HomeMy WebLinkAbout1606 N Mabury St - PlanL=
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PL
25
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GARAGE
CONVERTED
ADU
POOL
NOT PART OF
PROJECT
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PROJECT
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PROJECT
L=276'PL
SLOPE
2%
GRASS
GRASS
GRASS
GRASS GRASS
GRASS
GRASS
GRASS
SL
O
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5%
DRIVEWAY
DRIVEWAY DRIVEWAY
SUB-PANEL
TANKLESS WATER HEATER
AC CONDENSER
105'-0"
(E) BLOCK
WALL
(E) WOOD
FENCE
(E) BLOCK
WALL
GRASS
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PROJECT
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PROJECT
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PROJECT
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PROJECT
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PROJECT
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PROJECT
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PROJECT
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PROJECT
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PROJECT
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PROJECT
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PROJECT
1
8
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-
6
"
GRASS
(E) GATE
(E) BLOCK
WALL
(E) WOOD
FENCE
(E) WROUGHT
IRON FENCE
(E) BLOCK
WALL
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS EXISTING
DRIVEWAY
EXISTING
DRIVEWAY
GRASS GRASS GRASS
SLOPE
2%
SL
O
P
E
2%
SL
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2%
SL
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SL
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5%
SL
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5%
SL
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5%
35'-11 1/2"
20'-0"
49'-4"
1600-UNIT A
1600-UNIT B
1600-UNIT C
1600-UNIT D
1600-UNIT E
1600-UNIT F
1600-UNIT G
1600-UNIT H
1600-UNIT J
1600-UNIT K
1600-UNIT L
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PROJECT
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PROJECT
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PROJECT
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PROJECT
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PROJECT
1610-UNIT A
1610-UNIT B
1610-UNIT C
1610-UNIT D
1610-UNIT E
1610-UNIT F
1610-UNIT G
1610-UNIT H
1610-UNIT J
1610-UNIT K
1610-UNIT L
1610-UNIT M
1610-UNIT N
1610-UNIT P
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PROJECT
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PROJECT
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PROJECT
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PROJECT
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PROJECT
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A0-01
TITLE SHEET
Client
Project No: 23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
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No. Date Description
SANTA ANA, CALIFORNIA
&AND
ANGLE
@ AT
C CENTERLINE
DIAMETER OR ROUND
#POUND OR NUMBER
(E)EXISTING
A.B. ANCHOR BOLT
ABV. ABOVE
ACOUS. ACOUSTICAL
A.D. AREA DRAIN
ADJ. ADJUSTABLE
A.F.F. ABOVE FINISH FLOOR
AGGR. AGGREGATE
AL. ALUMINUM
ALUM. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECT
ARCH'L ARCHITECTURAL
ASPH. ASPHALT
BD. BOARD
BITUM. BITUMINOUS
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BLT. BOLT
BM. BEAM
BOT. BOTTOM
CAB. CABINET
C.B. CATCH BASIN
CEM. CEMENT
CER. CERAMIC
C.I. CAST IRON
C.G. CORNER GUARD
CLG. CEILING
CLKG. CAULKING
CLO. CLOSET
CLR. CLEAR
C.O. CASED OPENING
COL. COLUMN
CONC. CONCRETE
COND. CONDENSER
CONN. CONNECTION
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
CF CORNER OF FINISH
CORR. CORRIDOR
CTSK. COUNTERSINK
CNTR. COUNTER
CTR. CENTER
DBL. DOUBLE
DEPT. DEPARTMENT
D.F. DRINKING FOUNATAIN
DET. DETAIL
DIA. DIAMETER
DIM. DIMENSION
DISP. DISPENSER
DN. DOWN
D.O. DOOR OPENING
DR. DOOR
DS. DOWNSPOUT
D.S.P. DRY STANDPIPE
DWG'S DRAWINGS
DWR. DRAWER
E. EAST
EA. EACH
E.J. EXPANSION JOINT
EL. ELEVATION
ELEC. ELECTRICAL
ELEV. ELEVATOR
EMER. EMERGENCY
ENCL. ENCLOSED
E.P. ELECTRICAL PANELBOARD
EQ. EQUAL
EQPT. EQUIPMENT
E.W.C. ELECTRIC WATER COOLER
EXIST. EXISTING
EXP. EXPANSION
EXPO. EXPOSED
EXT. EXTERIOR
F.A. FIRE ALARM
F.B. FLAT BAR
F.D. FLOOR DRAIN
FDN. FOUNDATION
F.A. FIRE EXTINGUISHER
F.A.C. FIRE EXTINGUISHER
CABINET
F.FLR. FINISH FLOOR
F.F. FINISH FLOOR
F.G. FINISH GRADE
F.H.C. FIRE HOSE CABINET
FIN. FINISH
FLASH.A. FLASHING
FLUOR. FLUORESCENT
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.M. FACE OF MULLION
F.O.S. FACE OF STUD
FPRF. FIREPROOF
FRAM'G FRAMING
F.S. FULL SIZE
FT. FOOT OR FEET
FTG. FOOTING
FURR. FURRING
FUT. FUTURE
GA. GAUGE
GALV. GALVANIZED
G.B. GRAB BAR
GL. GLASS
GND. GROUND
GR. GRADE
GYP. GYPSUM
GYP BD GYPSUM BOARD
G.A. GYPSUM BOARD
H.B. HOSE BIBB
H.C. HOLLOW CORE
HDR. HEADER
HDWD. HARDWOOD
HDWE. HARDWARE
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
HR. HOUR
HT. HEIGHT
H.V.A.C. HEATING VENTILATING
AIR CONDITIONING
I.D. INSIDE DIAMETER
INSUL. INSULATION
INT. INTERIOR
JAN. JANITOR
JT. JOINT
LAB. LABORATORY
LAM. LAMINATE
LAV. LAVATORY
LKR. LOCKER
LT. LIGHT
MAX. MAXIMUM
M.C. MEDICINE CABINET
M.B. MACHINE BOLT
MECH. MECHANICAL
MEMB. MEMBRANE
MET. METAL
MFG. MANUFACTURING
MFR. MANUFACTURER
MH. MANHOLE
MIN. MINIMUM
MIR. MIRROR
MISC. MISCELLANEOUS
M.O. MASONRY OPENING
MTD. MOUNTED
MUL. MULLION
N. NORTH
N.I.C. NOT IN CONTRACT
N.O. NUMBER
NOM. NOMINAL
N.T.S. NOT TO SCALE
O/ OVER
O.A. OVERALL
OBS. OBSCURE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER (DIM)
OFF. OFFICE
O.H.C. OVERHEAD CABINET
OPN'G OPENING
OPP. OPPOSITE
PRCST. PRECAST
PL. PLATE
P.LAM. PLASTIC LAMINATE
PLAS. PLASTER
PLYWD. PLYWOOD
PNL. PANEL
PTD. PAINTED
PLUMB. PLUMBING
P PROPERTY LINE
PR. PAIR
PT. POINT
PREFAB. PREFABRICATED
P.T.A. PAPER TOWEL DISPENSER
PTD/R COMBINATION PAPER TOWEL
DISPENSER & RECEPTACLE
PTN. PARTITION
P.T.R. PAPER TOWEL RECEPTACLE
Q.T. QUARRY TILE
R. RISER
RAD. RADIUS
R.D. ROOF DRAIN
REF. REFERENCE
REFR. REFRIGERATOR
REV. REVERSE
REINF. REINFORCE, REINFORCED
RGTR. REGISTER
REQ. REQUIRED
RESIL. RESILIENT
RM. ROOM
R.O. ROUGH OPENING
RWD. REDWOOD
R.W.L. RAIN WATER LEADER
S. SOUTH
S.A.F. SELF ADHERED FLASHING
S.C. SOLID CORE
S.C.D. SEAT COVER DISPENSER
SCHED. SCHEDULE
S.A. SOAP DISPENSER
SECT. SECTION
S.F. SQUARE FEET
SH. SHELF
SHR. SHOWER
SHT. SHEET
SIM. SIMILAR
SKYLT. SKYLIGHT
SL. SLOPE
S.N.D. SANITARY NAPKIN
DISPENSER
S.N.R. SANITARY NAPKIN
RECEPTACLE
SP. SPACE
SPEC. SPECIFICATIONS
SQ. SQUARE
S.A. SERVICE SINK
S.T. STAINLESS STEEL
STA. STATION
STD. STANDARD
STL. STEEL
STOR. STORAGE
STRL. STRUCTURAL
STRUCT'L STRUCTURAL
STRUCT. STRUCTURE
SUSP. SUSPENDED
SYM. SYMMETRICAL
T.B. TOWEL BAR
T.C. TOP OF CURB
TEL. TELEPHONE
TER. TERRAZZO
T.&G. TONGUE & GROOVE
THK. THICK
T.O.P. TOP OF PARAPET
T.O.PL. TOP OF PLATE
T.P. TOP OF PAVEMENT
T.P.D. TOILET PAPER DISPENSER
TRD. TREAD
T.V. TELEVISION
T.W. TOP OF WALL
TYP. TYPICAL
UNF. UNFINISHED
U.O.N. UNLESS OTHERWISE
NOTED
UR. URINAL
VERT. VERTICAL
VEST. VESTIBULE
W. WEST
W/ WITH
W.C. WATER CLOSET
WD. WOOD
W.H. WATER HEATER
W/O WITHOUT
WP. WATERPROOF
W.R.B. WEATHER RESISTANT BARRIER
WSCT. WAINSCOT
WT. WEIGHT
L
PROJECT TEAM ABBREVIATIONS
GARAGE ADU
VICINITY MAP
TEL. FAX
TEL. FAX
ENGINEER OF RECORD
GET STRUCTURAL
3000 E. Birch St. Suite 201
Brea, CA 92821
(714) 332-2741
CONTACT: Jorge Estrada
Jorge@GetStructural.com
TEL. FAX
ENERGY
GET STRUCTURAL
3000 E. Birch St. Suite 201
Brea, CA 92821
(714) 332-2741
CONTACT: Jorge Estrada
info@GetStructural.com
PROJECT CODE REQUIREMENTS
THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES:
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBC)
2022 CALIFORNIA ENERGY CODE
CITY OF SANTA ANA MUNICIPAL CODE
SCOPE OF WORK
-CONVERT EXISTING DETACHED GARAGE TO ADU (402 SQ. FT.)
-NEW SUB PANEL, NEW TANKLESS WATER HEATER, NEW MINI-SPLIT AC
PROJECT DATA
NPS MANAGEMENT
1606 N. MABURY ST. SANTA ANA, CA 92701
402 SQ. FT. (EXISTING GARAGE)
402 SQ. FT. (GARAGE CONVERTED ADU)
2.4 ACRES (LOT)
26,443 SQ. FT. (OPEN AREA)
OWNER:
ADDRESS:
SQUARE FOOTAGE:
OCCUPANCY:
TYPE OF CONSTRUCTION:
STORIES:
PARCEL NUMBER:
FIRE SPRINKLER:
FLOOD ZONE:
LOT COVERAGE: 29,938 + 402 = 30,340
30,340 / 2.4 ACRES = 29%
R-3/U
V-B
1
7258-030-005
NO
NO
TITLE SHEETA0-01
A0-41 CALIFORNIA RESIDENTIAL MANDATORY MEASURES
SHEET INDEX
ARCHITECTURAL
A0-31 GENERAL NOTES
A0-32 GENERAL NOTES
A1-01 SLAB EDGE PLAN AND DEMO PLAN
A1-02 FLOOR PLAN AND BUILDING SECTIONS
A1-03
A1-04
UTILITY PLAN
ROOF PLAN AND EXTERIOR ELEVATIONS
AD-01 DETAILS
STRUCTURAL
STRUCTURAL NOTES
FOUNDATION & ROOF FRAMING PLAN
FOUNDATION DETAILS
SD2 FRAMING DETAILS
ENERGY
TITLE 24T24-1
T24-2 TITLE 24
SITE PLAN
S0
S1
SD1
A0-42 CALIFORNIA RESIDENTIAL MANDATORY MEASURES
AD-02 DETAILS
DESIGNER
JWAIM DESIGN
(714) 494-6810
CONTACT: Jason Lee
Jwaimdesign@gmail.com
PUBLIC TRANSIT MAP
STOP LOCATION:17TH & CONCORD
STOP ID:5915
DISTANCE (ADU TO PUBLIC TRANSIT):0.2 MILES
0 .5'15' 30'60'
SCALE: 1"=30'
7
BUILDING NOTES
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 EXISITNG RESIDENCE.
1 01-30-2025 PLAN CHECK CORR.
1
1
1
PARK & REC DEVELOPMENT FEE CALCULATION:
ADU: 402 SQ. FT.
SFD: 33,673 SQ. FT.
402 / 33,673 = 0.01
1
Bldg #101122069
APPROVALS:
PLNG - H. Safran
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
1606 N Mabury St
4/28/2025
The scope of services under this contract is limited to providing a "builder's set" of plans. This set of plans is
sufficient to obtain a building permit; however, all materials and methods of construction necessary to complete the
project are not necessarily described in this "builder's set". The implementation of the plans requires an
Owner/contractor (General Contractor and Subcontractors) thoroughly knowledgeable with the applicable building
codes and methods of construction. The plans and general notes delineate and describe only locations, dimensions,
types of materials and general methods of assembling or fastening. They are not intended to specify particular
products or other methods of any specific material, product or method.
All work shall comply with the most current and stringent requirements of all applicable city, county, state and general
laws, rules, codes, ordinances and regulations and follow all manufacturer's specifications for installation. If the
General Contractor or any Subcontractor performs any work in conflict with the above-mentioned laws, rules, codes,
ordinances and regulations, then the contractor in violation shall bear all costs of repair arising out of the
non-conforming work. See sheet "A0-01" for list of the applicable codes. All codes are subject to local amendments.
The General Contractor and every Subcontractor performing work upon or providing services and/or materials for the
work is required to purchase and maintain in force "All Risk" Builders Risk Insurance prior to commencement of the
work and/or furnishing labor, services and materials. Each "All Risk" policy shall be in an amount sufficient to cover
the replacement value of the work being performed and/or the labor, services, and materials being supplied by the
General Contractor, Subcontractors, Architect, and all professional Consultants
The General Contractor and Subcontractor shall furnish all labor, equipment, and materials necessary to complete
the work indicated on the plans and required by the applicable codes.
No substitutions shall be made without the Owner's written authorization. Any substitution shall be made in advance
to avoid any delay in the project schedule. The General Contractor or any Subcontractor shall not make structural
changes without prior written authorization from the Structural Engineer and approval by the Architect and/or the
Owner
Any addition, deletion, or change in the scope of the work described by the plans and General Notes shall be by
written change order only. The General Contractor shall procure the building official's approval for any change in the
work.
The intent of the plans and general notes is that all labor, materials, equipment, and transportation shall be included
in the work for the complete execution of the project. The Architect shall not be responsible for the means and
methods of construction.
It is the Owner's (General Contractor and all Subcontractors) responsibility prior to or during construction to notify the
Architect in writing of any perceived errors or omissions in the plans and general notes of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written
instructions addressing such perceived errors or omissions shall be received from the Architect prior to the Owner or
Owner's subcontractors proceeding with the work. The Owner will be responsible for any defects in construction if
these procedures are not followed.
All shop drawings required by the construction documents and general notes shall be submitted to the Architect or
Engineer prior to fabrication for review of compliance with the design concept.
The General Contractor shall be responsible for coordinating the work between the different Subcontractors and
requiring all Subcontractors to use the most current building department approved set of construction documents.
The General Contractor shall arrange a pre-construction meeting to review omissions and discrepancies sufficiently
in advance of construction to assure the orderly progress of the project prior to the performance of any work. All
parties using these construction documents are responsible for reviewing the full content of these drawings for
omissions and discrepancies prior to the start of construction.
The General Contractor and all Subcontractors shall be familiar with the following documents:
a.Most recent Soils report
b.Energy compliance report
c.Structural calculations
d.Acoustical report
The General Contractor shall keep a copy of the above documents and all updates on the site at all times.
The General Contractor shall compare the existing site grades to the grades shown on the plans. Any discrepancy in
elevation from the finished floor to the finished grade at the stairways and walkways shall be communicated to the
Architect for review before proceeding with the work.
All Subcontractors shall perform their own cutting, fitting, and patching of materials in a workmanlike manner, without
causing any damage to or conflict with other subs work.
All trades shall keep the premises clean of any accumulated waste materials and rubbish caused by their work.
Subcontractors shall remove all rubbish, tools, scaffolding, and surplus materials at the completion of the work. All
fixtures, equipment, glazing, floors, and other surfaces shall be left clean and ready for occupancy upon completion
of the project, including sweeping or vacuuming if necessary.
The general notes refer to various professional trade association manuals and publications. The General Contractor
and Subcontractors shall be familiar with and refer to the most recent trade publications relating to their work.
The General Contractor and Subcontractors shall be responsible for storing the materials on the site. The materials
shall be kept secure and protected from moisture, pests, and vandals. Any damages or lost materials arising out of
materials stored on site shall be the responsibility of the General Contractor or Subcontractor who stored the
damaged or lost materials.
The contractor/sub-contractor will use all means necessary to protect the material of their scope of services during
and after installation and to protect the work and materials of all other trades and in the event of damage immediately
make all repairs and replacements necessary to the approval of the Owner and at no additional cost to the Owner.
The contractor and sub-contractor shall review the plans, details and previous work by others for satisfactory and
appropriate completeness as adequate substrate for the installation of their scope of work. Report deficiencies
immediately in writing to the developer/owner and architect. Failure to do so, or commencement of work without
such notification will constitute an acceptance by the contractor of suitability of previous work by others.
Do not scale these plans or details.
All products will be installed in compliance with their manufacturers listed requirements, recommendations and in
strict compliance with approved laboratory test reports (i.e. ICC-ES reports, N.E.R., F.A., U.S. reports, etc.)
installation will meet all requirements necessary to maintain product guarantees and warranties. Failure to satisfy
manufacturers installation requirements will constitute the contractor's/sub-contractor's acceptance of products
guarantee or warranty liabilities.
The General Contractor and Subcontractor shall furnish all labor, equipment, and materials necessary to complete
the work indicated on the plans and required by the applicable codes.
ROUGH CARPENTRY
A.Provide labor, material, equipment, and services necessary for installation and completion of all rough
carpentry as shown on the drawings and as noted herein.
B.See sheet containing structural general notes, bound with the drawings.
C.Conduct all work in conformance with the California Residential Code. All materials will be in compliance
with the West Coast Lumber Inspection Bureau (WCLIB) and the American Plywood Association (APA)
standards.
D.Manufactured Floor and Roof Trusses
1.Manufacturer shall supply to the Architect/Engineer and the Building Department calculations and shop
drawings for approval of design loads, configuration (2 or 3 point bearing), and shear transfer prior to
fabrication. All calculations and shop drawings shall be signed by a professional engineer registered in the
State wherein the project is to be built. It shall be the responsibility of the manufacturer to obtain Building
Department approval of calculations and shop drawings prior to fabrication.
2.Trusses shall be designed in accordance with the latest local Building Code for all loads imposed, including
lateral loads and mechanical equipment loads.
3.All connectors shall be ICC approved and of adequate strength to resist stresses due to the loadings
involved.
4.Cross bridging and/or bracing shall be provided and detailed as required to adequately brace all trusses.
See structural calculations.
H.Verify all sizes and dimensions by taking field measurements prior to installation.
I.Framing Practices:
Workmanship: All members shall be framed, anchored, tied and braced so as to develop the strength and rigidity
necessary for the purposes for which they are used.
