured to have a flow capacity of more
than 2.5 gallons of water per minute.
(4)Any interior faucet that emits more than 2.2 gallons of water
per minute.
(d)"Single-family residential real property" means any real
property that is improved with, or consisting of, a building containing
not more than one unit that is intended for human habitation.
(e)"Water-conserving plumbing fixture" means any fixture that is in
compliance with current building standards applicable to a newly
constructed real property of the same type.
(f)"Sale or transfer" means the sale or transfer of an entire real
property estate or the fee interest in that real property estate and
does not include the sale or transfer of a partial interest, including a
leasehold.
HSC 116875
(a) No person shall use any pipe, pipe or plumbing fitting or fixture,
solder, or flux that is not lead free in the installation or repair of any
public water system or any plumbing in a facility providing water for
human consumption, except when necessary for the repair of leaded
joints of cast iron pipes.
(b)(1) No person shall introduce into commerce any pipe, pipe or
plumbing fitting, or fixture intended to convey or dispense water for
human consumption through drinking or cooking that is not lead free,
as defined in subdivision (e). This includes kitchen faucets, bathroom
faucets, and any other end-use devices intended to convey or
dispense water for human consumption through drinking or cooking,
but excludes service saddles, backflow preventers for nonpotable
services such as irrigation and industrial, and water distribution main
gate valves that are two inches in diameter and above.
(2) Pipes, pipe or plumbing fittings, or fixtures that are used in
manufacturing, industrial processing, for irrigation purposes, and any
other uses where the water is not intended for human consumption
through drinking or cooking are not subject to the requirements of
paragraph (1).
(3) For all purposes other than manufacturing, industrial processing,
or to convey or dispense water for human consumption, lead free is
defined in subdivision (f).
(c) No person engaged in the business of selling plumbing supplies,
except manufacturers, shall sell solder or flux that is not lead free.
(d) No person shall introduce into commerce any solder or flux that is
not lead free unless the solder or flux bears a prominent label stating
that it is illegal to use the solder or flux in the installation or repair of
any plumbing providing water for human consumption.
(e) For the purposes of this section, lead free means not more than
0.2 percent lead when used with respect to solder and flux and not
more than a weighted average of 0.25 percent when used with
respect to the wetted surfaces of pipes and pipe fittings, plumbing
fittings, and fixtures. The weighted average lead content of a pipe
and pipe fitting, plumbing fitting, and fixture shall be calculated by
using the following formula: The percentage of lead content within
each component that comes into contact with water shall be multiplied
by the percent of the total wetted surface of the entire pipe and pipe
fitting, plumbing fitting, or fixture represented in each component
containing lead. These percentages shall be added and the sum
shall constitute the weighted average lead content of the pipe and
pipe fitting, plumbing fitting, or fixture.
(f) For the purposes of paragraph (3) of subdivision (b), lead free,
consistent with the requirements of federal law, means not more than
0.2 percent lead when used with respect to solder and flux and not
more than 8 percent when used with respect to pipes and pipe
fittings. With respect to plumbing fittings and fixtures, lead free
means not more than 4 percent by dry weight after August 6, 2002,
unless the department has adopted a standard, based on health
effects, for the leaching of lead.
(g)(1) All pipe, pipe or plumbing fittings or fixtures, solder, or flux shall
be certified by an independent American National Standards Institute
(ANSI) accredited third party, including, but not limited to, NSF
International, as being in compliance with this section.
(2)(A) The certification described in paragraph (1) shall, at a
minimum, include testing of materials in accordance with the
protocols used by the Department of Toxic Substances Control in
implementing Article 10.1.2 (commencing with Section 25214.4.3 ) of
Chapter 6.5 of Division 20.
(B) The certification required pursuant to this subdivision shall not
interfere with either the department's exercise of its independent
authority to protect public health pursuant to this section, or the
Department of Toxic Substances Control's exercise of its independent
authority to implement Article 10.1.2 (commencing with Section
25214.4.3 ) of Chapter 6.5 of Division 20.
(3) It is the intent of the Legislature that this subdivision only provide
guidance and assistance to the entities that use an independent ANSI
accredited third party to demonstrate compliance with this section.
Any tests developed by an independent ANSI accredited third party in
accordance with this subdivision shall have no weight of authority
under California statute.
(4) Notwithstanding paragraph (1), the department shall retain its
independent authority in administering this article.
(h) This section shall become operative on January 1, 2010. The
requirement described in subdivision (g) shall not be construed in any
manner as to justify a delay in compliance with the lead-free standard
set forth in subdivision (e).
G2.0
GE
N
E
R
A
L
N
O
T
E
S
PA
R
T
1
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
GENERAL NOTES CONTINUED
GENERAL
1.PROVIDE EACH BEDROOM, BASEMENT, AND HABITABLE ATTICS WITH
A MINIMUM OF ONE EXTERIOR WINDOW WITH A 44 MAXIMUM CLEAR
OPENING HEIGHT, 5.7 SQ. FT. MINIMUM CLEAR OPENABLE AREA
(MINIMUM 5.0 SQ. FT. AT GRADE FLOOR OPENINGS), 24 MINIMUM
CLEAR OPENABLE HEIGHT AND 20 MINIMUM CLEAR WIDTH, OR AN
OPENABLE EXTERIOR EXIT DOOR. (CRC R310.2.1 AND CRC R310.2.2)
WINDOW WELLS, LADDERS, AND STEPS SHALL COMPLY WITH CRC
R310.2.3. BARS, GRILLES, COVERS, ANDS SCREENS SHALL BE
RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE
OF A KEY, TOOL, SPECIAL KNOWLEDGE, OR FORCE GREATER THAN
15LBS TO OPERATE THE EMERGENCY ESCAPE AND RESCUE
OPENINGS. (CRC R310.4)
2.EACH BATHROOM CONTAINING A BATHTUB, SHOWER OR
TUB/SHOWER COMBINATION SHALL BE MECHANICALLY VENTILATED
WITH ENERGY STAR APPROVED EQUIPMENT (MINIMUM 50CFM) WITH
AN INTEGRAL HUMIDISTAT INSTALLED. (CRC R303.3.1)
3.PROVIDE ATTIC CROSS VENTILATION: 1/150 OF ATTIC AREA OR 1/300
WITH AT LEAST 40% BUT MORE THAN 50% OF VENTS ARE 3 FT.
ABOVE EAVE AND BALANCE IS AT EAVE. AS AN ALTERNATIVE IN
CLIMATE ZONE 16 (TRUCKEE REGION), THE NET AREA MAY BE
REDUCED TO 1/300 WHEN A CLASS I OR II VAPOR BARRIER IS
INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. BAFFLES
ARE REQUIRED AT VENTS FOR INSULATION. PROVIDE MINIMUM OF 1
INCH OF AIR SPACE BETWEEN INSULATION AND ROOF SHEATHING.
(CRC R806)
4.ENCLOSED RAFTER SPACES SHALL HAVE 1 INCH CLEAR CROSS
VENTILATION. (PROPERLY SIZED RAFTERS FOR INSULATION) (CRC
R806.3)
5.UNDER FLOOR CROSS VENTILATION: MINIMUM 1.0 SQ. FT. FOR EACH
150 SQ. FT. OF UNDER FLOOR WHEN A CLASS 1 VAPOR RETARDER IS
INSTALLED ON THE GROUND SURFACE THE MINIMUM AREA OF
VENTILATION MAY BE LIMITED TO 1SQ.FT FOR EACH 1,500 SQUARE
FEET OF UNDER-FLOOR ONE VENTILATION OPENING SHALL BE
WITHIN THREE (3) FEET OF EACH CORNER OF THE BUILDING (CRC
R408.1). UNVENTED CRAWL SPACES SHALL COMPLY WITH CRC
R408.3.
6.THE FOLLOWING AREAS SHALL HAVE SAFETY GLAZING: (CRC R308.4)
·SLIDING/SWINGING GLASS DOORS
·GLAZING IN WALLS AND ENCLOSURES FACING HOT TUBS, SPAS,
WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND
SWIMMING POOLS WHERE THE GLAZING IS LESS THAN 60 INCHES
ABOVE THE STANDING SURFACE WITHIN THE COMPARTMENT AND
WITHIN 60 INCHES HORIZONTALLY OF THE WATER S EDGE (CRC
R308.4.5)
·GLAZING WITHIN A 24 ARC OF A DOOR THAT IS LESS THAN 60 INCHES
ABOVE THE FLOOR. GLAZING INSTALLED PERPENDICULAR TO A
DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE DOOR
ONLY REQUIRES SAFETY GLAZING IF IT IS ON THE HINGE SIDE OF AN
INSWING DOOR. (CRC R308.4.2).
·GLAZING WHERE THE EXPOSED AREA IS GREATER THAN 9SQ.FT,
BOTTOM IS LESS THAN 18 IN. AND AT LEAST 36 IN. ABOVE THE FLOOR,
AND ADJACENT TO A WALKING SURFACE
·WITHIN 60IN. OF THE BOTTOM TREAD OF A STAIRWAY AND LESS
THAN 36IN. ABOVE THE LANDING
·GLAZING IN GUARDS AND RAILINGS
·GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN
36IN. HORIZONTALLY OF THE WALKING SURFACE LESS THAN 36IN.
ABOVE THE WALKING SURFACE
·PROVIDE LANDINGS AND A PORCH LIGHT AT ALL EXTERIOR DOORS.
LANDINGS ARE TO BE MINIMUM 3 FT DEEP X WIDTH OF DOOR.
LANDINGS AT REQUIRED EGRESS DOORS MAY STEP DOWN A
MAXIMUM OF 7.75 INCHES WHEN THE DOOR DOES NOT SWING OVER
THE LANDING AND 1.5 INCHES WHEN DOOR SWINGS ONTO THE
LANDING. OTHER THAN REQUIRED EXTERIOR EXIT DOORS MAY HAVE
A THRESHOLD OF 7.75 INCHES MAXIMUM; A LANDING IS NOT
REQUIRED IF A STAIR WITH TWO OR FEWER RISERS IS LOCATED ON
THE EXTERIOR SIDE AND THE DOOR DOES NOT SWING OVER THE
STAIRWAY. (CRC R311.3-R311.3.2)
FOUNDATIONS & CONCRETE SLABS
CONCRETE STRENGTH(S):
_______________________________________________________
REBAR GRADES:
_____________________________________________________________
1.SLOPE DRAINAGE 6 WITHIN THE FIRST 10FT. FROM THE FOUNDATION
WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT THE
10FT DISTANCE, A 2-5 PERCENT SLOPE SHALL BE PROVIDED TO AN
APPROVED ALTERNATIVE METHOD OF DIVERTING THE WATER AWAY
FROM THE FOUNDATION. IMPERVIOUS SURFACES SHALL ALSO BE
SLOPED A MINIMUM OF 2 PERCENT FOR 10FT AWAY FROM
STRUCTURES TO AN APPROVED DRAINAGE WAY. (CRC R401.3)
2.FOOTINGS SHALL EXTEND AT LEAST 12 INCHES INTO THE
UNDISTURBED GROUND SURFACE. (CRC R403.1.4) UNLESS ERECTED
ON SOLID ROCK, TO PROTECT AGAINST FROST AND FREEZING, THE
MINIMUM FOUNDATION DEPTH IS 18 INCHES BELOW GRADE IF
BETWEEN 4,000-7,000 FOOT ELEVATION AND 24 INCHES BELOW
GRADE FOR 7,000 FOOT ELEVATION AND ABOVE. EXCEPTION:
INTERIOR FOOTINGS SHALL BE A MINIMUM OF 12 INCHES BELOW
GRADE. (L-V 3.14)
3.STEPPED FOOTINGS SHALL BE USED WHEN SLOPE OF FOOTING
BOTTOM IS GREATER THAN 1 IN 10 (V: H).
4.CONCRETE SLABS: 3 ½ MINIMUM (CRC R506.1). SLABS UNDER LIVING
AREAS AND GARAGES SHALL BE REINFORCED WITH WIRE 6 X 6 , 10
GAUGE X 10 GAUGE WELDED MESH OR EQUIVALENT STEEL
REINFORCEMENT AND 4 THICKNESS OF 3/8 MINIMUM GRAVEL UNDER
THE CONCRETE SLAB. SEPARATE FROM SOIL WITH A 6 MIL
POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED NOT LESS
THAN 6 INCHES IN LIVING AREAS. A CAPILLARY BREAK SHALL BE
INSTALLED WHEN A VAPOR RETARDER IS REQUIRED.
5.PROVIDE 18 X 24 FOUNDATION ACCESS THROUGH THE FLOOR OR
16 X24 ACCESS THROUGH A PERIMETER WALL. (CRC R408.4)
6.MINIMUM SILL BOLTING: ½ ANCHOR BOLTS OR APPROVED ANCHORS
AT 6 FT. O.C. MAXIMUM FOR ONE-STORY (CRC R403.1.6). USE
ANCHOR BOLTS AT 4 FT. O.C. MAXIMUM FOR THREE STORY
CONSTRUCTION. EMBED BOLTS 7 MINIMUM. THE ANCHOR BOLTS
SHALL BE PLACED IN THE MIDDLE THIRD OF THE WIDTH OF THE
PLATE. LOCATE END BOLTS NOT LESS THAN 7 BOLT DIAMETERS, NOR
MORE THAN 12 FROM ENDS OF SILL MEMBERS. IN SDC D0 AND
ABOVE: PROVIDE 3 X3 X0.229 PLATE WASHERS ON EACH BOLT AT
BRACED OR SHEAR WALL LOCATIONS, STANDARD CUT WASHERS
SHALL BE PERMITTED FOR ANCHOR BOLTS NOT LOCATED IN
BRACED/SHEAR WALL LINES.
CLEARANCES AND TREATMENT FOR WOOD FRAMING
1.WEATHER EXPOSED GLU-LAM, BEAMS AND POSTS SHALL BE
PRESSURE TREATED OR SHALL BE WOOD OF NATURAL RESISTANCE
TO DECAY (CRC R317.1.3 & 5)
2.COLUMNS EXPOSED TO THE WEATHER OR IN BASEMENTS WHEN
SUPPORTED ON CONCRETE PIER OR METAL PEDESTALS SHALL BE
PRESSURE TREATED OR NATURAL RESISTANCE TO DECAY UNLESS
THE PIER/PEDESTALS PROJECT 1 ABOVE CONCRETE OR 6 ABOVE
EARTH AND THE EARTH IS COVERED BY AN APPROVED IMPERVIOUS
MOISTURE BARRIER. (CRC R317.1.4 EXC. 1)
3.COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED AREAS
LOCATED WITHIN THE PERIPHERY OF THE BUILDING SHALL BE
PRESSURE TREATED OR NATURAL RESISTANCE TO DECAY UNLESS
THE COLUMN IS SUPPORTED BY A CONCRETE PIER OR METAL
PEDESTAL OF A HEIGHT 8 OR MORE AND THE EARTH IS COVERED BY
AN IMPERVIOUS MOISTURE BARRIER. (CRC R317.1.4 EXC. 2)
4.DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL
PEDESTALS PROJECTING NOT LESS THAN 1 ABOVE A CONCRETE
FLOOR OR 6 ABOVE EXPOSED EARTH. (CRC R317.1.4 EXC. 3)
WALLS
1.POSITIVE POST TO BEAM CONNECTION SHALL BE PROVIDED TO
ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. (CRC R502.9
& CBC 2304.9.7)
2.ALL FASTENERS USED FOR ATTACHMENT OF SIDING & INTO
PRESSURE TREATED LUMBER SHALL BE OF A CORROSION
RESISTANT TYPE (CRC R317.3).
3.FIRE-BLOCK IN CONCEALED SPACES OF STUD WALLS/PARTITIONS,
VERTICALLY AT CEILING/FLOOR LEVELS, HORIZONTALLY AT 10FT.
INTERVALS. FIRE-BLOCK AT SOFFITS, DROP CEILINGS/SIMILAR
LOCATIONS & IN CONCEALED SPACES AT THE TOP/BOTTOM OF STAIR
STRINGERS. (CRC R302.11)
4.PROVIDE APPROVED BUILDING PAPER UNDER THE BUILDING SIDING
AND APPROVED FLASHING AT EXTERIOR OPENINGS (CRC R703.2).
SPECIFY A MINIMUM OF 2 LAYERS OF GRADE D PAPER UNDER
STUCCO AND 2 LAYERS OF 15LB FELT (OR EQUIVALENT) UNDER
STONE VENEER.
5.STUCCO SHALL HAVE A MINIMUM CLEARANCE TO EARTH OF 4
INCHES AND 2 INCHES TO PAVED SURFACES WITH AN APPROVED
WEEP SCREED. (CRC R703.7.2.1) MASONRY STONE VENEER SHALL BE
FLASHED BENEATH THE FIRST COURSE OF MASONRY AND PROVIDED
WITH WEEP HOLES IMMEDIATELY ABOVE THE FLASHING. (CRC
R703.8.5 AND R703.8.6)
ROOF
1.PROVIDE A MINIMUM 22 X 30 ACCESS OPENING TO ATTIC (CRC
R807); MAY BE REQUIRED TO BE 30 X30 TO REMOVE THE LARGEST
PIECE OF MECHANICAL EQUIPMENT PER THE CALIFORNIA
MECHANICAL CODE.
2.ROOF DRAINS/GUTTERS REQUIRED TO BE INSTALLED PER THE
CALIFORNIA PLUMBING CODE WITH LEAF/ DEBRIS PROTECTION ALSO
INSTALLED.
4.ASPHALT SHINGLES WITH SLOPED ROOFS 2/12 TO 4/12 SHALL HAVE
TWO LAYERS OF UNDERLAYMENT APPLIED PER CRC R905.2.2.
GARAGE AND CARPORT
1.GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT & ATTIC
AREA BY ½ INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
GARAGE BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY NOT
LESS THAN 5/8 TYPE X GYPSUM BOARD. STRUCTURE SUPPORTING
FLOOR/CEILING ASSEMBLIES USED FOR REQUIRED SEPARATIONS
SHALL HAVE ½ GYPSUM BOARD INSTALLED MINIMUM. DOOR
OPENINGS FROM THE GARAGE TO THE DWELLING SHALL BE SOLID
WOOD/STEEL DOORS OR HONEYCOMB STEEL DOORS NOT LESS
THAN 1 3/8 THICK OR A 20 MINUTE RATED FIRE DOOR. DOORS SHALL
BE SELF-CLOSING & SELF-LATCHING. NO OPENINGS DIRECTLY INTO A
SLEEPING ROOM FROM THE GARAGE. WHEN THE DWELLING AND
GARAGE HAS FIRE SPRINKLERS INSTALLED PER R309.6 AND R313,
DOORS INTO THE DWELLING UNIT FROM THE GARAGE ONLY NEED TO
BE SELF-CLOSING AND SELF-LATCHING. (CRC R302.5.1 & T-R302.6)
(CARPORTS OPEN ON TWO OR MORE SIDES AND NO ENCLOSED
AREAS ABOVE DO NOT REQUIRE A SEPARATION)
2.DUCTS PENETRATING THE GARAGE TO DWELLING SEPARATION
SHALL BE A MINIMUM OF 26 GAUGE WITH NO OPENINGS INTO THE
GARAGE. (CRC R302.5.2)
3.PENETRATIONS THROUGH THE GARAGE TO DWELLING SEPARATION
WALL (OTHER THAN DUCTS AS LISTED ABOVE) SHALL BE
FIRE-BLOCKED PER CRC SECTION R302.11, ITEM #4.
4.GARAGE AND CARPORT FLOOR SURFACES SHALL BE
NON-COMBUSTIBLE MATERIAL AND SLOPE TO DRAIN TOWARDS THE
GARAGE DOOR OPENING. (CRC R309.1)
5.APPLIANCES AND RECEPTACLES INSTALLED IN GARAGE
GENERATING A GLOW, SPARK OR FLAME SHALL BE LOCATED 18
ABOVE FLOOR UNLESS IT IS LISTED AS FLAMMABLE VAPOR IGNITION
RESISTANT. PROVIDE PROTECTIVE POST OR OTHER IMPACT
BARRIER FROM VEHICLES (CMC 308.0).
STAIRWAYS & RAMPS
1.EXTERIOR STAIR STRINGERS MUST BE NATURALLY RESISTANT TO
DECAY OR PRESSURE TREATED. (CRC R317.1)
2.RISE SHALL BE MAXIMUM 7.75 ; RUN SHALL BE 10 MINIMUM;
HEADROOM 6 -8 MINIMUM; WIDTH 36 MINIMUM, 31.5 BETWEEN A
HANDRAIL ON ONE SIDE AND 27 WITH HANDRAILS ON TWO SIDES.
VARIATION BETWEEN RISER HEIGHTS 3/8 MAXIMUM. A NOSING NOT
LESS THAN .75 INCHES BUT NOT MORE THAN 1.25 INCHES SHALL BE
PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE TREAD
DEPTH IS LESS THAN 11 INCHES. THE LEADING EDGE OF TREADS
SHALL PROJECT NOT MORE THAN 1.25 INCHES BEYOND THE TREAD
BELOW. OPEN RISERS ARE PERMITTED, PROVIDED THE OPENING
BETWEEN THE TREADS DOES NOT PERMIT THE PASSAGE OF A 4
SPHERE. (OPENINGS ARE NOT LIMITED WHEN THE STAIR HAS A RISE
OF 30 OR LESS). (CRC R311.7)
3.STAIRWAYS WITH 4 OR MORE RISERS SHALL HAVE A HANDRAIL ON
ONE SIDE 34 TO 38 ABOVE THE TREAD NOSING. CIRCULAR
HANDRAILS SHALL HAVE AN OUTSIDE DIAMETER OF 1.25 -2 ; IF NOT
CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF 4 -6.25 WITH
A MAXIMUM CROSS SECTIONAL DIMENSION OF 2.25 . SEE R311.7.8.3
ITEM# 2 FOR TYPE II HANDRAILS WITH A PARAMETER OVER 6.25 . A
MINIMUM CLEARANCE OF 1.5 SHALL BE MAINTAINED FROM THE WALL
OR OTHER SURFACE. HANDRAILS SHALL BE RETURNED, TERMINATE
IN NEWEL POSTS, OR SAFETY TERMINALS. (CRC R311.7.8.2)
4.GUARDS SHALL BE 42 MINIMUM HEIGHT (UNLESS ACTING AS A
HANDRAIL/GUARD FOR A STAIRWAY; THE GUARD HEIGHT MAY BE
34 -38 IN HEIGHT), WITH OPENINGS LESS THAN 4 INCHES CLEAR
(GUARDS ON THE OPEN SIDES OF STAIRS MAY HAVE 4 3/8
OPENINGS). (CRC R312)
5.PROVIDE LANDINGS AT THE TOP/BOTTOM OF THE STAIRWAY THE
WIDTH OF THE STAIRWAY. THE DEPTH OF THE LANDING SHALL BE 36
MINIMUM. (SEE CRC R311.7.6 FOR EXCEPTIONS).
6.USABLE SPACES UNDERNEATH ENCLOSED/UNENCLOSED
STAIRWAYS SHALL BE PROTECTED BY A MINIMUM OF ½ GYPSUM
BOARD. (CRC R302.7)
7.RAMPS SERVING THE EGRESS DOOR SHALL HAVE A SLOPE OF NOT
MORE THAN 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.3-PERCENT
SLOPE). ALL OTHER RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1
UNIT VERTICAL IN 8 UNITS HORIZONTAL (12.5-PERCENT SLOPE).
EXCEPTION: WHERE IT IS TECHNICALLY INFEASIBLE TO COMPLY
BECAUSE OF SITE CONSTRAINTS, RAMPS SHALL HAVE A SLOPE OF
NOT MORE THAN 1 UNIT VERTICAL IN 8 UNITS HORIZONTAL
(12.5-PERCENT SLOPE) (CRC R311.8.1). PROVIDE 3 X3 LANDINGS AT
THE TOP AND BOTTOM OF RAMPS, WHERE DOORS OPEN ONTO
RAMPS, AND WHERE RAMPS CHANGE DIRECTIONS. (CRC R311.8)
DECKS
1.GUARDS ARE REQUIRED IF DECK OR FLOOR IS OVER 30 ABOVE
GRADE, MINIMUM 42 HIGH, WITH OPENINGS LESS THAN 4 (CRC
R312). GUARDRAILS SHALL BE DESIGNED AND DETAILED FOR
LATERAL FORCES ACCORDING TO CRC TABLE 301.5.
2.PROVIDE DECK LATERAL LOAD CONNECTIONS AT EACH END OF THE
DECK AND AT DECK INTERSECTIONS PER CRC R507.2.4.
CONNECTORS SHALL HAVE A MINIMUM ALLOWABLE STRESS DESIGN
CAPACITY OF 1,500LBS AND INSTALL WITH 24 OF THE END OF THE
DECK. 750LB RATED DEVICES ARE ALLOWED (DTT1Z AS EXAMPLE) IF
LOCATED EVENLY AT 4 POINTS ALONG THE DECK.
3.POSTS/COLUMNS SHALL BE RETRAINED AT THE BOTTOM END TO
PREVENT LATERAL DISPLACEMENT; CLEARLY SHOW APPROVED
POST BASES, STRAPS, ETC TO ACHIEVE THIS PER CRC R407.3
4.HARDWARE AND FASTENERS TO BE HOT-DIPPED GALVANIZED,
STAINLESS STEEL, SILICON BRONZED OR COPPER. (CRC R317.3)
ELECTRICAL
1.NO ELECTRICAL PANELS SHALL BE IN CLOSETS OF BATHROOMS.
MAINTAIN A CLEARANCE OF 36 INCHES IN FRONT OF PANELS, 30
WIDE OR WIDTH OF EQUIPMENT AND 6 -6 HIGH FOR HEADROOM (CEC
110.26).
2.A CONCRETE-ENCASED ELECTRODE (UFER) CONSISTING OF 20 OF
REBAR OR #4 COPPER WIRE PLACED IN THE BOTTOM OF A FOOTING
IS REQUIRED FOR ALL NEW CONSTRUCTION. (CEC 250.52(A) BOND
ALL METAL GAS AND WATER PIPES TO GROUND. ALL GROUND
CLAMPS SHALL BE ACCESSIBLE AND OF AN APPROVED TYPE. (CEC
250.104)
3.ALL 15/20 AMPERE RECEPTACLES INSTALLED PER CEC 210.52 SHALL
BE LISTED TAMPER-RESISTANT RECEPTACLES. (CEC 406.12)
4.ALL BRANCH CIRCUITS SUPPLYING 15/20 AMPERE OUTLETS IN
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, KITCHENS, LAUNDRY ROOM OR SIMILAR
ROOMS/AREAS SHALL BE PROTECTED BY A LISTED COMBINATION
TYPE ARC-FAULT CIRCUIT INTERRUPTER. (CEC 210.12)
5.PROVIDE A MINIMUM OF ONE 20A CIRCUIT TO BE USED FOR THE
LAUNDRY RECEPTACLE. (CEC 210.11(C)(2)) PROVIDE A MINIMUM OF
ONE 20A CIRCUIT FOR BATHROOM RECEPTACLE OUTLETS. (CEC
210.11(C)(3)
6.PROVIDE AT LEAST 1 OUTLET IN BASEMENTS, GARAGES, LAUNDRY
ROOMS, DECKS, BALCONIES, PORCHES AND WITHIN 3 OF THE
OUTSIDE OF EACH BATHROOM BASIN. (CEC 210.52 (D), (F) & (G))
7.FURNACES INSTALLED IN ATTICS AND CRAWL SPACES SHALL HAVE
AN ACCESS PLATFORM (CATWALK IN ATTICS LIGHT SWITCH AND
RECEPTACLE IN THE SPACE. PROVIDE A SERVICE RECEPTACLE FOR
THE FURNACE. (CEC 210.63)
8.ALL DWELLINGS MUST HAVE ONE EXTERIOR OUTLET AT THE FRONT
AND THE BACK OF THE DWELLING. (CEC 210.52(E))
9.GARAGE RECEPTACLES SHALL NOT SERVE OUTLETS OUTSIDE THE
GARAGE. A MINIMUM OF 1 RECEPTACLE SHALL BE PROVIDED FOR
EACH CAR SPACE. (210.52(G)(1))
10.A 15/20 AMP RECEPTACLE SHALL BE INSTALLED WITHIN 50FT OF
ELECTRICAL SERVICE EQUIPMENT. (CEC 210.64)
11.KITCHENS, DINING ROOMS, PANTRIES, BREAKFAST NOOKS, AND
SIMILAR AREAS MUST HAVE A MINIMUM OF TWO 20A CIRCUITS.
KITCHEN, PANTRY, BREAKFAST NOOKS, DINING ROOMS, AND SIMILAR
AREAS COUNTER OUTLETS MUST BE INSTALLED IN EVERY COUNTER
SPACE 12 INCHES OR WIDER, NOT GREATER THAN 4 O.C., WITHIN
24 INCHES OF THE END OF ANY COUNTER SPACE AND NOT HIGHER
THAN 20 ABOVE COUNTER. (CEC 210.52 (C)) ISLAND COUNTER
SPACES SHALL HAVE AT LEAST 1 RECEPTACLE OUTLET UNLESS A
RANGE TOP OR SINK IS INSTALLED THAN 2 RECEPTACLES MAY BE
REQUIRED. 1 RECEPTACLE IS REQUIRED FOR PENINSULAR COUNTER
SPACES. RECEPTACLES SHALL BE LOCATED BEHIND KITCHEN SINKS
IF THE COUNTER AREA DEPTH BEHIND THE SINK IS MORE THAN 12
FOR STRAIGHT COUNTERS AND 18 FOR CORNER INSTALLATIONS.
(CEC FIGURE 210.52(C)(1))
12.RECEPTACLES SHALL BE INSTALLED AT 12 O.C. MAXIMUM IN WALLS
STARTING AT 6 MAXIMUM FROM THE WALL END. WALLS LONGER
THAN TWO FEET SHALL HAVE A RECEPTACLE. HALLWAY WALLS
LONGER THAN 10 FT SHALL HAVE A RECEPTACLE IN HALLWAYS. (CEC
210.52(A))
13.RECEPTACLES SHALL NOT BE INSTALLED WITHIN OR DIRECTLY OVER
A BATHTUB OR SHOWER STALL. (CEC 406.9(C) LIGHT PENDANTS,
CEILING FANS, LIGHTING TRACKS, ETC SHALL NOT BE LOCATED
WITHIN 3FT HORIZONTALLY AND 8FT VERTICALLY ABOVE A SHOWER
AND/OR BATHTUB THRESHOLD. (CEC 410.10(D))
14.ALL LIGHTING/FAN FIXTURES LOCATED IN WET OR DAMP LOCATIONS
SHALL BE RATED FOR THE APPLICATION. (CEC 410.10)
15.GFCI OUTLETS ARE REQUIRED: FOR ALL KITCHEN RECEPTACLES
THAT ARE DESIGNED TO SERVE COUNTERTOP SURFACES,
DISHWASHERS, BATHROOMS, IN UNDER-FLOOR SPACES OR BELOW
GRADE LEVEL, IN EXTERIOR OUTLETS, WITHIN 6 OF A
LAUNDRY/UTILITY/WET BAR INKS, LAUNDRY AREAS, AND IN ALL
DEVICE OR GARAGE DOOR OPENER (CEC 210.8).
16.CARBON-MONOXIDE ALARMS SHALL BE INSTALLED IN DWELLING
UNITS WITH FUEL-BURNING APPLIANCES OR WITH ATTACHED
GARAGES (CRC R315):
·OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
VICINITY OF BEDROOMS
·ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS
·ALTERATIONS, REPAIRS, OR ADDITIONS EXCEEDING 1,000 DOLLARS
(MAY BE BATTERY OPERATED)
17.SMOKE ALARMS SHALL BE INSTALLED (CRC (R314):
·IN EACH ROOM USED FOR SLEEPING PURPOSES.
·OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
VICINITY OF BEDROOMS.
·IN EACH STORY, INCLUDING BASEMENTS.
·SHALL NOT BE INSTALLED WITHIN 20FT HORIZONTALLY OF COOKING
APPLIANCES AND NO CLOSER THAN 3FT TO MECHANICAL
REGISTERS, CEILING FANS AND BATHROOM DOORS WITH A BATHTUB
OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A
SMOKE DETECTOR (314.3(4)).
·ALTERATIONS, REPAIRS, OR ADDITIONS EXCEEDING 1,000 DOLLARS.
(MAY BE BATTERY OPERATED)
18.ALL SMOKE AND CARBON-MONOXIDE ALARMS SHALL BE HARDWIRED
WITH A BATTERY BACKUP (SMOKE ALARMS SHALL HAVE A 10-YEAR
SEALED BATTERY). (CRC R314.4 & R315.1.2)
19.ALL 15/20 AMPERE RECEPTACLES IN WET LOCATIONS SHALL HAVE
IN-USE (BUBBLE) COVERS INSTALLED. ALL RECEPTACLES IN WET
LOCATIONS SHALL ALSO BE LISTED WEATHER-RESISTANT TYPE.
(CEC 406.9(B)(1)
PLUMBING
1.UNDERFLOOR CLEANOUTS SHALL NOT BE MORE THAN 5 FEET FROM
AN UNDERFLOOR ACCESS, ACCESS DOOR OR TRAP DOOR. (CPC
707.9)
2.ABS PIPING SHALL NOT BE EXPOSED TO DIRECT SUNLIGHT UNLESS
PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS. (CPC
312.13)
3.PVC PIPING SHALL NOT BE EXPOSED TO DIRECT SUNLIGHT UNLESS
PROTECTED BY WATER BASED SYNTHETIC LATEX PAINT, .04 THICK
WRAP OR OTHERWISE PROTECTED FROM UV DEGRADATION. (CPC
312.14)
4.THE ADJACENT SPACE NEXT TO SHOWERS WITHOUT THRESHOLDS
SHALL BE CONSIDERED A WET LOCATION WHEN USING THE CRC,
CBC, AND THE CEC. (CPC 408.5)
5.SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, SHALL HAVE A
MINIMUM FINISHED INTERIOR OF 1024 SQUARE INCHES (32 BY 32 )
AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30 CIRCLE. THE
REQUIRED AREA AND DIMENSIONS SHALL BE MEASURED AT A
HEIGHT EQUAL TO THE TOP OF THE THRESHOLD AND SHALL BE
MAINTAINED TO A POINT OF NOT LESS THAN 70 ABOVE THE SHOWER
DRAIN OUTLET. (CPC 408.6) PROVIDE CURTAIN ROD OR DOOR A
MINIMUM OF 22 IN WIDTH (CPC 408.5). SHOWERS AND TUBS WITH
SHOWERS REQUIRE A NON-ABSORBENT SURFACE UP TO 6 ABOVE
THE FLOOR. (CRC R307.2)
6.WATER HEATERS: PROVIDE PRESSURE RELIEF VALVE WITH DRAIN
TO OUTSIDE FOR WATER HEATER. (CPC 504.6) PROVIDE SEISMIC
STRAPPING IN THE UPPER & LOWER THIRD OF THE WATER HEATER A
MINIMUM OF 4 ABOVE CONTROLS. (CPC 507.2) THE WATER HEATER
SHALL BE OF AN INSTANTANEOUS TYPE OR THE FOLLOWING SHALL
BE PROVIDED (NEW CONSTRUCTION ONLY ) (CEC 150(N)):
·A 120V RECEPTACLES PROVIDED WITHIN 3FT
·A CATEGORY III OR IV VENT, OR A STRAIGHT (WITHOUT BENDS) TYPE
B VENT
·CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN
THE BASE OF THE WATER HEATER
·GAS SUPPLY LINE WITH A MINIMUM 200,000 BTU/HR DEDICATED
CAPACITY FOR THE WATER HEATER
·DOMESTIC HOT WATER LINES SHALL BE INSULATED. INSULATION
SHALL BE THE THICKNESS OF THE PIPE DIAMETER UP TO 2 IN SIZE
AND MINIMUM 2 THICKNESS FOR PIPES LARGER THAN 2 IN
DIAMETER. (CPC 609.11)
·A 3-INCH GRAVITY DRAIN SHALL BE PROVIDED AT THE LOW POINT OF
UNDERFLOOR SPACES, INSTALLED SO AS TO PROVIDE 1/4-INCH PER
FOOT GRADE AND TERMINATE AT AN EXTERIOR POINT OF THE
BUILDING PROTECTED FROM BLOCKAGE. THE OPENING SHALL BE
SCREENED WITH A CORROSION-RESISTANT WIRE MESH WITH MESH
OPENINGS OF 1/4-INCH IN DIMENSION. LENGTHS OF THE GRAVITY
DRAINS OVER 10 FEET IN LENGTH SHALL BE FIRST APPROVED BY
THE BUILDING OFFICIAL. (L-V 8.9)
·WATER HEATERS LOCATED IN ATTICS, CEILING ASSEMBLIES AND
RAISED FLOOR ASSEMBLIES SHALL SHOW A WATER-TIGHT
CORROSION RESISTANT MINIMUM 1 ½ DEEP PAN UNDER THE WATER
HEATER WITH A MINIMUM ¾ INCH DRAIN TO THE EXTERIOR OF THE
BUILDING. (CPC 507.5)
·WATER CLOSET SHALL BE LOCATED IN A SPACE NOT LESS THAN 30
IN WIDTH (15 ON EACH SIDE) AND 24 MINIMUM CLEARANCE IN
FRONT. (CPC 402.5)
11.THE MAXIMUM HOT WATER TEMPERATURE DISCHARGING FROM A
BATHTUB OR WHIRLPOOL BATHTUB FILLER SHALL NOT EXCEED 120
DEGREES F. (CPC 418)
12.PROVIDE ANTI-SIPHON VALVES ON ALL HOSE BIBS. (CPC 603.5.7)
13.FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER. (CPC
1007)
14.MAXIMUM WATER FLOW RATES. (CGBSC 4.303.1):
·WATER CLOSETS: 1.28GPF
·URINALS: .125GPF
·KITCHEN FAUCETS: 1.8GPM @ 60PSI
·LAVATORY FAUCETS: 1.2PGM @ 60PSI
·SHOWERHEADS: 2GPM
MECHANICAL
1.WOOD BURNING APPLIANCES SHALL BE ONE OF THE FOLLOWING:
·A PELLET-FUELED WOOD BURNING HEATER.
·A U.S. EPA PHASE II CERTIFIED WOOD BURNING HEATER.
·AN APPLIANCE OR FIREPLACE DETERMINED TO MEET THE U.S. EPA
PARTICULATE MATTER EMISSION STANDARD OF LESS THAN 7.5
GRAMS PER HOUR FOR A NON-CATALYTIC WOOD FIRED APPLIANCE
OR 4.1 GRAMS PER HOUR FOR A CATALYTIC WOOD FIRED APPLIANCE
AND IS APPROVED IN WRITING BY THE APCO.
1.ALL NEWLY INSTALLED GAS FIREPLACES SHALL BE DIRECT VENT
AND SEALED-COMBUSTION TYPE. (CMC 912.2)
2.ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL HAVE A
PERMANENT NSPS LABEL CERTIFYING EMISSION LIMITS.
3.TOP CHIMNEY MUST EXTEND A MINIMUM OF 2 FT. ABOVE ANY PART
OF THE BUILDING WITHIN 10 FT. (CMC 802.5.4)
4.FIREPLACES SHALL HAVE CLOSABLE METAL OR GLASS DOORS, HAVE
COMBUSTION AIR INTAKE DRAWN FROM THE OUTSIDE AND HAVE A
READILY ACCESSIBLE FLUE DAMPENER CONTROL. CONTINUOUS
BURNING PILOT LIGHTS ARE PROHIBITED. (CEC 150.0(E))
5.PROVIDE COMBUSTION AIR FOR ALL GAS FIRED APPLIANCES PER
CMC CHAPTER 7.
6.GAS VENTS PASSING THROUGH AN INSULATED ASSEMBLY SHALL
HAVE A METAL INSULATION SHIELD A MINIMUM 2 ABOVE INSULATION.
(509.6.2.7)
7.GAS WATER HEATER AND FURNACE ARE NOT ALLOWED IN AREAS
OPENING INTO BATHROOMS, CLOSETS OR BEDROOMS UNLESS
INSTALLED IN A CLOSET EQUIPPED WITH A LISTED GASKETED DOOR
ASSEMBLY AND A LISTED SELF-CLOSING DEVICE WITH ALL
COMBUSTION AIR OBTAINED FROM THE OUTDOORS. (CPC 504)
8.ROOF TOP EQUIPMENT ON ROOFS WITH OVER 4/12 SLOPE SHALL
HAVE A LEVEL 30 X30 WORKING PLATFORM. (CMC 304.2)
9.EXHAUST OPENINGS TERMINATING TO THE OUTDOORS SHALL BE
COVERED WITH A CORROSION RESISTANT SCREEN ¼ -1/2 IN
OPENING SIZE (NOT REQUIRED FOR CLOTHES DRYERS). (CMC 502.1)
10. VENT DRYER TO OUTSIDE OF BUILDING (NOT TO UNDER-FLOOR
AREA). VENT LENGTH SHALL BE 14 MAXIMUM. SHALL TERMINATE A
MINIMUM OF 3 FROM THE PROPERTY LINE AND ANY OPENING INTO
THE BUILDING. (CMC 504.4.2)
11. ENVIRONMENTAL AIR DUCTS SHALL NOT TERMINATE LESS THAN 3
TO A PROPERTY LINE, 10 TO A FORCED AIR INLET, 3 TO OPENINGS
INTO THE BUILDING AND SHALL NOT DISCHARGE ON TO A PUBLIC
(CMC 502.2.1)
12. PROVIDE MINIMUM 100 SQUARE INCHES MAKE-UP AIR FOR CLOTHES
DRYERS INSTALLED IN CLOSETS. (CMC 504.4.1(1))
13. HEATING SYSTEM IS REQUIRED TO MAINTAIN 68 DEGREES AT 3 FT.
ABOVE FLOOR LEVEL AND 2FT FROM EXTERIOR WALLS IN ALL
HABITABLE ROOMS. (CRC R303.9)
ENERGY CODE
1.ALL DUCTS IN CONDITIONED SPACES MUST INCLUDE R-4.2
INSULATION. (CALIFORNIA ENERGY CODE 150.1(C)9)
2.INSULATE THE FIRST 5 OF HOT/COLD WATER LINES, ALL LINES ¾
INCH IN DIAMETER OR LARGER, ALL RECIRCULATION PIPING, PIPING
TO STORAGE TANKS AND ALL HOT WATER PIPES TO KITCHEN
FIXTURES FROM THE WATER HEATER. (CALIFORNIA ENERGY CODE
150(J)(2))
3.ISOLATION WATER VALVES REQUIRED FOR INSTANTANEOUS WATER
HEATERS 6.8KBTU/HR AND ABOVE VALVES SHALL BE INSTALLED ON
BOTH COLD AND HOT WATER LINES. EACH VALVE WILL NEED A HOSE
BIB OR OTHER FITTING ALLOWING FOR FLUSHING THE WATER
HEATER WHEN THE VALVES ARE CLOSED. (CEC 110.3(C)7)
4.ALL LUMINAIRES MUST BE HIGH EFFICACY (CALIFORNIA ENERGY
CODE 150.0(K)1A)
5.THE MAXIMUM NUMBER OF BLANK ELECTRICAL BOXES INSTALLED
MORE THAN 5 FEET ABOVE THE FLOOR IS LIMITED TO THE NUMBER
OF BEDROOMS. THE BLANK BOXES SHALL BE SERVED BY A DIMMER,
VACANCY SENSOR OR FAN SPEED CONTROL. (CALIFORNIA ENERGY
CODE 150.0(K)1B)
6.LUMINARIES RECESSED IN INSULATED CEILINGS MUST MEET THESE
REQUIREMENTS (CALIFORNIA ENERGY CODE 150.0(K)1C):
·THEY MUST BE RATED FOR DIRECT INSULATION CONTACT (IC).
·THEY MUST BE CERTIFIED AS AIRTIGHT (AT) CONSTRUCTION.
·THEY MUST HAVE A SEALED GASKET OR CAULKING BETWEEN THE
HOUSING AND CEILING TO PREVENT FLOW OF HEATED OR COOLED
AIR OUT OF LIVING AREAS AND INTO THE CEILING CAVITY.
·THEY MAY NOT CONTAIN A SCREW BASE SOCKETS
·THEY SHALL CONTAIN A JA8 COMPLIANT LIGHT SOURCE
·IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS,
AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE
CONTROLLED BY A VACANCY SENSOR. (CALIFORNIA ENERGY CODE
150.0(K)2J)
·JOINT APPENDIX A (JA8) CERTIFIED LAMPS SHALL BE CONSIDERED
HIGH EFFICACY. JA8 COMPLIANT LIGHT SOURCES SHALL BE
CONTROLLED BY A VACANCY SENSOR OR DIMMER. (EXCEPTION:
<70SF CLOSETS AND HALLWAY) (CALIFORNIA ENERGY CODE
150.0(K)2K)
·UNDER-CABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM
OTHER LIGHTING SYSTEMS. (CALIFORNIA ENERGY CODE 150.0(K)2L)
·ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY, BE CONTROLLED
BY A MANUAL ON/OFF SWITCH AND HAVE ONE OF THE FOLLOWING
CONTROLS (THE MANUAL SWITCH SHALL NOT OVERRIDE THE
AUTOMATIC CONTROL DEVICE): (CALIFORNIA ENERGY CODE
150.0(K)3A)
·PHOTO-CONTROL AND MOTION SENSOR
·PHOTO-CONTROL AND AUTOMATIC TIME SWITCH CONTROL
·ASTRONOMICAL TIME CLOCK CONTROL TURNING LIGHTS OFF
DURING THE DAY
·ALL HIGH EFFICACY LIGHT FIXTURES SHALL BE CERTIFIED AS
HIGH-EFFICACY LIGHT FIXTURES BY THE CALIFORNIA ENERGY
COMMISSION.
·CONTRACTOR SHALL PROVIDE THE HOMEOWNER WITH A LUMINAIRE
SCHEDULE GIVING THE LAMPS USED IN THE LUMINAIRES INSTALLED.
(CALIFORNIA ENERGY CODE 10-103(B))
·PROJECT SHALL MEET THE MINIMUM VENTILATION AND ACCEPTABLE
INDOOR AIR QUALITY REQUIREMENTS PER ASHRAE STANDARD 62.2.
WINDOW OPERATION IS NOT A PERMISSIBLE METHOD OF PROVIDING
THE WHOLE BUILDING VENTILATION AIRFLOW REQUIRED. THIS IS
SUBJECT TO HERS TESTING. THE FOLLOWING LABEL MUST BE
ATTACHED TO THE FAN SWITCH: TO MAINTAIN MINIMUM LEVELS OF
OUTSIDE AIR VENTILATION REQUIRED FOR GOOD HEALTH, THE FAN
CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING IS
OCCUPIED, UNLESS THERE IS SEVERE OUTDOOR AIR
CONTAMINATION. (CALIFORNIA ENERGY CODE 150.0(O))
WILDLAND URBAN INTERFACE (WUI)
BUILDINGS CONSTRUCTED AFTER JANUARY 1, 2008
1.EXTERIOR WALL COVERINGS SHALL BE NONCOMBUSTIBLE, IGNITION
RESISTANT, HEAVY TIMBER, LOG WALL OR FIRE RESISTIVE
CONSTRUCTION. (CRC R337.7)
2.EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE FOUNDATION
TO THE ROOF AND TERMINATE AT 2 INCH NOMINAL SOLID BLOCKING
BETWEEN RAFTERS AND OVERHANGS. (CRC R337.7.3.1)
3.OPEN/ENCLOSED ROOF EAVES AND SOFFITS, EXTERIOR PORCH
CEILINGS, FLOOR PROJECTIONS, UNDER-FLOOR AREAS AND
UNDERSIDES OF APPENDAGES TO COMPLY WITH IGNITION
RESISTANT CONSTRUCTION REQUIREMENTS. (CRC R337.5-9) (SHOW
COMPLIANCE ON THE PLANS).