J.Protection Against Decay:
1.CRC Section R317. Wood used above ground in the locations specified in Sections R317.1 shall be
naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 (Commodity
Specifications A or F) for above-ground use as noted below:
a.Joists, Girders, and Subfloor. The floor assembly where wood joists or the bottom of a wood structural
floor without joists are closer than 18 inches (457 mm), or wood girders are closer than 12 inches (305 mm)
to the exposed ground in crawl spaces or unexcavated areas located within the perimeter of the building
foundation, the floor assembly (including posts, girders, joists, and subfloor).
b.Wood Supported by Exterior Foundation Walls. Wood framing members that rest on concrete or
masonry exterior foundation walls and are less than 8 inches (203 mm) from exposed ground.
c.Sleepers and Sills. Sills and sleepers on a concrete or masonry slab that is in direct contact with the
ground unless separated from such slab by an impervious moisture barrier.
d.Girder Ends. The ends of wood girders entering exterior masonry or concrete walls having clearances of
less than 1/2-inch (12.7mm) on top, sides, and ends.
e.Wood Siding. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of
less than 6 inches (152 mm) from the ground or less than 2 inches (51 mm) measured vertically from
concrete steps, porch slabs, patio slabs, and similar horizontal surfaces exposed to the weather.
f.Wood Structural Members. Wood structural members supporting moisture-permeable floors or roofs that
are exposed to the weather, such as concrete or masonry slabs, unless separated from such floor or roof by
and impervious moisture barrier.
g.Wood Furring Strips. Wood furring strips or other wood framing members attached directly to the interior
of exterior masonry walls or concrete walls below grade except where an approved vapor retarder is applied
between the wall and the furring strips or framing members.
2.CRC Section R317.1.2 Wood in Contact with the Ground or Fresh Water. All wood in contact with the
ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to the
weather that supports permanent structures intended for human occupancy shall be approved
pressure-preservative-treated wood suitable for ground contact use, except untreated wood used entirely
below groundwater level or continuously submerged in fresh water shall not be required to be
pressure-preservative treated.
3.CRC Section R317.1.4 Wood Columns. Wood columns shall be approved wood of natural decay resistance
or approved pressure-preservative-treated wood.
Exceptions:
1. Columns exposed to weather or in basements when supported by concrete piers or metal pedestals
projecting 1 inch (25.4 mm) above a concrete floor or 6 inches (152 mm) above exposed earth and the
earth is covered by an approved impervious moisture barrier.
2. Columns in enclosed crawl spaces or unexcavated areas located within the periphery of the building when
supported by a concrete pier or metal pedestal at a height more than 8 inches (203mm) from exposed
earth and the earth is covered by an impervious moisture barrier.
K.Protection Against Termites: Shall comply with the CRC Section R318.
L.Attic Ventilation
1.CRC Section R806.2: The total net free ventilating area shall not be less than 1/150 of the area of the space
ventilated except that reduction of the total area to 1/300 is permitted provided that at least 40 percent and
not more than 50 percent of the required ventilating area is provided by ventilators located not more than 3
feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the
required ventilation provided by eave or cornice vents. As an alternative, the net free cross-ventilation 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.
2.CRC Section R806.3: Where eave or cornice vents are installed, insulation shall not block the free flow of air.
A minimum of a 1-inch (25 mm) space shall be provided between the insulation and the roof sheathing and at
the location of the vent.
M.Fireblocking: Per CRC Section R302.11, In combustible construction, fireblocking shall be provided to cut
both vertical and horizontal all concealed draft openings off all concealed draft openings and to form an
effective fire barrier between stories, and between a top story and roof space. Fireblocking shall be provided
in wood-frame construction in the following locations:
1.In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or
staggered studs, as follows:
1.1 Vertically at the ceiling and floor levels.
1.2 Horizontally at intervals not exceeding 10 feet (3048 mm).
2.At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop
ceilings and cove ceilings.
3.Enclosed accessible space under stairs shall have walls, under-stair surface and any soffits protected on the
enclosed side with 1/2"-inch (12.7mm) gypsum board shall comply with
CRC Section R302.7.
4.At openings around vents, pipes, ducts, cables and wire at ceiling and floor level, with an approved material
to resist the free passage of flame and products of combustion. The material filling this annular space shall
not be required to meet the ASTM E 136 requirements.
5.For the fireblocking of chimneys and fireplaces, see Section R1003.19.
6.Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation.
N.Draftstopping: Per CRC Section R302.12, In combustible construction where there is a usable space both
above and below concealed space of a floor/ceiling assembly, draftstops shall be installed so that the area of
the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into
approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling
membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following
circumstances:
1.Ceiling is suspended under the floor framing.
2.Floor framing is constructed of truss-type open-web or perforated members.
O.General contractor shall coordinate all pertinent subcontractors to ensure fire-blocking and draft-stopping by
approved materials are installed in all required areas.
P.All stairways, landings, guardrails and handrails shall comply fully with the CRC Section R311.7, and as
amended by local amendment. Handrail for stairways shall be continuous for the full length of the flight, from
a point directly above the top riser of the flight to a point directly above the lowest riser of the flight, and may
be interrupted as specified in CRC Section R311.7.8.2.
FINISH CARPENTRY
A.Provide labor, material, equipment, and services necessary for the installation of the finish carpentry where
shown on the drawings and as noted herein.
B.Install all finished hardware, passage doors, and bath accessories.
C.Conduct all work in conformance with the CRC (or applicable code) and the Woodwork Institute of California,
"Manual of Millwork" custom grade requirements.
D.All interior door frames and casing, base, shoe, shelving, and window stool and apron as selected by Owner.
Sizes per Owner/General Contractor.
E.Install in accordance with the best practices of this trade, including, but not limited to the following:
1.All work shall be machined or hand-sanded, sharp edges and splinters removed and completely prepared for
finish.
2.Full length continuous boards shall be used wherever applicable or specifically noted.
3.All joints shall be tight and true and securely fastened. Corners shall be neatly mitered, butted, or coped, with
nails set and surfaces free of tool marks.
4.Frames shall be set plumb and true.
5.All nailing shall be done with finish nails where paint or stain is to cover.
CABINETS AND TOPS
A.Provide material, equipment, and labor necessary for installation of all cabinet work as shown on the
drawings and as noted herein.
B.Conduct all work in conformance with CRC, current edition and the National Kitchen Cabinet Association
(NKCA).
C.Cabinets and countertops as selected by Owner.
D.Install in accordance with the best practices of this trade, including, but not limited to the following:
1.All joints shall be tight and true and securely fastened. Corners shall be mitered, butted, or coped, nails set,
and surfaces free of tool marks.
2.Use concealed fastenings where possible.
3.All cabinet work scheduled for paint or stain finish shall be smoothly dressed and sanded.
4.Install all work level, plumb, square and true. Scribe members accurately in place to fit adjoining surfaces.
1-COAT UNDERLAYMENT
A.Provide labor, material, equipment, and services necessary for the installation of metal lath and building
paper complete for application of one-coat stucco as indicated on drawings and noted herein:
B.Conduct all work in conformance with applicable ICC reports or approved equivalent.
C.Protection: Use all means necessary to protect the material of this section before, during and after
installation and to protect the work and material of all other trades.
D.Replacement: In the event of damage, rips or tears in the building paper, immediately make all repairs and
replacements necessary to provide substantial water protection before application of stucco.
E.Welded and woven-wire lath, expanded metal lath, wire mesh, or approved equivalent shall be installed per
CRC and applicable ICC Report.
F.Water Resistive Barrier per CRC Section R703.2, one layer of No. 15 asphalt felt, free from holes and breaks,
complying with ASTM D 226 for Type 1 felt or other approved water-resistive barrier shall be applied over
studs or sheathing of all exterior walls, with flashing per CRC Section 703.4, to provide a continuous
water-resistive barrier. Alternate as required by applicable ICC Report.
1.Application: Install all components in accordance with manufacturer's application instructions and showing
compliance with CRC Standards and all testing standards of ICC.
2.The paper backing of the wire lath shall be lapped per manufacturer's instructions.
THREE COAT UNDERLAYMENT
A.Provide labor, material, equipment, and services necessary for the installation of metal lath and building
paper complete for application of three-coat stucco as indicated on drawings and noted herein:
B.Conduct all work in conformance with the California Residential Code, ICC and ASTM.
C.Protection: Use all means necessary to protect the material of this section before, during and after
installation and to protect the work and material of all other trades.
D.Replacement: In the event of damage, rips or tears in the building paper, immediately make all repairs and
replacements necessary to provide substantial water protection before application of stucco.
E.Welded and woven-wire lath, expanded metal lath, wire mesh, or approved equivalent shall be installed per
CRC and applicable ICC Report.
F.Water-Resistive Barrier: Per CRC Section R703.7.2 One Layer of No. 15 asphalt felt, free frpm holes and
breaks, complying with ASTM D226 for Type 1 felt or other approved over studs or sheathing of all exterior
walls. Such felt material shall be applied horizontally , with the upper layer lapped over the lower layer not
less than 2 inches (51 mm) Where joints occur, felt shall be lapped not less than 6 inches (152mm) the felt
or other approved materials shall be continuous to the top of the walls and terminated at penetrations and
building appendages in a manner to meet the requirements of the exterior wall envelope as described in
Section R703.1. The water-resistive barrier is not required for detached accessory buildings.
1.Application: Install all components in accordance with manufacturer's application instructions and showing
compliance with CRC Standards and all testing standards of ICC.
2.The paper backing of the wire lath shall be lapped per manufacturer's instructions.
VAPOR BARRIERS
A.Provide labor, material, equipment and services necessary for installation of a water resistive barrier/flashing
at door and window assemblies where shown on the drawings and noted herein.
B.Conduct all work in conformance with the Federal Specification UU-B-790a, ICC with materials in compliance
with ASTM standards for their specific use.
C.Use reinforced high water-vapor resistive kraft paper (Grade A, Style 4) 9" wide with glass reinforcing fibers
and a polyethylene coating on both surfaces. Use 18" type 30 felt under flashing.
D.Install in accordance with manufacturer's printed installation instructions, including, but not limited to the
following:
1.Sequencing of installation of water-resistive barrier, sealant, sill pan, sill flashing, corner flashing, window,
and other components shall follow FMA/AAMA 100-07, ASTM E2112, Manufacturer's Installation Instructions,
and all standards referenced therein.
2.Install flashing with fasteners as appropriate for supporting substrate, and of a type recommended by
manufacturer.
3.Before covering over flashing with other work, patch punctures and tears with adhesive-applied barrier
material or tape with a weather resistive rating equal to the flashing.
4.Nailing flanges, brick moulds and stops to be applied over opening flashing on a continuous bead of sealant.
BUILDING INSULATION
A.Provide labor, material, equipment, and services necessary for the installation of thermal and acoustical
insulation where shown on the drawings and noted herein
B.Conduct all work in conformance with CRC Section R302.10, Federal specification UU-B-790a, and ICC
with materials in compliance with ASTM standards for their specific use.
Flame spread rating not to exceed 25 and smoke development rating not to exceed 450 per
CRC Section R302.10.1
C.Use glass fiber batt insulation with R values per the California Energy Code, acoustical requirements, and
rated assembly details.
D.Install in accordance with manufacturer's printed installation instructions, including, but not limited to the
following:
1.Install thermal batt insulation between roof joists at vaulted areas, ceiling joists at attic spaces, floor joists
over unheated spaces, and between studs at walls separating living spaces from attic, walls separating living
spaces from the garage, and all exterior walls.
2.Thermal insulation shall be securely installed and tightly fitted.
3.Acoustical batt insulation shall be installed per the Acoustical Report.
4.Wires will be used for support on unsupported sides such as knee walls and fireplace chases if required.
5.A vapor retardant (one perm or less rating) will be installed on inside face of studs on exterior walls where
siding is the exterior finish.
E.California Energy Code Requirements: All insulation shall comply with California Energy Code Section 110.8
ELASTIC SELF-ADHESIVE WATERPROOFING
A.Provide labor, material, equipment, and services necessary for the installation of a complete above grade
waterproofing system as indicated on drawings of as required in this section to achieve waterproof
performance.
B.Work and materials shall conform to requirements of applicable "ASTM" standards and current ICC test
report for this specified use.
C.Obtain primary waterproofing materials from a single manufacturer. Provide secondary materials only as
instructed by primary manufacturer for full compatibility of all components.
D.Cold applied, self-adhering, high strength, rubberized asphalt sheet membrane of uniform thickness (60 mil.
minimum) with a release film to protect material prior to installation. Membrane shall be capable of full
adhesion to a substrate of wood or metal, flexible and resistant to chemicals, mildew, bacteria, fungus, rot,
deterioration, tears and punctures.
E.Accessory products fully compatible with waterproofing system.
F.Install in accordance with manufacturer's installation and best Trade Association's standards of practice
including, but not limited to:
1.Substrate preparation shall have surfaces structurally sound and free of voids, sharp protrusions, dirt, dust
and contaminants that may detrimentally effect full system adhesion. All non-vertical substrates shall be
sloped a minimum of 1/4" per foot for drainage away from structure U.N.O. Proceed with waterproofing work
only after substrate and penetrating work have been completed and inspected for compatibility with
waterproofing to be applied.
2.All inside corners shall be provided with prime material manufacturer approved cant strips or similar
accessories even if not shown. Special attention shall be paid to all corners, terminations and material joints
to provide proper reinforcing, lapping and adhesion.
3.Waterproof system shall be applied only over property prepared and cured substrates and within the
temperature and climate conditions specified by the prime material manufacturer.
4.Protection materials shall be installed as soon as possible to fully protect installed waterproofing system.
WALKING DECK FINISH
A.Provide labor, material, equipment, and services necessary for the installation of a waterproof walking
surface for pedestrian traffic where shown on the drawings and noted herein
B.Conduct all work in conformance with the Federal Specification UU-B-790a, ICC with materials in compliance
with ASTM standards for their specific use, ICC evaluation reports and manufacturer's installation
requirements with materials in compliance with ASTM standards for their specific use.
C.Provide 2" thick 2,000 P.S.I. pea gravel concrete mix, broom finished over a protection sheet approved by the
water-proof membrane manufacturer. Tool joint all perimeters and provide tooled control joints at all corners
and maximum 100 square foot intervals. Install on rubberized asphalt, membrane water-proofing system
approved by manufacturer for installation over project substrate and compatible with walking surface deck
topping. Install per manufacturer's requirements and details flashing and sealing with compatible
manufacturer approved products around penetrations and wall flashing's.
D.Install work in accordance with the manufacturer's printed installation instructions, including, but not limited to
the following
1.Sheet metal flashing shall comply with SMACNA standards.
2.Carry all flashing to a height of at least four inches above traffic surface unless otherwise shown. All rail
posts, curbs and stops shall be flashed as required with joints and seams caulked.
E.Slope all decks minimum 1/4" per ft. to drain.
WALKING DECK FINISH
A.Provide labor, material, equipment, and services necessary for the installation of a waterproof walking
surface for pedestrian traffic where shown on the drawings and noted herein.
B.Conduct all work in conformance with the Federal Specification UU-B-790a, ICC with materials in compliance
with ASTM standards for their specific use, ICC evaluation reports and manufacturer's installation
requirements with materials in compliance with ASTM standards for their specific use.
C.Install work in accordance with the manufacturer's printed installation instructions, including, but not limited to
the following
1.Sheet metal flashing shall comply with SMACNA standards.
2.Carry all flashing to a height of at least four inches above traffic surface unless otherwise shown. All rail
posts, curbs and stops shall be flashed as required with joints and seams caulked.
D.Slope all decks minimum 1/4" per ft. to drain.
FLASHING AND SHEET METAL
A.Provide labor, material, equipment, and services necessary for the installation of sheet metal and/or flashing
where shown on the drawings, where necessary, and noted herein.
B.Conduct all work in conformance with the CRC, Federal Specification UU-B-790a, and ICC with materials in
compliance with ASTM standards for their specific use., SMACNA "Architectural Sheet Metal Manual", with
materials in compliance with ASTM standards for their specific use.
C.Materials:
1.Sheet metal shall conform to ASTM A361, bonderized galvanized surface to receive paint, gauge shall be as
indicated and in no case be less than 26-gauge. General: Provide all flashing's, louvers, wall vents, roof
flashing, deck screeds, scuppers and any other miscellaneous sheet metal as required for complete job.
2.Elastic self-adhesive waterproof membrane sheet "Vycor Ultra" or approved equal with 26-GA G-90
galvanized sheet metal, 2x or plywood backing at vertical surfaces to be used as an underlayment below a
finish product (plaster, roofing, siding, etc.) not to be exposed to sunlight.
D.CRC Section R703.4. Flashing. Approved corrosion-resistant flashing shall be applied shingle-fashion in a
manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing
components. Self-adhered membranes used as flashing shall comply with AAMA 711. The flashing shall
extend to the surface of the exterior wall finish. Approved corrosion-resistant flashing's shall be installed at
all of the following locations:
1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the
surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage.
2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips
on both sides under stucco copings.
3.Under and at the ends of masonry, wood or metal copings and sills.
4.Continuously above all projecting wood trim.
5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-frame construction.
6.At wall and roof intersections.
7.At built-in gutters.
E.CRC Section R903.2. Roof Assembly Flashing. Flashing shall be installed in a manner that prevents
moisture from entering the wall and roof through joints in copings, through moisture permeable materials and
at intersections with parapet walls and other penetrations through the roof plane. See CRC Sections
R903.2.1 and R903.2.2 for additional requirements.
1.Flashing and similar items related to the roof or waterproof membranes shall be installed in cooperation with
the roofing contractor.
2.Provide flashing and counterflashing to extent indicated on the drawings and necessary to insure waterproof
conditions.
3.Sheet metal flashing shall be installed at all locations where different materials intersect, such as roof to wall;
roof to roof; deck/balcony/landing to wall; penetrations into other locations recommended in the "Architectural
Sheet Metal Manual".
4.Work shall be accurately fabricated to detail and fitted to job conditions.
5.Lock seems (if required) shall be flat and true to line, 1/2 inch wide, sweated full with solder.
6.All exterior openings exposed to the weather, shall be flashed in such a manner as to make them waterproof.
7.Flash and seal all beams and outlookers projecting through exterior walls and/or roof surfaces.
8.Where exposed to weather, flash all horizontal wood trim butting to exterior finish.
9.All parapets shall be provided with coping of approved materials. All flashing, counterflashing and coping,
when of metal, shall be of not less than No. 26 gauge corrosion-resistant metal.
10.Roof valley flashing shall be provided for roofing materials as follows:
11.Composition shingles per CRC Section R905.7.6 and as required by manufacturer's installation instructions.
12.Concrete and Clay roof tiles per applicable ICC reports, CRC Section R905.3.8, and Manufacturer's
installation instructions.
13.The center of all flashing for all through roof vents, electrical service connections or other roof penetrations,
shall not be less than 16 inches from the centerline of any valley.
GUTTERS AND DOWNSPOUTS
A.Provide labor, material, equipment, and services necessary for the installation of gutter and downspouts
where shown on the drawings and as noted herein. Downspouts to be terminated 4" below weep screed or
bottom edge of siding for tie-ins to subsurface drain pipes. Locations will be verified with General Contractor
and will be at a constant location per plan.
B.Conduct all work in conformance with the SMACNA "Architectural Sheet Metal Manual" with materials in
compliance with ASTM A446 and ASTM A 361.
C.Materials:
1.Sheet metal shall conform to ASTM A361, bonderized, galvanized gauge shall be no less than 26-gauge.
Size and profile shall be per details, SMACNA and current code requirements.
D.Gutters and downspouts will occur in conformance with the following:
1.Install in accordance with SMACNA Installation standards or manufacturer's printed instructions when
available.
2.Install gutters and downspouts, where indicated on plans.
3.The number of downspouts and locations shall be determined by the installer based on SMACNA and the
current code.
4.Gutter size shall be as detailed based on SMACNA and current code.
5.Install gutters at all areas where roof water is deposited onto decks, balconies or landings.
6.All downspouts shall be continuous to grade.
7.Connect downspouts to independent underground drainage system as required by the soils reports or local
jurisdiction or where noted on plan. (refer to Civil drawings).
ASPHALT SHINGLES
A.Provide labor, material, equipment and services necessary for installation of complete roofing, including but
not necessarily limited to, cant strips and incorporating flashing, sleeves and jacks where shown on plans
and noted herein.
B.Conduct all work in conformance with CRC Section R905.3, relevant ICC reports, the National Roofing
Contractors Association (NRCA), the "NRCA Roofing and Waterproofing Manual", and the Asphalt Roofing
Manufacturer's Association (ARMA) with materials in conformance with ASTM standards.
C.Deliver all packaged materials to the job site in their original undamaged, unopened containers with all labels
legible at the time of installation. Store all materials in an approved manner, protecting from contact with soil
and from exposure to the elements.
D.Materials
1.Style and Manufacturer as selected by owner.
2.Color as selected by owner.
3.Underlayment as required by CRC Section R905.2.3, manufacture's installation instructions, NRCA, and
ARMA.
E.Install roofing and wall flashing per manufacturer's instructions, NRCA, ARMA, carefully incorporating
flashing, scuppers, jacks, sleeves, roof drains, etc., supplied by others as necessary for a water tight roof
installation.
CONCRETE ROOFING TILES
A.Provide labor, material, equipment and services necessary for installation of complete roofing, including but
not necessarily limited to, cant strips and incorporating flashing, sleeves and jacks where shown on plans
and noted herein.
B.Conduct all work in conformance with CRC Section R905.3, applicable ICC reports, and the National Roofing
Contractors Association (NRCA), the "NRCA Roofing and Waterproofing Manual" with materials in
conformance with ASTM standards.
C.Deliver all packaged materials to the job site in their original undamaged, unopened containers with all labels
legible at the time of installation. Store all materials in an approved manner, protecting from contact with soil
and from exposure to the elements.
D.Fasteners shall be per applicable ICC reports and manufacturer's installation instructions.
E.Install roofing and wall flashing per manufacturer's instructions, carefully incorporating flashing, scuppers,
jacks, sleeves, roof drains, etc., supplied by others as necessary for a water tight roof installation.
SEALANTS (LOW V.O.C. SEALANT AND CAULKING IS REQUIRED)
A.Provide labor, material, equipment, and services necessary for the installation of sealants complete where
shown on the drawings, where necessary, and noted herein. The general notes herewith pertaining to
sealants occurring throughout the project as indicated or required and becomes a part of all trade sections
requiring sealants. The term "sealant" is used throughout the drawings and general notes to define as the
materials and methods of filing with an elastic compound the small crevices, holes, separations, and joints
between similar and different materials that cannot be sealed by any other means to prevent the passage or
penetration of wind, rain, water, dust, heat and smoke; to make joints fire or watertight.
B.Conduct all work in conformance with the Sealant and water-proofers institute, National Roofing Contractors
Association (NRCA) "NRCA Roofing and Waterproofing Manual", Underwriters laboratories, Inc. (U.L.) with
all materials in compliance with ASTM standards for their specific use.
C.Use products of only one manufacturer for respective items throughout the project and for each item of
material under this section unless otherwise indicated on the drawings or specified herein. Unless indicated
or specified otherwise, exposed sealants shall match color of adjacent materials and be manufactured
capable to accept paint. Joint fillers, primers, or other materials used in conjunction with sealants shall not
cause staining of sealants or materials to which they are applied. Sealants selected shall be fully compatible
with all materials with which they come into contact.
1.Sealants types and locations
a.Mildew-resistant sealant: Seal non-porous surfaces around ceramic tile, showers, tubs, sinks and
plumbing fixtures where conditions of high humidity and temperature exists.
b.ELASTOMERIC sealant: Sealing expansion and control joint, pre-cast panel joints, seismic joints,
exterior insulation finish system joints, curtain wall joints, mullion and other joints that experience extreme
movement.
c.Weather proofing sealant: Sealing pre-cast concrete panel joints, curtain wall joints, mullion joints, metal
panel walls and perimeters of window and door frames.
d.Silicone glazing and waterproofing sealant: Sealing expansion and control joints in pre-cast concrete
panels, granite and metal curtain walls, structural and non-structural glazing and perimeter sealing of door
and window framing of other metal building components.
e.Silicone adhesive/sealant: Structural adhesive/sealant applications such as factory glazing and curtain
wall production
f.Structural glass sealant: Peroxides unprimed adhesion to most surfaces, including glass, reflective glass,
anodized aluminum, granite and most prints, including fluoropolmer-based paints
g.Glazing sealant: Designed for conventional glazing of glass and plastic, curtain wall sealing, solar and
replacement glazing.
h.Polyurethane: For joints in floors and sidewalks
i.Non-sagging,permanently elastic butyl or similar polymer. All interior location.
j.Fire or smoke sealant: U.L. approved non-hardening self adhering intumescent compound capable of
satisfying the CRC F and T stop requirements for their rated assemblies. Install around penetrations per
manufacturer installation requirements.
2.Primer: As recommended by sealant manufacturer for use with sealant and application on to the various
types of materials to which sealant is applied
3.Cleaners: Where required in lieu of primers, use those recommended by sealant manufacturer.
4.Joint filler: Must be compatible with sealant used and as recommended by sealant manufacturer.
5.Open cell neoprene or plastic foam "rod".
6.Felt tape: MIL-F-5656A, pressure-sensitive adhesive with interliner on one face, 1.5 mm thick.
7.Sealant bead or tape: Approved non-drying elastic polymer tape with asbestos or other inorganic filler, for
use below sill plates or thresholds.
8.Extruded neoprene: ASTM D 750.
9.Fillers and backing shall be free from oil or other staining elements and compatible with the sealant used.
Oakum and other types of absorptive materials shall not be used, including materials impregnated with
solvent of bituminous materials. Filler and backing material shall be of compressible nature.
D.Apply in accordance with manufacturer's and Trade Association's recommended installation instructions and
as indicated on drawings.
1.Joint Dimensions: No joint shall be less than 1/4 inch wide. Depth of sealant shall not be greater than the
width nor less than 1/4 inch. For joints one inch wide or greater, depth of sealant shall be at least 1/4 the
width.
2.Joint preparation
a.Perform in strict accordance with manufacturer's application instructions.
b.Remove protective coatings and prime when recommended from metal components so that sealant
adheres to base metal
3.Joint filler: Use where joints are deeper than 1/2 inch. Position accurately inside joint to within 1/2" of
surface, to establish and control the California design thickness of sealant. Where joints are over 3/4 inch
wide, place filler so that depth of joint to receive sealant does not exceed 1/4 inch.
4.Sealant placing: Apply material with sufficient pressure to completely fill the void space, to assure complete
wetting of contact area and to obtain California adhesion. During application, keep tip of nozzle at bottom of
joint, forcing sealant to fill from bottom of joint to top. Finish joints smooth and flush with adjacent surface
unless detailed otherwise. Modification of the sealant by addition of liquids, solvents, or powers are not
permitted.
E.California Energy Code Requirements for Caulking and Sealants
Exterior joints, seams, or penetrations in the building envelope that are sources of air leakage, shall be sealed
with durable caulking materials, closed with gasketing systems, taped or covered with moisture vapor-permeable
housewrap and shall comply with California Energy Code Section 110.7.
DOORS
A.Provide labor, material, equipment, and services necessary for the installation of all doors where shown on
the drawings and as noted herein.
B.Conduct all work in conformance with the CRC. Doors shall meet or exceed NWMA Industry Standard 1.5.1,
and the requirements of WIC for Custom Grade Door. Hardboard doors shall meet HSMA I.S.1.1-80 and
base hardboard Standard PS-58-75.
C.Provide door widths and heights as noted on door schedule with undercuts as required by most current CMC
at mechanically vented baths, and mechanically vented laundry rooms (verify finish floor material).
1.Entry Doors: Thickness, panel, core, color, and style as selected by Owner/Architect.
2.Exterior Doors: Laundry, water heater, meter and utility closet doors: 1 3/4" hollow core metal embossed 6
panel to match entry doors when noted. Color as selected by Owner/Architect. Provide integral louvered
metal vents with 1/4" grid galvanized wire fabric backing where required per door schedule.
3.Interior Doors: 1 3/8" thick, hardboard, hollow core, style as selected by Owner.
4.Bi-Pass Wardrobe: Per owner.
5.Garage Doors: Steel sectional door, size and detail as indicated on drawings.
6.Garage to Residence: CRC Section R302.5.1. Opening Protection: Openings from a private garage directly
into a room used for sleeping purposes shall not be permitted. Other openings between the garage and
residence shall be equipped with solid wood doors not less than 1 3/8 inches (35 mm) in thickness, solid or
honeycomb core steel doors not less than 1 3/8 inches (35 mm) thick, or 20-minute fire-rated doors. Doors
shall be self-closing and self-latching.
Exception: Where the residence and the private garage are protected by an automatic residential fire
sprinkler system in accordance with Sections R309.6 and R313, other door openings between the private
garage and the residence need only be self-closing and self-latching. This exception shall not apply to rooms
used for sleeping purposes.
D.Before installation, verify that openings are plumb and square and of proper dimension. Report frame defects
or unsuitable conditions to the general contractor before proceeding. Beginning of installation means
acceptance of existing conditions.
E.Install in accordance with California Energy Code Requirements and the manufacturer's printed installation
instructions, including, but not limited to the following to achieve watertight and freely operating installation.
1.Install sealant and related backing materials at perimeter of assembly where required. Exterior door frames
will have integral rabbetted stops. Vinyl weather-strip will be removed immediately after doors are set and
GENERAL NOTES CRC
A0-31
Client
Project No:23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
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No.Date Description
1606 N Mabury St
4/28/2025
safely put away until final hardware is installed.
2.Install accessory items as required.
ACCESS DOORS
A.Provide labor, material, equipment, and services necessary for the installation of all access doors where
shown on the drawings and as noted herein.
B.Before installation, verify that openings are plumb and square and of proper dimension. Report frame
defects or unsuitable conditions to the general contractor before proceeding. Beginning of installation means
acceptance of existing conditions.
C.Provide door widths and heights as noted on Drawings.
D.Provide additional access panels as required to service building systems and as required by authorities
having jurisdiction, although not shown on Drawings.
E.Submit proposed locations for access panels, not indicated on Drawings, to Architect for review prior to
rough-in.
F.Access panels in time-rated fire-resistive walls, partitions and ceilings shall carry same rating as required by
Code for the wall, partition or ceiling.
G.Install access panels in accordance with manufacturer's instructions and, for fire-rated access panels, in
compliance with requirements of listing authority.
H.Provide for correct termination of adjoining finish materials and weatherproof at exterior locations.
I.Adjust doors and operating hardware for proper and smooth operation.
SLIDING GLASS AND MIRRORED DOORS
A.Provide labor, material, equipment, and services necessary for the installation of all sliding glass and mirrored
doors where shown on the drawings and as noted herein.
B.Conduct all work in conformance with the California Residential Code, California Energy Requirements,
American Architectural Aluminum Manufacturers Association (AAMA), ANSI, AAMA 101-85 "Voluntary
Specifications for Aluminum Prime Windows and Sliding Glass Doors.", with materials in conformance with
ASTM standards for their designated use.
C.CRC Section R609.3. Aluminum, Vinyl, and Wood Exterior Windows and Glass Doors. Exterior windows and
sliding doors shall be tested by an approved independent laboratory and bear a label identifying
manufacturer, performance characteristics and approved inspection agency to indicate compliance with
AAMA/ WDMA/ CSA 101/ I.S.2/ A440. Exterior side-hinged doors shall be tested and labeled as conforming
to AAMA/ WDMA/ CSA 101/ I.S.2/ A440 or comply with Section R609.5. Exception: Decorative glazed
openings.
1.Exterior Sliding Glass Doors
a.Frame: Factory assembled with nail on fin.
b.Finish: As selected by Owner.
c.Size and Operation: As indicated in the construction documents.
d.Hardware: Factory installed. Finish as selected by Owner.
e.Weather-stripping: All units weather-stripped per California Energy Code.
f.Screens: Factory installed on all operating units. Finish as selected by Owner.
g.Muntins: Design as shown in the construction documents. Finish to match frame.
2.Mirrored Sliding Wardrobe Doors
a.Finish: As selected by Owner.
b.Size and Operation: As indicated on construction documents.
3.Glazing
a.Refer to Glass and Glazing notes. Glazing in doors will be tempered or safety glazed.
D.Installation
1.Before installation, verify that openings are plumb and square and of proper dimension. Report frame
defects or unsuitable conditions to the general contractor before proceeding. Beginning of installation means
acceptance of existing conditions.
2.Install in accordance with manufacturer's printed installation instructions, including, but not limited to the
following to achieve watertight and freely operating installation.
a.Install sealant and related backing materials at perimeter of assembly where required.
b.Install accessory items as required.
FINISH HARDWARE
A.Provide labor, material, equipment, and services necessary for the installation of finish hardware.
B.Conduct all work in conformance with the local building code, applicable disabled accessibility requirements
and local security requirements. Obtain all interacting types of hardware from a single manufacturer. At
fire-rated assemblies, provide hardware complying with NFPA and U.L. current testing standards appropriate
for rating required. Where emergency exit devices are required, provide properly "labeled" hardware. Provide
hardware templates for proper installation of hardware.
C.Door hardware for exterior and interior doors to be lever type selected by Owner. Thresholds to be bronze
anodized aluminum, or as selected by Owner. Doors to have a minimum of three (1 1/2 pair) hinges. Doors
greater than 1 3/8" thick, 36" wide, or 90" tall shall have a minimum of four (2 pair) hinges. Exterior out
swinging hinges to be nonferrous, with non-removable pins, interior hinges to have non-rising pins. No low
frequency use hinges are to be used.
D.Exterior Doors will have complete rigid stop applied type weather-stripping. Threshold weather-stripping as
detailed.
E.Installation shall be in accordance with local code and security requirements, manufacturer's instructions, and
as indicated on drawings for complete smooth and proper operation.
WINDOWS
A.Provide labor, material, equipment, and services necessary for the installation of windows complete with all
flashing and caulking where shown on drawings and as noted herein.
B.Conduct all work in conformance with the California Residential Code, American Architectural Manufacturer's
Association (AAMA), ANSI/AMI 101-85 "Voluntary Specifications for Windows and Sliding Glass Doors",
National Wood Window and Door Association I.S.2-93 and 101/I.S.2-97 Standards, ANSI/AMI 101-85
"Voluntary Specifications for Aluminum Prime Windows and Sliding Glass Doors:, and California Energy
Code requirements.
C.Selection
1.Windows: Shall be selected by Owner. Fixed, single hung, or horizontal sliding windows conforming to
Specification HS-B1 in ANSI A134.1 and AAMA 302.8 for residential windows, complete with screens; sizes
as indicated on plans.
2.Glazing: Refer to Glass and Glazing notes and related energy compliance calculations.
3.Size and Operation: As indicated in the construction documents. Manufacturer/ supplier shall provide
windows that meet all emergency exiting requirements of CRC Section R310.1 and notify architect if
drawings are in conflict.
4.California Energy Code Requirements: All new windows and doors must comply with California Energy Code
Section 110.6. All new windows and doors must display NFRC labels, clearly displaying U-values and SHGC
coefficients (for glazed area) for field verification. Re-used/unlabeled windows or doors must meet minimum
default values listed in the Code.
D.Installation
1.Verification of Conditions: Before installation, verify that openings are plumb and square and of proper
dimension. Report frame defects or unsuitable conditions to the general contractor before proceeding.
2.Install in accordance with manufacturer's printed installation instructions, including, but not limited to the
following to achieve watertight and freely operating installation.
a.Install sealant and related backing materials at perimeter of assembly where required.
b.Install accessory items as required.
GLASS AND GLAZING
A.Provide labor, material, equipment, and services necessary for the installation of glass and glazing where
shown on the drawings and as noted herein.
B.Conduct all work in conformance with CRC Section R308, Federal specification DD-G-451 for standard glass,
Federal specification DD-G-1403 for tempered glass, Flat glass marketing association "Glazing Manual",
"Safety Standards for Architectural Glazing Material" (16CFR 1201) issued by Consumer Safety Commission,
effective July 6, 1977, Insulating Glass Certification Council and California Energy Code requirements.
C.CRC Section R609. Exterior Windows and Door Assemblies. Exterior window and door assemblies shall be
tested in accordance with CRC Section 609.3.
D.CRC Section R308.4. Hazardous locations. The following shall be considered specific hazardous locations
for the purposes of glazing:
1.Glazing in all fixed and operable panels of swinging, sliding and bifold doors.
2.Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be hazardous
location where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the floor or
walking surface and it meets either of the following conditions:
2.1 Where the glazing is within a 24-inch (610 mm) of either side of the door in the plane of the door in a
closed position.
2.2 Where the glazing is on a wall perpendicular to the plane of the door in a closed
position and within 24 inches (610 mm) of the hinge side of an in-swinging door.
3.Glazing in an individual fixed or operable panel that meets all of the following conditions:
3.1 The exposed area of an individual pane is larger than 9 square feet ; and
3.2 The bottom edge of the glazing is less than 18 inches (457 mm) above the floor; and
3.3 The top edge of the glazing is more than 36 inches (914 mm) above the floor; and
3.4 One or more walking surfaces are within 36 inches (914 mm), measured horizontally and in a straight
line, of the glazing.
4.All glazing in railings regardless of area or height above a walking surface. Included are structural baluster
panels and nonstructural infill panels.
5.Glazing in enclosures for or walls facing hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers
where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above
any standing or walking surface.
6.Glazing in walls and fences adjacent to indoor and outdoor swimming pools, hot tubs and spas where the
bottom edge of the glazing is less than 60 inches (1524 mm) above a walking surface and within 60 inches
(1524 mm), measured horizontally and in a straight line, of the water's edge. This shall apply to single glazing
and all panes in multiple glazing.
7.Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking
surface when the exposed surface of the glazing is less than 60 inches (1524 mm) horizontal arc less than
180 degrees from the bottom tread nosing.
Exceptions are as stated in the CRC.
E.Installation will be in accordance with manufacturer's printed installation instructions.
FIBER-CEMENT EXTERIOR SIDING
A.Provide labor, material, equipment and services necessary for installation of fiber-cement siding where
shown on the drawings and noted herein.
B.Conduct all work in compliance with CRC Section R703.10, ANSI, ASTM, American Hardboard Association,
and ICC.
C.Materials:
1.Lap siding, color and pattern as selected by Architect/Owner.
2.CRC Section R703.10.2. Lap Siding. Fiber-cement lap siding having a maximum width of 12 inches (305
mm) shall comply with the requirements of ASTM C1186, Type A, minimum Grade II or ISO 8336 Category A
minimum Class 2. Lap siding shall be lapped a minimum of 11
4 inches (32 mm) and lap siding not having
tongue-and-groove end joints shall have the ends protected with caulking, covered with an H-section joint
cover, located over a strip of flashing or shall be designed to comply with Section R703.1. Lap siding
courses shall be installed with the fastener heads exposed or concealed, in accordance with Table
R703.3(1) or approved manufacturer's instructions
D.Install in accordance with manufacturer's installation instructions, CRC Section R703.10, and applicable state
and local codes.
EXTERIOR E.P.S. TRIM AND FINISH SYSTEM
A.Provide and install expanded polystyrene (E.P.S. or "foam") trim and finish systems consisting of E.P.S. Trim
and an outer acrylic plaster layer forming the protective finish coating per manufacturer specifications and
CRC Section R703.9.
B.CRC Section R316.4. Thermal Barrier. Unless otherwise allowed in Section R316.5 foam plastic shall be
separated from the interior of a building by an approved thermal barrier of minimum 1/2 inch (12.7 mm)
gypsum wallboard 23/32-inch (18.2 mm) wood structural panel or a material that is tested in accordance with
and meets the acceptance criteria of both the Temperature Transmission Fire Test and the Integrity Fire Test
of NFPA 275.
C.Materials
1.E.P.S., manufactured under stringent requirements and quality control.
2.A layer of reinforced mesh to prevent surface cracking - option: heavy duty fiberglass reinforcing mesh
designed for high impact areas. This layer to provide a strong, expandable, crack-free primer for the finish.
3.An adhesive for the E.P.S. trim and to embed the mesh and serve as a base for the finish.
4.The finish to be 100% acrylic synthetic materials with a range of applied textures and colors.
C. Installation
1.Apply exterior E.P.S. trim on epoxy over brown coat in accordance with manufacturer's installation
instructions.
2.Finish and color as selected by Owner.
3.Trim and screeds as recommended by manufacturer and as specified on architectural drawings.
D.Surface Burning Characteristics
1.Unless otherwise allowed in Section R316.5 all foam plastic or foam plastic cores used as a component in
manufactured assemblies used in building construction shall have a flame spread index of not more than 75
and shall have a smoke-developed index of not more than 450 when tested in the maximum thickness
intended for use in accordance with ASTM E 84 or UL 723. Loose-fill type foam plastic insulation shall be
tested as board stock for the flame spread index and smoke-developed index.