4.SPACES CREATED BETWEEN ROOF COVERINGS AND ROOF DECKING
SHALL BE FIRE STOPPED BY APPROVED MATERIALS OR HAVE ONE
LAYER OF MINIMUM 72LB MINERAL SURFACED NONPERFORATED CAP
SHEET COMPLYING WITH ASTM D 3909. (CRC R337.5.2)
5.VALLEY FLASHING SHALL BE NOT LESS THAN 26AWG AND INSTALLED
OVER NOT LESS THAN ONE LAYER OF MINIMUM 72LB MINERAL
SURFACED NON-PERFORATED CAP SHEET COMPLYING WITH ASTM D
3909 AND AT LEAST 36 INCHES WIDE RUNNING THE FULL LENGTH.
(CRC R337.5.3)
6.ATTIC GABLE AND EAVES ABOVE 12FT AND UNDER-FLOOR
VENTILATION SHALL BE PROVIDED WITH FULLY COVERED METAL
WIRE MESH, VENTS, OR OTHER MATERIALS THAT HAVE A MINIMUM
1/16 INCH AND MAXIMUM 1/8 INCH OPENINGS, NON-COMBUSTIBLE
AND CORROSION RESISTANT. ALL OTHER EAVE VENTS SHALL BE
LISTED/APPROVED TO RESIST THE INTRUSION OF FLAME AND
BURNING (CRC R337.6)
7.EXTERIOR GLAZING SHALL HAVE A MINIMUM OF ONE-TEMPERED
PANE, GLASS BLOCK, HAVE A FIRE RESISTIVE RATING OF 20 MINUTES
OR BE TESTED TO MEET PERFORMANCE REQUIREMENTS OF SFM
STANDARD 12-7A-2. (CRC R337.8.2)
8.EXTERIOR DOORS INCLUDING GARAGE DOORS SHALL BE
NONCOMBUSTIBLE, IGNITION RESISTANT MATERIAL, MINIMUM 1 3/8
INCH SOLID CORE, MINIMUM 20 MINUTE FIRE RESISTIVE RATING OR
SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF
SFM STANDARD 12-7A-1. (CRC R337.8.3)
9.THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES
AND STAIRS WITHIN 10FT OF GRADE LEVEL SHALL BE IGNITION
RESISTANT MATERIAL, EXTERIOR FIRE RETARDANT TREATED WOOD
OR NONCOMBUSTIBLE MATERIAL. (CRC R337.9)
GREEN BUILDING
1.PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL AND ARE
NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN
TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM
WATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE
FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT
FLOODING OF ADJACENT PROPERTY, PREVENT EROSION AND
RETAIN SOIL RUNOFF ON THE SITE (CGBSC 4.106.2):
·RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO
RETAIN STORM WATER ON SITE
·WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE
SYSTEM, COLLECTION POINT, GUTTER, OR SIMILAR DISPOSAL
METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM,
WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING
AGENCY.
2.ALL NEW RESIDENTIAL CONSTRUCTION WITH ATTACHED PRIVATE
GARAGES SHALL HAVE THE FOLLOWING FOR ELECTRIC VEHICLE (EV)
CHARGING STATIONS (CGBSC 4.106.4):
·INSTALL A MINIMUM 1-INCH CONDUIT CAPABLE OF SUPPLYING A
208/240V BRANCH CIRCUIT TO A SUITABLE BOX LOCATION FOR EV
CHARGING. THE OTHER END SHALL TERMINATE TO THE MAIN
SERVICE AND/OR SUBPANEL.
·THE MAIN PANEL AND/OR SUBPANEL SHALL BE OF SUFFICIENT SIZE
TO INSTALL A 40-AMPERE DEDICATED BRANCH CIRCUIT. THE
DEDICATED OVERCURRENT PROTECTION SPACE SHALL BE LABELED
EV CAPABLE .
3.MULTIPLE SHOWER HEADS SERVING A SINGLE SHOWER SHALL HAVE
A COMBINED FLOW RATE OF 2GPM OR THE SHOWER SHALL BE
DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN
OPERATION AT A TIME. (CGBSC 4.303.1.3.2)
4.RESIDENTIAL PROJECTS WITH AN AGGREGATE LANDSCAPE AREA
EQUAL TO OR GREATER THAN 500 SQUARE FEET SHALL COMPLY
WITH EITHER A LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE
OR THE CURRENT CALIFORNIA DEPARTMENT OF WATER
RESOURCES MODEL WATER EFFICIENT LANDSCAPE ORDINANCE
(MWELO), WHICHEVER IS MORE STRINGENT. AUTOMATIC IRRIGATION
SYSTEM CONTROLLERS INSTALLED AT TIME OF FINAL INSPECTION
SHALL HAVE WEATHER OR SOIL BASED CONTROLLERS AND/OR
WEATHER BASED CONTROLLERS WITH RAIN SENSORS. SOIL
MOISTURE BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN
SENSOR INPUT. (CGBSC 4.304)
5.RECYCLE AND/OR REUSE A MINIMUM OF 65 PERCENT OF
NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE. (CGBSC
4.408.2)
6.AT TIME OF FINAL INSPECTION, A BUILDING OPERATION AND
MAINTENANCE MANUAL, COMPACT DISC, ETC SHALL BE PROVIDED
CONTAINING THE FOLLOWING: (CGBSC 4.410)
·DIRECTIONS THAT MANUAL SHALL REMAIN ONSITE FOR THE LIFE OF
THE BUILDING
·OPERATION AND MAINTENANCE INSTRUCTIONS FOR EQUIPMENT,
APPLIANCES, ROOF/YARD DRAIN-AGE, IRRIGATION SYSTEMS, ETC
·INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY
PROVIDERS
·PUBLIC TRANSPORTATION AND CARPOOL OPTIONS
·MATERIAL REGARDING IMPORTANCE OF KEEPING HUMIDITY LEVELS
BETWEEN 30-60 PERCENT
·INFORMATION REGARDING ROUTINE MAINTENANCE PROCEDURES
·STATE SOLAR ENERGY INCENTIVE PROGRAM INFORMATION
·A COPY OF ANY REQUIRED SPECIAL INSPECTION VERIFICATIONS
THAT WERE REQUIRED (IF ANY)
7.THE PROJECT SHALL MEET MINIMUM POLLUTANT CONTROL
REQUIREMENTS FOR ADHESIVES, SEALANTS, CAULKS, PAINTS,
CARPET, RESILIENT FLOORING SYSTEMS, ETC. (CGBSC 4.504)
8.DUCT OPENINGS RELATED TO HVAC SYSTEMS SHALL BE COVERED
WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS TO
REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS WHICH MAY
ENTER THE SYSTEM. (CGBSC 4.504.1)
GENERAL NOTES BASED ON THE 2019 CALIFORNIA BUILDING STANDARD
CODES. THIS IS NOT AN ALL INCLUSIVE LIST OF CODE REQUIREMENTS
SPECIFIC TO THE PROJECT. REFERENCE APPLICABLE SHEETS AND
SPECIFIC AREAS OF THE PLANS FOR LOCATIONS OF FIXTURES/
EQUIPMENT, STRUCTURAL COMPONENTS, STRUCTURAL DESIGN
CRITERIA, BUILDING FINISHES AND OTHER COMPONENTS SPECIFIC TO
THE PROJECT CONSTRUCTION.
Construction Waste Management Worksheet (Weight Method) - CW 3
Project Name;
Project Location;
Project Manager;
Waste Hauler;
Date:
Completed By:
Signature:
Notes:
Page of
A B C D
Insert Weight totals into proper category below
Waste Material Type Recycled Reused Diverted
Non-Recycled
(Disposed)
Asphalt
Asphalt Shingles
Brick (broken)
Cardboard
Carpet/Carpet Pad
Concrete
Gypsum Board (Drywall)
Masonry
Metals
Pallets
Plastic
Wood (engineered)
Wood (solid sawn)
Office Waste
Other
Other
Other
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
Step 1 - Insert weight totals into Columns A, B and D where apropiate.
Step 2 - And Column A to column B and insert total into Column C for total diverted weight.
Step 3 - And each Column down and enter total in the boxes provided.
If Column C is larger than column D (on the summary sheet). compliance with 65 percent waste reduction requirement is achieved.
If multuiple worksheets are used, transfer column totals from each worksheet to the summary sheet.
Totals
Construction Waste Management Worksheet (Weight Method) - CW 2
Project Name;
Project Location;
Project Manager;
Waste Hauler;
Date:
Completed By:
Signature:
Notes:
Page of
A B C D
Insert Weight totals into proper category below
Waste Material Type Recycled Reused Diverted
Non-Recycled
(Disposed)
Asphalt
Asphalt Shingles
Brick (broken)
Cardboard
Carpet/Carpet Pad
Concrete
Gypsum Board (Drywall)
Masonry
Metals
Pallets
Plastic
Wood (engineered)
Wood (solid sawn)
Office Waste
Other
Other
Other
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
+=
Step 1 - Insert weight totals into Columns A, B and D where apropiate.
Step 2 - And Column A to column B and insert total into Column C for total diverted weight.
Step 3 - And each Column down and enter total in the boxes provided.
If Column C is larger than column D (on the summary sheet). compliance with 65 percent waste reduction requirement is achieved.
If multuiple worksheets are used, transfer column totals from each worksheet to the summary sheet.
Totals
Instruction for Weight or volume Method:
Chose which method of construction waste trackind to be used throughout the project. Choose either the weight method or
the volume method, but do not use different methods on the same worksheet.
To minimize confusion, use the same unit of measure and do not mix pounds and tons, or Cu. Yds. and Cu. Ft. on the same
worksheet it is easiest to slay with the same unit of measure for the entire project to avoid the need for conversions.
Enter construction waste materials that are to be recycled under Recycled (Column A).
Add amounts from column A to amounts from Column B and enter the total under Diverted (Column C).
Add amounts in each column (A, B, C, and D) and enter these sums into Total boxes.
If the divertes amount )Column C) is greater than the Non-Recycled /Disposed amount (Column D), compliance with the
Whwn more than one worksheet is used, transfer the data onto the Weight or Volume Summary Worksheet the completion
Enter construction waste materials that are to be reused under Reused (Column B).
Enter construction waste materials that will not get recycled or reused under Non-Recycled/Disposed (Column D).
construction waste reduction requirement of at least 65 percent per Section 4.408.1 has been achieved.
on the project.
Examples of weights and volumes of some typical construction waste materials.
Material Range of pounds per cubic
yard
Typical pounds per cubic
yard
Typical cubic yards per ton
Asphalt roofing material
Asphalt - paving
Cardboard
Concrete
Gypsum Drywall
Metals
Wood
250 - 460
1300 - 2200
70 - 135
315 - 470
220 - 1940
200 - 540
1300 - 2200
360
1750
85
1750
400
540
499
5.5
1.1
23.5
1.1
5
3.7
5
* Source: Sacramento Regional Solid Waste Authority
Standard conversions: 1 cubic yard equals 27 cubic feet
1 ton equals 2000 pounds
G2.1
GE
N
E
R
A
L
N
O
T
E
S
PA
R
T
2
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
NOTES:
1.SEPARATE PERMIT SHALL BE OBTAINED FROM THE CITY OF SANTA ANA
PUBLIC WORKS DEPARTMENTS PRIOR NO PLACEMENT OF ANY
CONSTRUCTION MATERIALS OR EQUIPMENT IN THE PUBLIC WAY.
4. AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHOW THEIR VALID
WORKERS' COMPENSATION INSURANCE CERTIFICATE.
5. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF
CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED OF
THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL
SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE
IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING
INSPECTION.
6. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC
WAY OR ANY OTHER-DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE
TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED
OF AS SOLID WASTE.
7. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED
MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM
THE SITE BY THE FORCES OF WIND OR WATER.
8. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE
DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT
CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
9. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED
IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE
THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE
CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST
BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER.
SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.
10. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING
OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE
PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED
BY THE CITY. RELEVANT LAWS, ORDINANCES, RULES AND/ OR
REGULATIONS.
1. THE PROJECT SITE SHALL BE KEPT CONTINUOUSLY FENCED UNTIL THE
PROJECT IS FINALE OR APPROVAL TO REMOVE THE FENCE HAS BEEN
OBTAINED. FI'OM THE CITY BUILDING DIVISION. 24 HOUR SECURITY SHALL
BE PROVIDED ANY TIME THE FENCE CANNOT BE MAINTAINED INTACT.
12. ALL APPLICABLE "INSTALLATION CERTIFICATE" (CF-6R) FORMS AND
"CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING"
(CF-4R), FORMS SHALL BE COMPLETED AND POSTED AT THE PROJECT
SITE TO BE VERIFIED BY THE BUILDING INSPECTOR.
13. THE ENTIRE DWELLING( NEW CONSTRUCTION OR ADDITIONS GREATER
THAN 1,000 SQ.FT. IN AREA) SHALL MEET THE REQUIREMENTS OF ANSI
ASHRAE STANDARD 62.2-2007 VENTILATION AND ACCEPTABLE INDOOR
AIR QUALITY IN LOW-RISE RESIDENTIAL BUILDINGS.
14. PROVIDE MARATHON SOD WITHIN THE FRONT YARD AND PARKWAY. ONE
(1) FIFTEEN (15) GALLON TREE SHALL BE PROVIDE WITHIN THE FRONT
YARD. THE EXISTING PALM TREE TREE WITHIN THE PARKWAY SHALL BE
PRESERVES
66.01' PROPERTY LINE
(E) SINGLE
FAMILY HOUSE
1,084 S.F.
(E) GARAGE
510.48 S.F.
(E) PORCH
27.89 S.F.
91
.
6
6
'
P
R
O
P
E
R
T
Y
L
I
N
E
92
.
7
8
'
P
R
O
P
E
R
T
Y
L
I
N
E
EXISTING WOOD
FENCE
EXISTING WOOD
FENCE
BACK YARD
W. CAMDEN PL.
EXISTING
DRIVEWAY
SIDE YARD
SIDE YARD
66.00' PROPERTY LINE
EXISTING WALL
G
M
GAS
METER
FRONT YARD
ELEC.
ELEC. PANEL
200 AMP.
7'-6"44'-4"14'-2"
24
'
-
0
"
25
'
-
1
"
42
'
-
7
"
24
'
-
0
"
22
'
-
1
"
25
'
-
1
1
"
20
'
-
9
"
7'-6"30'-11"
21'-3"
6'-4"
2%
2%2%
2%
2%
2%
2%
2%2%
2%
FRONT YARD
(E) PATIO TO
BE DEMOLISH
307.99 S.F.
(E) BLOCK WALL
BETWEEN PROPERTIES
6'0" HEIGHT
EXISTING
DRIVEWAY
EXISTING A.C.
11'-1"
LEGALIZED
EXISTING A.C.
66.01' PROPERTY LINE
(E) SINGLE
FAMILY HOUSE
1,084 S.F.
(E) PORCH
27.89 S.F.
91
.
6
6
'
P
R
O
P
E
R
T
Y
L
I
N
E
92
.
7
8
'
P
R
O
P
E
R
T
Y
L
I
N
E
EXISTING WOOD
FENCE
EXISTING WOOD
FENCE
BACK YARD
W. CAMDEN PL.
EXISTING
DRIVEWAY
SIDE YARD
SIDE YARD
66.00' PROPERTY LINE
EXISTING WALL
G
M
GAS
METER
FRONT YARD
ELEC.
ELEC. PANEL
200 AMP.
7'-6"44'-4"14'-2"
24
'
-
0
"
25
'
-
1
"
42
'
-
7
"
24
'
-
0
"
22
'
-
1
"
25
'
-
1
1
"
20
'
-
9
"
7'-6"30'-11"
21'-3"
6'-4"
2%
2%2%
2%
2%
2%
2%
2%2%
2%
FRONT YARD
EXISTING
DRIVEWAY
443.88 S.F.
(N)GARAGE
CONVERTED
TO ADU
66.65 S.F.
(N) PORCH
9.33 S.F.
(E)GARAGE
CONVERTED
TO LAUNDRY
4'-0"
7'-10"
6'
-
0
"
9'
-
7
"
(E) BLOCK WALL
BETWEEN PROPERTIES
6'0" HEIGHT
11'-1"
CONCRETE SLAB
SYMBOLO No.DESCRIPTION QTY UNIT REGION 4
1
2
3
WUCOLS-
PLANTING LEGEND & GROUNDCOVERS
WYNYABBIE COAST ROSEMARY
WESTRINGIA 'WYNYABBIE GEM'
ENCORE AZALEA AUTUMN
EMPRESS PINK FLOWERING
COFFEEBERRY
FRANGULA CALIFORNICA
5 GAL
5 GAL
1 GAL
LOW
LOW
LOW
3
3
10
4 BRISBANE BOX
TRISTANIA CONFERTA
24" BOX LOW1
SHRUB
1/8" = 1'-0"
A1.0
E
X
I
S
T
I
N
G
&
PR
O
P
O
S
E
D
SI
T
E
P
L
A
N
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
SCALE: 1/8"=1'-0" 2EXISTING SITE PLAN SCALE: 1/8"=1'-0" 1 PROPOSED SITE PLAN
50 CFM
50
C
F
M
W/H
ELEC.
(E) ELECT.
PANEL
200 AMP
G
M
(E) A.C
(E) GAS
METER
100 CFM
50 CFM
SD/HW
C O
SD/HW
SD/HW
SD/HW
DN
12
UP
2
1
6'-10"6'-5"5'-0"4'-5"2'-6"9'-7"
10
'
-
0
"
2'
-
5
"
2'
-
0
"
10
'
-
8
"
13'-2"11'-11"19'-3"
44'-4"
4'
-
5
"
25
'
-
1
"
13
'
-
5
"
8'
-
8
"
2'
-
7
"
5'
-
9
"
22
'
-
1
"
25
'
-
1
1
"
48
'
-
0
"
10'-8"10'-8"2'-1"2'-6"1'-10"2'-1"3'-5"2'-5"3'-0"6'-10"6'-10"
13'-7"5'-5"7'-3"4'-8"21'-3"
52'-2"
13
'
-
7
"
9'
-
4
"
22
'
-
1
1
"
48
'
-
0
"
1
2
2
2
2 2
2
3
4
5
5
6 7
9
1
2
3
4
5
5
5
6
7
8
8
6
60x40 SL60x40 SL
60x40 SL
2668 H.C.
30
x
3
0
S
L
6068 SL
26
6
8
H
.
C
.
26
6
8
H
.
C
.
26
6
8
H
.
C
.
26
6
8
H
.
C
.
26
6
8
H
.
C
.
30
6
8
S
.
C
.
28
6
8
S
.
C
.
26
x
4
0
S
L
36x40 SL
20x30 SL
16
x
2
6
S
L
50
6
8
S
L
20
6
8
H
.
C
.
6068 SL
6068 SL
(E) ELECT.
PANEL
200 AMP
(E) A.C
(E) GAS
METER
10x68 FIX10x68 FIX
(E)KITCHEN
8'-0" CLG.
(E)BEDROOM
8'-0" CLG.
(E)BEDROOM
8'-0" CLG.
(E)BEDROOM
8'-0" CLG.
(E)BATH
8'-0" CLG.
(E)BATH
8'-0" CLG.
(E)LIVING ROOM
8'-0" CLG.
CL
O
S
E
T
(E)FAU
CLOSET
CLOSET (E)LINEN
8'-0" CLG.
(E)LAUNDRY AREA
8'-0" CLG.
(E)GARAGE
8'-0" CLG.
50x40 SL
3068 S.C.
16
0
6
8
G
A
R
.
QTY.SYM.SIZE TYPE MANU.GLAZING REMARKS
1 VINYL
WINDOW SCHEDULE
CLEAR DUAL GLAZEDVINYL2
CLEAR
S.L.
QTY.SYM.WIDTH TYPE MANU.MATERIAL
DOOR SCHEDULE
THICKNESS+ HEIGHT
6 2
WOOD3'-0"1"X6'-8" SIDE11
WOOD 1"X6'-8" SIDEH.C.2'-6"
3
3'-6"X4'-0"
VINYL CLEAR DUAL GLAZEDS.L.
1
S.C.
1 3
1 4
2 5
S.L.
2'-0"X3'-0"1
1
1 6
DUAL GLAZED
1 7
WOOD 1"X6'-8" SIDEH.C.2'-0"
WOOD 1"X6'-8" SIDE5'-0"CLOSET
WOOD 1"X6'-8" SIDECLOSET6'-0"
1 8
1 9 1"X6'-8" SIDEGAR.16'-0"WOOD
WOOD2'-8"1"X6'-8" SIDES.C.
WOOD3'-0"1"X6'-8" SIDES.C.
GLASS 1"X4'-0" SIDES.L.6'-0"
4 VINYL
CLEAR DUAL GLAZEDVINYL5
CLEAR
S.L.
6 VINYL CLEAR DUAL GLAZEDFIX
3
S.L.1'-6"X2'-6"
1'-0"X6'-8"2
1 DUAL GLAZED
7 VINYL CLEAR DUAL GLAZEDS.L.2'-6"X4'-0"1
5'-0"X4'-0"
6'-0"X4'-0"
8 VINYL CLEAR DUAL GLAZEDS.L.3'-0"X3'-0"1
1. DASHED LINES INDICATE ALL WALLS, DOORS, WINDOWS, FIXTURES, ETC. TO BE REMOVED; SOLID LINES
INDICATE EXISTING ITEMS TO REMAIN (PROTECT FROM DAMAGE DURING CONSTRUCTION); REFER TO
FLOOR PLAN TO COORDINATE ALL WORK.
2. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION, LANDSCAPING, ETC.THAT IS TO REMAIN FROM
DAMAGE DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL REMOVE AND STORE WITHIN ANOTHER AREA OF THE BUILDING ALL FIXTURES, OR
OTHER MATERIALS DESIGNATED FOR REUSE (REFER TO PLANS).
4. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE
MATERIALS OR RUBBISH CAUSED BY THE CONTRACTOR'S OR SUB-CONTRACTOR'S OPERATION..
5. CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT SHOULD CONCEALED OR UNKNOWN CONDITIONS IN THE
EXISTING STRUCTURE, DIFFERING FROM THOSE ORIGINALLY ENCOUNTERED, BE UNCOVERED.
6. ALL NEW CONSTRUCTION IS INTENDED TO MATCH EXISTING WALL LINES WHERE INDICATED ON THE PLANS.
APPROXIMATE DIMENSIONS ARE GIVEN WHERE KNOWN, BUT ALL CONDITIONS WILL NEED TO BE VERIFIED IN
THE FIELD FOR PROPER LAYOUT AND COORDINATED WITH THE STRUCTURAL LAYOUT. ANY MAJOR
ADJUSTMENTS OR DISCREPANCIES MUST BE DISCUSSED WITH THE OWNER AND/OR ARCHITECT PRIOR TO
SUBSTANTIALLY EXECUTING WORK.
7. REFER MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS FOR ADDITIONAL PROJECT
REQUIREMENTS.
8. REFER STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COLLECTING AND MAINTAINING ALL FIRE
EXTINGUISHERS DURING CONSTRUCTION. ONCE CONSTRUCTION IS COMPLETE,THE G.C. SHALL BE
REQUIRED TO INSTALL & CERTIFY ALL F.E. SHOWN ON PLANS.
A2.0
1/4" = 1'-0"
EX
I
S
T
I
N
G
&
DE
M
O
L
I
T
I
O
N
FL
O
O
R
P
L
A
N
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
SCALE: 1/4"=1'-0" 1EXISTING & DEMOLITION FLOOR PLAN
WALL LEGEND
2X4 STUD WALL - FULL HEIGHT
DEMOLITION
DEMOLITION PLAN NOTES
GREE SAPPHIRE 12000
BTU 1-TON DUCTLESS
MINI SPLIT
PAD FOR
COMPRESSOR SHALL
BE A MIN. OF 3" ABOVE
THE GRADE
4'-0"X3-0"X3-1/2"
CONC. LAND.
1/2" DIFFERENCE
FROM HOUSE
(N) TANKLESS WATER
HEATER 6.6 GPM
160000 BTU 120 VOLT
RES. NATURAL GAS
FOR OUTDOOR INSTAL.
IN THE NEW ADU MUST
BE FLUSHED WITHIN
THE WALL
ELEC.
50
C
F
M
280 CFM
REF
W/H
50 CFM
W/D
50 CFM
50
C
F
M
100 CFM
50 CFM
SD/HW
C O
SD/HW
SD/HW
SD/HW
SD/HW
SD/HW
C O
C O
CO
N
D
E
N
S
E
R
EL
E
C
.
DN
12
UP
2
1
MI
N
I
S
P
L
I
T
ONE LAYER OF 5/8” TYPE ‘X’
GYPSUM BOARD
SHALL BE PROVIDED ON BOTH
SIDES OF WALL AND SHALL
EXTENDED FROM
FOUNDATION/SLAB TO THE
UNDERSIDE OF ROOF.
1-HR FIRE RATED
6'-1"5'-0"6'-0"
10'-3"11'-0"
21'-3"
10
11
13
9 9
10
11
12
4'-2"
12
A
A4-0
A
A4-0
(E)KITCHEN
8'-0" CLG.
(E)BEDROOM
8'-0" CLG.
(E)BEDROOM
8'-0" CLG.
(E)BEDROOM
8'-0" CLG.
(E)BATH
8'-0" CLG.
(E)BATH
8'-0" CLG.
(E)LIVING ROOM
8'-0" CLG.
CL
O
S
E
T
(E)FAU
CLOSET
CLOSET (E)LINEN
8'-0" CLG.
(N)BEDROOM
8'-0" CLG.
CLOSET
(N)BATHROOM
8'-0" CLG.
(E)LAUNDRY AREA
8'-0" CLG.