2.Exceptions as stated in CRC Section R316.3
ONE COAT STUCCO SYSTEM
A.Provide labor, material, equipment, and services necessary for the installation of a one-coat stucco system
where shown on the drawings and as noted herein.
B.Conduct all work in conformance with the ICC Report # ESR-1194 or approved equal, ASTM, SMA and
Plastering Information Bureau.
C.Provide Owner selected complete one-coat stucco system, ICC tested and approved, to show compliance
with applicable ICC Reports or approved equivalent.
D.Install in accordance with the manufacturer's printed installation instructions and best trade association's
standards of practice.
1.If control joints are required by finish coat manufacturer, the Architect is to be notified of proposed location
prior to field implementation.
THREE COAT STUCCO SYSTEM
A.Provide labor, material, equipment, and services necessary for the installation of a three-coat stucco system
where shown on the drawing and as noted herein.
B.Conduct all work in conformance with CRC Section R703.7, ASTM, SMA, and Plastering Information Bureau.
C.Provide Owner selected complete three-coat stucco system, ICC tested and approved as required by the
jurisdiction, to show compliance with indicated performances including, but not limited to the following:
1.Walls: 3-coat application (scratch brown finish) over stucco underlayment. See General Notes 3-Stucco
Underlayment for more information.
2.Finish coat: Integral color stucco, factory prepared mineral pigments.
3.Color as selected by Owner.
4.Accessories: all reinforcing beads, base screeds, control joints, etc., shall be of galvanized metal.
D.Install in accordance with the manufacturer's printed installation instructions and best trade association's
standards of practice.
1.Control joints shall be as required by finish coat manufacturer with the architect to be notified of proposed
locations prior to field implementation.
ADHERED STONE VENEER
A.A facing attached to a wall for the purpose of providing ornamentation, protection, or insulation, but not
counted as adding strength to the wall.
B.Conduct all work in conformance with the CRC, UL, ASTM, and the Masonry Institute of America.
C.Provide labor, material, equipment, and services necessary for the installation of adhered veneer where
shown on the drawings and as noted herein.
D.Stone veneer shall be installed per manufacturer's requirements, ICC Reports, and per CRC Section R703.8
and as amended by local amendments.
PAINTING (LOW V.O.C. PAINT IS REQUIRED)
A.Provide labor, material, equipment, and services necessary for the installation of all surfaces where shown on
the drawings and as noted herein.
B.Conduct work in compliance with the Painting and Decorating Contractors of America (PDCA), "Painting
Specification Manual".
C.The Owner will select all paint and stain products with the product selection being appropriate for the project's
climactic conditions. The interior colors to be selected by developer, exterior colors to be selected by
architect with owner's approval. Thinning of product is unacceptable.
D.Mix and apply paints and stains in accordance with manufacturer's printed installation instructions, including,
but not limited to the following minimum standards.
1.Surfaces shall be clean, dry and in a suitable condition for finish specified. Remove all oil, grease, bond
breaking agents, dust, mill scale and efflorescence.
2.Cracks, holes and knots shall be filled, sanded smooth, and sealed. Wood surfaces, except re-sawn wood,
shall be sanded smooth. Sanding dust shall be completely removed.
3.Paint should be complete before hardware is installed.
4.Interior and exterior rim and other finish work shall be backpainted, including cut ends, prior to installation to
minimize inconsistent shrinkage and moisture intrusion.
5.Each coat shall be uniformly applied, well brushed out, and free of brush marks, runs, sags or skips.
6.Paint finishes shall be cut sharply to line.
7.Subcontractor is responsible for any damage resulting from overspray, and for all necessary clean up.
8.Semi-gloss paint to be applied by brush or roller.
9.Paint all exposed edges of trim to match the trim face color.
10.Doors shall be painted on all six sides.
11.Touch up any imperfections in painted surfaces after installation of trim, base, counters, etc.
12.Protect all adjacent surfaces.
13.Application of the first coat constitutes acceptance of the surface.
14.Surplus paint will be provided to the Owner in unopened containers (amount as requested by Owner) for
maintenance touch-up work.
15.The painting contractor is responsible for the removal and proper disposal of all paint or stain materials and
supplies at job completion.
CERAMIC TILE
A.Provide labor, material, equipment, and services necessary for the installation of all ceramic tile work as
shown on the drawings and as noted herein.
B.Conduct all work in conformance with CRC Section R702.4, ICC evaluation reports and manufacturer's
installation requirements with materials in compliance with A.S.T.M. standards for their specific use.
C.Installation shall conform to Tile Council of America "American National Standard Specifications for the
installation of Ceramic Tile"; "Handbook for Ceramic Tile Installation" (current edition), all as amended by
Ceramic Tile Institute's recommendations.
D.Materials:
1.Countertops and splashes: as selected by Owner.
2.Hard tile flooring: as selected by Owner.
3.Grout: Color as selected by Owner.
4.Provide non-slip surface as tiled walking surfaces.
E.Contractor shall inspect details, and framing for appropriateness to installing ceramic tile. Report
deficiencies immediately in writing to the developer with a copy to the architect. Failure to do so, or
commencement of work without such notification, will constitute an acceptance by contractor of suitability of
previous work by others.
F.Verify all sizes and dimensions by taking field measurement prior to installation
G.Verify all openings as plumb, square and true.
H.Provide approved waterproof membrane at showers or tubs where ceramic tile finish is indicated.
I.Tile shall be thin set on floor areas except tubs or showers, with slip sheet under tile.
J.Mud set all other areas.
RESILIENT FLOORING
A.Provide labor, material, equipment, and services necessary for the installation of all sheet vinyl flooring as
shown on the drawings and as noted herein.
B.Conduct all work in conformance with the Resilient Tile Institute with materials in compliance with ASTM
standards for their specific use.
C.Owner's general contractor shall coordinate floorings subcontractor with framing and concrete contractors to
insure compatibility of adhesives and sub-floor surface texture, materials and preparation.
D.Materials
1.As selected by Owner.
2.Verify with acoustical report for material.
E.Install in accordance with manufacturer's printed installation instructions
F.Upon completion of installation of floor covering, adjacent work, and after materials have set, clean surfaces
as recommended by manufacturer.
GYPSUM BOARD
A.Provide labor, material, equipment, and services necessary for the installation of gypsum board complete
where shown on drawings and noted herein.
B.Conduct all work in conformance with CRC Section R702.3, ASTM, Gypsum Association GA-216
"Recommended Specifications for Applications and Finish of Gypsum Board" and the "American Standard
Notes for Application and Finishing of Gypsum Board", by the American National Standards Institute (ANSI).
C.Provide Gypsum Board at locations noted. Provide accessories at all locations as required for complete
system.
1.Wet Areas: Moisture resistant as required by CRC Section R702.3.7 and in thickness and locations
recommended by gypsum board manufacturer to occur at walls only.
2.Accessories:
a.Bullnose (90 degree right angle) corner bead at all external corners.
b.Corrosive resistive, L-type edge trim at all exposed edges.
c.Semi-rigid PVC flexible corner bead at radius openings.
d.Resilient channels, provide manufacturer's special shaped metal furring channel in gauge and spacing as
required for applicable fire or sound rated assemblies.
e.Tape and joint compound as recommended by gypsum board manufacturer.
f.Provide permanently resilient sealant at sound control joints as recommended by manufacturer.
g.Nail or screw per applicable code requirements. Refer to drawings for special nailing at shear walls and
fire/sound rated assemblies. The contractor at his option may substitute wallboard screws of equivalent
properties in lieu of nails as permitted by authority having jurisdiction. Fasteners at multiple layer applications
shall be sized accordingly. Fasteners where shear walls occur shall be lengthened by the thickness of the
sheathing to ensure the required embedment into support framing is maintained.
E.All gypsum board shall be of type, edge, configuration arrangement and maximum lengths available to
minimize end to end butt joints. All joints in finished surfaces shall be taped and finished with joint compound.
Reinforce all corners and conceal exposed nail or screw heads with joint compound. Metal trim shall be
applied tightly to gypsum board edges, plumb, level and true to plan, securely attached. All gypsum wall
board concealing tub nailing fins shall be aligned with adjacent wall planes such that the true wall plane is
maintained.
PLUMBING
A.Provide labor, material, equipment, and services necessary for the installation of a complete plumbing
system where shown on the drawings and as noted herein. The plumbing system is to operate according to
the best practices of the trade and including but not limited to: fixtures, hot, cold water and gas piping, soil
and vent piping, water heaters, pipe insulation, permits, fees, meters, deck drains, etc. (verify all drains and
overflow systems that tie in with underground drainage systems). Refer to plans by subcontractor or licensed
engineer for actual layout and specifications.
B.Conduct work in conformance with the California Plumbing Code.
C.Plumbing fixtures to be selected by Owner. Install in accordance with the best practice of this trade but not
limited to the following:
1.Rough-in shall be completed, tested and approved before closing in with other work.
2.Openings in pipes, drains, and fittings shall be kept covered during construction.
3.Provide solid backing for securing fixtures.
4.Provide clean-outs at ends of all lines and where required by codes.
5.Slope gas piping not less than 1/4 inch in 15 feet per 2019 CPC 1210.2.2.
6.Verify all fire and acoustic assembly requirements prior to installation. All plumbing penetrations through a
rated wall or ceiling, where occurs, shall comply with CRC and all applicable UL Listings.
7.Verify all clearances for water closets, lavs, etc. with appropriate accessibility requirements.
8.All showerheads will be low-flow models < 2.0 GPM.
HEATING AND AIR CONDITIONING
A.Provide labor, material, equipment, and services necessary for the installation of all heating and ventilating
systems where shown on the drawings and as noted herein. Refer to plans by subcontractor or licensed
engineer for actual layout and specifications. Installer to verify locations of register(s) and thermostat(s) with
owner prior to installation of interior finish.
B.Conduct work in conformance with the 2019 California Mechanical Code.
C.Installation
1.Equipment to comply with all applicable California Energy Code Standards. All equipment installation to be
per manufacturer's printed installation requirements. Verify all clearances required for equipment installation
with general contractor and equipment manufacturer. Verify all fire assembly requirements (back draft
dampers, etc. with plans prior to fabrication and installation). Verify all acoustical requirements before
installation.
2.Combustion Air:
a.Provide one opening within 12 inches of the floor and one opening within 12 inches of the ceiling. Where
connected to the outside air by vertical ducts, provide min. 1 sq. in. for each 4,000 BTU's. Where connected
to the outside air by horizontal ducts, provide min. 1 sq. in. for each 2,000 BTU's.
b.Where one opening is provided, locate opening within 12" of the ceiling and provide min. 1-sq. in. for
each 3,000 BTU's.
D.CRC Section R303.1. Habitable rooms. All habitable rooms shall have an aggregate glazing area of not less
than 8 percent of the floor area of such rooms. Natural ventilation shall be through windows, skylights, doors,
louvers or other approved openings to the outdoor air. Such openings shall be provided with ready access or
shall otherwise be readily controllable by the building occupants. The minimum openable area to the
outdoors shall be not less than 4 percent of the floor area being ventilated. Mechanical Ventilation may be
provided in lieu of Natural Ventilation in accordance with CRC Sections R303.1.1, R303.3 and R303.5.
E.CRC Section R303.2. Adjoining rooms. For the purpose of determining light and ventilation requirements,
any room shall be considered as a portion of an adjoining room when at least one-half of the area of the
common wall is open and unobstructed and provides an opening of not less than one-tenth of floor area of
the interior room but not less than 25 square feet.
F.CRC Section R303.3. Bathrooms. Bathrooms, water closet compartments, and other similar rooms shall be
provided with aggregate glazing area in windows of not less than 3 square feet, one-half of which is
openable.
G.Contaminant sources in naturally ventilated spaces shall be removed in accordance with the CRC, Section
R303.5.1, 2016 California Mechanical Code and the 2019 California Fire Code.
H.Where natural ventilation is to be provided by openings onto yards or courts, such yards or courts shall
comply with CRC Section R303.8.
F.CRC Section R303.9 Required heating. When the winter design temperature in Table R301.2(1) is below
60°F (16°C), every dwelling unit shall be provided with heating facilities capable of maintaining a minimum
temperature of 68°F (20°C) at a point 3 feet (914 mm) above the floor and 2 feet (610 mm) from exterior
walls in all habitable rooms at the design temperature. The installation of one or more portable space heaters
shall not be used to achieve compliance with this section.
G.The following items shall comply with the 2019 California Energy Code as stated therein.
2.HVAC System.
3.Thermostats.
4.Heat pumps.
5.Ducts and Plenums.
6.Duct and Plenum Insulation.
ELECTRICAL
A.Provide labor, material, equipment, and services necessary for the installation of a complete electrical system
where shown on the drawings and as noted herein. Refer to plans by licensed engineer for layouts, service
runs details and general notes.
B.Conduct work in conformance with the 2019 California Electrical Code, Underwriters Laboratories, Inc.
(U.L.)., and the ASTM.
C.All materials shall be new and of the same manufacturer for each class or group of equipment. Materials shall
be listed and approved by Underwriter's Laboratories, Inc. and shall bear the inspection label where subject
to such approval. Materials shall meet with the approval of the division of industrial safety and all governing
bodies having jurisdiction. Materials shall be manufactured in accordance with applicable standards.
1.Underground service, one meter per unit, size per electrical requirements.
2.Verify meter location and all requirements with governing utility company.
3.Switch plates, covers, etc.: as selected by Owner.
4.Fixtures: as selected by Owner.
5.Smoke detectors, exhaust fans, etc.: as selected by Owner.
6.Sealed plate covers.
D.CRC Section R314.1.1 Smoke detection and notification. All smoke alarms shall be listed in accordance
with UL 217 Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 217
and UL 2034. Systems and components shall be California State Fire Marshall listed and approved in
accordance with California Code of Regulations, Title 19 , Division 1 for the purpose for which they are
installed.
1.CRC Section R314.6. Power Source. Smoke alarms shall receive their primary power from the building
wiring provided that such wiring is served from a commercial source and shall be equipped with a battery
backup. Smoke alarms with integral strobes that are not equipped with battery backup be connected to an
emergency electrical signal. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be
permanent and without a disconnecting switch other than as required for overcurrent protection.
2.CRC Section R314.4. Interconnection. Where more than one smoke alarm is required to be installed within
an individual dwelling or sleeping unit, the smoke alarms shall be interconnected in such a manner that the
activation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in
all bedrooms over background noise levels with all intervening doors closed.
3.Exceptions as stated in CRC Section R314.4 and 314.6
4.Additional requirements as stated in CRC Section R314.8 for R-3 occupancies.
E.CRC Section 315. Carbon Monoxide Alarms.
1.CRC Section 315.2.1 and R315.5 Power Source. For existing buildings and new construction carbon
monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist.
1.1 The dwelling unit contains fuel-fired appliance or fireplace
1.2 The dwelling unit has an attached garage with an opening that communicates with the dwelling unit.
2.CRC Section 315.5 Power Source. Carbon Monoxide shall receive their primary power from the building
wiring where such wiring is served from a commercial source and, where primary power is interrupted, shall
receive power from battery. Wiring shall be permanent and without a disconnecting switch other than those
required for a overcurrent protection. Exceptions stated in CRC Section 315.5
3.CRC Section R315.1.7 Interconnection. Where more than one carbon monoxide alarm is required to be
installed within the dwelling unit or within a sleeping unit in group R occupancies, the alarms shall be
interconnected in a matter that activation of one alarm shall activate all the alarms in the individual unit.
Exceptions stated in CRC Section 315.7
4.CRC Section R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034.
Combination Carbon monoxide and smoke alarms shall be listed in accordance with UL 2034 and
UL 217.
No person shall install, market, distribute, offer for sale or sell any carbon monoxide device in the State of
California unless the device and instructions have been approved and listed by the office of the State Fire
Marshall . Per R315.3 Carbon monoxide alarms in dwelling units shall be installed and maintained in
accordance with manufacturer's published instructions in the following locations:
a.Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s).
b.On every level of a dwelling unit including basements.
c. Where a fuel burning appliance is located within a bedroom or its attached bathroom, a carbon
monoxide shall be instyalled within the bedroom
5.CRC Section R315.4 Combination alarms. Carbon monoxide alarms and smoke alarms shall be permitted
to be used in lieu of carbon monoxide alarms. Combination Carbon Monoxide / smoke alarms shall comply
with Section R315 and all requirements for listing and approval by the Office of the state Fire Marshall for
smoke alarms.
FIREPLACE WITHIN A DWELLING UNIT
A.Gas fireplace installed within a dwelling unit shall comply with the following requirements:
1.Per CRC Section R1006.1, Fireplaces shall be equipped with an exterior air supply unless
room is mechanically ventilated and controlled so that the indoor pressure is neutral or
positive. Exterior combustion air ducts for factory-built fireplaces shall be a listed
component of the fireplace and shall be installed per manufacturer's instructions.
1.1 The exterior air intake shall be capable of supplying all combustion air from the
exterior of dwelling or from spaces within the dwelling ventilated with outdoor air such
as nonmechanically ventilated crawl or attic spaces. The Exterior air intake shall not be
located within garage or basement of the dwelling. The exterior air intake, for other
listed factory-built fireplaces, shall not be located at an elevation higher than firebox.
The exterior air Intake shall be covered with a corrosion-resistant screen of 1/4-inch
(6 mm) mesh. CRC Section R1006.2
2.Per CMC Section 902.2 - Appliances shall not be installed so its combustion, ventilation,
and dilution air are obtained from a bedroom or bathroom unless the bedroom or
bathroom has the required volume in accordance with Section 701.4. [NFPA 54:10.1.2].
PREFABRICATED FIREPLACES
A.Provide labor, material, equipment, and services necessary for the installation of all prefabricated fireplaces
as shown on the drawings and as noted herein.
B.Conduct all work in conformance with CRC Chapter 10, as applicable, ICC Evaluation Service Reports,
SMACNA "Architectural Sheet Metal Manual", with materials in compliance with ASTM standards for their
specific use.
C.Materials:
1.Manufacturer, size and/or model as noted on plans or as specified by Owner in bid instructions.
2.Accessories such as, but not limited to, flues, chimneys, termination caps and spark arresters as specified
and/or approved by the fireplace manufacturer.
D.Contractor shall inspect details and previous work by others for appropriateness to installing prefabricated
fireplaces. Report deficiencies immediately in writing to the developer with a copy to the architect. Failure to
do so, or commencement of work without such notification, will constitute an acceptance by contractor of
suitability of previous work by others.
E.Verify all sizes and dimensions by taking field measurements prior to installation.
F.Fireplaces and accessories shall be installed with strict adherence to manufacturer's written
recommendations and all applicable building and mechanical codes.
G.Gas or liquid fuel fireplaces shall have dampers that remain permanently open.
H.Refer to landscape drawings for all information regarding exterior fireplaces.
110V. POWER FOR MAIN. AT EQUIP.
FLUORESCENT LIGHT AT EQUIPMENT,
USE OCCUPANT SENSOR TO
OPERATE LIGHT
ATTIC VENTILATION MAY ALSO SERVE
AS COMBUSTION AIR SOURCE IF > 1
SQ.IN. FOR EACH 3,000 BTU.
22"x30" PROVIDED EQUIPMENT WILL
FIT THROUGH OPENING
PLYWOOD ACCESS WAY MINIMUM 24"
WIDE FROM ATTIC ACCESS TO EQUIP,
AND 30" WIDE AT SERVICEABLE SIDES
OF MACHINE.
MOUNT HVAC EQUIP. ON VIBRATION
ISOLATOR PADS OR SUSPEND FROM
TRUSSES WITH APPROVED HANGERS.
ATTIC
ACCESS
30
"
M
I
N
.
CL
R
.
A
T
OP
E
N
I
N
G
20'-0" MAX.
42
"
M
I
N
I
M
U
M
CL
R
.
A
T
FA
U
U
N
I
T
RE
C
O
M
M
E
N
D
E
D
.
VE
R
I
F
Y
W
I
T
H
ME
C
H
.
FAU IN ATTIC
FG
GENERAL NOTES CRC
(CONT.)