(N)KITCHEN
8'-0" CLG.
(N) LIVING ROOM
8'-0" CLG.
(N) 40x40 S.L.(N) 40x40 S.L.
20
x
3
0
S
L
26
6
8
H
.
C
.
26
6
8
H
.
C
.
30
x
3
0
S
L
5068SL
16
x
4
0
S
H
3068 S.C.
2668 LV
4'
-
1
1
"
1'
-
2
"
4'
-
0
"
7'
-
7
"
8'
-
5
"
6'
-
0
"
19
'
-
1
1
"
11
14"X33.86"
14
6
2668 LV
16
6
8
L
V
(E) ELECT.
PANEL
200 AMP
(E) A.C
(N) GAS POINT
CONNECTION FOR ADU
(N) SUB PANEL
ELECTRIC
100 AMP
(E) GAS
METER
TE
M
P
Ø2
'
-
6
"
20
6
8
T
.
G
.
15
TE
M
P
TEMP
TE
M
P
CANOPIA BY PALRAM
NEO 2.5 FT x 4.0 FT
GRAY/DIFFUSED DOOR AND
WINDOW FIXED AWNING
H 9.8", W 46.9", D 29.9"
1
2
2
2
2 2
2
3
4
5
5
62
3
4
5
5 5 6
7
8
8
6
60x40 SL60x40 SL
60x40 SL
2668 H.C.
30
x
3
0
S
L
6068 SL
26
6
8
H
.
C
.
26
6
8
H
.
C
.
26
6
8
H
.
C
.
26
6
8
H
.
C
.
26
6
8
H
.
C
.
30
6
8
S
.
C
.
28
6
8
S
.
C
.
26
x
4
0
S
L
36x40 SL
20x30 SL
16
x
2
6
S
L
50
6
8
S
L
20
6
8
H
.
C
.
6068 SL
6068 SL
10x68 FIX10x68 FIX
6'
-
6
"
2'
-
5
"
10
'
-
7
"
4'
-
1
0
"
1'
-
8
"
1'
-
1
1
"
1'
-
6
"
3'
-
5
"
23
'
-
0
"
3'-0"
4'
-
0
"
3'-1"
3'-0"
B
A4
-
0
B
A4
-
0
ATTIC
ACCESS
30x30
4'-0"X3-0"X3-1/2"
CONC. LAND.
1/2" DIFFERENCE
FROM HOUSE
QTY.SYM.SIZE TYPE MANU.GLAZING REMARKS
WINDOW SCHEDULE
CLEAR DUAL GLAZEDVINYL2S.L.
QTY.SYM.WIDTH TYPE MANU.MATERIAL
DOOR SCHEDULE
THICKNESS+ HEIGHT
6 2
WOOD3'-0"1"X6'-8" SIDE11
WOOD 1"X6'-8" SIDEH.C.2'-6"
3
3'-6"X4'-0"
VINYL CLEAR DUAL GLAZEDS.L.
1
S.C.
1 3
1 4
2 5
2'-0"X3'-0"1
1 6
WOOD 1"X6'-8" SIDEH.C.2'-0"
WOOD 1"X6'-8" SIDE5'-0"CLOSET
WOOD 1"X6'-8" SIDECLOSET6'-0"
1 8
WOOD2'-8"1"X6'-8" SIDES.C.
GLASS 1"X4'-0" SIDES.L.6'-0"
4 VINYL
CLEAR DUAL GLAZEDVINYL5
CLEAR
S.L.
6 VINYL CLEAR DUAL GLAZEDFIX
3
S.L.1'-6"X2'-6"
1'-0"X6'-8"2
1 DUAL GLAZED
7 VINYL CLEAR DUAL GLAZEDS.L.2'-6"X4'-0"1
6'-0"X4'-0"
8 VINYL CLEAR DUAL GLAZEDS.L.3'-0"X3'-0"1
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(N)WOOD3'-0"1"X6'-8" SIDE110S.C.
(N)WOOD2'-6"1"X6'-8" SIDE111H.C.
1 12 WOOD 1"X6'-8" SIDE5'-0"CLOSET(N)
1 13 WOOD 1"X6'-8" SIDE2'-6"BF
LOUVER(N)
1 15 GLASS 1"X6'-8" SIDE2'-0"TEMPERED(N)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
9 VINYL CLEAR DUAL GLAZEDS.L.4'-0"X4'-0"1 (N)
10 CLEAR DUAL GLAZEDS.L.2'-0"X3'-0"1 (N)
11 VINYL CLEAR DUAL GLAZEDS.L.3'-0"X3'-0"1 (N)
VINYL
TEMPERED
WOOD 1"X6'-8" SIDE2'-6"LOUVER114(N)
U-FACTOR1 SHGC2
<0.3 < 0.23
<0.3 < 0.23
<0.3 < 0.23
<0.3 < 0.23
<0.3 < 0.23
<0.3 < 0.23
<0.3 < 0.23
0.21 < 0.23
0.21 < 0.23
0.21 < 0.23
12 VINYL CLEAR DUAL GLAZEDS.H.1'-6"X4'-0"1 (N)0.21 < 0.23
1.MINIMUM WINDOW AREA SHALL BE 8% PER CURRENT CODE OF FLOOR AREA (NOT LESS THAN 10 S.Q.F.)
2.ALL NEW GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. CONSUMER PRODUCT SAFETY COMMISSION
MANUFACTURERS TO SUPPLY CERTICATE OF COMPLIANCE TO THE OWNER
3.ALL HEATING SYSTEMS SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH THE
BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS AT
LEAST 2 PERIODS WITHIN 24 HOURS. ENDS 150(1).
4.A MINIMUM 100 AMP SERVICE PANEL IS REQUIRED FOR ALL DWELLINGS SHOW LOCATION OF SERVICE PANEL.
5. CONTRACTOR MUST PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS, MIN. 24" CLEAR HT. 20" CLEAR
WIDTH W/ MIN. AREA OF 5.7 S.F. & 44" MAX TO SILL.
6.A CORROSION RESISTANT WEEP SCREED IS REQ'D BELOW THE STUCCO A MINIMUM OF 4" ABOVE GRADE OR 2"
ABOVE PAVED AREA.
7.ALL ELECTRICAL IS TO BE INSTALLED PER 2019CEC.
8.ANY GLASS IN DOORS OR IN SIDELIGHT(S) WITHIN 24" OF EITHER DOOR EDGE PER 2019 CRC SEC. 2406.4 (6) OR
WITHIN 40" OF ANY LOCKING MECHANISM (PER CITY OF SANTA ANA SECURITY ORDINANCE SHALL BE FULLY
TEMPERED.
9.PLANS TO COMPLY WITH CITY OF SANTA ANA SECURITY ORDINANCE.
10.ALL THE WINDOWS FENESTRATION PRODUCTS (EXCEPT FIELD-FABRICATED WINDOWS) HAVE A LABEL LISTING
THE CERTIFIED U-FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHGC), AND INFILTRATION THAT MEETS
THE REQUIREMENTS OF 10-111(a).
11.(N) A/C MINIMUM EFFICIENCY 15 SEER.
12.BATHROOM EXHAUST FAN SHALL BE:
A. ENERGY STAR RATED
B. CONTROLLED BY HUMIDISTAT
C. TERMINATED TO EXTERIOR
13.EXTERIOR WINDOWS AND DOORS
A. ALL NEW EXTERIOR GLAZING(WINDOWS & DOORS) SHALL MIN. DUAL GLAZED AND HAVE AT LEAST ONE PANE
(BOTH FOR DOORS) TEMPERED. INDICATE ON THE WINDOW AND DOOR SCHEDULES.
B. ALL NEW EXTERIOR DOORS(W/ NO GLAZING) SHALL BE SOLID-CORE WOOD THAT HAVE STILES AND RAILS NOT
LESS THAN 1 3 8" THICK OR RAISED PANELS NOT LESS THAN 1 14" THICK.
14.WATER HEATERS INSTALLED IN GARAGES SHALL BE PROTECTED SO IT IS NOT SUBJECT TO PHYSICAL DAMAGE
BY A MOVING VEHICLE. PROTECTION MAY REQUIRE THE INSTALLATION OF A 3 INCH STEEL PIPE, 4" CURB OR
WHEEL STOP.
15. A DOOR MAY OPEN AT A LANDING NOT MORE THAN 7.75 INCHES LOWER THAN THE FLOOR LEVEL, PROVIDED THE
DOOR DOES NOT SWING OVER THE LANDING. OTHERWISE, THE THRESHOLD SHALL NOT EXCEED 1.5 INCHES IN
HEIGHT.
16.WALL COVERING SHALL BE CEMENT PLASTER, TILE APPROVED EQUAL TO 72 INCHES ABOVE DRAIN AT SHOWER OR TUB WITH
SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS ARE TO BE MOISTURE RESISTANT. (CRC R307.2)
17.ALL GLAZING LESS THAN 60'' ABOVE A SHOWER OR TUB FLOOR AND WITHIN 60'' HORIZONTALLY FROM FIXTURE'S WATER
EDGE.
18. ALL HOSE BIBS MUST HAVE AN APROVED ANTI-SIPHON DEVISE
19.NET AREA SHOWER RECEPTOR NOT LESS THAN 1,024 SQ.IN, OF FLOOR AREA AND ENCOMPASS 30 NCH DIAMETER
CIRCLE.(CRC R 307.1 AND CPC 41.7)
DOOR SYMBOL
DETAIL
Ceiling Height
Revision Cloud
Section
WINDOW SYMBOL
Window No.
Door No.
Detail Number
Page Number
Area Reference
Ceiling HeightAbove Finished Floor
Revision Delta Number
Area Reference
Section Number
Sheet Number
1
SMOKE DETECTORS:
Ceiling Mounted
C O Carbon Monoxido Detector
EXHAUST FANS:
Exhaust Fan
A2.1
1/4" = 1'-0"
PR
O
P
O
S
E
D
FL
O
O
R
P
L
A
N
WALL LEGEND
NEW 2X6 STUD WALL - FULL HEIGHT
2X4 STUD WALL - FULL HEIGHT
NEW 2X4 STUD WALL - FULL HEIGHT
FLOOR PLAN NOTES
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
SCALE: 1/4"=1'-0" 1PROPOSED FLOOR PLAN
SYMBOLS
1'
-
6
"
8'
-
0
"
4'
-
1
0
"
FLOOR LINE
PLATE LINE
EXISTING
ASPHALT
SHINGLE
(E)STUCCO
(EXTERIOR FINISH)
(E)STUCCO
(EXTERIOR
FINISH)
(N) WINDOW
TRIM TO
MATCH
EXISTING
NEW
ADU
EXISTING
EXISTING
ASPHALT
SHINGLE
4
D-1
14
'
-
4
"
8'
-
0
"
4'
-
3
"
12
'
-
1
1
"
8"
CANOPIA BY PALRAM
NEO 2.5 FT x 4.0 FT
GRAY/DIFFUSED DOOR AND
WINDOW FIXED AWNING
H 9.8", W 46.9", D 29.9"
(E)STUCCO
(EXTERIOR FINISH)
EXISTING
ASPHALT
SHINGLE
PLATE LINE
(E)STUCCO
(EXTERIOR FINISH)
FLOOR LINE
4
D-1
NEW
ADU
EXISTING
8"
8'
-
0
"
12
'
-
1
1
"
(N)STUCCO
(EXTERIOR FINISH) TO
MATCH EXISTING
(N) WINDOW TRIM TO
MATCH EXISTING
(N)EXTERIOR
LIGHT FIXTURE
CANOPIA BY PALRAM
NEO 2.5 FT x 4.0 FT
GRAY/DIFFUSED DOOR AND
WINDOW FIXED AWNING
H 9.8", W 46.9", D 29.9"
8"
8'
-
0
"
13
'
-
7
"
(E)STUCCO
(EXTERIOR FINISH) (N)STUCCO
(EXTERIOR FINISH) TO
MATCH EXISTING
(N) WINDOW TRIM TO
MATCH EXISTING
NEW
ADU
EXISTING
4
D-1
(N) WOODEN
DOOR
3/8" = 1'-0"
A3.0
PR
O
P
O
S
E
D
E
X
T
E
R
I
O
R
EL
E
V
A
T
I
O
N
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
3/8" = 1'-0"2WEST ELEVATION-SIDE VIEW PROPOSED
3/8" = 1'-0"1NORTH ELEVATION-FRONT VIEW PROPOSED
3/8" = 1'-0"3EAST ELEVATION-SIDE VIEW PROPOSED
(E)STUCCO
(EXTERIOR
FINISH)
8"
8'
-
0
"
13
'
-
7
"
EXISTING
ASPHALT
SHINGLE
FLOOR LINE
4
D-1
4'
-
1
0
"
(N) WOODEN
DOOR
CANOPIA BY PALRAM
NEO 2.5 FT x 4.0 FT
GRAY/DIFFUSED DOOR AND
WINDOW FIXED AWNING
H 9.8", W 46.9", D 29.9"
3/8" = 1'-0"
A3.1
PR
O
P
O
S
E
D
E
X
T
E
R
I
O
R
EL
E
V
A
T
I
O
N
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
3/8" = 1'-0"4SOUTH ELEVATION-REAR VIEW PROPOSED
NEW
ADU
EXISTING
(N) LIVING ROOM
8'-0" CLG
(N) KITCHEN
8'-0" CLG
(N) LAUNDRY
8'-0" CLG
2X6 STUDS
W/ R-21 INSUL.
1/2" DRYWALL
2X4 STUDS
8"
8'
-
0
"
FTG.FTG.
FLOOR LINE
PLATE LINE
(E) CONCRETE SLAB
ONE LAYER OF 5/8” TYPE ‘X’
GYPSUM BOARD
SHALL BE PROVIDED ON BOTH
SIDES OF WALL AND SHALL
EXTENDED FROM
FOUNDATION/SLAB TO THE
UNDERSIDE OF ROOF.
1-HR FIRE RATED
2X4 STUDS
W/ R-15 INSUL.
1/2" DRYWALL
(E) 2X10 CJ @ 16" O.C.
(E) 2X10 R.R. @16" O.C.
R-30 INSULATION
4:
1
2
4:
1
2
4:12 4:12
BALANCED VENTING
11 1
2" X 7" TYP.
O'HAGIN'S CLOAKED VENT
TILE M-PROFILE 26 1/4"X19"
CORROSION
RESISTANT METAL NFVA=86.25
SQ.IN
ICC-9650A
ROOFING NOTES:
FOR ROOF SLOPES > 2:12: 3-YEAR AGED SRI VALUE OF AT
LEAST 16 OR BOTH A 3-UEAR AGED SOLAR REFLECTANCE OF
AT LEAST 0.20 AND A THERMAL EMITTANCE OF AT LEAST 0.75.
NOTES:
1. INSTALL VENTS SO AS TO PROVIDE PROPER CROSS
VENTILATION.
2. A) VENTILATION OPENINGS SHALL HAVE A LEAST
DIMENSION OF 116" MIN. AND 1
8" MAX. AND PROVIDED
WITH CORROSION-RESISTANT WIRE CLOTH SCREENING,
HARDWARE CLOTH, OR SIMILAR MATERIAL.
B) TILE ROOFING SHALL BE INSTALLED PER THE
PROVISIONS OF SECTION R905.3 AND LISTED & TESTED
AS A CLASS "A" ROOFING IN ACCORDANCE WITH UL
790 OR ASTM E108.
3. a. IF SPACES ARE CREATED BETWEEN THE ROOF
COVERING (MAINLY TILES) AND THE COMBUSTIBLE
ROOF DECKING (SHEATHING), THEN THE SPACES
SHALL BE EITHER:
III. PROVIDE ONE LAYER OF NO. 72 MINERAL-SURFACE
NONPERFORMANCE CAP SHEET MEETING ASTM
D3909.
b.VALLEY FLASHING SHALL BE NOT LESS THAN
0.019-INCH (NO. 26 GALVANIZED SHEET GAGC)
CORROSION- RESISTANT METAL INSTALLED OVER A
36-IN. WIDE UNDERLAYMENT CONSISTING OF ONE
LAYER OF NO. 72 CAP SHEET RUNNING THE FULL
LENGTH OF THE VALLEY.
ATTIC VENTILATION REQUIRED
SINGLE HOUSE
VENTILATION REQUIRED 1150.65 S.F.
1150.65 / 150 = 7.67 S.F. NFA
7.67 SQ.FT. X 144= 1104.61 SQ. IN.NFA
VENTILATION PROVIDED:
MANUFACTURE: O'HAGIN'S
O'HAGIN'S CLOAKED VENT
SHINGLE 32"X23"
72.00 S.Q.
1104.61 / 72.00= 15.34 15 VENTS
MANUFACTURE: AIR VENT INC.
UNDEREAVE VENTS
NET FREE AREA= 28 S.Q.
16" X4" EV16424 ALUMINUM N WHITE
166.64 SQ,FT
166.64 / 28 = 5.95 EAVE VENTS
TOTAL: 6
8"
8'
-
0
"
4'
-
3
"
EXISTING
ASPHALT
SHINGLE
4
D-1
PLATE LINE PLATE LINE
(E) 2X4 STUDS
W/ R-15 INSUL.
FTG.
(E)2X RIDGE
BOARD
FLOOR LINE
ATTIC
(E) 2X10 R.R. @16" O.C.
R-30 INSULATION
FTG.
(N) BEDROOM
8'-0" CLG
(E) CONCRETE SLAB (N) LIVING ROOM
8'-0" CLG
INTERIOR FINISH
FLOOR 8"
12
'
-
1
1
"
(E) 2X10 CJ @ 16"
O.C.
2X4 STUDS
W/ R-15 INSUL.
1/2" DRYWALL
2X4 STUDS
W/ R-15 INSUL.
1/2" DRYWALL
A4.0
EX
I
S
T
I
N
G
R
O
O
F
PL
A
N
&
S
E
C
T
I
O
N
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
SCALE: 3/16"=1'-0" 1EXISTING ROOF
SCALE: 3/8"=1'-0" 2SECTION A-A SECTION B-B
3
16", 3
8" = 1'-0"
SLAB OR WOOD FRAME
SLIDING DOOR
PROTECTO WRAP
MEMBRANE OR
PROTECTO DECK
DECK LEDGER BOARD
PROTECTO SEALANT 25XL
PROTECTO PREMIUM
DUAL GUARD THRESHOLD TAPE
DOOR THRESHOLD
EXTERIOR DOOR SILL CROSS SECTION SHOWING
PROTECTO PREMIUM DUAL GUARD THRESHOLD TAPE
SLAB OR WOOD FRAME
SWING DOOR
PROTECTO SEALANT 25XL
PROTECTO PREMIUM
DUAL GUARD THRESHOLD TAPE
DOOR THRESHOLD
PROTECTO WRAP
MEMBRANE OR
PROTECTO DECK
DECK LEDGER BOARD
EXTERIOR DOOR SILL CROSS SECTION SHOWING
PROTECTO PREMIUM DUAL GUARD THRESHOLD TAPE
2
3
WEATHER RESISTIVE
BARRIER (CHECK LOCAL
BUILDING CODE FOR
REQUIREMENTS)
2 MECHANICALLY FASTEN
AS NECESSARY IN
CORNERS THROUGH
PROTECTO WRAP
MEMBRANE
4
4
5
EXTERIOR SHEATHING
FOLD UP WEATHER
RESISTIVE BARRIER AND
TEMPORARILY SECURE
1
1
PROTECTO WRAP
MEMBRANE
SILL PLATE
SEAL TOP OF JOISTS
UNDER DECKING
WITH PROTECTO DECK
ACQ FLASHING TAPE
PROTECTO WRAP MEMBRANE
OR PROTECTO DECK
ACQ FLASHING TAPE
BEHIND WRB
SEE PW-PD05
PROTECTO DETAIL TAPE WRAP
CUT WRB BACK
FROM OPENING
EXTERIOR SLIDING DOOR WITH DECK FLASHING
INSTALLATION AFTER WEATHER RESISTIVE BARRIER
1
WEATHER RESISTIVE
BARRIER OVER PW
MEMBRANE (CHECK LOCAL
BUILDING CODE FOR
REQUIREMENTS)
DOOR ROUGH OPENING
PROTECTO PREMIUM DUAL GUARD
THRESHOLD TAPE, WRAPPED UP
SIDES 1"
SUBFLOOR
RIM JOIST
PROTECTO WRAP
MEMBRANE OR
PROTECTO DECK ACQ
FLASHING TAPE
3
PROTECTO DECK
ACQ FLASHING TAPE
SEAL TOP OF JOISTS
UNDER DECKING
2
PROTECTO DECK
ACQ FLASHING TAPE
UNDER HANGERS
PROTECTO WRAP DETAIL TAPE
EXTERIOR DOOR SILL CORNER
ATTACH SILL STRIP WITH TOP EDGE LEVEL WITH
ROUGH SILL; EXTEND BEYOND EDGE OF ROUGH
OPENING AT LEAST 8". SECURE ALL BUILDING PAPER
OR SIMILAR APPROVED FLASHING MATERIAL WITH
GALVANIZED NAILS OR POWER DRIVEN STAPLES.
ATTACH JAMB STRIPS WITH SIDE EDGE EVEN WITH
ROUGH-JAMB FRAMING. START STRIP 1" BELOW
LOWER EDGE OF SILL STRIP AND EXTEND 4" ABOVE
LOWER EDGE OF LINTEL.
INSTALL WINDOW INTO ROUGH OPENING WITH SILL
AND JAMB FLANGES OVER PREVIOUSLY INSTALLED
FLASHING. ATTACH HEAD FLASHING OVER THE
WINDOW FLANGE.
COMMENCING AT THE BOTTOM(SOLE PLATE) OF THE WALL, LAY
BUILDING PAPER UNDER SILL STRIP. CUT ANY EXCESS BUILDING
PAPER THAT MAY EXTEND CUT ANY EXCESS BUILDING PAPER
THAT MAY EXTEND ABOVE THE SILL FLANGE LINE ON EACH SIDE
OF OPENING (SHOWN AS DASHED LINE). DO NOT CUT BUILDING
PAPER HORIZONTALLY SO THE PAPER WILL LAP OVER THE JAMB
STRIPS. INSTALL SUCCESSIVE LINES OF BUILDING PAPER (B,C,D
ETC) OVER JAMB AND HEAD FLANGES, LAPPING EACH COURSE.
WINDOW FLASHING DETAIL
SILL PLATE
WALL SHEATHING
PROTECTO WRAP
DETAIL TAPE
IN LOWER
CORNERS
PROTECTO SILL
DRAINAGE SYSTEM
BEAD OF PROTECTO
SEALANT 25XL IN CORNER,
AT EDGE OF PSDS
PROTECTO WRAP
MEMBRANE, OVER WRB
AND DETAIL TAPE, UNDER
PSDS
WRB "BIB"
PROTECTO WRAP
MEMBRANE
PROTECTO SILL
DRAINAGE SYSTEM
1
3
2
WRB "BIB" INSTALLED TO
ALLOW MIN. 1" ADHESION
OF FLASHING TO
SHEATHING
PROTECTO SEALANT
25XL, OPTIONAL
ALONG TOP
EDGE OF PSDS
BACKDAM
OPTION B
SILL PLATE
"L" METAL OR
EQUIVALENT
BACKDAM
RECOMMENDED
OPTION A
PROTECTO WRAP MEMBRANE
COMPATIBLE
TAPERED
WOOD SIDING
SILL PLATE
WALL SHEATHING
PROTECTO WRAP
DETAIL TAPE
PROTECTO WRAP
MEMBRANE
PROTECTO WRAP MEMBRANE
WALL SHEATHING
PROTECTO WRAP
DETAIL TAPE
PROTECTO WRAP
MEMBRANE
PROTECTO SEALANT 25XL
WRB "BIB" INSTALLED TO
ALLOW MIN. 1" ADHESION
OF SILL FLASHING TO
SHEATHING
WRB "BIB" INSTALLED TO
ALLOW MIN. 1" ADHESION
OF SILL FLASHING TO
SHEATHING
WINDOW SILL PAN PROTECTO SILL
DRAINAGE SYSTEM
WINDOW SILL PAN OPTIONS A & B
WEATHER
RESISTIVE
BARRIER
(OPTIONAL)
PROTECTO
WRAP
UNDERLAYMENT
WALL SHEATHING
PROTECTO WRAP
DETAIL TAPE
CONTINUOUS BEAD OF
PROTECTO WRAP
JS160 H MASTIC
PROTECTO
WRAP
UNDERLAYMENT
SL
O
P
E
SLOPE
ROOF
DECK
METAL DRIP EDGE
BY OTHERS
ROOF DECK
VERTICAL
SIDEWALL
PROTECTO WRAP
UNDERLAYMENT
KICK OUT FLASHING
(OPTIONAL)
EXPOSED ROOF
COVERING
EXPOSED WALL
COVERING
WEATHER RESISTIVE
BARRIER (OPTIONAL)
METAL STEP
FLASHING
CONTINUOUS BEAD OF
JS 160 H MASTIC
PROTECTO WRAP
UNDERLAYMENT
PROTECTO WRAP
UNDERLAYMENT
CONTINUOUS BEAD OF
JS 160 H MASTIC AT SEAMS
1
4
3
2
1
2
1
EXTEND PROTECTO WRAP
UDERLAYMENT ABOVE HIGHEST
EXPECTED LEVEL OF SNOW AND
ICE BUILD-UP
VERTICAL SIDE WALL
1
2
26" min.
PROTECTO WRAP
UNDERLAYMENT
LAP
VALLEY FLASHING DETAIL
9" min
.
OUTSIDE CORNER WALL TO ROOF DECK
2
3
4
5
6
7
8
9
10
1
RIDGID PIPE NOT TO EXCEED
2" THROUGH DRYER BOX
REFER TO NOTES
SEE DETAIL
DRYERBOX
4" RIGID METAL
DRYER VENTING: MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR
RUNNING ALL DUCTWORK FOR THE DRYER EXHAUST SYSTEM. ALL
CONCEALED DRYER DUCTING MUST BE RIGID METAL (GALVANIZED OR
ALUMINUM) MINIMUM OF 4" IN DIAMETER, SMOOTH 30 GA. CLEAN,
UNOBSTRUCTED, FRICTIONLESS DUCTS (NO FLEXIBLE DUCT ALLOWED IN
CONCEALED AREAS). SEAL ALL JOINTS WITH FOIL BACKED PRESSURE
SENSITIVE DUCT TAPE MEETING THE REQUIREMENTS OF UL 181. DUCT
JOINTS SHALL BE INSTALLED SO THAT THE MALE END OF THE DUCT
POINTS IN THE DIRECTION OF THE AIRFLOW. DO NOT USE RIVETS OR
SCREWS IN THE JOINTS OR ANYWHERE ELSE IN THE DUCT AS THESE WILL
ENCOURAGE LINT COLLECTION.
DRYERBOX® RECEPTACLE (WWW.DRYERBOX.COM) SHALL BE METAL AND
BE INSTALLED AS LOW AS POSSIBLE AS TO PERMIT THE PROPER AND SAFE
COLLECTION OF THE DRYER TRANSITION HOSE. DRYERBOX SHOULD BE
RESTING ON THE BOTTOM PLATE AND BE LOCATED AT OR NEAR THE
CENTERLINE OF THE PROPOSED DRYER APPLIANCE. RIGID DUCT SHOULD
PENETRATE DRYERBOX PORT 2 INCHES TO PROVIDE FOR FUTURE
CONNECTION AND STORAGE OF TRANSITION HOSE. BASEBOARD SHALL BE
"BUTTED" UP TO THE FIXED EXTENSION RIM AND SLIGHTLY BACK-CUT.
DRYERBOX SHOULD BE CAULKED AND THEN PAINTED WITH THE TRIM
PAINT. FOR USAGE IN A ONE-HOUR WALL ASSEMBLY, UL REQUIRES THAT
BATT INSULATION BE STUFFED AROUND THE DRYERBOX AND IN THE
ENTIRE WALL CAVITY CELL.
LENGTH OF CONCEALED RIGID METAL DUCTING SHALL NOT EXCEED 25
FEET. DEDUCT 5 FEET FROM THE ALLOWABLE LENGTH FOR EVERY 3.5"
RADIUS 90 DEGREE ELBOW AND TWO AND A HALF FEET FOR EVERY 45
DEGREE FITTING. DRYER VENTING SHALL BE INDEPENDENT OF ANY
OTHER SYSTEMS (CHIMNEYS OR EXHAUST VENTS). TERMINATION OF
DRYER VENTING MUST BE TO THE EXTERIOR WITH A PROPER HOOD OR
ROOF JACK EQUIPPED WITH A BACK-DRAFT DAMPER. SMALL ORIFICE
METAL SCREENING SHOULD NOT BE PART OF THE HOOD OR ROOF JACK
AS THIS WILL ACCELERATE LINT ACCUMULATION AND BLOCKAGE. THE
HOOD OPENING SHOULD POINT DOWN AND EXHIBIT 12 INCHES OF
CLEARANCE BETWEEN THE BOTTOM OF THE HOOD AND THE GROUND OR
OTHER OBSTRUCTION. VERIFY MANUFACTURER'S RECOMMENDATIONS
FOR ANY OTHER FACTORS.
DRYERBOX INSTALLATION
FLEX TRANSITION
HOSE
2"
MOUNT DRYERBOX AS LOW AS
POSSIBLE UNLESS YOU HAVE A
PEDASTAL OR STACKABLE DRYER
DRYER BOX DETAIL
SCALE: NOT TO SCALE
11
NTS
F1.0
FL
A
S
H
I
N
G
DE
T
A
I
L
S
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
JOIST (SEE PLAN FOR SIZE & SPACING)
DBL JOIST
OPG.
A 35 (TYP.)
30
"
FRAMED OPENNING DETAIL
3
SCALE: NOT TO SCALE
2
1
SCALE: NOT TO SCALE
4
2x D.F.P.T. PLT.
0'
-
8
"
F.G.
NON-CORRISIVE
WEEP SCREED
EDGE OF
FOOTING
WEEP DETAIL
5
SCALE: NOT TO SCALE
6
SCALE: NOT TO SCALE
7
8
9
SCALE: NOT TO SCALE
10
A MINIMUM 26 GA. CORROSION–RESISTANT OR
PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL
FLANGE OF 3 ½” SHALL BE PROVIDED AT OR BELOW
FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS.
SCREED SHALL BE A MINIMUM OF 4” ABOVE EARTH OR
2” ABOVE PAVED AREAS AND SHALL BE OF A TYPE
THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE
EXTERIOR OF THE BUILDING. (R703.7.2.1 CRC)
PLANS AND THE TABLE
SIMPSON STRAP PER
TYPICAL SPLICE AT TOP PLATE
16d SINKER
SPECIFIED BETWEEN
THE PLANS AND PER
SPLICING POINTS ON
UNDER SPLICE
LOCATE STUD
STEEL STRAP SPLICE
MIN. PLATE LAP
# OF 16d SINKER
ALT STRAP W/
TABLE BELOW
BELOW
18
CS16
4 FT.
A
14
4 FT.
MSTA36
B
18
4 FT.
ST6224
C D
EQUAL
UNDER SPLICE
LOCATE STUD
EQUAL
NUMBER OF NAILS
NOTE:
TYPICAL STUDS
AT 16" O.C.
16d SINKER
NAILS AT 16"
O.C. U.N.O. ON
PLANS AND PER
TABLE BELOW
-FULLY NAIL
STRAP W/ 16d
SINKER OR
10d COMMON
NAILS -NAILS
SHALL BE AT
LEAST 2"
APART
14
4 FT.
SHEAR PANEL
PER PLAN
PENETRATION
DO NOT EDGE
NAIL WITHIN PLUMBING
WALL
2X6 PLUMBING
TO SHEAR PANEL SIDE
PENETRATION OPPOSITE
PROVIDE PLUMBING
4 1/2" MAX.
EQUAL
E.N.E.N.
PIPE
DRAIN 4" MAX.
EQUAL
1 1/2"MAX.
EACH SIDE OF
MSTA24 @
EACH PLATE
(EXCLUDING LET-IN BRACES).
ONLY ONE NOTCH OR HOLE ALLOWED PER EACH STUD.
NOTE:
60% D
2 1/8"1 3/8"40%
25% D
5/8"
MIN.
EXTERIOR WALLS
BEARING AND
60% D
NON BEARING
WALLS
5/8"
MIN.
D
40% D
60%
60% D
2"3 1/4"
40% D
D
25%
NOTCH/BORE
% OF STUD 2X4 STUDS
7/8"1 3/8"
2X6 STUDS
13
STUD NOTCHING AND BORING
PLUMBING NOTCH AT SHEAR WALL
14
HOLDOWN DETAIL AT EXISTING FOOTING
SIMPSON STRONG-TIE
HD6A
EXISTING
FOUNDATION
POST
PER PLAN
SIMPSON
HD6A
7
3
/
4
"
M
i
n
.
ANCHOR : 7/8" ANCHOR
BOLT EMBEDMENT DEPTH: 7 3/4"
MIN
3 1/2" CONCRETE SLAB
1
1
/
2
"
M
I
N
.
INTERIOR NON-BEARING WALL
POWDER-ACTUATED PINS AT 24" O.C.
PDPW-300 - SIMPSON ANCHOR
PER ICC ESR 2138
ALL WALLS SHALL HAVE FASTENERS PLACED
AT 6 INCHES FROM ENDS OF SILL PLATES.
SCALE: NOT TO SCALE
INTERIOR WALL DETAIL
FIRE RATING:
STC:
SYSTEM THICKNESS:
1 HOUR
33
4 3/4"
GYPSUM BOARD:
WOOD STUDS:
GYPSUM BOARD:
ONE LAYER 5/8" THICK GYPSUM BOARD (UL TYPE ULIX™)
2X4 WOOD STUDS, 16" O.C. WITH 3-1/2" KNAUF EcoBatt® INSULATION OPTIONAL
ONE LAYER 5/8" THICK GYPSUM BOARD (UL
TYPE ULIX™)
ASSEMBLY OPTIONS:
UL DESIGN NO. U305
NOTES:
STUD AND INSULATION SIZES ARE MINIMUM UNLESS OTHERWISE STATED IN DESIGN.
FOR THE MOST UP-TO-DATE INFORMATION OR ASSEMBLY OPTIONS, REFER TO THE UL
FIRE RESISTANCE DIRECTORY.
UL TYPE ULIX™ REQUIRES THE USE OF INSULATION FOR SINGLE-LAYER, STEEL-
FRAMED UL FIRE-RATED ASSEMBLIES.
REFER TO THE UL FIRE RESISTANCE DIRECTORY FOR INFORMATION REGARDING
PRODUCT ORIENTATION AND FASTENING REQUIREMENTS.
1'-4"
[406 mm]
1'-4"
[406 mm]
1'-4"
[406 mm]
0'
-
4
3
/
4
"
[1
2
1
m
m
]
6"
2x4 STUDS @ 16" O.C.
ANCHOR : 5/8" ANCHOR
BOLT EMBEDMENT DEPTH: 8" MIN
W/SIMPSON EPOXY SET XP ICC-ES-ESR
(2508) SPECIAL INSPECTIONS IS REQUIRED.
NEW CURB. MIN. 6"
WIDE AND 6' HIGHT.
MAX. HEIGHT EQUAL
TO HEIGHT OF EXISTING
STEMWALL.
2x4 REDWOOD #2 FOUND.GRADE
5/8" DIA. A.B. @ 4' O.C. W/
3"x3"x1/4" PLATE WASHERS
EXTERIOR CONCRETE CURB
#4 REBAR EMBED 3" MIN
INNTO SIDE STEMWALL AND
SLAB @ 48" O.C. MAX
FRAME IN GARAGE DOOR OPENING WITH 2X4
STUDS @16" O.C. WITH 1
2" SHEATING ON THE
EXTERIOR. EXISTING HEADER TO REMAIN IN
THE OPENING
BONDING AGENT/
EPOXY PRIMER
PROPOSED WATER
PROOFING ICC ESR #1413
ON EXISTING SLAB IN LIEW
OF INSTALLING A VAPOR
BARRIER BENEATH
EXISTING SLAB
EPOXY TERRAZO MATRIX W/
MARBLE CHIPS, GLASS CHIPS
OR OTHER AGGREGATE AS
SPECIFIED
CONCRETE SLAB W/SHOTBLAST FINISH
GREATER THAN 3 LB. MOUSTURE PER 1,000
S.F. OR GREATER THAN 80% RELATIVE
HUMIDITY ( OR PER MANUF'R)
DIVIDER STRIPS
CONNECTION AT NEW SHEAR WALL
B.N. BLKNG
(E) BLKNG. OR
END RAFTER
B.N.PL.
NEW A35 PER
SCHEDULE-VERIFY
OR INSTALL NEW
3"x3"x0.229"
PLATE WASHER
INSTALL (N) 3X PLATE
OR AT EXISTING
INSTALL 2ND PLATE AT
SHEAR WALLS
REQUIRING 3X SILL
(2)16d@4" O/C
EXISTING PLATE
2" MIN. EDGE DIST.
ALTERNATE A35
LOCATION
NEW A.B. PER PLAN
WHERE OCCURS
1 PER BAY AT BLKNG.
B.N TO BOTH PL
SIMP. SET-XP EPOXY
SEE DETAIL 3/D-1
15SHEAR WALL SCHEDULE AND ELEVATION
30"
(E)FOOTING
D
E
T
A
I
L
S
D-1
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
11-18-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
OW
N
E
R
PR
O
J
E
C
T
C.M
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
MA
R
C
O
G
U
T
I
E
R
R
E
Z
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
AD
D
R
E
S
S
NTS
1
JOIST TO BEAM & BEAM TO BEAM 4 SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
2
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
2X BLKG
SHEAR WALL
SEE PLAN
SHEAR WALL
SEE PLAN WOOD ROOF
RAFTER
@16" O.C.
BN
BN TOP OF
PLYWOOD
SHTG
2X NAILER
2X NAILER
6
8
7
8
9
1012
11
3
5
7
D
E
T
A
I
L
S
D-2
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
11-18-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
OW
N
E
R
PR
O
J
E
C
T
C.M
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
MA
R
C
O
G
U
T
I
E
R
R
E
Z
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
AD
D
R
E
S
S
NTS
1. OSB OR WAFER BOARD (I.C.B.O. NER-108) MAY BE SUBSTITIUTED FOR STURCTURAL II
PLYWOOOD.
2. ALL NAILING SHALL UTILIZE COMMON NAILS FOR ALL HORIZONTAL DIAPHRAGMS.
3. ALL NAILING SHALL UTILIZE COMMON NAILS.
4. ALL SHEAR WALLS SHALL BE FULL LENGTH OF WALL IN NEW CONSTRUCTION, OR
LENGTH AS NOTED ON
ADDITIONS.
5. ALL STRUCTURAL WOOD SHEAR WALLS SHALL BE COVERED, WITH A MIN. OF
2-LAYERS OF 15 # FELT
UNDERLAYMENT PRIOR TO PLACING FINISH MATERIAL.
6. ALL SHEAR WALL PANELS TO BE ATTACHED TO ROOF FRAMING.
7. USE APPROVED PLATE WASHERS FOR ANCHOR BOLTS AND HOLD DOWN BOLTS.
BOLT SIZE PLATE SIZE BOLT SIZE PLATE SIZE BOLT SIZE
PLATE SIZE
5/8" DIA. 3"X3"X0.229" 3/4" DIA. 2.75"x2.75"x5/16" 1" DIA.
3.5"x3.5"x3/8"
5/8" DIA. 3"X3"X0.229" 7/8" DIA. 3"x3"x3/8"
8. EXISTING 1/2" DIA. ANCHOR BOLTS AT EXISTING FOOTINGS ARE ACCEPTABLE. NEW
ANCHOR BOLTS AT
EXISTING FOOTINGS SHALL BE THREADED AND EMBEDDED 5" INTO CONCRETE
FOOTING WITH EPOXY
(I.C.B.O. 4945, L.A.R.R. 25185 OR EQ.) WITH 1.75 MINIMUM EDGE DISTANCE. (SPECIAL
INSPECTION REQ'D.)
9. PLATE WASHERS ARE REQUIRED FOR ALL HOLD DOWNS.
10. ALL HOLD DOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING.
11. ALL BOLT HOLES SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED.
12. PROVIDE 1/2" EDGE DISTANCE FOR PLYWOOD EDGE NAILING.
13. PROVIDE 3x NOMINAL OR WIDER SILL PLATES THAT REST ON CONCRETE OR
MASONRY ARE REQUIRED
FOR SHEAR WALL 11-12-13.
14. PROVIDE 3x STUDS BETWEEN ADJACENT PANELS ON SHEAR WALLS 11-12-13.
15. NAILS SHALL BE STAGGERED, WHERE NAILS ARE SPACED AT 2 3/4" O.C. OR LESS
FOR SHEAR WALLS
11-12-13.
16. STUCCO SHEAR WALLS SHALL UTILIZE SELF FURRING NAILS (MIN. 11-GA. 1 1/2" LONG,
7/16" DIA. HEAD,
GALVANIZED FURRED A MIN. OF 1/4") TO ATTACH THE LATH TO THE STUDS. STAPLE
SHALL NOT BE USED.
GLUED LAMINATED LUMBER:
1. ALL GLUED LAMINATED MEMBERS SHALL BE COMBINATION
24 F - V4. CANTILEVERED OR CONTINUOUS MEMBERS SHALL BE
24 F - V8.
2. ALL GLUED LAMINATED MEMBERS SHALL BE
MANUFACTURED BY A FABRICATOR LICENSED BY THE CITY OF
SANTA ANA OR THE LOCAL
GOVERNING AGENCY.
3. ALL FABRICATION AND WORKMANSHIP SHALL BE IN
CONFORMANCE WITH THE CURRENT EDITION OF THE
STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED
LAMINATED DOUGLAS FIR (COAST REGION) LUMBER BY THE
LUMBERMAN'S ASSOCIATION, AND THE CURRENT EDITION OF
TIMBER CONSTRUCTION.
4. FINISH OF THE MEMBERS SHALL BE INDUSTRIAL
APPEARANCE GRADE IN CONFORMACE WITH THE STANDARD
APPEARANCE GRADES OF THE A.I.T.C.
UNLESS NOTED OTHERWISE.
5. MEMBERS SHOWN ARE FOR DRY USE.
FOUNDATIONS:
1. THE FOLLOWING DESIGN IS BASED ON THE RECOMMENDATIONS GIVEN IN
THE FOLLOWING REPORT UNLESS OTHERWISE INDICATED. FOUNDATION
WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS REPORT. THE
REPORT IS PART OF THE PLANS AND SHOULD BE KEPT ON THE JOB SITE AT
ALL TIMES.
REPORT BY:
REPORT NO:
REPORT DATE:
2. FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND IDENTIFY BY THE
SOILS ENGINEER OR HIS REPRESENTATIVES PRIOR TO THE PLACEMENT
OF ANY REINFORCING STEEL OR CONCRETE.
3. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING CRITERIA:
BREAKING ................................. PSF
SKIN FRICTION ......................... PSF
PASSIVE PRESSURE ................. PCF
FRICTION COEFFICIENT............ 30 PCF (LEVEL)
4. VERTICAL EXCAVATIONS IN SOIL SHALL BE LIMITED TO 5 FEET VERTICAL
CUTS IN EXCESS OF 5 FEET SHALL BE CUT BACK AT 1:1, THE A-B-C SLOT CUT
PROCEDURES ARE TO BE USED.
5. ALL COMPACT SHALL CONFORM TO METHODS DESCRIBED IN THE SOILS
REPORT.
6. MINIMUM SLAB ON GRADE CONSTRUCTION UNLESS NOTED OTHERWISE
ON THE PLANS BE 4-INCH CONCRETE REINFORCED WITH 6 x 6 - W2. 9 x W2.9
WELDED WIRE MESH OVER 2-INCHES OVER 6-MIL VISQUEEN MOISTURE
BARRIER OVER 2-INCHES OF SAND. THE BUILDING FLOOR SLAB SHALL BE
SUPPORTED ON COMPACTED GRADE, BEDROCK OR APPROVED SOIL.
7. IF TRENCHES OR EXCAVATION OF 5 FEET OR MORE IN WHICH A PERSON
MUST DESCEND, ARE REQUIRED. A PERMIT MUST BE OBTAINED FROM THE
CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT.
REINFORCING STEEL:
1. ALL REINFORCING STEEL, DOWELS AND TIES SHALL CONFROM TO ASTM
A 615, GRADE 60, UNLESS NOTED OTHERWISE. # 3 BARS SHALL BE ASTM
A 615, GRADE 40.
2. ALL REINFORCING STEEL SHALL BE LAPPED AS INDICATED ON THE
DRAWINGS. WHERE LAPS AND / OR SPLICE LOCATIONS ARE NOT
SPECIFICALLY INDICATED. VERIFY WITH THE ENGINEER IF A SPLICE CAN
BE PROVIDED. ALL REINFORCING STEEL SHALL BE LAPPED WITH A CLASS
"C" LAP UNLESS NOTED OTHERWISE. ALL SPLICE LOCATIONS SHALL BE
SHOWN ON SHOP DRAWINGS AND APPROVED PRIOR TO FABRICATON.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 82 AND A 185.
4. ALL REINFORCING STEEL IN MASONRY SHALL BE LAPPED 40 BAR DIAMETERS
OR TWO (2) FEET MINIMUM, UNLESS NOTED OTHERWISE.
FRAMING LUMBER:
1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING
GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST
LUMBER, NO 16, UNLESS NOTED OTHEWISE:
RAFTERS, JOISTS, PLATES.............................................. NO 2
2x AND 4x BEAMS, STRINGERS, AND HEADERS............ NO 2
6x AND 8x BEAMS, STRINGERS, AND HEADERS............ NO 1
POSTS AND TIMBERS...................................................... NO 1
STUDS............................................................. CONST. GRADE
BLOCKING, AND STRIPPING.............................. STUD GRADE
2. PLYWOOD FOR ROOF SHEATHING SHALL BE CDX, UNLESS NOTED OTHEWISE.
USE EXTERIOR TYPE, MINIMUM C-C GRADE WHERE PLYWOOD IS EXPOSED TO
WEATHER. PLYWOOD FOR FLOOR SHEATHING SHALL BE CDX, UNLESS NOTED
OTHEWISE. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD PS
1-86. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP
OR BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIATION.
3. ALL WOOD BEARING ON CONCRETE SHALL BE PRESSURE TREATED DOUGLAS
FIR.
4. STUDS OVER 10 FEET IN HEIGHT SUPPORTING TWO FLOORS AND A ROOF MUST
BE 2x6 AT 16" O.C. UNLESS NOTED OTHERWISE. FOR STUDS GREATER THAN 16
FEET, SEE PLAN. STUDS IN CRIPPLE WALLS LESS THAN 4 FEET IN HEIGHT MAY
MATCH THE STUDS ABOVE.
5. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS.
BLOCKING SHALL BE ONE PIECE AND BE THE FULL DEPTH OF THE JOIST OR
RAFTER.
6. CROSS BRIDGING SHALL BE PROVIDED AT 8'-0" ON CENTER MAXIMUM FOR ALL
JOISTS AND RAFTERS MORE THAN 8" DEEP.
7. PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE
JOISTS.
8. PROVIDE SOLID, FULL BLOCKING UNDER PARTITIONS WHICH ARE
PERPENDICULAR TO THE JOISTS.
9. TOP PLATE OF ALL STUD WALLS SHALL BE TWO PIECES THE SAME SIZE AS THE
STUDS. SPLICES ARE TO LAP 4'-0" MINIMUM AND BE NAILED WITH 12-16d NAILS
MINIMUM EACH SIDE OF JOINT.
10. ALL NAILS SHALL BE COMMON, BOX OR SINKER, NAILING SHALL BE PER
CHAPTER 23 OF THE UNIFORM BUILDING CODE.
11. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT
DIAMETER ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND
NUT UNLESS NOTED OTHERWISE.
12. ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO THE APPLICATION OF
SHEATHING,PLASTER, ETC....
13. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC.. UNLESS
SPECIFICALLY DETAILS.
14. WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25 % OF THE WIDTH MAXIMUM,
EXCEPT INTERIOR NO BEARING STUDS WHICH MAY BE NOTCHED TO 40 % OF THE
WIDTH MAXIMUM. STUDS MAY BE BORED TO 40 % OF THE WIDTH MAXIMUM.
EXCEPT INTERIOR NONBEARING STUD AND DOUBLE BEARING STUDS
(PROVIDED NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS ARE BORED)
WHICH MAY BE BORED TO 60 % OF THE WIDTH MAXIMUM. BORED HOLES
SHALL NOT BE LOCATED AT THE SAME SECTION OF A STUD AS A CUT OR
NOTCH.; IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8"
TO THE EDGE OF THE STUD.
15. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALL AT FLOOR, CEILING
AND ROOF. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALL
BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRE STOPS AT A
MAXIMUM SPACING OF 8'-0" IN EACH DIRECTION AND AT THE SAME LINES AS
THE FIRE STOPS IN ADJACENT WALLS.