A0-32
Client
Project No:23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
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No.Date Description
1606 N Mabury St
4/28/2025
MAX STEP
HEIGHT 7 3/4"
1
SLOPE
1/4" / FT
SL
O
P
E
1/
4
"
/
F
T
1
MAX STEP
HEIGHT 7 3/4"
3'
-
0
"
2'
-
1
1
/
2
"
3'-0"
2'-3 1/2"6'-0"
3'
-
0
"
GARAGE
8 0 CLG.
(FROM F.FL.)
CONCRETE
20'-0"
20
'
-
1
"
DEMO OPENING/WALL
DEMO DOOR
SLAB INTERFACE NOTES
CONCRETE STOOP
NOTES:
THIS DRAWING IS FOR ARCHITECTURAL DIMENSIONAL PURPOSES ONLY. REFER
TO STRUCTURAL & TENSION DRAWINGS FOR PRECISE DIMENSIONS, CURB
WIDTHS, GARAGE-SLAB SLOPES, UNIT / GARAGE SLAB STEP, FOOTINGS,
STRUCTURAL DETAILS, HARDWARE AND ALL STRUCTURAL REQUIREMENTS.
1
SLAB EDGE PLAN
AND DEMO PLAN
A1-01SCALE : =SLAB EGE PLAN 1/4"11'-0"
Client
Project No:23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
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No.Date Description
SCALE : =DEMO PLAN 1/4"11'-0"
1606 N Mabury St
4/28/2025
306
8
266
8
BATH
8 0 CLG.
266
8
26
3
0
S
L
KITCHEN
8 0 CLG.
LIVING
8 0 CLG.
20'-0"
SUB-PANEL
TANKLESS
WATER HEATER AC CONDENSER
A
1
2
3
4
5
166
86
1
2
4
3
7 5
6
2,460 SQ. IN.
1'
-
3
"
1'
-
3
"
2'-9"
10'-11 1/2"3'-3 1/2"5'-9"
20
'
-
1
"
9'
-
7
"
7'
-
1
1
"
2'
-
7
"
3'
-
7
1
/
2
"
5'-3 1/2"
6'-5"2'-3 1/2"
1'
-
7
"
1'
-
0
"
1'-3 1/2"
1'-8"
1'-9 1/2"
3'
-
7
"
4'
-
4
1
/
4
"
22
--
3
3
-
-
SQUARE FOOTAGE
ADU 402 SQ. FT.
TYPICAL EXTERIOR WALL
SYSTEM: R-15
2X4 OR 2X6 STUDS AT 16"
O.C. (PER PLAN) WITH 1/2"
DRYWALL OVER.
R-30 + R-15 ROOF ATTIC INSULATION
LIVING
8'
-
1
"
T.O.PL.
F.FL.
LIVING KITCHEN 8'
-
1
"
6'
-
8
"
T.O.PL.
F.FL.
HEADER HT.
13
'
-
4
1
/
2
"
BUILDING HEIGHT
KEYNOTES
DOUBLE SINK WITH GARBAGE DISPOSAL
DISHWASHER ( 24" WIDE X 24" DEEP W/ AIR GAP) VERIFY DIMENSIONS WITH
MANUFACTURER.
30" CLEAR REFRIGERATOR SPACE (PROVIDE RECESSED COLD WATER BIB AND
SHUT-OFF FOR ICE-MAKER ) W/ PRE-PLUMB REVERSE OSMOSIS
30" GAS SLIDE-IN w/ LIGHT AND FAN AND MICROWAVE ABOVE.
SHOWER PAN WITH 6'-0" ( MIN. ) TILE SURROUND OVER 'HARDI-BACKER' OR
APPROVED EQUAL BOARD W/ TEMPERED GLASS SHOWER ENCLOSURE. CONTROL
VALVES TO BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER
THE CPC
30" X 30" ATTIC ACCESS MIN. WITH 30" MIN CLEAR HEADROOM PROVIDED FAU MAY
PASS THROUGH PER THE CRC. PROVIDE SWITCH LIGHT, 110 V OUTLET AND 24"
PLATFORM TO FAU. PROVIDE A VINYL FOAM WEATHER-SEAL TO COMPLY W/ IECC
STACKED WASHER & DRYER SPACE WITH SMITTY PAN. PROVIDE RECESSED
WATER CONNECTIONS & DRYER VENT TO OUTSIDE AIR PER C.M.C. SECTION
504.3.2. CLOTHES DRYER MOISTURE EXHAUST DUCT MUST BE 4 INCHES IN
DIAMETER AND 14' MAXIMUM LENGTH WITH 2 ELBOWS, UNLESS CALCULATIONS
ARE PROVIDED. THE DUCT LENGTH SHALL BE REDUCED BY 2 FT FOR EVERY
ELBOW IN EXCESS OF TWO. SEE MECHANICAL DRAWINGS FOR VENTS EXCEEDING
14' IN LENGTH.
NOTES
1.REFER TO INTERIOR ELEVATIONS FOR KITCHEN, BATH AND SERVICE ROOM
FINISHES.
2.ALL GLAZING SHALL COMPLY WITH THE CALIFORNIA RESIDENTIAL CODE AND
LOCAL ORDINANCES. REFER TO THE ENERGY CODE COMPLIANCE REPORT FOR
'U'-VALUE OF ALL GLAZING.
3.REFER TO GENERAL NOTE SHEETS FOR THE GENERAL CONSTRUCTION
METHODS AND CONDITIONS.
4.ALL EXTERIOR DOORS OF CONDITIONED SPACES SHALL BE FULLY WEATHER
STRIPPED.
5.CEILING AND SOFFIT HEIGHTS INDICATED ON PLANS ARE NOMINAL DIMENSIONS.
CEILING HEIGHTS NOTED AS 7'-0" WILL HAVE A ROUGH FRAMED HEIGHT OF 7'-1".
7'-0" CLEAR FINISHED OPENING IS REQUIRED PER THE CALIFORNIA RESIDENTIAL
CODE
6.EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR
OPENING OF NOT LESS THAN 5.7 SQ. FT. THE NET CLEAR HEIGHT OPENING
SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT
LESS THAN 20 INCHES. IT SHALL HAVE THE BOTTOM OF THE CLEAR OPENING
NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR.
7.VENTING SYSTEMS SHALL TERMINATE AT LEAST (4) FEET FROM A PROPERTY
LINE PER THE CMC.
BUILDING DEPARTMENT NOTES:
1.
THE STREET ADDRESS SHALL BE POSTED ON THE BUILDING IN SUCH A POSITION
TO BE PLAINLY LEGIBLE FROM STREET FRONTING THE PROPERTY. MUST BE
ILLUMINATED.
2.SEE ENERGY CODE COMPLIANCE REPORT FOR INSULATION VALUES.
3.
EXCEPT WHERE OTHERWISE NOTED IN THE CRC ALL FOAM PLASTIC OR FOAM
PLASTIC CORES IN MANUFACTURED ASSEMBLIES USED IN BUILDING
CONSTRUCTION SHALL HAVE A FLAME-SPREAD RATING OF NOT MORE THAN 75
AND SHALL HAVE A SMOKE-DEVELOPED RATING OF NOT MORE THAN 450 WHEN
TESTED IN THE MAXIMUM THICKNESS INTENDED FOR USE IN ACCORDANCE WITH
ASTM E 84.
2X4 STUDS AT 16" o.c. U.N.O.
2X6 STUDS AT 16" o.c. U.N.O.
INTERIOR SOFFIT
4.IN AREAS WHERE EXPANSIVE OR COLLAPSIBLE SOILS ARE KNOWN TO EXIST, ALL
DWELLINGS SHALL HAVE A CONTROLLED METHOD OF WATER DRAINAGE FROM
THE ROOFS TO GROUND SURFACE. AT LEAST 5 FEET FROM FOUNDATION WALLS
TO AN APPROVED DRAINAGE SYSTEM PER THE CRC .
5.FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM
BACKERS OR FIBER-REINFORCED GYPSUM BACKERS IN COMPLIANCE WITH ASTM
C 1288, C 1325, C 1178 OR C 1278, RESPECTIVELY, AND INSTALLED IN
ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS
BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN
SHOWER AREAS. PER THE CRC.
6.A 10 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED
NOT LESS THAN 6 INCHES SHALL BE PLACED BETWEEN THE CONCRETE FLOOR
SLAB AND THE PREPARED SUBGRADE PER CRC R506.2.3. WHEN A VAPOR
RETARDER IS REQUIRED, A CAPILLARY BREAK SHOULD BE INSTALLED PER
CGBSC 4.505.2.1.
1
2
3
4
5
6
7
FLOOR PLAN &
BUILDING SECTIONS
A1-02SCALE : =FLOOR PLAN 1/4 11'-0"
Client
Project No:23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
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No.Date Description
WINDOW SCHEDULE:U-FACTOR: 0.3 SHGC: 0.23
A NEW 2'-6"3'SLIDER VINYL WHITE
W H TYPE MATERIAL FINISH
DOOR SCHEDULE:
1 NEW 3'6'-8"SOLID CORE DOUGLAS FIR
NEW 2-6"6'-8"HOLLOW CORE WOOD
NEW 2'-6"6'-8"LOUVERED WOOD
NEW 6'6'-8"SLIDING DOOR WOOD
NEW 5'6'-8"BI-PASS WOOD
NEW 1'-6"6'-8"SOLID CORE DOUGLAS FIR
W H TYPE MATERIAL
2
3
4
5
6
SCALE : =SECTION 1/4 21'-0"
SCALE : =SECTION 1/4 31'-0"
1606 N Mabury St
4/28/2025
100 AMPS
SUB PANEL
WP
S
WP
S
MOTION SENSOR/
PHOTOCELL
MOTION SENSOR/
PHOTOCELL
H.B.
VP
SSSvs
F.G.CWHW
FOR ELEC
CLOTHES DRYER
CWF.G.
GFCI BELOW
FOR COOKTOP
+80" GFCI
FOR HOOD,
RANGE HOOD
160 CFM FOR
ELECTRIC
RANGE AND 280
CFM FOR GAS
RANGE
KITCHEN HOOD,
3 SONE MAX
FOR ELECTRIC
COOKTOP
S
+48"
+48"
+48"+48"
S
C
CL
S
UTILITY PLAN
A1-03SCALE : =UTILITY PLAN 1/4 11'-0"
Client
Project No:23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
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No.Date Description
UTILITY LEGEND
SWITCH ON VACANCY SENSOR
SWITCH ON DIMMER
VP VAPOR PROOF FIXTURE
WP WEATHERPROOF FIXTURE OR OUTLET
K KEYLESS LIGHT FIXTURE
110 OUTLET
110 OUTLET WITH USB
1/2 HOT DUPLEX
QUAD PLEX
220 DUPLEX
GFCI DUPLEX (GFCI & AFCI DUPLEX AT KITCHEN AND LAUNDRY)
GFCI DUPLEX (GFCI & AFCI 1/2 HOT DUPLEX AT KITCHEN)
220 DISCONNECT
SWITCH
SWITCH (3-WAY)
SWITCH (4-WAY)
JUNCTION BOX (SHALL BE CONTROLLED BY DIMMER, VACANCY
SENSOR, OR FAN SPEED CONTROL IF NO FIXTURE INSTALLED)
HIGH EFFICACY CEILING MOUNTED LIGHT
HIGH EFFICACY RECESSED CAN LIGHT
HIGH EFFICACY PENDANT LIGHT
HIGH EFFICACY WALL MOUNTED LIGHT
HIGH EFFICACY UNDER CABINET FIXTURE
ADDRESS LIGHT - HIGH EFFICACY
SURFACE MOUNTED FIXTURE
HIGH EFFICACY TRACK LIGHT
HIGH EFFICACY EYEBALL LIGHT
THERMOSTAT
PUSHBUTTON
CHIMES
OPTIONAL SECURITY
110V SMOKE DETECTOR TO SOUND ALARM AUDIBLE IN ALL
SLEEPING AREAS BE HARDWIRED WITH BATTERY BACKUP AND
INTERCONNECTED
CARBON MONOXIDE DETECTOR INTERCONNECTED
COMBINATION CARBON MONOXIDE/SMOKE DETECTOR TO SOUND
ALARM AUDIBLE IN ALL SLEEPING AREAS. HARDWIRE WITH
BATTERY BACKUP AND INTERCONNECTED
EXHAUST FAN 50 CFM MIN WITH HUMIDISTAT.
COMBINATION OF EXHAUST FAN & HIGH EFFICACY LIGHT
WHOLE BUILDING VENTILATION FAN
CEILING FAN
TELEPHONE OUTLET W/ "CATEGORY V" WIRE
TV OUTLET W/ RG-6 COAXIAL CABLE
"CATEGORY V" WIRE W/ RG-6 COAXIAL CABLE
FUEL GAS
FIREPLACE KEY (LOOSE)
ELECTRICAL PANEL. MIN. SIZE 3-WIRE, 100-AMP PANEL. VERIFY
SIZE & LOCATION
ELECTRIC VEHICLE SERVICE EQUIPMENT
HOSEBIB WITH NON-REMOVABLE BACKFLOW PREVENTION DEVICE
RECESSED STUB-OUT FOR ICE-MAKER
FS FIRE SPRINKLER RISER
UTILITY NOTES
1.FUEL BURNING EQUIPMENT SHALL BE EQUIPPED WITH AN APPROVED
AUTOMATIC MEANS WHICH WILL SHUT OFF FUEL SUPPLY TO EQUIPMENT IN THE
EVENT OF IGNITION OR FLAME FAILURE PER CMC AND CPC.
2.GAS PIPING EXTENDING THROUGH FOUNDATION WALL SHALL BE SLEEVED AND
HAVE ITS OPENING SEALED ON OUTSIDE PER CPC 1211.0.
3.ALL RECEPTACLES THAT SERVE THE COUNTER AREA SHALL BE AFCI & GFCI
PROTECTED IN KITCHEN AND LAUNDRY AREAS PER CEC 210.52 (C) & 210.12 (A).
4.IN ALL AREAS SPECIFIED IN CEC 210.52, ALL 125-VOLT, 15 AND 20 AMP
RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER CEC
406.12 (A).
EXCEPTIONS:
1. RECEPTACLES LOCATED MORE THAN 1.7 M (5'-6") ABOVE THE FLOOR
2. RECEPTACLES THAT ARE PART OF A LUMINAIRE OR APPLIANCE.
3. SINGLE RECEPTACLE OR A DUPLEX RECEPTACLE OR TWO APPLIANCES
LOCATED WITHIN A DEDICATED SPACE FOR EACH APPLIANCE THAT, IN NORMAL
USE, IS NOT EASILY MOVED FROM ONE PLACE TO ANOTHER AND THAT IS CORD
AND PLUG CONNECTED.
5.PROVIDE TWO OR MORE 20-AMP SMALL-APPLIANCE BRANCH CIRCUITS FOR ALL
RECEPTACLE OUTLETS SPECIFIED BY CEC 210.52 (B) PER CEC 210.11 (C)(1).
PROVIDE A DEDICATED 20-AMP BRANCH CIRCUIT TO SUPPLY THE LAUNDRY
RECEPTACLE PER CEC 201.11 (C)(2). BATHROOM BRANCH CIRCUITS - AT LEAST
ONE 20-AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM
RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER
CEC 210.11(C)(3).
6.ALL 120-VOLT, SINGLE-PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS,
RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR
ROOMS OR AREAS SHALL BE PROTECTED BY LISTED ARC-FAULT CIRCUIT
INTERRUPTER (AFCI), COMBINATION TYPE, INSTALLED TO PROVIDE
PROTECTION OF THE BRANCH CIRCUIT PER CEC 210.12 (A)(1).
7.PROVIDE A GROUNDING ELECTRODE SYSTEM PER CEC 250.50 - 20 FEET BARE
COPPER #4 CONCRETE ENCASED UFER.
8.PROVIDE MECHANICAL VENTILATION AND APPLICABLE CONTROLS IN ALL
ROOMS CONTAINING BATHING FIXTURES PER CRC R303.3 EXCEPTION AND CMC
CHAPTER 4.
9.USE CAT-5 FOR STANDARD TELEPHONE WIRING
10.ALL RECESSED CAN LIGHTS SHALL BE AIRTIGHT AND IC RATED AND MEET
JA8-2016/JA-2016-E REQUIREMENTS PER CALIFORNIA ENERGY CODE SECTION
150.0(K)(C).
11.PROVIDE UV RESISTANT COVERING AT AC CONDENSER FOR SUCTION LINE
INSULATION AT EXPOSED EXTERIOR LOCATIONS.
12.KITCHEN HOOD FAN SHALL HAVE A MIN. AIR FLOW OF 110 CFM AND BE
EXHAUSTED TO THE OUTDOORS.
13.GENERAL PROVISIONS. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM,
LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION
ROOM, OR SIMILAR ROOM, OR AREA OF DWELLING UNITS, RECEPTACLE
OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH THE GENERAL
PROVISIONS SPECIFIED IN THE FOLLOWING ARTICLES. SPACING CEC
210.52(A)(1), WALL SPACE CEC 210.52(A)(2) & FLOOR RECEPTACLES CEC
210.52(A)(3).
14.COUNTERTOPS: IN KITCHEN & DINING ROOMS OF DWELLING UNITS,
RECEPTACLE OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH THE CEC.
NO MORE THAN (5) DUPLEX RECEPTACLE OUTLETS SERVING THE REQUIRED
COUNTERTOP RECEPTACLES SHALL BE INSTALLED ON ANY SMALL APPLIANCE
BRANCH CIRCUIT PER THE CEC.
15.PROVIDE 1 FOOT CANDLE ON EVERY STAIR TREAD AND LANDING PER THE CRC
R303.7.
16.THE FOLLOWING FASTENED-IN-PLACE APPLIANCES ARE REQUIRED TO HAVE A
SEPARATE MINIMUM 20-AMPERE CIRCUIT: DISHWASHER, TRASH COMPACTOR,
MICROWAVE OVEN, AND HYDRO-MASSAGE BATHTUB. THE CLOTHES WASHER
CIRCUIT MAY SERVE ONE (1) ADDITIONAL OUTLET IN THE LAUNDRY AREA PER
CEC 210.11 (C).
17.IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA
OF A DWELLING UNIT, THE TWO OR MORE 20-AMPERE SMALL-APPLIANCE
BRANCH CIRCUITS REQUIRED BY 210.11(B) SHALL SERVE ALL WALL AND FLOOR
RECEPTACLE OUTLETS COVERED BY 210.52(A), ALL COUNTERTOP OUTLETS
COVERED BY 210.52(C), AND RECEPTACLE OUTLETS FOR REFRIGERATION
EQUIPMENT PER CEC 210.52(B)(1).
18.THE MAXIMUM NUMBER OF OUTLETS ON A 20-AMPERE , 125-VOLT CIRCUIT USED
EITHER EXCLUSIVELY FOR RECEPTACLES OR EXCLUSIVELY FOR LIGHTING
FIXTURES OR FOR ANY COMBINATION OF RECEPTACLES AND LIGHTING
FIXTURES SHALL BE 12 PER CEC210.20 (B)(2) AND TABLE 210.21(B)(2).
19.OUTLET BOXES OR OUTLET BOX SYSTEMS USED AS THE SOLE SUPPORT OF A
CEILING-SUSPENDED (PADDLE) FAN SHALL BE LISTED, SHALL BE MARKED BY
THEIR MANUFACTURER AS SUITABLE FOR THIS PURPOSE, AND SHALL NOT
SUPPORT CEILING-SUSPENDED (PADDLE) FANS THAT WEIGH MORE THAN 32KG
(70 LB). FOR OUTLET BOXES OR OUTLET BOX SYSTEMS DESIGNED TO SUPPORT
CEILING-SUSPENDED (PADDLE) FANS THAT WEIGH MORE THAN 16 KG (35 LB),
THE REQUIRED MARKING SHALL INCLUDE THE MAXIMUM WEIGHT TO BE
SUPPORTED PER CEC 314.27(C).
20.ALL LUMINAIRES (FIXTURES) INSTALLED IN DAMP LOCATIONS SHALL BE
MARKED, "SUITABLE FOR WET LOCATIONS" OR "SUITABLE FOR DAMP
LOCATIONS" PER CEC 410.10(A).
21.FOR ALL EMPTY J-BOXES MORE THAN 5' ABOVE THE FLOOR: EMPTY J-BOXES
WITH UNINSTALLED FIXTURES SHALL NOT EXCEED TOTAL NUMBER OF
BEDROOMS, AND SHALL BE ON A VACANCY SENSOR, DIMMER, OR FAN SPEED
CONTROL PER CALIFORNIA ENERGY CODE SECTION 150.0(K)1.B.
22.ALL INDOOR AND OUTDOOR LIGHTING TO BE HIGH EFFICACY PER CALIFORNIA
ENERGY CODE SECTION 150.0(K)1.A.
23.ALL BELOW CABINET LIGHTING TO BE SWITCHED SEPARATELY PER CALIFORNIA
ENERGY CODE SECTION 150.0(K)2.L.
24.WHOLE BUILDING VENTILATION FAN SIZE AND DUCTED PER ASHRAE 62.2-2007. 1
SONE MAX. SEE CF-1R & MF-1R FOR ADDITIONAL INFO. (FAN IS SWITCHED
SEPARATELY FROM THE LIGHTING. PROVIDE LABEL NEXT TO SWITCH STATING
THE FAN CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING IS
OCCUPIED, UNLESS THERE IS SEVERE OUTDOOR AIR CONTAMINATION.)
25.SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND CRC R314. SMOKE ALARMS
SHALL BE LISTED IN ACCORDANCE WITH UL 217. COMBINATION SMOKE AND
CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217
AND UL 2034 AND COMPLY WITH CRC 315.4.
26.CARBON MONOXIDE ALARMS SHALL COMPLY WITH CRC R315. CARBON
MONOXIDE SHALL BE LISTED IN ACCORDANCE WITH UL 2034.
27.OUTDOOR LIGHTING MUST BE CONTROLLED BY AN ON/OFF SWITCH AND:
- PHOTOCELL AND MOTION SENSOR OR
-PHOTO-CONTROL AND AUTOMATIC TIME SWITCH OR
-ASTRONOMICAL TIME CLOCK OR
-AN ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) PER CALIFORNIA ENERGY
CODE SECTION 150.0(k)3.A.
28.ELECTRIC VEHICLE CHARGING STATION TO COMPLY WITH CEC ARTICLE 625.
OUTLET(S) INSTALLED FOR THE PURPOSE OF CHARGING ELECTRIC VEHICLES
ARE REQUIRED TO BE SUPPLIED BY A SEPARATE BRANCH CIRCUIT WITH NO
OTHER OUTLETS.
29.FLUORESCENT LIGHT FIXTURES SHALL BE CONTROLLED BY PIN-BASED
BALLAST OR GU-24 SOCKET.
30.ELEC SUB PANEL - 100A: PER CALGREEN SECTION 4.106.4.1.1 PROVIDE 40A
DEDICATED CIRCUIT LABELED EV CAPABLE
31.ADU ELEC SUB PANEL - 100A - DIDICATED CIRCUITS INCLUDE THE FOLLOWING:
31.1 TANKLESS WATER HEATER - 125V 20A
31.2 ELECTRIC COOK TOP - 240V 50A
31.3 ELECTRIC CLOTHES DRYER - 240V 30A
32.ESS READY INTERCONNECTION WITH A MINIMUM BACKED-UP CAPACITY OF 60A
AND A MINIMUM OF (4) ESS-SUPPLIED BRANCH CIRCUITS TO INCLUDE THE
REFRIGERATOR, ONE LIGHTING CIRCUIT LOCATED NEAR PRIMARY EGRESS AND
AT LEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE
OUTLET.
SSSSSSSSS
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ALL RECESSED LIGHTING AND LED LIGHTING SHALL MEET THE REQUIREMENTS
OF JA8-2016 PER CALIFORNIA ENERGY CODE SECTION 150.0(K)1.C. ALL JA8-2016
COMPLIANT LUMINARIES TO BE ON VACANCY SENSORS OR DIMMERS, UNLESS
IN HALLWAYS OR CLOSETS LESS THAN 70 SQ. FT. PER CALIFORNIA ENERGY
CODE SECTION 150.0(K)2.K.
LIGHTING CONTROLS:
1606 N Mabury St
4/28/2025
8'
-
1
"
F.FL.
T.O.PL.
11
'
-
8
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BUILDING HEIGHT
6
AD-01
F.FL.
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6'
-
8
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-
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HEADER HT.
7
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HEADER HT.
2
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1
AD-02
F.FL.
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8'
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ELEC.
PANEL
5:12
5:12
RIDGE
ROOF: ASPHALT SHINGLE
3'
-
0
"
EA
V
E
1'-6"
RAKE
1.ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE INTERIOR
CONCRETE FLOOR SLAB AT THE FIRST FLOOR OR TOP OF
SHEATHING AT THE UPPER FLOORS FLOOR.
2.REFER TO DETAILS FOR MINIMUM WINDOW, DOOR AND WALL VENT
MOISTURE BARRIER INSTALLATION REQUIREMENTS.
3.PROVIDE (2) LAYERS OF MIN. GRADE "D" BUILDING PAPER AT WOOD
SHEATHED WALLS RECEIVING EXTERIOR PLASTER.
4.ALL HORIZONTAL SURFACES WILL RECEIVE BUILDING PAPER OVER
SELF ADHERING, SELF SEALING FLASHING WEATHER BOARD LAPPED
6" MINIMUM WITH BUILDING PAPER PRIOR TO THE APPLICATION OF
WIRE LATH AND PLASTER.
5.ALL STUD WALLS & CEILINGS EXTENDING INTO A SOFFIT WILL BE
PREBOARDED WITH GYP-BD PRIOR TO SOFFIT INSTALLATION.
6.DUCT TERMINATIONS TO OCCUR PER APPLIANCE MANUFACTURERS
REQUIREMENTS VERIFY DISTANCE FROM WINDOW OR DOOR
OPENINGS INTO DWELLING UNIT.
BUILDING ELEVATIONS
A1-04SCALE : =WEST ELEVATION 1/4"11'-0"
SCALE : =NORTH ELEVATION 1/4"21'-0"
Client
Project No:23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
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No.Date Description
SCALE : =EAST ELEVATION 1/4"41'-0"
SCALE : =SOUTH ELEVATION 1/4"51'-0"
SCALE : =ROOF PLAN 1/8"31'-0"
1606 N Mabury St
4/28/2025
STRUCTURAL
NOTES
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JOB: R24-0920
PHONG TR UONG
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
NO. C70784
EXP. 06/30/2025
CIV IL
SHEET INDEX:
SHEET TITLE
S0 STRUCTURAL NOTES
S1 FOUNDATION & ROOF FRAMING PLAN
SD1 FOUNDATION DETAILS
SD2 FRAMING DETAILS
1.THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND SITE CONDITIONS BEFORE STARTING ANY WORK. THE ENGINEER ( GET STRUCTURAL )
SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES.
2.ARCHITECT/DESIGNER SHALL VERIFY ALL DIMENSIONS AND PLAN LAYOUT PRIOR TO CITY
SUBMITTAL. THE ENGINEER ( GET STRUCTURAL ) SHALL BE NOTIFIED OF ANY AND ALL
DISCREPANCIES.
3.DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL
DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN
CONDITIONS ARE NOT SHOWN OTHERWISE.
4.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO
SIMILAR WORK ON PROJECT.
5.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2022 EDITION OF THE
CALIFORNIA BUILDING CODE (CBC), AND ANY OTHER REGULATING AGENCIES WHICH HAVE
AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA
DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE
NOTES AND SPECIFICATIONS.
6.APPROVAL BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE
PLANS AND/OR SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS
MUST BE REFERRED TO THE ENGINEER ( GET STRUCTURAL ) FOR INTERPRETATION OR
CLARIFICATION.
7.SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES,
ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS.
8.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY
ENGINEER.
9.THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY
SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN
CONSIDERED BY THE ENGINEER ( GET STRUCTURAL ). THE CONTRACTOR IS RESPONSIBLE
FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS,
ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE/SHE SHALL PROVIDE THE
NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE
AFOREMENTIONED MATERIALS. STRUCTURAL OBSERVATION JOBSITE VISITS BY THE
ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
10.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS
FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS,
FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER ( GET
STRUCTURAL ) AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY.
11.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR
ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE
ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN
STRENGTH.
12.CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE
SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE
PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN
NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ARE
NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT
IN ANY WAY BE USED AS SUCH.
13.ALL GUARD AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A POINT LOAD OF 200
POUNDS APPLIED IN ANY DIRECTION AND AT ANY POINT TO TOP RAIL. A 50 PLF LOAD IS
REQUIRED AT 3-STORY AND MULTI-FAMILY PROJECTS. IF OCCUPANT LOAD IS LESS THAN 50,
A 20 PLF LOAD MAY BE USED.
14.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION
AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND
OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY
SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION.
15.SLAB-ON-GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS
SOLELY, U.N.O. THE SLAB-ON-GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS
NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE.
16.IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE
STRUCTURAL GENERAL NOTES (SHT SGN), THE MORE STRINGENT REQUIREMENT SHALL
GOVERN.
1.ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #4 BARS AND SMALLER. ALL
REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE
FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL
REINFORCING #5 AND LARGER TO BE ASTM A-615 GRADE 60
2.ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M.
3.ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR OTHER MATERIALS
LIKELY TO IMPAIR BOND.
4.ALL BENDS SHALL BE MADE COLD.
5.SPLICING OF #3-#6 BARS SHALL HAVE A MIN. LAPPING OF 30 DIA. OR 2'-0" MIN. IN ALL
CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED
ON PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. FOR GRADE 40
AND 48 DIA. FOR GRADE 60 OR 2'-0" MIN., U.N.O.
6.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE
POURING CONCRETE.
7.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE
DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW:
CONCRETE MASONRY
A.POURED AGAINST EARTH 3"2"
B.POURED AGAINST FORM BELOW GRADE 2"2"
#6 AND LARGER 2"2'
#5 AND SMALLER 1 1
2"1 1
2"
C.FORMED SLABS 1"1"
D.SLABS ON GRADE (FROM TOP OF SLAB) 1"1"
E.COLUMNS AND BEAMS TO MAIN BARS 1 1
2"2"
F.WALLS
EXPOSED TO WEATHER 1 1
2"1 1
2"
NOT EXPOSED TO WEATHER,
#11 AND SMALLER 3
4"3
4"
#14 AND #18 1 1
2"1 1
2"
1.ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE
SUPERVISION OF THE LICENSE CONTRACTOR AND THE SOIL ENGINEER (IF APPLICABLE)
2.SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES, PLANTERS AND WALLS, AS
REQUIRED.
3.PROVIDE NON-EXPANSIVE FILL AS REQUIRED TO LEVEL PAD.
4.SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% (MIN.)
FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT 1% (MIN.) FROM REAR OF
BUILDING TO STREET.
5.THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND
DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM
OUTSIDE CORNER OF ANY FOOTING.
6.SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK AND/OR LIABILITY
OF ENGINEER OF RECORD ( GET STRUCTURAL ).
7.ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE
PRIOR TO FOUNDATION INSPECTION.
8.PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE
FLOOR BY ELECTRIC SERVICE METERS.
9.FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR
EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY IS RECOMMENDED.
10.DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE (5 SACKS MIN.), U.N.O.
11.FOR POST-TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS (WHEN
OCCURS).
12.MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE LOCAL
AHJ REQUIREMENTS OR THE SOILS ENGINEER'S RECOMMENDATIONS (IF APPLICABLE)
FOUNDATION/SITEWORK
REINFORCING STEEL
GENERAL NOTES
EXPOSURE
REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS
(ACI 318-19, Table 19.3.2.1)
CLASS
MAX.
W/C
MIN. F'c
(PSI)
ADDITIONAL REQUIREMENTS
AIR CONTENT LIMITS ON CEMENT. MAT'L.
F0 N/A 2,500 N/A N/A
F1 0.45 4,500 ACI 318-19 TABLE 19.3.3.1 N/A
F2 0.45 4,500 N/A
F3 0.45 4,500 ACI 318-19 TABLE 19.2.1.1
EXPOSURE
CLASS
1
1
FREEZING/THAWING
SULFATE
LOW PERMEABILITY
CORROSION
ACI 318-19 TABLE 19.3.3.1
ACI 318-19 TABLE 19.3.3.1
NOTES:
1. FOR LIGHT WEIGHT CONCRETE, SEE ACI 318-19, SECTION 19.2.4.2
2.ALTERNATIVE COMBINATIONS OF CEMENTITIOUS MATERIAL OF THOSE LISTED IN TABLE 19.3.2.1 SHALL BE
PERMITTED WHEN TESTED FOR SULFATE RESISTANCE AND MEETING THE CRITERIA IN SECTION 19.3.1.1
3.FOR SEAWATER EXPOSURE, OTHER TYPES OF PORTLAND CEMENTS WITH TRICALCIUM ALUMINATE (C3A)
CONTENTS UP TO 10% ARE PERMITTED IF THE W/C DOES NOT EXCEED 0.40
4.OTHER AVAILABLE TYPES OF CEMENT SUCH AS TYPE III OR TYPE I ARE PERMITTED IN EXPOSURE CLASSES S1
or S2 IF C3A CONTENTS ARE LESS THAN 8% or 5%, RESPECTIVELY
5.THE AMOUNT OF THE SPECIFIC SOURCE OF POZZOLAN or SLAG TO BE USED SHALL NOT BE LESS THAN THE
AMOUNT DETERMINED BY SERVICE RECORD TO IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE
CONTAINING TYPE V CEMENT. ALT: THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN or SLAG TO BE
USED SHALL NOT BE LESS THAN THE AMOUNT TESTED PER ASTM C1012 AND MEETING CRITERIA OF ACI 318-19,
SECTION 19.3.1.1
6.WATER SOLUBLE CHLORIDE ION CONTENT THAT IS CONTRIBUTED FROM THE INGREDIENTS INCLUDING
WATER, AGGREGATES, CEMENT AND ADMIXTURES SHALL BE DETERMINED PER ASTM C1218 BETWEEN 28 AND
42 DAYS.
1.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA RESIDENTIAL CODE (CBC 2022)
2.CONCRETE SHALL CONFORM TO "EXPOSURE CLASS" REQUIREMENTS OF ACI 318-19 REFER TO SOILS REPORT FOR
SOIL CONDITIONS.
3.ALL CEMENT SHALL CONFORM TO ASTM C-150, C-595 OR C-1157. USE CEMENT TYPE TYPE II
4.FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT
CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE.
5.CONCRETE FOR SLAB-ON-GRADE SHALL HAVE A MAX. SLUMP OF 5" PER ASTM C-143 AND
MAX. SLUMP OF 4" FOR FOOTINGS AND GRADE BEAMS, U.N.O. READY-MIX CONCRETE SHALL
BE MIXED AND DELIVERED PER ASTM C-94.
6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN
THREE PARTS SAND.
7.ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURED INTO
PLACE AND INSPECTED PRIOR TO POURING CONCRETE.
8.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN
APPROVED CURING COMPOUND.
9.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR
MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR STEPS, DEPRESSIONS,
PITS, CURBS, ETC.
10.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, A/C PADS,
SCORING, ETC. FOR CONCRETE WALKS AND SLABS.
11.ALL STRUCTURAL CONCRETE f'c = 2500 PSI
ALL SLAB-ON-GRADE f'c = 2500 PSI
ALL CONTINUOUS FOOTINGS AND PADS f'c = 2500 PSI
ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS (MIN. W/C
RATIO=0.5).
CONCRETE LUMBER/CARPENTRY
DESIGN LOADS
1.ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2" DOUGLAS-FIR LARCH (DF)
LAMINATIONS, COMBINATION 24F-V4 PER AITC/APA (U.N.O.).
2.DESIGN VALUES: Fb=2400 PSI; Fv=240 PSI; E=1.8X106 PSI
3.INDUSTRIAL APPEARANCE GRADE PER APA-EWS SHALL BE USED, WITH A MOISTURE
CONTENT BETWEEN 7 - 14 PERCENT, UNLESS NOTED OTHERWISE.
4.FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE PERFORMED
IN ACCORDANCE WITH AITC-A190.1 & ASTM-3737. LUMBER SHALL BE MARKED WITH AN
AITC or APA-EWS GRADE STAMP INDICATING CONFORMANCE WITH ALL APPLICABLE
SPECIFICATIONS AND REQUIREMENTS.
5.GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION.
CONTRACTOR SHALL BEAR EXPENSES OF INSPECTION AND TESTS. A CERTIFICATE OF
INSPECTION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO
INSTALLATION.
6.ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A RADIUS =
3500, UNLESS NOTED OTHERWISE.
PARALLAM PSL 2.2E BY I-LEVEL PER ESR-1387
f b = 2900 PSI; f v = 290 PSI; E = 2.2x106 PSI
TIMBERSTRAND LSL 1.55E BY I-LEVEL PER ESR-1387
f b = 2250 PSI; f v = 310 PSI; E = 1.55x106 PSI
MICROLAM LVL BY I-LEVEL PER ESR-1387
f b = 2600 PSI; f v = 285 PSI; E = 2.0x106 PSI
7.ALTERNATE ENGINEERED WOOD PRODUCTS MUST BE APPROVED IN WRITING BY ENGINEER
( GET STRUCTURAL ) PRIOR TO INSTALLATION.
8.REFER TO LSL, LVL, AND PSL MANUFACTURER SPECIFICATIONS FOR DRILLING OF HOLES
9.PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD (POST) (OR MSB)
FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL.
10.I-LEVEL I-JOISTS PER ICC ESR#1533
11.LOUISIANA PACIFIC I-JOISTS PER ICC ESR#1130
12.BOISE CASCADE I-JOISTS PER ICC ESR#1336
13.ROSEBURG I-JOISTS PER ICC ESR#1251
14.PROVIDE DOUBLE I-JOISTS OR DOUBLE I-JOIST BLOCKS WHEN 16d SOLE PLATE NAILING
(SPN) IS LESS THAN 4" O.C. AT SHEAR WALL ABOVE.
15.REFER TO I-JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES THRU I-JOIST
WEB. NOTCHING OF I-JOIST FLANGE IS PROHIBITED.
GLULAMS/MFR. WD. PROD.
SIMPSON ICC - ESR REPORTS
1.CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE WORK AS
DESCRIBED IN CBC 2022 CHAPTER 17, SEE INSPECTION SCHEDULE BELOW ONLY CHECKED
ITEMS ARE REQUIRED
2.APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH
THE PLANS OR SPECIFICATIONS. ANY DETAIL THAT FAILS TO BE CLEAR OR IS AMBIGUOUS
MUST BE REFERRED TO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR
CLARIFICATION
3.FOR VERIFICATION AND INSPECTION OF SOILS SEE SOILS REPORT
4.CONTINUOUS SPECIAL INSPECTION PER AWS D1.1 IS REQUIRED FOR ALL STRUCTURAL
STEEL WELDING, EXCEPT FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE
WELDING INSPECTORS SHALL BE AWS Q.C.-1 CERTIFIED
5.STRUCTURAL WOOD. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR
WALLS, SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING,
AND OTHER FASTENING OF COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM,
INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR
PANELS, AND HOLDOWNS EXCEPTION: SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD
SHEAR WALLS, SHEAR PANELS AND DIAPHRAGMS, INCLUDING NAILING, BOLTING,
ANCHORING AND OTHER FASTENING TO OTHER COMPONENTS OF THE
SEISMIC-FORCE-RESISTING SYSTEM, WHERE THE FASTENER SPACING OF THE SHEATHING
IS MORE THAN 4 INCHES ON CENTER (O.C.) INSPECTIONS SHALL BE PERFORMED BEFORE
COVERING
6.CONTRACTORS RESPONSIBLE FOR CONSTRUCTION OF A WIND OR SEISMIC FORCE
RESISTING SYSTEM/COMPONENT LISTED IN THIS STATEMENT OF SPECIAL INSPECTION
SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE LADBS INSPECTORS
AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR
COMPONENT PER SEC 1704.4.
7.WHERE FABRICATION OF MEMBERS AND ASSEMBLIES IS PERFORMED ON THE PREMISES OF
A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE
REQUIRED BY THIS SECTION, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED
TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED
UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL
MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED
SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED
FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL
STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED
CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE OF VERIFYING
APPROVAL OF FABRICATOR.