CONCRETE
1. ALL CONCRETE, UNLESS OTHERWISE, SHALL BE REGULAR WEIGHT, HARD
ROCK TYPE (150 PSF). AGGREGATES SHALL CONFORM TO ASTM C33 WITH
PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05
2. ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS SHALL BE:
SLAB ON GRADE...... 3000 PSI CONTINUOUS FOOTINGS...... 3000 PSI
PAD FOOTING.......... 3000 PSI RETAINING WALLS.................. 3000 PSI
GRADE BEAMS......... 3000 PSI CASSIONS / PILES.................. 3000 PSI
3. CEMENT SHALL CONFORM TO ASTM C150, TYPE V.
4. PLACEMENT OF CONCRETE SHALL CONFORM WITH THE REQUIREMENTS OF
5. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM
OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE
APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED.
6. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL LATINATE
SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THROUGHTLY WETTED
AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE
PLACING NEW CONCRETE.
7. ALL CONCRETE WITH A DESIGNATED STRENGTH GREATER THAN 2500 PSI
SHALL REQUIRE CONTINUOUS INSPECTION BY AN INSPECTOR APPROVED BY
THE BUILDING DEPARTMENT .
8. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS
FOLLOWS:
-CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL...........3"
CONCRETE EXPOSED TO SOIL OR WEATHER:
# 5 BARS, W 31 OR D 31 WIRES, AND SMALLER .......................................1 1/2"
# 6 BARS, AND LARGER.....................................................................................2"
CONCRETE NOT EXPOSED TO SOIL OR WEATHER OR IN CONTACT WITH SOIL:
# 11 BARS, AND SMALLER.............................................................................3/4"
# 14 BARS AND LARGER..............................................................................1 1/2"
BEAMS AND COLUMNS................................................................................1 1/2"
9. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN
STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED.
10. BEFORE NEW CONCRETE IS DEPOSITED ON OR AGAINST CONCRETE WHICH
IS SET, THE SURFACE OF THE SET CONCRETE SHALL BE ROUGHENED
SUFFICIENTLY TO EXPOSE THE AGGREGATE APPROXIMATELY 1/4" AND CLEANED.
USE EPOXY WHERE REQUIRED.
11. EXPANSION BOLTS SHALL BE HILTI "KWIK" BOLTS:
( W / L = 0.45 MAX. TYP.)
GENERAL:
1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE
DRAWING
AND SPECIFICATIONS.
2. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE SAFETY OF THE BUILDING.
3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,
SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO
REVIEW.
4. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR
IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT.
5. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING
CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE. BUT
WITHOUT GUARANTEE OF ACURANCY. WHERE ACTUAL CONDITIONS
CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED THE
PROPER REVISIONS MAY BE MADE. MODIFICATION OF DETAILS OF
CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL.
CONCRETE MASONRY:
1. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM
C90-75, GRADE N-1
WITH A MINIMUM COMPRESSIVE STRENGHT OF 1500 PSI.
2. MORTAR SHALL CONFORM TO ASTM C270-80, TYPE S, WITH
A MINIMUM
COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. MIX: 1
PART PORTLAND CEMENT, 1/2 PART LIME PUTTY, 4 1/2 PARTS
SAND (BY VOLUME). IF PLASTIC TYPE CEMENT IS USED, OMIT
LIME PUTTY.
3. GROUT SHALL CONFORM TO ASTM C476-80, WITH A
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS.
MIX: 1 PART CEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL.
SUFFICIENT WATER TO BRING THE MIXTURE TO A FLUID
CONSISTENCY.
4. SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE.
5. PROVIDE TESTS AS MAY BE REQUIRED BY THE BUILDING
OFFICIAL.
6. THE THICKNESS OF THE GROUT BETWEEN BLOCK UNITS
AND REINFORCING STEEL SHALL NOT BE LESS THAN 1/2",
BETWEEN PARALLEL REINFORCING BARS, NO LESS THAN 3/4".
7. IF WORK IS STOPPED ONE (1) HOUR OR LONGER, PROVIDE
HORIZONTAL
CONSTRUCTION JOINTS BY STOPPING THE GROUT 1 1/2"
BELOW THE TOP OF THE BLOCK.
8. SEE REINFORCING STEEL NOTES AND STANDARD DETAILS
FOR REINFORCING REQUIREMENTS. REINFORCING STEEL IN
MASONRY SHALL BE LAPPED 40 BAR DIAMETERS MINIMUM.
9. SPECIAL INSPECTION BY AN INSPECTOR APPROVED BY
THE BUILDING
DEPARTMENT IS NOT REQUIRED UNLESS NOTED
OTHERWISE.
ICC ES ESR-1385
EPOXY ANCHORS:
1. ALL EPOXY ANCHORS SPECIFIED ON THE PLANS SHALL BE BY ONE OF THE FOLLOWING
MANUFACTURES AND SHOULD BE INSTALLED PER THE MANUFACTURES
RECOMMENDATIONS:
HILTI RE-500 SD ICC REPORT No. ESR-2322
2. CONTINUOUS SPECIAL INSPECTION BY A CITY OF SANTA ANA REGISTERED DEPUTY
INSPECTOR IS REQUIRED FOR ALL EPOXY ANCHOR INSTALLATIONS.
or 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 spans 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" ´ 0.113"; 8d - 21/2" ´ 0.131"; 10d - 3" ´ 0.148").
d.Common (6d - 2" ´ 0.113"; 8d - 21/2" ´ 0.131"; 10d - 3" ´ 0.148").
e.Deformed shank (6d - 2" ´ 0.113"; 8d - 21/2" ´ 0.131"; 10d - 3" ´ 0.148").
f.Corrosion-resistant siding (6d - 17/8" ´ 0.106"; 8d - 23/8" ´ 0.128") or casing (6d - 2" ´
0.099"; 8d - 21/2" ´ 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" ´ 0.080") or finish (11/2" ´ 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" ´ 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
and wall
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.
1. Joist to sill or girder 3 - 8d common (21/2" ´ 0.131") toenail
3 - 3" ´ 0.131" nails
3 - 3" 14 gage staples
2. Bridging to joist 2 - 8d common (21/2" ´ 0.131") toenail each end
2 - 3" ´ 0.131" nails
2 - 3" 14 gage staples
3. 1" ´ 6" subfloor or less to each joist 2 - 8d common (21/2" ´ 0.131") face nail
4. Wider than 1" ´ 6" subfloor to each joist 3 - 8d common (21/2" ´ 0.131") face nail
5. 2" subfloor to joist or girder 2 - 16d common (31/2" ´ 0.162") blind and face nail
6. Sole plate to joist or blocking 16d (31/2" ´ 0.135") at 16" o.c. typical face nail
3" ´ 0.131" nails at 8" o.c.
3" 14 gage staples at 12" o.c.
Sole plate to joist or blocking at braced 3" - 16d (31/2" ´ 0.135") at 16" braced wall panels
wall panel 4 - 3" ´ 0.131" nails at 16" end nail
4 - 3" 14 gage staples per 16"
7. Top plate to stud 2 - 16d common (31/2" ´ 0.162")
3 - 3" ´ 0.131" nails
3 - 3" 14 gage staples
8. Stud to sole plate 4 - 8d common (21/2" ´ 0.131") end nail
4 - 3" ´ 0.131" nails
3 - 3" 14 gage staples
2 - 16d common (31/2" ´ 0.162")
3 - 3" ´ 0.131" nails
3 - 3" 14 gage staples toenail
9. Double studs 16d (31/2" ´ 0.135") at 24" o.c. face nail
3" ´ 0.131" nail at 8" o.c.
3" 14 gage staple at 8" o.c.
10. Double top plates 16d (31/2" ´ 0.135") at 16" o.c. typical face nail
3" ´ 0.131" nail at 12" o.c.
3" 14 gage staple at 12" o.c.
Double top plates 8-16d common (31/2" ´ 0.162") lap splice
12-3" ´ 0.131" nails
12-3" 14 gage staples
11. Blocking between joists or rafters 3 - 8d common (21/2" ´ 0.131") toenail
to top plate 3 - 3" ´ 0.131" nails
3 - 3" 14 gage staples
12. Rim joist to top plate 8d (21/2" ´ 0.131") at 6" o.c. toenail
3" ´ 0.131" nail at 6" o.c.
3" 14 gage staple at 6" o.c.
13. Top plates, laps and intersections 2 - 16d common (31/2" ´ .162") face nail
3 - 3" ´ 0.131" nails
3 -3" 14 gage staples
14. Continuous header, two pieces (31/2" ´ 0.162")16" o.c. along edge
16d common
15. Ceiling joists to plate 3 - 8d common (21/2" ´ 0.131") toenail
5 - 3" ´ 0.131" nails
5 - 3" 14 gage staples
16. Continuous header to stud 4 - 8d common (21/2" ´ 0.131") toenail
17. Ceiling joists, laps over partitions (see 3 - 16d common (31/2" ´ 0.162") face nail
minimum, Table 2308.10.4.1
Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" ´ 0.131" nails
4 - 3" 14 gage staples
18. Ceiling joists to parallel rafters (see
Section 2308.10.4.1, Table 2308.10.4.1)3 - 16d common (31/2" ´ 0.162") face nail
minimum, Table 2308.10.4.1
4 - 3" ´ 0.131" nails
4 - 3" 14 gage staples
19. Rafter to plate 3 - 8d common (21/2" ´ 0.131") toenail
(see Section 2308.10.1, Table 2308.10.4.1) 3 - 3" ´ 0.131" nails
3 - 3" 14 gage staples
20. 1" diagonal brace to each stud and plate 2 - 8d common (21/2" ´ 0.131")face nail
2 - 3" ´ 0.131" nails
3 - 3" 14 gage staples
21. 1" ´ 8" sheathing to each bearing 3 - 8d common (21/2" ´ 0.131")face nail
22. Wider than 1" ´ 8" sheathing 3 - 8d common (21/2" ´ 0.131")face nail
to each bearing
23. Built-up corner studs 16d common (31/2" ´ 0.162")24" o.c.
3" ´ 0.131" nails 16" o.c.
3" 14 gage staples 16" o.c.
24. Built-up girder and beams 20d common (4" ´ 0.192") 32" o.c.face nail at top and
3" ´ 0.131" nail at 24" o.c.bottom staggered
3" 14 gage staple at 24" o.c 2 - 20d on opposite sides
2-20d common (4" ´ 0.192")face nail at ends
3 - 3" ´ 0.131" nails and at each splice
3 - 3" 14 gage staples
25. 2" planks 16d common (31/2" ´ 0.162")at each bearing
26. Collar tie to rafter 3 - 10d common (3" ´ 0.148")face nail
4 - 3" x 0.131" nails
4 - 3" 14 gage staples
27. Jack rafter to hip 3 - 10d common (3" x 0.148")toenail
4 - 3" ´ 0.131" nails
4 - 3" 14 gage staples
2 - 16d common (31/2" ´ 0.162")face nail
3 -3" ´ 0.131" nails
3 - 3" 14 gage staples
28. Roof rafter to 2-by ridge beam 2 - 16d common (31/2" ´ 0.162")toenail
3 - 3" ´ 0.131" nails
3 - 3" 14 gage staples
2-16d common (31/2" ´ 0.162")face nail
3 - 3" ´ 0.131" nails
3 - 3" 14 gage staples
29. Joist to band joist 3 - 16d common (31/2" ´ 0.162")face nail
4 - 3" ´ 0.131" nails
4 - 3" 14 gage staples
30. Ledger strip 3 - 16d common (31/2" ´ 0.162")face nail
4 - 3" x 0.131" nails
4 - 3" 14 gage staples
31. Wood structural panels and 1/2" and less 6dc,1
particleboardb 2 3/8" ´ 0.113" nailn
Subfloor, roof and wall sheathing 1 3/4" 16 gageo
(to framing)19/32" to 3/4"8dd or 6de
2 3/8" ´ 0.113" nailp
2" 16 gagep
7/8" to 1"8dc
1 1/8" to 1 1/4"10dd or 8dd
Single Floor (combination subfloor-3/4"and less 6de
underlayment to framing)7/8" to 1"8de
1 1/8" to 1 1/4"10dd or 8de
32. Panel siding (to framing)1/2" or less6df
5/8"8df
33. Fiberboard sheathingg 1/2"No. 11 gage roofing nailh
6d common nail (2" ´ 0.113")
No. 16 gage staplei
25/32"No. 11 gage roofing nailh
8d common nail (21/2" ´ 0.131")
No. 16 gage staplei
34. Interior paneling 3/8"1/4"4dj
6dk
TABLE 2304.9.1
FASTENING SCHEDULE
CONNECTION FASTENING LOCATION CONNECTION FASTENING LOCATION
N1.0
NO
T
E
S
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
11-18-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
OW
N
E
R
PR
O
J
E
C
T
C.M
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
MA
R
C
O
G
U
T
I
E
R
R
E
Z
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
AD
D
R
E
S
S
NTS
12
2
1
EXISTING
RAISED FOUNDATION
HDU
2
D-1
3
HDU
2
D-1
3
D-1
3
HD
U
2
D-1
3
HD
U
2
HD
U
2
HD
U
2
HDU
2
D-1
3
HDU
2
D-1
3
D-1
3
HDU
2
D-1
3
D-1
5
D-1
5
D-1
5
D-1
5
D-1
5
D-1
5
D-1
5
D-1
5
D-1
5
HD
U
2
NEW CURB. MIN. 6"
WIDE AND 6' HIGHT.
MAX. HEIGHT EQUAL
TO HEIGHT OF EXISTING
STEMWALL.
4'X3'X3 12"
CONC. LAND.
1/2" DIFF.
E
4'-0"
E
4'-0"
E4'
-
0
"
E
6'
-
1
0
"
E 4'
-
7
"
E
5'-8"
EXISTING
SLAB FOUNDATION
VAPOR BARRIER ESR 1413
14
D-1
15
D-1
D-1
10
4'
-
0
"
6
13
'
-
3
"
D-1
7
HDU
2
HDU
2
EXISTING
RAISED FOUNDATIONEXISTING
RAISED FOUNDATION
5/8" DRYWALL
WALLS & CLG.
1-HR FIRE RATED
NOTE:
SPECIAL INSPECTION IS REQUIRED FOR CONCRETE
WITH COMPRESSIVE STRENGTH GREATER THAN 2500
PSI (CBC 1705.3) AND FOR SHEAR WALLS WITH NAIL
SPACING OF 4" O.C. OR LESS (CBC 1705.13.2).
6
D-1
3
D-1
3
HD
U
2
6
5'-2"
HD
U
2
2
4'-0"
SYMBOLS LEGEND
PAD NUMBER
ANCHOR BOLTS NUMBER
NEW EXTERIOR FOUNDATION
PAD SCHEDULE
P
2x4 STUD NEW WALL
1
2x6 STUD NEW WALL
-
FOUNDATION PLAN NOTES
(SHEAR & NON-SHEAR) SHALL HAVE 5/8" DIAMETER X 12" A.B.S.
2. ALL INTERIOR NON-BEARING WALLS SHALL HAVE HILTI X-U PIN REPORT
1. ALL CONTINUOUS EXTERIOR AND INTERIOR BEARING WALLS FOOTINGS
WITH 3" X3" X 1/4" WASHERS, MIN. 7" EMBEDMENT ONTO CONCRETE,
AT 72" O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT
SHOULD BE LOCATED MAX. 12" AWAY FROM THE END OF THE SILL PLATES.
MIN. (2) A.B.S. PER SILL PLATE PER SHEAR PANEL.
ACTUAL SLAB THICKNESS SHALL BE MINIMUM 4".
OF 1 1/4" INTO SLAB, AT 24" O.C. UNLESS NOTED OTHERWISE,
ICC-ES ESR-2269, REISSUED FEBRUARY 1, 2011, WITH MIN. PENETRATION
SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS OF ICC-ES
2920 AND SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION.
3. ALL HOLDOWNS AND POST ANCHORS SHALL BE INSTALLED ACCORDING TO
4. MIN. CONCRETE WIDTH SHALL BE 8' FOR RECEIVING MPA'S AND HPAHD22s.
FRAMING TO ASSURE PROPER AND ACCURATE INSTALLATION.
VERIFY LOCATIONS OF HOLDOWNS AND ANCHOR BOLTS WITH ROUGH
ALL CONCRETE STOOP AND PORCHES.
5. PROVIDE #3 X 24" DOWELS AT 24" O.C. AND 12" FROM THE CORNER AT
FOR ALL CONTINUOUS FOOTING IN ADDITION (1) #4 BAR EXTRA FOR
ELECTRICAL GROUND. LOCATION TO BE VERIFIED WITH ELECT. CONTRACTOR.
6. PROVIDE MINIMUM (2) #5 REINFORCING BAR AT TOP AND (2) #5 AT BOTTOM
7. VERIFY MINIMUM FOUNDATION DEPTH, WIDTH, REINFORCING STEEL AND
IF ANY MORE RESTRICTIVE THE SHALL SUPERSEDE THE ABOVE MINIMUMS.
ADDITIONAL EXPANSIVE SOIL REQUIREMENTS WITH VALID SOILS REPORT AND
8. CONCRETE STRENGTH SHALL BE MINIMUM 2,500 PSI.
REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS NOT SHOWN. ACCURACY
OF THE DIMENSIONS AND FINAL FIT OF THE BUILDING SHALL BE REVIEWED
BY THE ARCHITECT AND THE CONTRACTOR PRIOR TO CONSTRUCTION.
9. FOUNDATION DRAWING SHALL REFLECT THE STRUCTURAL REQUIREMENT ONLY.
10. WAITING PERIOD FOR CONCRETE SLAB-ON-GRADE PRIOR TO START OF
B. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR.
A. WALK ON SLAB 24 HOURS AFTER CONCRETE HAS BEEN POURED.
CONSTRUCTION IS AS FOLLOWS:
C. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POUR.
D. DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POUR.
11. THE MAXIMUM SOIL BEARING PRESSURE IS 1,500 PSF.
12. ALL DIMESIONS SHOWN ON THE PLANS HAVE BEEN DETERMINED BY THE
DEPTH + 3" COVER.
13. DEEPEN FOOTING @ HARDY FRAME AS REQUIRED TO ACHIEVE THE A.B.
14. REINFORCING BARS SHALL BE ASTM A615 GRADE 40.
OF HOT DIPPED ZINC COATED GALVANIZED PER CBC 2010 TABLE 2306.4.1
15. THE FASTENERS FOR PRESSURE PRESERVATIVE TREATED WOOD SHALL BE
16. THE EMBEDMENT LENGTH OF HOLD DOWN ANCHORS SHALL BE 24" MIN.
LOCATED TO PROVIDE AMPLE CONCRETE COVER FOR THE HOLD DOWNS.
17. THE GRADE BEAMS SHALL BE DEPPENED WHERE THE HOLD DOWNS ARE
18. SPECIAL INSPECTION IS REQUIRED BY CBC 1704 FOR ALL ADHESIVE WORKS.
S1
SLAB SCHEDULE
PROVIDE A MINIMUM 10 MIL VAPOR BARRIER WITH CONCRETE
TOPPING OR OTHER APPROVED METHOD. THE LIQUID
MEMBRANE CONCRETE COATINGS DO NOT MEET THE PERM
RATING OR PERMANENT INSTALL REQUIREMENT FOR BARRIERS
AT LIVING SPACES.
S1.1
FO
U
N
D
A
T
I
O
N
PL
A
N
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
11-18-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
OW
N
E
R
PR
O
J
E
C
T
C.M
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
MA
R
C
O
G
U
T
I
E
R
R
E
Z
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
AD
D
R
E
S
S
FOUNDATION PLAN SCALE: 3/8"=1'-0" 1
3/8"=1'-0"
12
2
1
(E
)
2
X
R
.
R
.
@
1
6
"
O
.
C
.
(N
)
H
D
R
.
4X
4
(N
)
H
D
R
.
4X
4
(N
)
H
D
R
.
4X
2
(N
)
H
D
R
.
4X
4
(N
)
H
D
R
.
4X
4
(N) HDR.
4X4
(N) HDR.
4X4
(N) HDR.
4X4
(N) HDR.
4X6
(N) HDR.
4X6
(N) HDR.
4X2
(E)2X R.R. @ 16" O.C.(E)2X R.R. @ 16" O.C.
(E) 2xC.J.
@ 16" O.C.
CAPACITY
FOUNDATION
ANCHOR BOLTS
PER CBC 2308.3.3
16"
SHEAR TRANSFER
A 35 SPACING
TYPE SHEAR WALL SYSTEM
15/32" STRUCTURAL II PLYWOOD CDX / OSB
(4-PLY) WITH 8d NAILS @ 4" O.C. AT
ALL PANEL EDGES & 12" O.C. AT
FIELD.
5/8" DIA. @
4-0" O.C.
SILL NAILING
16d SPACING
4.5"
2
24"1/2" STRUCTURAL I PLYWOOD CDX / OSB
WITH 8d NAILS @ 6" O.C. AT
ALL PANEL EDGES & 12" O.C. AT
FIELD.
5/8" DIA. @
4-0" O.C.
6"
6
EXISTING SHEAR WALLE
EE
E4'
-
0
"
E
6'
-
1
0
"
E 4'
-
7
"
E
5'-8"
4'
-
0
"
6
13
'
-
3
"
6
6
2
4'-0"
(N) HDR.
4X4
ONE LAYER OF 5/8” TYPE ‘X’
GYPSUM BOARD
SHALL BE PROVIDED ON BOTH
SIDES OF WALL AND SHALL
EXTENDED FROM
FOUNDATION/SLAB TO THE
UNDERSIDE OF ROOF.
1-HR FIRE RATED
D-1
7
SYMBOLS LEGEND
2X C.J.
2x4 NEW STUD BEARING WALL
2X R.R.
FRAMING PLAN NOTES
OVER 10'-0" USE (2) 2X4 STUDS AT 16" O.C. TO 17'-6" IN HGT. FOR
B. TYPICAL FLOOR SHEATHING USE 5/8" T&G CDX GRADE PLYWOOD P.I.
A. BALLON FRAMED WALLS USE 2X4 STUDS @ 16" O.C. TO 10'-0" IN HEIGHT
WALLS OVER 17'-6" IN HEIGHT USE (2) 2X4 STUDS AT 12" O.C. (U.N.O.)
TO FRAMING.
OR SCREWS, NAIL AND GLUE PLYWOOD TO FRAMING. LAY PERPENDICULAR
32/16 WITH 10d NAILS @ 6"-6"- 10" O.C. USE RING SHANK NAILS
WITH 8d NAILS @ 6"-6"- 12"O.C. LAY PERPENDICULAR TO FRAMING.
USE 1X8 T&G SELECT SPRUCE AT EXPOSED EAVES. (U.N.O.)
C. TYPICAL ROOF SHEATHING USE 1/2" CDX RADIANT PLYWOOD P.I. 24/0
D. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL INTERIOR WALLS PARALLEL
PERPENDICULAR WITH FRAMING.
WITH FRAMING. USE SOLID BLOCKING UNDER INTERIOR WALLS
4'-0" SPLICE (U.N.O.)
E. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/(12) 16d AT
DIAMETER MACHINE BOLTS AT 18" O.C. STAGGERED (U.N.O.)
F. MULTI JOIST, (3) OR MORE SHALL BE FASTENED TOGETHER WITH 1/2"
G. ALL HEADERS TO BE 4X6 (U.N.O.)
H. WRAP ALL EXPOSED POSTS AND BEAMS IN GARAGE WITH 5/8" TYPE "X"
I. PROVIDE 4X POSTS AT ALL HOLD DOWNS (U.N.O)
J. ALL FRAMING HARDWARE TO BE "SIMPSON STRONG-TIE CO" OR APPROVED
EQUIVALENT.
K. PROVIDE 4X4 POSTS AT EACH END OF 4X10 OR LARGER MEMBERS. USE
L. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS.
M. WOOD STRUCTURAL PANELS SHALL COMPLY WITH PS1-95 AND/OR PS2-92.
N. THE NUMBER AND SIZE OF WOOD FASTENER SHALL NOT BE LESS THAN
THAT SET FORTH IN TABLE 2304.9.1.
GYPSUM BOARD. (U.N.O.)
(2) 2X STUDS AT EACH END OF 4X8 OR SMALLER MEMBERS. (U.N.O)
PROVIDE MULTIPLE STUDS AT EAH END OF 4X8 OR SMALLER MEMBERS.
(U.N.O.)
1 ROOF DIAPHRAGM
1/2" CDX PLYWOOD (UNBLOCKED)
w/8d@6" BN,6" EN,12" FN.