TYPE OF WORK
CONCRETE WORK
SHOTCRETE WORK
DRIVEN DEEP FOUND. ELEMENT
COLD FORMED STEEL
STRUCTURAL WOOD
HIGH LOAD DIAPHRAGMS
MASONRY WORK
HIGH STRENGTH BOLTING
STRUCTURAL STEEL WELDING
STRUCTURAL STEEL
POST INSTALLED ANCHORS
CAST IN PLACE DEEP FOUND.
REINFORCING STEEL
SOIL CONDITION
CODE REFERENCE
CBC TABLE 1705.3
CBC TABLE 1705.3
CBC 1705.3.1
CBC TABLE 1705.3
CBC 1705.2
CBC 1705.2
CBC 1705.2
CBC 1705.4
CBC 1705.5.1
CBC 1705.12.1
CBC 1705.12.2
SEE NOTE 5 ABOVE
SEE ALSO ICC APPROVAL
REMARKS
INSPECTION SCHEDULE
CBC 1705.7
CBC TABLE 1705.8
CBC TABLE 1705.6 SEE SOILS REPORT FOR COMPLIANCE
SPECIAL INSPECTION
SEISMIC DESIGN DATA
IMPORTANCE FACTOR 1.0
SITE CLASS D
SS 1.304
S1 0.465
SDS 1.043
SD1 0.569
SDC D
LATERAL FORCE RESISTING SYSTEM A.15
BASE SHEAR
CS 0.160
R 6.5
W 2.50
PROCEDURE USED ELF
REDUNDANCY FACTOR 1.3
WIND DESIGN
PROCEDURE USED MWFRS
BASIC WIND SPEED 95 MPH
RISK CATEGORY II
WIND EXPOSURE C
SOIL
1500 PSF PER CBC 2022
ROOF
DL =10 PSF
LL =20 PSF
FLOOR
DL =15 PSF
LL =40 PSF
CEILING
DL =5 PSF
LL =10 PSF
EXTERIOR WALL
DL =15 PSF
INTERIOR WALL
DL =10 PSF
IP(MS), IS(<70), (MS)
IP(HS), IS(<70), (HS)
IP(HS)+POZ.orSLAG5
IS(<70), (HS)+POZ.5 HS+POZZOLAN or SLAG5 NOT PERMITTED
NOT PERMITTED
V+POZZOLAN or SLAG5
CEMENTITIOUS MATERIAL TYPE2
HS
MS
---------
---
---
V4
II3
N/AS0 2,500
S1 0.50 4,000
S2 0.45 4,500
4,5000.45S3
P1
P0 N/A
0.50 4,000
2,500
NONE
NONE
MAX.
W/C1
MIN. F'c
(PSI)
MAX. CHLORIDE ION CONTENT % BY WT.6
MAX.
W/C1
MIN. F'c
(PSI)ADDITIONAL REQUIREMENTSEXPOSURE
CLASS
EXPOSURE
CLASS
MAX.
W/C1
MIN. F'c
(PSI)
CALCIUM
CHLORIDEASTM C1157ASTM C595ASTM C150
C0 N/A 2,500 1.00 0.06 ---
C1 N/A 2,500 0.30 0.06 ---
C2 0.40 5,000 0.15 0.06 ACI 19.3.2.1 & 20.6.1.4.2
RELATED
PROVISIONSREINFORCED CONC.PRESTRESSED CONC.
1.ALL STRUCTURAL SAWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWING:
W.C.L.I.B., W.W.P.A., N.L.G.A, or PS 20.
2.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
DOUGLAS FIR (PTDF), U.N.O
3.HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE
NOMINAL BOLT DIAMETER.
4.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF FINISH MATERIALS
(PLYWOOD, PLASTER, DRYWALL, INSULATION, ETC.)
5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED
OR DETAILED. CONTACT ENGINEER IF NOT SHOWN.
6.CROSS-BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL 2X FLOOR JOISTS OVER
10" IN DEPTH AND ALL 2X ROOF RAFTERS OVER 10" DEPTH. USE SOLID BLOCKING OR AN
APPROVED METAL TYPE BRIDGING.
7.ALL STRUCTURAL PLYWOOD SHALL BE A.P.A. RATED SHEATHING (OR OSB) EXPOSURE 1 OR
EXTERIOR UNLESS NOTED OTHERWISE AND CONFORM TO DOC PS1 OR PS2. EACH SHEET
SHALL BE IDENTIFIED BY GRADE MARK OF D.F.P.A OR A.P.A.
8.ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND
NUT UNLESS NOTED OTHERWISE.
9.ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM "SIMPSON
STRONG-TIE" (TM). SUBSTITUTIONS MUST BE ICC-ESR PRODUCTS AND PRE-APPROVED IN
WRITING BY ENGINEER ( GET STRUCTURAL ).
11. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH (OR BTR.), 19% MAX.
MOISTURE CONTENT, OF THE FOLLOWING GRADES, U.N.O.:
12.FLOOR SHEATHING TO BE NAILED AND GLUED TO THE JOISTS. USE ADHESIVES PER A.P.A.
AFG-01 OR ASTM D3498.
13.FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT
FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND
REQUESTED BY GENERAL CONTRACTOR.
14.WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING,
PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY
TOP PLATE. "Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS.
15.INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS
BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS SHALL BE OF 2 INCH
NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL INCLUDE:
A.STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS.
B.AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS
C.BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A
WALL PARALLEL AND ADJOINING RUN OF STAIRS.
22.FASTENING OF MULTIPLE MEMBERS:
DOUBLE & TRIPLE JOISTS;
16d NAILS AT 12" O.C STAGGERED (BOTH SIDES FOR TRIPLES).
FOUR OR MORE JOISTS;
1/2" DIA. M.B's AT 18" O.C STAGGERED.
4X OR LARGER BEAMS;
1/2" DIA. M.B's AT 12" O.C STAGGERED.
23.ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE
OF HEART CENTER (FOHC).
24.ALL HANGING 2X JOISTS SHALL UTILIZE SIMPSON "LUS" HANGERS, U.N.O. AND SIMPSON
"IUS" FOR I-JOISTS, U.N.O.
25.ALL WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID
BLOCKING, UNLESS NOTED OTHERWISE.
26.ALL BEAMS TO BE SUPPORTED WITH FULL BEARING STUDS OR POSTS & ALL POST TO BE
SUPPORTED BY SOLID BLOCKING BETWEEN FLOOR JOISTS.
27.ROOF SHEATHING IS TO CONTINUE UNDER "CALIFORNIA FRAMING", TYP.
28.APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX-OUTS, FUR-OUTS, SOFFITS OR ANY
OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF PLYWOOD.
29.PROVIDE FURRING AS NEEDED TO ALIGN NON-SHEAR WALLS WITH SHEAR WALLS.
30.PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS THAN 4 in. O.C.,
U.N.O.
31.TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST.
32.PROVIDE SOLID BLK'G BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR
WALLS.
33.ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER
(FOHC).
34.ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER
SECTION 2308 OF THE CALIFORNIA BUILDING CODE (CBC), U.N.O.
35.ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR AND THE
ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER ( GET STRUCTURAL ) REVIEW.
36.COMMON NAILS SHALL BE USED FOR ALL SHEATHING AND TOP PLATE SPLICES. BOX
NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED
WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS.
37.FASTENERS FOR PRESERVATIVE-TREATED OR FIRE-RETARDANT-TREATED WOOD SHALL
BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A 153
SINGLE/REPTITIVE
2X4 #2: Fb = 1350/1552 PSI ; Fv=180 PSI, E=1.6x106
2X6 #2: Fb = 1170/1345 PSI
2X8 #2: Fb = 1080/1242 PSI
2X10 #2: Fb = 990/1138 PSI
2X12 #2: Fb = 900/1150 PSI
2X14 #2: Fb = 810/ 931 PSI
4X4 #2: Fb = 1350 PSI
4X6 #2: Fb = 1170 PSI
4X8 #2: Fb = 1170 PSI
4X10 #2: Fb = 1080 PSI
4X12 #1: Fb = 1100 PSI ; Fv=180 PSI, E= 1.7x106
4X14 #1: Fb = 1000 PSI
4X16 #1: Fb = 1000 PSI
6X10 #1: Fb = 1350 PSI ; Fv=170 PSI, E=1.6x106
6X12 #1: Fb = 1350 PSI
WALLS
2X4 STUDS (UP TO 8')"STANDARD" OR BETTER
2X4 STUDS (OVER 8')NO.2 OR BETTER
2X PLATES & 3X PLATES "CONSTRUCTION GRADE" OR BETTER
2X6 STUDS NO.2
2X JOIST NO.2
BEAMS AND STRINGERS
4X10 AND SMALLER NO.2
4X12 AND LARGER NO.1
6X AND 8X NO.1
4x POST/TIMBERS AND LARGER NO.1
ROOF PLANKING AND DECKING COM.DEX.
BOARD SHTG. AND STRIPPING SUITABLE FOR INTENDED USE.
2018 NDS STRESS VALUES FOR DOUGLAS FIR-LARCH:
TABLE 2304.10.2 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
(Table reflects CBC 2022 options see code for more options)
ITEM DESCRIPTION OF BUILDING ELEMENTS
Roof
1 Blocking between ceiling joists, rafters or trusses to top
2
3
4
5
6
8
10
Ceiling joists not attached to parallel rafter, laps over
partitions (no thrust)
Ceiling joist attached to parallel rafter (heel joint)
Collar tie to rafter
Rafter or roof truss to top plate
Wall
Stud to stud (not at braced wall panels)
9
Built-up header (2" to 2" header)
11
12
13
14
15
16d
16d
16d
4-8d
16d
8-16d
16d
Bottom plate to joist, rim joist, band joist or blocking
at braced wall panels
16
17
18
19
20
Floor
21
22
23
24 2" subfloor to joist or girder
25
26
27
28
3-8d
8d
2-8d
2-16d
2-16d
20d
3-16d
3-16d
Toenail
6″ o.c., toenail
Face nail
Face nail
Each bearing, face nail
32" o.c., face nail at top and
End nail
2-16d
4-8d
2-16d
2-16d
2-8d
3-8d
Face nail
Face nail
24″ o.c. face nail
16” o.c. face nail
16″ o.c. each edge, face nail
Toenail
16" o.c. face nail
Each side of end joint, face nail
16" o.c. face nail
16" o.c. face nail
Toenail
Face nail
Face nail
3-8d
3-8d
3-16d
XX
3-10d
3-10d
Each end, toenail
Each joist, toenail
Face nail
Face nail
Face nail
Toenail,c
NUMBER AND TYPE OF
FASTENER SPACING OF FASTENERS
Ceiling joists to top plate
Stud to stud and abutting studs at intersecting wall
Continuous header to stud
Top plate to top plate
Top plate to top plate, at end joints
Bottom plate to joist, rim joist, band joist or blocking
Stud top or bottom plate
Top plates, laps at corners and intersections
1" brace to each stud and plate
1" x 6" sheathing to each bearing
1" x 8" and wider sheathing to each bearing
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1ksi = 6.895 MPa.
a. Nails spaced at 6 inches at intermediate 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.
b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.
c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate
d. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667.
Joist to sill, top plate, or girder
Rim joist, band joist, or blocking to top plate
1" x 6" subfloor or less to each joist
2" planks (plank & beam - floor & roof)
Built-up girders and beams, 2" lumber layers
Ledger strip supporting joists or rafters
Joist to band joist or rim joist
Each joist or rafter, face nail
plate or other framing below
Blocking between rafters or truss not at the wall top
plate, to rafter or truss
2-8d Each end, toenail
Flat blocking to truss and web filler 16d @ 6" o.c.Face nail
2-16d End nail
7 Roof rafters to ridge valley or hip rafters; or roof rafter 2-16d End nail
to 2-inch ridge beam 3-10d Toe nail
corners (at braced wall panels)
(minimum 24" lap splice
length each side of end joint)
(not at braced wall panels)
2-16d End nail
bottom staggered on
opposite sides
29 2-8d Each end, toenailBridging or blocking to joist, rafter or truss
Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing,a
EDGES
(INCHES)
INTERMEDIATE
SUPPORTS
(INCHES)
30 6d common nail (subfloor and wall)3/8"-1/2"6 12
8d common nail (roof)
31 8d common nail19/32"-3/4"6 12
32 10d common nail or 8d deformed7/8"-1 1/4"6 12
Other exterior wall sheathing
33 1 1/2" galvanized roofing nail (7/16" head diameter);1/2" fiberboard sheathing, b 3 6
1 1/4" 16 gage staple with 7/16" or 1" crown
34 1 3/4" galvanized roofing nail (7/16" head diameter);25/32" fiberboard sheathing, b 3 6
1 1/2" 16 gage staple with 7/16" or 1" crown
Wood structural panels, combination subfloor underlayment to framing
35 8d common nail3/4" and less 6 12
6d deformed nail
36 8d common nail7/8"-1"6 12
8d deformed nail
37 10d common nail1 1/8"-1 1/4"6 12
8d deformed nail
Panel siding to framing
38 6d corrosion-resistant siding1/2" or less 6 12
6d corrosion-resistant casing
39 8d corrosion-resistant siding5/8"6 12
8d corrosion-resistant casing
Interior paneling
40 4d casing1/4"
4d finish
6 12
41 6d casing3/8"
6d finish (Panel supports at 24 inches)
6 12
Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).
in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by one nail.
ESR-1056 TITEN HD SCREW ANCHOR
ESL-1168 SET-3G EPOXY ADHESIVE ANCHORS IN CRACKED AND UNCRACKED CONCRETE
ESR-1622 POST BASE CONNECTORS FOR WOOD CONSTRUCTION
ESR-1679 STEEL STRONG-WALL SHEAR PANELS
ESR-2105 STRAPS
ESR-2236 STRONG-DRIVE SDS SCREWS
ESR-2330 SCREW HOLD-DOWN (HOLDOWN) CONNECTORS
ESR-2523 INDEX OF SIMPSON STRONG-TIE STAMPED AND WELDED COLD-FORMED STEEL
PRODUCTS FOR WOOD OR COLD-FORMED STEEL CONSTRUCTION
ESR-2551 ADJUSTABLE HANGERS AND HIP CONNECTORS FOR WOOD FRAMING
ESR-2552 SIMPSON STRONG-TIE® FACE-MOUNT HANGERS FOR SAWN LUMBER,
STRUCTURAL COMPOSITE LUMBER (SCL), PREFABRICATED WOOD I-JOISTS AND
GLULAM BEAMS (ENGINEERED WOOD PRODUCTS)
ESR-2553 TOP-FLANGE HANGERS FOR SAWN LUMBER
ESR-2604 COLUMN CAPS FOR WOOD CONSTRUCTION
ESR-2608 STUD SHOES, PLATE TIES, WALL BRACING, AND JOIST BRIDGING FOR WOOD
CONSTRUCTION
ESR-2611 SSTB SERIES AND SB SERIES CAST-IN-PLACE ANCHOR BOLTS
ESR-2613 HURRICANE AND SEISMIC STRAPS AND TIES FOR WOOD FRAMING
ESR-2615 TOP-FLANGE HANGERS FOR ENGINEERED WOOD PRODUCTS (EWP)
ESR-2616 CONNECTORS ATTACHING WOOD MEMBERS TO CONCRETE CONSTRUCTION
ESR-2652 STRONG-WALL WOOD SHEARWALL PANELS (WSWS) STRONG-WALL SB SHEARWALL
PANELS (SWSBS)
ESR-2920 CAST-IN-PLACE STRAP STYLE HOLDOWNS AND PURLIN ANCHORS IN CONCRETE
ESR-3006 STRONG-DRIVE X AND FPHSD SELF-DRILLING TAPPING SCREWS
ESR-3046 STRONG-DRIVE SD AND SDWF SERIES SCREWS
ESR-3050 EMBEDDED COLUMN BASES IN CONCRETE
ESR-3096 CONNECTORS USING SD-SERIES SCREWS
ESR-4057 SET-3G EPOXY ADHESIVE ANCHORS IN CRACKED AND UNCRACKED CONCRETE
1606 N Mabury St
4/28/2025
REDGARD WATER PROOFING OVER EXISTING
CONCRETE SLAB (ICC-1413)
A B
1
2
B
4'-0"
B
4'
-
0
"
B
4'-0"
B
4'
-
0
"
4
SD1
HDU
2
HDU
2
HDU
2
HDU
2
HDU
2
3
SD1
6
SD1
1
SD1
5
SD1
5
SD1
3
SD1
4
SD1
4
SD1
6
SD1
6
SD1
HDU
2
6
SD1
HDU
2
6
SD1
HDU
26
SD1
12
"
W
x
1
8
"
D
V.
I
.
F
.
12" W x 18" D
V.I.F.
12" W x 18" D
V.I.F.
BATH
KITCHEN
LIVING
A B
1
2
B
4'-0"
B
4'
-
0
"
B
4'-0"
B
4'
-
0
"
4x8 H.
1
4x
6
H
.
4x
6
H
.
4x6 H.
7
SD2
7
SD2
8
SD2
8
SD2
4X4
4X44X4
4X4
4X4
4X44X4
4X4
4X4
4x6 D.B.
4x6 D.B.
4x
6
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.
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.
4X4
9
SD2
RR
FOUNDATION
PLAN &
FRAMING PLAN
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STAMP
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JOB: R24-0920
PHONG TR UONG
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
NO. C70784
EXP. 06/30/2025
CIV IL
FOOTING
REBAR
1.REFER TO S.0 SHEET FOR MORE INFO.
2.CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO
ENGINEER OF RECORD FOR ALL DISCREPANCIES.
3.SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF EPOXY.
4.CONCRETE COMPRESSIVE STRENGTH SHALL BE f'c = 2500 PSI (U.N.O.)
Scale: 1/4" = 1'-0"
FOUNDATION PLAN1
FOUNDATION NOTES
DESCRIPTION MATERIAL SIZE EDGE
NAILING 1,2
FIELD
6
8d
10d
6"
6"
4"
12"
12"
12"
6"12"
8"
10"
48"
36"
24"
SHEAR WALL SCHEDULE
FOOTNOTES:
1.ALL NAILS TO BE COMMON NAILS. 1.5" PENETRATION IN FRAMING MEMBER OR BLOCKING
2.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS.
3.SHT'G APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED.
4.STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY.
5.SHEETS SHALL NOT BE LESS THAN 4FT X 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM.
6.3" X 3" X 0.229" SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS.
12"6"16"
LTP4 OR
A35
16"
12"
10"
8"
P 8d 6"12"6"16"--32"
12"--4"12"6"
4"
3/8" PLYWD/OSB, STRUCT. I
W/ 8d @ 6", 12", BLOCKED
15/32" PLYWD/OSB, STRUCT. I
W/ 10d @ 6", 12", BLOCKED
15/32" PLYWD/OSB, STRUCT. I
W/ 10d @ 4", 12", BLOCKED
15/32" PLYWD/OSB, STRUCT. I
W/ 10d @ 3", 12", BLOCKED
15/32" PLYWD/OSB, STRUCT. I
W/ 10d @ 2", 12", BLOCKED
SIMP. SDS
1/4"Ø X 6"
16d A.B.'S
5/8"
SHEAR
SEISMIC / WIND
CONFORMING TO ANSI/AF&PA, SDPWS 2021/CBC 2022
3"
STAGG.
2"
STAGG.
PANEL
JOINT SILL
2X
2X
2X
2X
2X
2X
2X
2X
SILL TO RIM/BLK'G
RIM/BLK'G
TO TOP
PLATE
SILL TO
FOUND.
A
B
C
D
E
10d
10d
10d
X
FRAMING
3"
STAGG.
2"
STAGG.
2,5
4
4
4
4
72"
2X
3X
3X
3X
200 / 280 plf
340 / 476 plf
665 / 931 plf
870 / 1218 plf
510 / 714 plf
3/8" CDX
(EXTERIOR NON-SHEARWALL)
X
SDX
[E] FOOTING
LEGEND
DETAIL NUMBER DETAIL SHEET NUMBER
CLEAR SPAN, L
L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0"
2-2X4 U.N.O. PER PLAN2 x 4 2-2 x 4
7.BUILDING CODE 2308.5.1 BALLOON FRAMED WALLS
(NON-BEARING) STUD HEIGHTS:
- 2X4'S @ 16" O.C. MAXIMUM 14'-0" HEIGHT
- 2X6'S @ 16" O.C. MAXIMUM 20'-0" HEIGHT
8. BEARING STUD HEIGHTS:
- 2X4'S @ 16" O.C. MAXIMUM 10'-0" HEIGHT
- 2X6'S @ 16" O.C. MAXIMUM 16'-0" HEIGHT
9. REFER TO DETAIL 4/SD2 FOR TYPICAL DIAPHRAGM SHEATHING
LAYOUT AND NAILING PATTERN.