ALLOW =240 PLR
S2.1
C
E
I
L
I
N
G
F
R
A
M
I
N
G
&
RO
O
F
F
R
A
M
I
N
G
PL
A
N
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
11-18-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
OW
N
E
R
PR
O
J
E
C
T
C.M
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
MA
R
C
O
G
U
T
I
E
R
R
E
Z
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
AD
D
R
E
S
S
CEILING FRAMING & ROOF FRAMING PLAN SCALE: 3/8"=1'-0" 1
3/8"=1'-0"
2
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in
sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65
percent of the non-hazardous construction and demolition waste in accordance with either Section
4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste
management ordinance.
Exceptions:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or
recycle facilities capable of compliance with this item do not exist or are not located reasonably
close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
jobsites are located in areas beyond the haul boundaries of the diversion facility.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN . Submit a construction waste management plan
in conformance with Items 1 through 5. The construction waste management plan shall be updated as
necessary and shall be available during construction for examination by the enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or
bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material collected will be
taken.
4. Identify construction methods employed to reduce the amount of construction and demolition waste
generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of construction and
demolition waste material diverted from the landfill complies with Section 4.408.1.
Note: The owner or contractor may make the determination if the construction and demolition waste
materials will be diverted by a waste management company.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4
lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in
Section 4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds
per square foot of the building area, shall meet the minimum 65% construction waste reduction
requirement in Section 4.408.1
4.408.5 DOCUMENTATION . Documentation shall be provided to the enforcing agency which demonstrates
compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
Notes :
1. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C & D) processors can be located at the California
Department of Resources Recycling and Recovery (CalRecycle).
4.410 BUILDING MAINTENANCE AND OPERATION
4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact
disc, web-based reference or other media acceptable to the enforcing agency which includes all of the
following shall be placed in the building:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems,
photovoltaic systems, electric vehicle chargers, water-heating systems and other major
appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to further reduce
resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
and what methods an occupant may use to maintain the relative humidity level in that range.
6. Information about water-conserving landscape and irrigation design and controllers which conserve
water.
7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this code.
11. Information from the Department of Forestry and Fire Protection on maintenance of defensible
space around residential structures.
12. Information and/or drawings identifying the location of grab bar reinforcements.
4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a
building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the
depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,
corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving
plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final
completion, certificate of occupancy, or final permit approval by the local building department. See Civil
Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank-type Toilets.
Note : The effective flush volume of dual flush toilets is defined as the composite, average flush volume
of two reduced flushes and one full flush.
4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.
The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
4.303.1.3 Showerheads.
4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
4.303.1.3.2 Multiple showerheads serving one shower . When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by
a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only
allow one shower outlet to be in operation at a time.
Note : A hand-held shower shall be considered a showerhead.
4.303.1.4 Faucets.
4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall
not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
not be less than 0.8 gallons per minute at 20 psi.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory
faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
buildings shall not exceed 0.5 gallons per minute at 60 psi.
4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver
more than 0.2 gallons per cycle.
4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons
per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at 60 psi.
Note : Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations , Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations , Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code .
4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in
accordance with the California Plumbing Code , and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code .
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI
LAVATORY FAUCETS IN COMMON & PUBLIC USE
AREAS 0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS . Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are
available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A
CONVENIENCE FOR THE USER.
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar
pervious material used to collect or channel drainage or runoff water.
WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials
such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also
used for perimeter and inlet controls.
4.106 SITE DEVELOPMENT
4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation
and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes,
management of storm water drainage and erosion controls shall comply with this section.
4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less
than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre
or more, shall manage storm water drainage during construction. In order to manage storm water drainage
during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent
property, prevent erosion and retain soil runoff on the site.
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales
2. Water collection and disposal systems
3. French drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater
recharge.
Exception : Additions and alterations not altering the drainage path.
4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections
4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply
equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625 .
Exceptions:
1. On a case-by-case basis, where the local enforcing agency has determined EV charging and
infrastructure are not feasible based upon one or more of the following conditions:
1.1 Where there is no local utility power supply or the local utility is unable to supply adequate
power.
1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
4.106.4, may adversely impact the construction cost of the project.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each
dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code .
4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination
location shall be permanently and visibly marked as "EV CAPABLE".
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to
additions or alterations of existing residential buildings where the addition or alteration increases the
building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
specific area of the addition or alteration.
The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking
facilities or the addition of new parking facilities serving existing multifamily buildings. See Section
4.106.4.3 for application.
Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing
lighting fixtures are not considered alterations for the purpose of this section.
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or
improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.
Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of
individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
buildings, or both. Individual sections will be designated by banners to indicate where the section applies
specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
high-rise buildings, no banner will be used.
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CAL Green, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.
When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the
requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest
whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging
space shall count as at least one standard automobile parking space only for the purpose of complying with any
applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2
for further details.
4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less
than 20 sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exceptions:
1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number
of EV capable spaces.
2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable
spaces, the number of EV capable spaces required may be reduced by a number equal to the number of
EV chargers installed.
Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating
future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready . Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more
sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable . Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of
parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be
reduced by a number equal to the number of EV chargers installed over the five (5) percent required.
Notes:
a.Construction documents shall show locations of future EV spaces.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.
Where common use parking is provided, at least one EV charger shall be located in the common use parking
area and shall be available for use by all residents or guests.
When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required,
an automatic load management system (ALMS) may be used to reduce the maximum required electrical
capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers
shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS)
served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall
have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical
capacity to the required EV capable spaces.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.
Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels
shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable
requirements.
4.106.4.2.2.1.1 Location.
EVCS shall comply with at least one of the following options:
1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of
the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.
2.The charging space shall be located on an accessible route, as defined in the California Building Code,
Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the California
Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section
4.106.4.2.2.1.2, Item 3.
4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.
The charging spaces shall be designed to comply with the following:
1.The minimum length of each EV space shall be 18 feet (5486 mm).
2.The minimum width of each EV space shall be 9 feet (2743 mm).
3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum
aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is
12 feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083
percent slope) in any direction.
4.106.4.2.2.1.3 Accessible EV spaces.
In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall
comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready
spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section
1109A.
4.106.4.2.3 EV space requirements.
1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch
circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall
originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close
proximity to the location or the proposed location of the EV space. Construction documents shall identify the
raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall
have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device
installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space, at the time of original
construction in accordance with the California Electrical Code.
2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the
location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide
information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and
electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required
raceways and related components that are planned to be installed underground, enclosed, inaccessible or in
concealed areas and spaces shall be installed at the time of original construction.
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door
cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and
medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,
structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated
wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section
93120.1.
DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for
combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will
continue to adopt mandatory standards.
DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR
AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space at the time of original
construction in accordance with the California Electrical Code.
4.106.4.2.4 Identification.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for
future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
4.106.4.2.5 Electric Vehicle Ready Space Signage .
Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans
Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its
successor(s).
4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing
multifamily buildings.
When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or
altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or
altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.
Notes:
1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future
EV charging.
2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.
G3.0
MA
N
D
A
T
O
R
Y
ME
A
S
U
R
E
S
P
A
R
T
1
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundredths of a gram (g O ³/g ROC).
Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700
and 94701.
MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings
with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
4.503 FIREPLACES
4.503.1 GENERAL . Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed
woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as
applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,
pellet stoves and fireplaces shall also comply with applicable local ordinances.
4.504 POLLUTANT CONTROL
4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final
startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component
openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to
reduce the amount of water, dust or debris which may enter the system.
4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.
4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the
requirements of the following standards unless more stringent local or regional air pollution or air quality
management district rules apply:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks
shall comply with local or regional air pollution control or air quality management district rules where
applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
tricloroethylene), except for aerosol products, as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations , Title 17,
commencing with section 94507.
4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits
apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories
listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources
Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in
Table 4.504.3 shall apply.
4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR
Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of
Regulations , Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air
Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation
8, Rule 49.
4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the
enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification.
2. Field verification of on-site product containers.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall
employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with
this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the
particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a
recognized state, national or international association, as determined by the local agency. The area of certification
shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not
limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other
methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific
documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in
the appropriate section or identified applicable checklist.
4.505 INTERIOR MOISTURE CONTROL
4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code .
4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by
California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the
California Residential Code, Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the
following:
1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with
a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,
shrinkage, and curling, shall be used. For additional information, see American Concrete Institute,
ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage
shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent
moisture content. Moisture content shall be verified in compliance with the following:
1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent
moisture verification methods may be approved by the enforcing agency and shall satisfy requirements
found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end
of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with documentation
acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying
recommendations prior to enclosure.
4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the
following:
1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a
humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or
equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of
adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be
integral (i.e., built-in)
Notes:
1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or
tub/shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.
4.507 ENVIRONMENTAL COMFORT
4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be
sized, designed and have their equipment selected using the following methods:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential
Load Calculation), ASHRAE handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems),
ASHRAE handbooks or other equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential
Equipment Selection), or other equivalent design software or methods.
Exception: Use of alternate design temperatures necessary to ensure the system functions are
acceptable.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE
ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT RULE 1168.
TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)
SEALANTS VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE
CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR
COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR
ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17,
SECTIONS 93120 THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF
5/16" (8 MM).
TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT
COMPOUNDS
COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NON-FLAT COATINGS 100
NONFLAT-HIGH GLOSS COATINGS 150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT
COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE
LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE
CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED
CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM
THE AIR RESOURCES BOARD.
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California
Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions
from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for
California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the
California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017
(Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.
4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving
resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the
Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"
Version 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.),
by or before the dates specified in those sections, as shown in Table 4.504.5
4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested
by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered
Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA
0121, CSA 0151, CSA 0153 and CSA 0325 standards.
5. Other methods acceptable to the enforcing agency.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
G3.1
MA
N
D
A
T
O
R
Y
ME
A
S
U
R
E
S
P
A
R
T
2
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
T24-1
TI
T
L
E
2
4
P
A
R
T
1
GA
R
A
G
E
T
O
A
D
U
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
T24-2
TI
T
L
E
2
4
P
A
R
T
2
GA
R
A
G
E
T
O
A
D
U
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
T24-3
TI
T
L
E
2
4
P
A
R
T
1
MA
I
N
H
O
U
S
E
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
T24-4
TI
T
L
E
2
4
P
A
R
T
2
MA
I
N
H
O
U
S
E
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
06-07-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
AD
D
R
E
S
S
OW
N
E
R
PR
O
J
E
C
T
MA
R
C
O
G
U
T
I
E
R
R
E
Z
C.M
1. MECHANICAL VENTILATION CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR IN BATHROOMS
CONTAINING TUBS OR SHOWERS, AND SIMILAR ROOMS, IF REQUIRED FANS ARE NOT
ACCEPTABLE IN ROOMS CONTAINING TUBS OR SHOWERS). THE POINT OF DISCHARGE SHALL BE
AT LEAST 3-FEET FROM ANY OPENING.
2. DOORS AND WINDOWS SHALL BE FULLY WEATHERS TRIPPED.
3. OPENINGS SHALL BE CAULKED AND SEALED, I.E., AROUND JOINTS IN WINDOWS, WALL SOLE
PLATES, OPENINGS FOR UTILITY PIPING, AND WIRING, ETC.
4. PROVIDE A THERMOSTAT THAT HAS AUTOMATIC SETBACK CAPABILITY FOR TWO PERIODS
DURING 24 HOURS.
5. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES.
6. DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE.
CARBON MONOXIDE ALARM REQUIREMENTS:
A) AN APPROVED CARBON MONOXIDE SHALL BE INSTALLED FOR NEW CONSTRUCTION AND
ALTERATION REQUIRING PERMIT EXCEEDING $1000. CRC R315.1, R315.2
B) CARBON MONOXIDE DETECTORS SHALL BE "HARD WIRED" AND SHALL BE EQUIPPED WITH
BATTERY BACKUP. CRC R315.1.1.
C) CO ALARMS SHALL BE LISTED FOR COMPLIANCE WITH UL 2034, UL 2075, AND/OR NFPA 720.
CRC R315.3
D)CO ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING
E)CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF
ONE ALARM WILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL DWELLING UNIT. CRC R315.1.2.
F)IN EXISTING DWELLING UNIT A CO ALARM IS PERMITTED TO BE BATTERY OPERATED WHERE
REPAIR OR ALTERATION DO NOT RESULT IN THE REMOVAL OF WALL OR CEILING FINISHES OR
THERE IS NO ACCESS BY MEANS OF ATTIC, BASEMENT OR CRAWL SPACE. CRC R315.1.1
EXCEPTIONS 2
7. HARDWIRED SMOKE DETECTOR WITH A BATTERY BACK UP IN EACH SLEEPING ROOM AND AT A
POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SLEEPING
AREA: A DETECTOR SHALL BE LOCATED AT EACH STORY AND BASEMENT, ON THE UPPER LEVEL
OF SPLIT LEVEL STORIES AND BOTH LEVELS IF SLEEPING AREA IS ON LOW LEVEL. WHERE THE
CEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING BEDROOMS EXCEEDS THAT OF
THE HALLWAY BY 24-INCHES OR MORE, DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND
NEAR THE HIGH POINT OF THE ADJOINING ROOM. (BATTERY OPERATED SMOKE DETECTOR
PERMITTED IN EXISTING CONSTRUCTION ONLY).
2a. SMOKE DETECTOR SHALL SOUND AND ALARM AUDIBLE IN ALL SLEEPING AREAS.
2b. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTIVATION OF ONE ALARM
ACTIVATES ALL OF THE ALARMS. (CBC 907.2.10.3)
8. IN ALL DWELLINGS PROVIDED W/ 110 vt 15 OR 20 AMP OUTLETS TO BE ARC-FAULT INTERRUPTERS
ARC FAULT REQD. IN ALL BRANCH CIRCUITS EXCEPT KITCHEN, BATHROOM, LAUNDRY
2013 CEC 210.12 (B)
9. IF ELECTRICAL PANEL TO BE UPGRADE PROVIDE NEW 1/2" X 20' LONG REBAR FOR UFER GROUND
BONDED TO COLD WATER PIPE.
10. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT SINGLE PHASE 15 & 20 AMP RECEPTACLE
OUTLETS INSTALLED IN DWELLING SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT
INTERRUPTERS NEC SECTION 210-120(B)
11. FIRST SWITCH TO THE ENTRANCE OF BATHROOM(S) AN OR KITCHEN SHALL BE A FLUORESCENT
FIXTURE IN TYPE OR WITH BALLAST.
12. FLUORESCENT LIGHT RATED AT NOT LESS THAN 40 LUMENS PER WATT FOR GENERAL LIGHTING
IN KITCHENS AND IN BATHROOMS WITH TUB OR SHOWER PER TITLE 24 SECTION 150(K) 1 TO 4
(SEE EXCEPTIONS).
13. LUMINARIES RECESSED IN INSULATED CEILING MUST BE RATED FOR DIRECT INSULATION
CONTAC (IC), CERTIFIED AS AIRTIGHT CONSTRUCTION AND MUST HAVE HASSLED GASKET OR
CAULKING BETWEEN THE HOUSING AND CEILING
14. IN DWELLING UNITS, A WALL RECEPTACLE OUTLET SHALL BE INSTALLED IN THE BATHROOM
WITHIN 36" OF EACH BASIN LOCATION.
15. PROVIDE TAMPER RESISTANT RECEPTACLES 2013 CEC 406.12
16. SMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED TO BE INTERCONNECTED SUCH
THAT ACTIVATION OF ONE ALARM WILL RESULT IN THE ACTIVATION OF ALL ALARMS WITHIN THE
DWELLING UNIT (CRC R314.4 AND R315.5)
WALL SWITCH SINGLE POLE :
WALL POLE SWITCHS
3S WALL SWITCH 3-WAY
DS WALL SWITCH W/DIMMER
DUPLEX 110 V RECEPTACLE OUTLET
ARC FAULT CIRCUIT INTERUPTERAFCI
FLUORESCENT LIGHTF
RECESSED LIGHT FIXTURE
LIGHT SYMBOLS:
SMOKE DETECTORS:
CEILING MOUNTED
HARDWIRED W/ BATTERY BACK-UP
(SEE NOTE 7)
SD/HW
EXHAUST FANS:
EXHAUST FAN
C O CARBON MONOXIDE DETECTOR
WEATHERPROOF SWITCH SINGLE POLEWPS
WEATHERPROF DUPLEXWP
GFCI
WALL HUNG LIGHT FIXTUREF
MS WALL SWITCH SENSOR WITH PHOTO
GROUND FAULT INTERRUPTER
(1) 20 AMP. DEDICATED OWN CIR. BREAKER
RECESSED CAN LIGHT FIXTURE (FLUORESCENT).
SPECIALTY LIGHT (IE STRIP LIGHTING
OVER VANITY).
2-TUBE X 4'-0" FLUORESCENT SURFACE
LIGHT FIXTURE.
PROVIDE J-BOX.
PUSH BUTTON.
vs VACANCY SENSOR LIGHTING 150 (K) 2J CEnC
FUTURE 240V
EV CHARGING
F FAN WITH FLUORESCENT LIGHT
220 V EV CHARGING BOX
40 A ELECTRIC VEHICLE CHARGING
2022 RESIDENTIAL LIGHTING STANDARDS
THE FOLLOWING IS SUMMARY FOR LOW-RISE RESIDENTIAL BUILDING LIGHTING REQUIREMENTS
FROM 2019 BUILDING
ENERGY EFFICIENCY STANDARDS SECTION 150.0(K) EFFECTIVE ON 2022(SEE
WWW.ENERGY.CA.GOV/TITLE24 FOR MORE DETAILS).
HABITABLE SPACES
(LIVING ROOMS, DINING ROOMS, KITCHENS, AND BEDROOMS)
SHALL BE HIGH EFFICACY AND SHALL HAVE READILY ACCESSIBLE WALL-MOUNTED DIMMING
CONTROLS.
EXCEPTIONS:
·CEILING FANS MAY PROVIDE CONTROL OF INTEGRATED LIGHTING VIA REMOTE CONTROL.
BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS AND WALK-IN CLOSETS
ALL LIGHTING SHALL BE HIGH EFFICACY. EACH ROOM MUST HAVE AT LEAST 1 LUMINAIRE IS
CONTROLLED BY EITHER AN OCCUPANCY OR VACANCY SENSOR PROVIDING AUTOMATIC-OFF
FUNCTIONALITY. EXHAUST FANS SHALL BE CONTROLLED SEPARATELY FROM LIGHTING
SYSTEMS OR UTILIZE A DEVICE WHERE LIGHTING CAN BE TURN OFF WHILE THE FAN IS RUNNING.
NAVIGATION LIGHTING (NIGHT LIGHTS, STEP LIGHTS, AND PATH LIGHTS)
SHALL BE HIGH EFFICACY EXCEPT IF LESS THAN 5 WATTS.
CABINET LIGHTING
(DRAWERS, CABINETS, AND LINEN CLOSETS)
ALL LIGHTING SHALL BE HIGH EFFICACY EXCEPT LIGHTING INTERNAL TO DRAWERS, CABINETRY
AND LINEN CLOSETS WITH AN EFFICACY OF ≥ 45 LUMENS PER WATT. LIGHTING INTERNAL TO
DRAWERS AND CABINETRY WITH OPAQUE FRONTS OR DOORS SHALL HAVE CONTROLS THAT
TURN THE LIGHTS OFF WHEN THE DRAWER OR DOOR IS CLOSED.
INTEGRATED DEVICE LIGHTING
LIGHTING INTEGRAL TO EXHAUST FANS, KITCHEN RANGE HOODS, BATH VANITY MIRRORS AND
GARAGE DOOR OPENER ARE EXEMPT FROM HIGH EFFICACY REQUIREMENTS.
RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS
§SHALL BE HIGH EFFICACY, LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IC),
LABELED AS AIRTIGHT (AT), SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND
CEILING, ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY
ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE
CUTTING OF HOLES IN THE CEILING, SHALL NOT CONTAIN SCREW BASE SOCKETS (E26),
COMPLY WITH JA8 ELEVATED TEMPERATURE REQUIREMENTS FOR ENCLOSED OR RECESSED
LUMINAIRES.
§FOR ALTERATIONS OF EXISTING CEILING-RECESSED LUMINAIRE WITH SCREW-BASED SOCKET
MUST USE NEW JA8-COMPLIANCE TRIM KITS OR LAMPS DESIGNED FOR USE WITH RECESSED
DOWN-LIGHTS OR LUMINAIRES.
BLANK ELECTRICAL BOXES
THE NUMBER OF ELECTRICAL BOXES THAT ARE MORE THAN 5 FEET ABOVE THE FINISH FLOOR
AND DO NOT CONTAIN A LUMINAIRE OR OTHER DEVICE SHALL BE NO GREATER THAN THE
NUMBER OF BEDROOMS. THESE ELECTRICAL BOXES MUST BE SERVED BY A DIMMER, VACANCY
SENSOR CONTROL, LOW VOLTAGE WIRING OR FAN SPEED CONTROL.
INDEPENDENT CONTROLS
§INTEGRATED LIGHTING OF EXHAUST FANS SHALL BE CONTROLLED INDEPENDENTLY FROM
THE FANS.
§THE FOLLOWING SHALL BE CONTROLLED SEPARATELY FROM CEILING-INSTALLED LIGHTING:
UNDER CABINET LIGHTING, UNDERSHELF LIGHTING, INTERIOR LIGHTING OF DISPLAY
CABINETS, AND SWITCHED OUTLETS.
OUTDOOR LIGHTING
ALL PERMANENTLY INSTALLED OUTDOOR LIGHTING SHALL BE HIGH EFFICACY AND MUST BE
CONTROLLED BY A MANUAL ON AND OFF SWITCH AND USE ONE OF THESE AUTOMATIC
CONTROL TYPES:
§PHOTOCELL AND MOTION SENSOR, OR
§PHOTOCELL AND AUTOMATIC TIME SWITCH CONTROL, OR
§ASTRONOMICAL TIME CLOCK THAT AUTOMATICALLY TURN OUTDOOR LIGHTING OFF DURING
DAYLIGHT HOURS, OR
ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) THAT PROVIDES THE FUNCTIONALITY OF AN
ASTRONOMICAL TIME CLOCK. EMCS DOES NOT HAVE AN OVERRIDE OR BYPASS THAT
ALLOWS THE LUMINARIES TO BE ALWAYS ON AND IS PROGRAMMED TO AUTOMATICALLY
TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS.
MOTION
(SENSOR
W/ PHOTO)
CONTROL
*WP
WEATHER-PROOF
GFI/WP
$$
3
3
$$3
3
AFCI
AFCI
AFCI
AFCI
$
$
3
3
$$
3
3
AFCI
$
$
AFCI
AFCI
GFI
GFI
GFI
GFI GFI
GFI
GFI
$
$$
GFI
$
M
$
M
VS
GFI
$
$
$
GFI GFI
$
GFI
GFI
GFI
D
D
AFCI
*WP
WEATHER-PROOF
GFI/WP
*WP
GFI/WP
VENT
PROVIDE CLOTHES
DRYER MOISTURE
EXHAUST DUCT.
(MIN 4" DIA. TO THE
OUTSIDE & EQUIP. W/
A BACK DRAFT
DAMPER. EXHAUST
DUCT LENGTH IS
LIMITED TO 14' W/
(2) ELBOWS
50
C
F
M
280 CFM
REF
W/H
50 CFM
W/D
50 CFM
50
C
F
M
100 CFM
50 CFM
SD/HW
C O
SD/HW
SD/HW
SD/HW
C O
C O
CO
N
D
E
N
S
E
R
EL
E
C
.
DN
12
UP
2
1
AFCI
AFCI
AFCI
AFCI
VS
GREE SAPPHIRE 12000
BTU 1-TON DUCTLESS
MINI SPLIT
ATTIC
ACCESS
30x30
MI
N
I
S
P
L
I
T
(N) SUB PANEL
ELECTRIC
100 AMP
50
C
F
M
REF
50 CFM
50
C
F
M
100 CFM
50 CFM
SD/HW
C O
SD/HW
SD/HW
SD/HW
C O
C O
W/H
CO
N
D
E
N
S
E
R
EL
E
C
.
PAD FOR
COMPRESSOR SHALL
BE A MIN. OF 3" ABOVE
THE GRADE
(N) TANKLESS WATER
HEATER 6.6 GPM
160000 BTU 120 VOLT
RES. NATURAL GAS
FOR OUTDOOR INSTAL.
IN THE NEW ADU MUST
BE FLUSHED WITHIN
THE WALL
280 CFM
50 CFM
3/8"=1'-0"
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
11-06-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
OW
N
E
R
PR
O
J
E
C
T
J.D
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
MA
R
C
O
G
U
T
I
E
R
R
E
Z
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
AD
D
R
E
S
S
E1.0
ELECTRICAL & MECHANICAL NOTES
ELECTRICAL SYMBOLS
2022 RESIDENTIAL LIGHTING STANDARDS
SC
H
E
M
A
T
I
C
EL
E
C
T
R
I
C
A
L
PL
A
N
SCALE: 3/8"=1'-0" 1SCHEMATIC ELECTRICAL PLAN ADU
2
PIPING MATERIAL NOTES:
1. WATER PIPE AND FITTINGS: USE TYPE "M' COPPER TUBING OR GALVANIZED
STEEL WATER PIPING FROM INSTALLATIONS ABOVE THE FLOOR AND FOR
OUTDOOR, IN GROUND LOCATIONS. FOR JOINT LESS INSTALLATIONS UNDER A
SLAB FLOOR, TYPE "L" COPPER MAY BE USED. APPROVED CPVC, PE OR PVC
WATER PIPE MAY BE USED UNDERGROUND, OUTSIDE THE BUILDING. CPVC AND
PEX WATER PIPE MAY BE USED WITHIN A BUILDING. INSTALL A FULL WAY VALVE
TO CONTROL ALL WATER OUTLETS ON THE DISCHARGE SIDE OF THE METER OR
AT THE BUILDING ON UNMETERED SYSTEMS. USE PIPE MAY BE INSTALLED
PROVIDED IT WAS PREVIOUSLY USED ONLY FROM WATER PIPING.
2. GAS PIPE AND FITTINGS: APPROVED PLASTIC POLYETHYLENE (PE) NATURAL
AND LIQUEFIED PETROLEUM GAS (LPG) YARD PIPING AND FITTINGS MAY BE
INSTALLED IN EXTERIOR UNDERGROUND LOCATIONS. FOR OTHER LOCATIONS
USE STANDARD WEIGHT IRON, STEEL,OR BRASS, OF IRON PIPE SIZE. THE USE OF
CORRUGATED STAINLESS STEEL TUBING REQUIRES
PLANS AND PRIOR APPROVAL.
3. SOIL AND WASTE LINES: USUALLY HAVE A FALL OF 14" TO THE FOOT. CAST IRON,
ABS-DWV, OR PVC-DWV ARE USE UNDER STRUCTURES. ABS-DWV, OR PVC-DWV
PLASTICARE LIMITED TO THREE STORIES. ABS AND PVC ARE NOT TO BE
EXPOSED ON THE OUTSIDE OF A BUILDING, EXCEPT FOR VENTS PROJECTING
THROUGH THE ROOF. SUCH VENTS ARE BE PAINTED WITH VINYL PAINT.
4. SHOWERS AND TUB-SHOWER COMBINATIONS IN BUILDINGS SHALL BE
PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE,
THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC
MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION.
THESE VALVES SHALL CONFORM TO ASSE 1016, “STANDARD FOR AUTOMATIC
COMPENSATING VALVES FOR INDIVIDUAL SHOWERS AND TUB-SHOWER
COMBINATIONS”, OR ASME A112.18.1/CSA B125.1,” STANDARD FOR PLUMBING
SUPPLY FITTINGS”. HANDLE POSITION STOPS SHALL BE PROVIDED ON SUCH
VALVES AND SHALL BE ADJUSTED PER THE MANUFACTURER'S INSTRUCTIONS
TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120 DEGREES. THE WATER
HEATER THERMOSTAT SHALL NOT BE CONSIDERED A SUITABLE CONTROL FOR
MEETING THIS PROVISION.
5.PROVIDE AN APPROVED THERMAL EXPANSION TANK AT THE WATER HEATER.
6.PROVIDE A TEMPERATURE & PRESSURE RELIEF VALVE ON THE WATER
HEATER. THE VALVE SHALL DISCHARGE TO AN APPROVED LOCATION.
7.PLUMBING MATERIALS & SIZES:
HOT/COLD WATER - RIGID COPPER SOLDERING PIPES W/ DIA: 1-1/4", 1", 3/4", 1/2".
3/4" C
3/4" C&H
3/4" H&C
3/4" C&H
ANTI-SIPHON
DEVICE
TYP.
H.
B
.
3/4" H&C
3/4"C
3/4" H&C
3/4" C&H*UNDGND
LINES.
COLD WATER
FROM MAIN HOUSE
HOT WATER
(E) RELOCATE
WATER HEATER
EX
I
S
T
I
N
G
C
O
L
D
W
A
T
E
R
FR
O
M
C
I
T
Y
C
O
N
N
E
C
T
I
O
N
*U
N
D
G
N
D
LI
N
E
S
.
1"C
3/4" C&H
3/4" C&H
(N) GAS POINT
CONNECTION FOR ADU
(E) GAS
METER
50
C
F
M
280 CFM
REF
W/H
50 CFM
W/D
100 CFM
50 CFM
SD/HW
C O
SD/HW
SD/HW
C O
C O
CO
N
D
E
N
S
E
R
EL
E
C
.
DN
12
2
1
*UNDGND
LINES.
WATER DISTRIBUTION SYSTEM
FIXTURE SUPPLY FLOW RATE
(GALLONS PER CAPITA PER DAY)
QTY
BATHTUB
DISHWASHER
SHOWER
LAVATORY
TOILET
CLOTHES WASHER
TOTAL
(GALLONS PER
CAPITA PER DAY)
1.2
1
11.6
10.9
18.5
15
KITCHEN SINK 37.5
2
1
1
3
2
1
1
2.4
1
11.6
32.7
37
15
37.5
137.50
F.G.
3/4" GAS
NE
W
T
O
G
A
S
LI
N
E
1" GAS
3/4" GAS
F.G.
F.G.
F.G.
3/4" GAS
(E) TO MAIN HOUSE
3/4" GAS 3/4" GAS
(N) GAS POINT
CONNECTION FOR ADU
50
C
F
M
280 CFM
REF
W/H
50 CFM
W/D
100 CFM
50 CFM
SD/HW
C O
SD/HW
SD/HW
C O
C O
CO
N
D
E
N
S
E
R
EL
E
C
.
DN
12
1
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
11-06-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
OW
N
E
R
PR
O
J
E
C
T
J.D
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
MA
R
C
O
G
U
T
I
E
R
R
E
Z
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
AD
D
R
E
S
S
P1.0
PLUMBING NOTES
3/8"=1'-0"
P
L
U
M
B
I
N
G
&
GA
S
P
L
A
N
WATER SUPPLY DETAIL
SCALE: 3/8"=1'-0" 2GAS PLAN ADUPLUMBING PLAN ADU SCALE: 3/8"=1'-0" 1
LEGALIZED
EXISTING A.C.
66.01' PROPERTY LINE
(E) SINGLE
FAMILY HOUSE
1,084 S.F.
(E) PORCH
27.89 S.F.
91
.
6
6
'
P
R
O
P
E
R
T
Y
L
I
N
E
92
.
7
8
'
P
R
O
P
E
R
T
Y
L
I
N
E
EXISTING WOOD
FENCE
EXISTING WOOD
FENCE
BACK YARD
W. CAMDEN PL.
EXISTING
DRIVEWAY
SIDE YARD
SIDE YARD
66.00' PROPERTY LINE
EXISTING WALL
GAS
METER
FRONT YARD
ELEC.
(E) ELEC. PANEL
200 AMP.
2%
2%2%
2%
2%
2%
2%2%
2%
FRONT YARD
EXISTING
DRIVEWAY
443.88 S.F.
(N)GARAGE
CONVERTED
TO ADU
66.65 S.F.
(N) PORCH
9.33 S.F.
(E)GARAGE
CONVERTED
TO LAUNDRY
(E) BLOCK WALL
BETWEEN PROPERTIES
6'0" HEIGHT
W
W
W
W
W
W
W
W
W
W
W
W
4"
T
O
E
X
I
S
T
I
N
G
S
E
W
E
R
HATCH LEGEND
PROPOSED THE NEW ADU
GRASS
CONCRETE
1" GAS LINE
ELECTRICAL LINE
4" SEWER LINE
W W
1" WATER METER
1" WATER LINE
ELEC.
GAS METER
ELECTRICAL SUBPANEL
TANKLESS
THANKLESS WATER HEATER
6.6 GPM 160,000 BTU'S
120 VOLT RES. NATURAL
GAS FOR OUTDOOR INSTAL.
IN THE NEW ADU MUST
BE FLUSHED WITHIN THE WALL
1
G M
EXISTING GAS
REGULATOR.
EXISTING GAS
METER.
POINT CONNECTION
TO MAIN HOUSE
30
"
POINT CONNECTION
TO ADU
6"
4"
WATER SUB METER DETAIL 2
SUBMETER POINT
CONNECTION
TO MAIN HOUSE
SUBMETER POINT
CONNECTION
TO ADU
TO EXISTING WATER
METER
CONNECTION
TO ADU
WATER
CONSUMPION
WATER
CONSUMPION
SEISMIC GAS
SHUT OFF VALVE
GAS METER DETAIL 1
GAS
2
3
4
5
6
7
1
APPROVED METHODS OF SUPPORT AND INSTALLATION
IRON TIE
WIRE
1
2" PVC 3"
SECTION A-AOPTIONAL METHOD
OF SUPPORT
CA
N
V
A
R
Y
D
E
P
E
N
D
I
N
G
O
N
T
Y
P
E
O
F
CO
N
S
T
R
U
C
T
I
O
N
BOTTOM PLAT OF
WALL
SE
E
N
O
T
E
<8
"
M
A
X
.
>
MINIMUM 4
SUPPORTS
EQUALLY SPACED
SEE NOTE 2
#4 BAR.A
3"
M
I
N
/
M
A
X
<17'-0" MINIMUM>A
< 1
2" PVC>< 1
2" PVC>< 1
2" PVC>
12" MAX.
UNDERGROUND SERVICE CONDUIT DETAIL
TO MAIN HOUSE
(E) ELECTRICAL
MASTER METER
PANEL
3'
-
6
"
EXISTING
ELECTRICAL LINE
POINT OF
CONNECTION
FRONT VIEW
(E) ELECTRICAL
METER
PANEL 200 AMP
(N) SUBMETER
100 AMP
ADU
ELECTRICAL SUB METER DETAIL 3
1
2
(E) 1" WATER METER
W
3
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
6
(N) GAS POINT
CONNECTION FOR ADU
EL
E
C
.
(N) SUB-PANEL
ELECTRIC 100AMP
4
(N)TO EXISTING
1" GAS
EC
3
EC
3
EC
3
EC3 EC3 EC3
5
7
POINT CONNECTION
7
7
3
UT-1
1
UT-1
PRIVATELY-
MAIN HOUSE WATER
SUBMETER WS
M
WS
M
PRIVATELY-ADU
WATER
SUBMETER
2
UT-1
CO
N
D
E
N
S
E
R
PAD FOR
COMPRESSOR SHALL
BE A MIN. OF 3" ABOVE
THE GRADE
(N) TANKLESS WATER
HEATER 6.6 GPM
160000 BTU 120 VOLT
RES. NATURAL GAS
FOR OUTDOOR INSTAL.
IN THE NEW ADU MUST
BE FLUSHED WITHIN
THE WALL
1/8"=1'-0"
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
11-06-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
OW
N
E
R
PR
O
J
E
C
T
J.D
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
MA
R
C
O
G
U
T
I
E
R
R
E
Z
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
AD
D
R
E
S
S
U1.0
UT
I
L
I
T
I
E
S
PL
A
N
PLUMBING:
1.PROVIDE ANTI-SIPHON VALVE AT MAIN-WATER HOSE BIB
AND SHUT-OFF AT EXTERIOR OF DWELLING.
2.PROVIDE PRESSURE REGULATOR AT SHOWER TUB.
3.12"X12" MIN. TUB ACCESS SHALL BE READILY ACCESSIBLE.
4.HVAC EQUIPMENT WATER HEATER AND SHOWERHEADS
AND FAUCETS TO BE CERTIFIED BY CEC.
5.PROVIDE PRESSURE RELIEF VALVE AT WATER HEATER
WITH DRAIN TO OUTSIDE.
6.PROVIDE SEISMIC STRAP AT WATER HEATER.
7.ALL TOILETS TO BE 1.6 GALLONS PER FLUSH.
8.CAULK ALL JOINTS WHERE PLUMBING FIXTURES CONTACT
FLOOR OR WALLS
PLUMBING MATERIALS & SIZES:
WASTER - ABS (dwv) NSF RATING W/ DIA: 4", 3", 2", 1 1/2".
HOT/COLD WATER - RIGID COPPER SOLDERING PIPES
W/ DIA: 1 1/4", 1", 3/4", 1/2".
GAS - BLACK IRON GAS PIPES W/ DIA. : 1 1/4", 1", 3/4"
2"Ø
3"Ø 3"Ø
2 %
3"Ø
3"Ø
2"Ø
2"Ø
1 1/2" VTR
1 1/2" VTR
1 1/2" VTR
3"Ø
2" VTR
1 1/2" VTR
2 %
2 %
2 %2 %
2 %
2 %
2 %
4"
C
O
T
G
4" W CONNECT
TO CITY SEWER.
4"Ø
B
4"
W
B
.
G
.
,
S
L
O
P
E
2
%
M
I
N
.
TO
E
X
I
S
T
I
N
G
S
E
W
E
R
L
I
N
E
1 1/2" VTR
POINT CONNECTION
1 1/2" VTR
2 %
2 %
2 %
3"Ø
2"Ø
2"Ø
50
C
F
M
280 CFM
REF
W/H
50 CFM
W/D
100 CFM
50 CFM
SD/HW
C O
SD/HW
SD/HW
C O
C O
CO
N
D
E
N
S
E
R
EL
E
C
.
DN
12
2
1
DE
S
I
G
N
E
R
:
TH
E
S
E
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
A
N
D
C
O
P
Y
R
I
G
H
T
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
A
N
D
S
H
A
L
L
N
O
T
B
E
U
S
E
D
O
N
A
N
Y
O
T
H
E
R
W
O
R
K
E
X
C
E
P
T
B
Y
A
G
R
E
E
M
E
N
T
W
I
T
H
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
.
W
R
I
T
T
E
N
D
I
M
E
N
S
I
O
N
S
S
H
A
L
L
TA
K
E
R
E
F
E
R
E
N
C
E
O
V
E
R
S
C
A
L
E
D
D
I
M
E
N
S
I
O
N
S
A
N
D
S
H
A
L
L
B
E
V
E
R
I
F
I
E
D
O
N
T
H
E
J
O
B
S
I
T
E
,
A
N
Y
D
I
S
C
R
E
P
A
N
C
Y
S
H
A
L
L
B
E
B
R
O
U
G
H
T
T
O
T
H
E
N
O
T
I
C
E
O
F
Z
A
H
A
A
R
C
H
D
E
S
I
G
N
P
R
I
O
R
T
O
T
H
E
C
O
M
M
E
N
C
E
M
E
N
T
O
F
A
N
Y
W
O
R
K
DRAWN
CHECKED
R.H
DATE
11-06-2024
SCALE
JOB NO.
24-031
SHEET
OF SHEETS
90
9
-
2
4
6
-
1
2
0
4
25
5
N
D
S
T
.
S
U
I
T
E
4
0
1
L
,
SA
N
B
E
R
N
A
R
D
I
N
O
,
C
A
9
2
4
0
1
AR
C
H
D
E
S
I
G
N
ZA
H
A
A
R
C
H
D
E
S
I
G
N
1
@
G
M
A
I
L
.
C
O
M
OW
N
E
R
PR
O
J
E
C
T
J.D
GA
R
A
G
E
C
O
N
V
E
R
S
I
O
N
T
O
A
D
U
MA
R
C
O
G
U
T
I
E
R
R
E
Z
25
2
2
W
e
s
t
C
a
m
d
e
n
P
l
a
c
e
,
U
n
i
t
#
2
Sa
n
t
a
A
n
a
,
C
A
9
2
7
0
4
AD
D
R
E
S
S
WASTE AND VENT NOTES
WA
S
T
E
&
V
E
N
T
PL
A
N
W1.0
SCALE: 3/8"=1'-0" 1WASTE & VENT PLAN ADU
3/8"=1'-0"
SANTA ANA CITY COUNCIL
Mayor
vamezcua@santa-ana.org
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Ward 2
bvazquez@santa-ana.org
Ward 3
jessielopez@santa-ana.org
Ward 4
pbacerra@santa-ana.org
Ward 5
jryanhernandez@santa-ana.org
Ward 6
dpenaloza@santa-ana.org
MAYOR
Valerie Amezcua
MAYOR PRO TEM
Thai Viet Phan
COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
Jessie Lopez
David Penaloza
Benjamin Vazquez
CITY OF SANTA ANA
Planning and Building Agency
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org
ACTING CITY MANAGER
Alvaro Nuñez
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
October 22, 2024
Also sent via email to zahaarchdesign1@gmail.com
Marco A. Gutierrez
2522 W. Camden Place
Santa Ana, CA 92704
SUBJECT: ADDRESS ASSIGNMENT FOR 2522 West Camden Place (APN: 408-094-34), SANTA
ANA, CA 92704
Dear Mr. Morales,
The City of Santa Ana Planning and Building Agency is the responsible agency for legal addressing within
the City of Santa Ana’s jurisdiction. This letter confirms the addresses for the existing single-family
residence (SFR) and new attached garage conversion Accessory Dwelling Unit (ADU) located at 2522
West Camden Place (APN: 408-094-34), Santa Ana, CA 92704. Notice is hereby given that the following
assigned building and unit addresses shall be posted onsite per the approved address plan, attached
hereto as Exhibit A:
Addresses to be Activated/Posted
existing
To subdivide tenant spaces into multiple spaces, a building permit (and all other associated permits),
plans, and inspection approvals by the Planning and Building Agency are required. The building and unit
addresses will be verified during inspections by the Building Division.
Please update your records accordingly. You may contact me by phone at (714) 667-2708 or by email at
MKilroy@santa-ana.org if you have any questions.
Address Letter for 2522 W. Camden Place
Page 2 of 4
Sincerely,
Matthew Kilroy
Assistant Planner I
Reviewed by: Jerry Guevara, Senior Planner
Exhibit A – Address Plan
Address Letter for 2522 W. Camden Place
Page 3 of 4
c:
Vencent Quaglia, United States Post Office
Chris Tuiolosega, United States Post Office
Cipriano Corona, Marketing Manager, United States Post Office
Alex Alvarez, Postmaster Santa Ana, United States Post Office
Federal Express, Administration
Cathy Joseph, Garden Grove Unified School District
Christine Hy, Garden Grove Unified School District
Cathy Slader, Orange Unified School District
Orin Williams, Santa Ana Unified School District
Yvette Miranda, Santa Ana Unified School District
Cristina Bernal, Tustin Unified School District
Mishele Richards, Orange County Fire Authority, GEO Files Coordinator
Orange County Fire Authority
Neal Kelly, Registrar of Voters
Members, Board of Supervisors
Southern California Gas Company
Southern California Edison Company
Claude Parrish, County Assessor's Office
SAG, AT&T
UPS, Administration
City Manager’s Office
Beverly Martin, Police Community Services Specialist
Boris Duran, Police Systems Manager
Jennifer Mendoza, Police Communications Manager
Chris Hubbard, Police Systems Support Analyst
Will Holt, Treasury & Customer Services Manager
Hector Jimenez, Revenue Supervisor
Mirella Vargas, Customer Service Representative
Judson Brown, Housing & Neighborhood Development Manager
Taig Higgins, Principal Civil Engineer
Zdenek ( Zed) Kekula, Principal Civil Engineer
Jason Kwak, Building Safety Manager
Evelyn LaRocca, Permit Supervisor
Kathy Hernandez, Permit Technician
Julie Amsden, Permit Technician
Ali Pezeshkpour, Planning Manager
Jerry Guevara, Senior Planner
Alvaro Nunez, Planning and Building Agency Assistant Director
and Code Enforcement Manager
Address Letter for 2522 W. Camden Place
Page 4 of 4
Exhibit A
FtRF ORANGE COUNTY FIRE AUTHORIT
Plan Submittal Criteria Form
a F Required for Single Family or Duplex Residences
urHox� (Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applic
Project Information
❑ New Single Family Residence/Duplex ❑ Addition/Remodel ADU
Address: Unit #: City or Unincorporated County Are
C NA
Pla Wing ScL112-UHing Agency
kN
FOR PERMIT ISSUANCE
Certification.
Master ID:
Date: ❑ Other
2522 W CAMDEN PL, SANTA ANA 92704
SCO a Of Work: Existing Garage converted to ADU 443.88 SQ.FT &
p Garage converted to LAUNDRY 66.65 SQ. FT. Patio
Demolition, A/C legalization.
Existing Area to Total Resulting Stories: Area Added in Past 2 Years
Area: 509.87 be Added: O Area: 509' 87 (excluding this project): O
Yes No
Questionnaire
OCFA Plan Type if "Yes"
1
El
Wil
New — Is this a new single family residence or duplex?
*(PR160) Residential Site
with Water Availability
PR400.402 Fire Sprinkler
2.
Ei
®
ADU — Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
(PR400-402) Fire Sprinkler
fire sprinklers or a house that will have fire sprinklers added as part of this project?
3.
®
Addition — Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
(PR400-402) Fire Sprinkler
sprinkler retrofit based on a threshold set by local ordinance?
4.
Distance — Is the most remote portion of the addition, ADU or other detached structure greater than
*(PR160) Residential Site
140-feet from the fire access roadway?
5.
Total Area — Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
*(PR160) Residential Site
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
with Water Availability
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
6.
Ei
®
Remodel — Is this a remodel of a sprinklered building with a scope of work that includes adding or
(PR400-402) Fire Sprinkler
removing any interior walls? Note: If "Yes", then project must be evaluated by a C-16 licensed
contractor to determine if a firesprinkler modification is needed.
7.
❑
®
Detached Structure — Is this a new detached utility or accessory structure (not an ADU), such as a
*(PR160) Residential Site
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
(PR400.402) Fire Sprinkler
set by local ordinance?
8.
❑
®
Gate — Is a gate being installed across a driveway or road that is designated as a fire department
(PR180) Gate
access roadway, or a driveway or road that serves more than a single home/duplex?
9.
®
Methane — Is project located in or less than 100' from a "Division of Oil, Gas, and Geothermal
*(PR160) Residential Site
*(PR172-174)
Resources" (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
Methane
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
Test/Mitigation Plans
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU's).
10.
❑
0
Vegetation — Is the propertylstructure (A) on the perimeter of a community containing, or adjacent to
'(PR125) Fuel Modification
slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation,
(PR182) Accessory
or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone", as
Structure
defined by the State, or D near an area that could be affected by a wildfire in the open space,
`UGI-A approval required before Issuance or a graaingtouining permit. HII Omer plans types may De aererrea suDmlttals.
Applicant Certificate
l certify, under penalty of perjury, under the laws of the State of Cal rnia, that th information above is true:
Print Name: MiriamPio Signature: Date:
Phone Number: (909) 246-1204 Emai n'hea gFnat .com
Attention Building Department Staff — After you've verified all questions were`a shred acc rately as "No", then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as es", then the plan type on the right side may be required.
If all answers are "No" and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are "Yes"
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
CITY OF SANTA ANA
Planning and Building Agency
Name (1=it.1. MI. I ast)
Certificate of C'omplience
Payment of School Facility Fees
�atitn Ann Vnified School District
1 elct►ht►nc
M orco Get ierrer.
Project ,Nddrr%-.
2522 W
City, ~talc, 7.ir t `►Xte
Sa��ta
Na r»c (1~ irsL NI 1, Last)
Camden P1
Ai,x,a. , CA q2-404
OR PER'PVl�T�9SU�ANCP
Date:
(o- 120y
TnnctMarcel Numher
1010 22 325
I elephone
a Use of' Rudding (check) Type of Project (check)
Residential I Commercial ❑ Senior Housing ❑ New ❑ Addition ❑ Alteration d
raescription of Project
ADU Gar a Conversion
Number of Square Feat of
Residential Space _ 1443.88 Sq.Ft x S
\umber of Square Feet of
Commercial Space
Sq.Ft x S
6.1+
(Dev. Fee)
(Dev. Fee)
Total s 2, 29 4.810
Total S
The above representations as to square footage are true. Applicant agrees that if it is later determined that such
representations are not true, then this certificate shall automatically terminate, and the appropriate City C ountti shall be
notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to
Government Code Section 53080 must do so within 90 days from the payment of the tee.
Applicant Name (Please Print)
Signature
This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable
sections of the Government Code and Education Code.
SantaNna
ol
I
nifted . ch0011 bistrict : uthorized Representative
D/S'nU811170N
*A* - C40CM00
co wry-4ppok%ml
PM - FacMa
Date