10.DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE
SPLICED PER DETAIL 2/SD2.
11.PROVIDE 2X BLK'G @ 6'-0" O.C. CEILING JOIST NOT SUPPORTED
LATERALLY BY JOIST PER DETAIL 3/SD2
12.MINIMUM 2X6 WALL STUD FRAMING AT PLUMBING WALLS TO
ACCOMMODATE DRILLING AND NOTCHING OF STUDS. CRC2022
SECTION R602.6.
FRAMING NOTES
FRAMING SCHEDULE
X
4X6
CJ
RR
X
SDX
INDICATES ROOF RAFTERS, SEE FRAMING SCHEDULE
INDICATES CEILING JOISTS, SEE FRAMING SCHEDULE
DETAIL NUMBER DETAIL SHEET NUMBER
BEAM NUMBER, REFER TO CALCULATIONS.
INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O.
EXISTING WALL TO BE REMOVED
EXISTING WALL TO REMAIN
NEW WALL
BEAM TYPE
Scale: 1/4" = 1'-0"
FRAMING PLAN2
1.REFER TO STRUCTURAL GENERAL NOTES AND DETAIL
SHEETS S.0 FOR MORE INFORMATION.
2.ALL STRUCTURAL HARDWARE SHALL BE SIMPSON
STRONG-TIE OR APPROVED EQUIVALENT.
3.ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM
BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE.
DO NOT NOTCH OR CUT PLATES.
4.ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS.
5.HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON
STRONG-TIE AS FOLLOWS U.N.O.:
LUS 2X
HU W/ MAX 4X
HGUS 6X, OR PSL, LSL, GLU-LAM BEAMS
6.THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR
HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN.
REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF
HEADER.
H.HEADER
SYMBOL SIZE & SPACING
RR 2X4 RAFTERS @ 24" O.C.
1606 N Mabury St
4/28/2025
FOUNDATION
DETAILS
SD1
RE
S
T
R
I
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T
I
V
E
N
O
T
I
C
E
DA
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S
SHEET
SHEET DESCRIPTION
STAMP
NO
:
12/10/24
GA
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A
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E
/
A
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C
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N
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S
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DATE:
16
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JOB: R24-0920
PHONG TR UONG
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
NO. C70784
EXP. 06/30/2025
CIV IL
1
3
4
5
6
7
8
56
1
3 4"
T
O
2
"
3"
MI
N
.
CL
R
.
6"
MIN.
7
8
[N] FOOTING AT [E] SLAB
9
8"
MI
N
.
1
2
4
3
1.[E] 2X STUD
2.SHEAR WALL AS OCCURS
3.P.T.D.F. SILL PLATE W/ 5/8"Ø ANCHOR BOLTS
PER SHEAR WALL SCHEDULE, (2) BOLTS PER
PIECE WITH (1) BOLT LOCATED NOT MORE
THAT 12" OR LESS THAN 4 1/2". FROM EACH
END AND/OR SPLICE OF THE PIECE.
4.SCREED @ STUCCO FINISH
5.[E] CONC.
6.5/8" Ø HOLE W/SIMPSON "SET-3G" EPOXY TIE,
ESR # 4057 *SPECIAL INSPECTION REQ'D
7.#4 DOWELS @ 24" O.C. BENT AS SHOWN IN
FOOTING & OVERLAP MIN. 24" AS SHOWN IN
SLAB.
8.SPRAY BONDING AGENT (INTRALOK OR
SIMILAR) AT THE JOINT BETWEEN OLD AND
NEW CONCRETE PRIOR TO POURING NEW
CONCRETE.
9.(2) #4, TOP & BOT.
7"
MI
N
.
EM
B
E
D
18
"
12"
3
2
13 4"
MIN.
UNDERPINNED HOLD DOWN
5/8"
A.B. Dia.Steel
F1554 Gr36
Plt. Washer Holdown
HDU5
CAPACITY (lbs)
5645
3"MI
N
.
5/8" F1554 Gr36 HDU4 4565
5/8" F1554 Gr36 HDU2 3075
1
1.THREADED ROD PER TABLE
2.(E) CONC. FOOTING
3.GROUT
4.PLATE WASHER PER TABLE
1/4"x1½"x1½"
1/4"x1½"x1½"
1/4"x1½"x1½"
4
HDU
4.25" MIN.
16
"
MI
N
.
RE
T
U
R
N
3"
CL
R
.
le
1 3/4"
MIN.
E
E
le
18"
18
"
1.REBAR PER TABLE, CENTERED @ "HD" (BEND REBAR @
CORNER). FOR COND. B, LOCATE TOP REBAR 3" TO 5"
FROM TOP OF CONCRETE.
2.EDGE OF DEEPENED SLAB/FTG FOR HOLDOWN @ INT.
SHEAR WALL.
3.CONCRETE STEM/FOOTING WIDTH (8" MIN. FOR 7/8"Ø
BOLT, 6" MIN. FOR 5/8"Ø BOLT) ENTIRE EMBED. LENGTH.
4.SB BOLTS PER SCHEDULE.
5.FTG WIDTH (13" FOR 7/8"Ø BOLT, 9" FOR 5/8"Ø BOLT).
6.EXTERIOR FOOTING EDGE.
7.CONCRETE CORNER.
8.CONCRETE END.
9.DEEPEND FOOTING AS REQUIRED TO ENSURE PROPER
EMBEDMENT
10.USE 16D SINKER NAILS. (0.148"X3 1/4").
NOTES:
- SEE PLANS FOR HOLDOWN
TYPES.
- SEE DETAIL #1 FOR LEGEND &
INFORMATION NOT SHOWN.
- REFER TO MANUFACTURER
SPECIFICATIONS FOR
INSTALLATION INFORMATION
NOT SHOWN.
- WHEN 3-2X MEMBER IS USED
FOR HDQ8 & HDU, 1/4"Øx4 1/2"
SDS SCREWS SHOULD BE USED.
SIMPSON
HOLDOWN SB BOLTS #4 BAR X 8'-0"
CENTERED @ HD*le (in.)
HDU2 SB5/8x24 (2) TOP & BOT.
HDU4 (2) TOP & BOT.
HDU5 / HTT5 (2) TOP & BOT.
HDU8 / HDQ8 (2) TOP & BOT.
*CONT. FOOTING REINFORCEMENT CAN BE COUNTED AS PART OF REBAR REQUIREMENT
IF BAR SIZE ARE SAME AS THOSE REQUIRED PER SCHEDULE; OTHERWISE, BARS PER
SCHEDULE ARE ADDITIONAL.
SB BOLTS INSTALLATION @
SW @ EXT. FOOTING
SB BOLT INSTALLATION
@ SW @ INT. FTG/SLAB
PLAN VIEW SSTB
@ CONC. CORNER
PLAN VIEW SSTB
@ CONC. END
1
2
5
3
4
9
6
4
1
7
4
8
4.25"
MIN.
3"
CL
R
.
18"
NOTES:
-4x4 POSTS CAN BE REPLACED
W/ 2-2x4 AS LONG AS NAILS ARE
MAINTAINED W/ MIN. EDGE
DISTANCE AS REQUIRED BY
THE MANUF. SPEC. & S.W. EDGE
NAILS STAGGERED ON BOTH
STUDS.
-FOR NON-MONOPOUR
FOUNDATIONS, USE (2) #5
DOWELS PER EACH SB BOLT,
PLACED WITHIN 2" FROM THE
BOLT.
HOLD DOWN
8"8"
E-E SECTION
le
3"
CL
R
.
9 9
SB5/8x24
SB5/8x24
SB7/8x24
3
3
18"
18"
18"
7"
MI
N
.
2
4
6
13 4"
MIN.
ANCHOR BOLT TO [E] FOOTING
18
"
V.
I
.
F
.
1
3
51.[E] 2X STUDS
2.5/8"Ø A307 THREADED BOLT
3.2X BLK'G BETWEEN STUDS @
LENGHT OF SHEAR WALL W/ (6) 10d
@ EACH BLK'G
4.(E) CONC. SLAB
5.SHEAR WALL PER PLAN
6.DRILL 3/4"Ø W/ SIMP. SET-3G ICC
4057. INSTALL IN ACCORDANCE
WITH SIMPSON STRONG-TIE
RECOMMENDATIONS. SPECIAL
INSPECTION REQUIRED
BEND
LAP SPLICE
STIRRUP
TIE OR HOOK
NOTES:
CROSSTIE
WIRE TIE END
D D
90° BEND
R
180° BEND
R12
"
4 db
2 1
2" MIN.
6 d
b
4"
M
I
N
.
6db
3" M
I
N
.
* INCREASE LENGTH BY 30% FOR TOP
BARS (HORIZONTAL BARS SO PLACED
THAT MORE THAN 12" OF FRESH CONC. IS
CAST IN THE MEMBER BELOW, EXCLUDE
WALLS)
DE
T
A
I
L
I
N
G
DI
M
E
N
S
I
O
N
DE
T
A
I
L
I
N
G
DI
M
E
N
S
I
O
N
6 d
b
4"
M
I
N
.
12
d
b F
O
R
#
6
T
H
R
U
#
8
3"
M
I
N
"
D= 4db FOR #3 THRU #5
D= 6db FOR #6 THRU #8
8db
8db
48 db
R= 3db FOR #3 THRU #8
R= 4db FOR #9 THRU #11
R= 5db FOR #14 THRU #18
TYPICAL REBAR DETAIL
1.PUT CROSSTIE W/ EACH STIRRUP
ALT. 135° BENDS (90° FOR CIRCULAR
TIE)
2.ALL BENDS SHALL BE MADE COLD
SINGLE LAYER INTERSECTION & CORNER
L
L
L
L
L
L
L L
L
L = 30 BAR DIAM. MIN. IN CONCRETE.
40 BAR DIAM. MIN. IN MASONRY.
DOUBLE LAYER INTERSECTION & CORNER
CONCRETE FOOTING INTERSECTION
REINF. MAY BE CONT. OR
ADD BARS WITH SAME
SIZE & SPACING AS
WALL/FOOTING REINF.
NOTE:
1.SPRAY BONDING AGENT
(INTRALOK OR SIMILAR) AT THE
JOINT BETWEEN OLD AND NEW
CONCRETE PRIOR TO POURING
NEW CONCRETE.
2.IF POST TENSION FOUNDATION:
VERIFY W/ POST TENSION
ENGINEER FOR LOCATION OF
STRANDS WHEN PLACING DOWELS
INTO EXISTING P.T. FTG. DO NOT
CUT STRANDS.
6"24"
2
1
3
[E]
FTG
[N]
FTG
6"24"
[N] FOOTING TO [E] FOOTING
15
°
1.(E) FOOTING
2.#4 DOWELS
3.5/8"Ø HOLE W/ SIMPSON "SET-3G"
EPOXY, ESR-4057 *SPECIAL INSPECTION
REQ'D
6"24"
2
1
3
[E]
FTG
[N]
FTG
6"24"
15
°
12" MIN.
1606 N Mabury St
4/28/2025
SHEAR WALL
24" MIN.
PLATE LINE
PLAT
E
L
I
N
E
PLATE LINE
PLAT
E
L
I
N
E
PLATE LINE
PLAT
E
L
I
N
E
PLATE LINE
PLAT
E
L
I
N
E
PLATE LINE
PLAT
E
L
I
N
E
PLATE LINE
PLAT
E
L
I
N
E
NOTES:
·PROVIDE 3 8" EDGE DISTANCE FOR NAILS;
·PROVIDE MIN. 2X BLK'G. @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHEDULE;
·STAGGER NAILS THAT ARE SPACED 2" O.C.;
·FOR SPECIFIC SHEARWALL CONDITIONS SEE PLAN & SCHEDULE;
·NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS;
·MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL
LENGTH. MAX. LENGTH OF EA. OPENING IS 4-1 2" IN ANY DIRECTION.
1.SHEAR WALL INDICATED ON PLANS AND SCHEDULE
2.EDGE NAIL (E.N.) SHEAR PANEL TO ALL PANEL EDGES
3.FIELD NAIL @ 12" O.C.
4.POST PER PLAN. EDGE NAIL (E.N.) SHEAR PANEL TO POST
5.INSTALL HOLDOWN ON POST
6.TRIMMER WHERE OCCURS
7.SIMPSON LTP4 (OR A35) @ 24" O.C. OR SEE SHEAR WALL SCHEDULE FOR SPACING
8.ROOF RAFTER AND BLOCKING
9.3X MUDSILL
10.2X4 FLAT BLOCK NAILING FOR HORIZONTAL JOINTS
1
2
2
3
44
5
6
7
PLATE LINE
PLA
T
E
L
I
N
E
PLATE LINE
PLA
T
E
L
I
N
E
PLATE LINE
PLA
T
E
L
I
N
E
PLATE LINE
PLA
T
E
L
I
N
E
8
99
41 2"
MAX.
41
2"
MA
X
.
CORNERS TO
BE ROUND
NO
OVERCUTS
16" MIN.
FROM ANY
PANEL
EDGE
OPENING LIMITS
1
2"
1
2"
1
2"3" ³ X
3
4"
3
4"X > 3"
EDGE NAILING SPACING =< 3"
EDGE NAILING SPACING > 3"
SILL NAILING
18"
MAX.
3 8"
1 2"
3 8"
21 2"
MIN.
3 8"
3 8"
3 8"
3 8"
EDGE NAILING SPACING =< 4"EDGE NAILING SPACING > 4"
11 2"
PANEL JOINT NAILING
16d NAILS, SEE
TABLE FOR
SPACING,
STAGGERED
SHEARWALL SPACING
A 6"
B 6"
C 4"
D 4"
E 3"
16d NAILS, SEE
TABLE FOR
SPACING,
STAGGERED
X
SH
E
A
R
W
A
L
L
PE
R
P
L
A
N
POST PER
PLAN
E.N.
E.N.
E.N.
E.N.
E.N.
X
SH
E
A
R
W
A
L
L
PE
R
P
L
A
N
X
SH
E
A
R
W
A
L
L
PE
R
P
L
A
N
X
SH
E
A
R
W
A
L
L
PE
R
P
L
A
N
X
PER PLAN
SHEARWALL
X
PER PLAN
SHEARWALL
X
PER PLAN
SHEARWALL
16d NAILS, SEE TABLE FOR
SPACING, STAGGERED
X
SH
E
A
R
W
A
L
L
PE
R
P
L
A
N
E.
N
.
X
SHEARWALL
PER PLAN
E.N.
POST PER
PLAN
POST PER
PLAN
INTERSECTION AND CORNERS
16d NAILS, SEE
TABLE FOR
SPACING,
STAGGERED
X
SHEARWALL
PER PLAN
E.
N
.
E.
N
.
DBL. STUD IN
LIEU OF 3X
24
"
MI
N
.
10
1
4"
C
L
R
.
1
4"
C
L
R
.
1
2
3
4
5
NON-BEARING WALL
*PROVIDE ANCHOR 6" FROM ALL CORNERS AND SPLICES. ALL INTERIOR
NON-SHEAR WALLS TO BE SECURED WITH ICC-ESR APPROVED SHOT PINS
WITH CADMIUM WASHERS AT 32" O.C. PER MANUF. SPECS., U.N.O.
6
1.SIMPSON "DTC" @ 48" O.C. MAX.
2.2X BLK'G @ 48" O.C. W/ (3) 16d @ EA. END
3.JOIST OR TRUSS BOT. CHORD
4.NON-BRG WALL
5.*3" RAMSET SHOT PIN @ 32" O.C. (ICC 1799)
6.CONC. SLAB PER PLAN
FRAMING
DETAILS
SD2
RE
S
T
R
I
C
T
I
V
E
N
O
T
I
C
E
DA
T
E
RE
V
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I
O
N
S
SHEET
SHEET DESCRIPTION
STAMP
NO
:
12/10/24
GA
R
A
G
E
/
A
D
U
C
O
N
V
E
R
S
I
O
N
DATE:
16
0
6
N
.
M
A
B
U
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T
,
SA
N
T
A
A
N
A
,
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JOB: R24-0920
PHONG TR UONG
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
NO. C70784
EXP. 06/30/2025
CIV IL
1
2
3
4
5
6
7
8
9
NOTCH DEPTH
STUD SIZE EXT. BRN'G WALL NON-BRN'G WALLS
2X4 7
8"1 7
16"
2X6 1 3
8"2 3
16"
BORED HOLES
STUD SIZE EXT. BRN'G WALL NON-BRN'G WALLS
2X4 1 3
8"2 1
8"
2X6 2 3
16"3 5
16"
2-2X4 2 1
8"2 1
8"
2-2X6 3 5
16"3 5
16"
NOTE:
BORED HOLES NOT PERMITTED IN MORE
THAN TWO CONSECUTIVE DOUBLE STUDS
STUD
OU
T
E
R
1
/
3
O
F
SP
A
N
O
N
L
Y
d/4 M
A
X
d M
I
N
.
SILL PLATE
d
SAWN LUMBER BORING, NOTCHES, & BLOCKING
5/8"
MIN.
BORE HOLE, SEE
TABLE BELOW
1 1
4"X 16 GA STRAP W/ (8) 10d
COMMON NAILS AT EACH
END AT EACH PLATE
51 2"
MAX.
1'-0"
MIN.
1'-0"
MIN.
2X6 SILL
TYP. 2"Ø MAX.
BORED HOLENOTCHES MIN.
6'-0" O.C.
2"
MA
X
.
212"
MI
N
.
1 1
4"X 16 GA STRAP W/ (6) 10d
COMMON NAILS AT EACH
END AT EACH PLATE
3"
MAX.
10"
MIN.
10"
MIN.
2X4 SILL
TYP. 13
4""Ø MAX.
BORED HOLENOTCHES
MIN. 6'-0" O.C.
112"
MA
X
.
112"
MI
N
.
NOTES:
1.NOTCHES DEPTH PER DISTANCE FROM SUPPORT
DEPTH OF JOIST: D/3 MAX.
1/3 SPAN OF JOIST: D/6 MAX.
2.ALL NOTCHES/BORE TO BE WITHIN 1/3 SPAN FROM SUPPORTS (NOT
AT CANTILEVER SUPPORT)
3.MAINTAIN MIN. 6" SPACING BETWEEN ANY NOTCHES/BORED HOLES
D MAX.
2" CLEAR,
MIN.
D/3 JOIST
DEPTH
MAX.
D/3 MAX.
D/4 MAX. AT
SUPPORT ENDS
D/6 MAX.
6" MIN.
D/6 MAX.
1/3 MAX
SPAN
D
JOIST
PER
PLAN
2x BLOCKING,
FULL DEPTH
(2) 16d
OR (3) 8d
INTERMEDIATE BLOCKING
TYP. AT RIDGE
4'-0" LAP MIN.
NOTE:
FULLY NAIL STRAP W/ 16d
SINKER OR 10d COMMON
NAILS SHALL BE STAGGERED
& AT LEAST 2 1/4" APART.
2
5
1
TOP PLATE SPLICE
4
1.PLATE TO STUD NAILING PER C.B.C.
MIN. REQ'D
2.MIN. (2) ROWS 16d
(2) 2x4: TOTAL (44) @ PLATE
SPLICES OR BREAKS
(2) 2x6: TOTAL (68) @ PLATE
SPLICES OR BREAKS
3.LOCATE STUD UNDER SPLICE OR
PROVIDE 2X BLK'G. ATTACHED TO
ADJACENT STUD W/ (3) 16d NAIL @
SIDE
4.SPLICE TO BE OVER STUD
5.MST72, U.N.O.
3
3
TYPICAL WALL OPENING
1.(2) 16d MIN. (ADD (2) 16d FOR EA. 2" OF ADDITION HEADER DEPTH
2.THRU STUD, SEE HEADER TABLE
3.POST @ HOLDOWNS, SEE PLANS
4.2X STUDS @ 16" O.C. U.N.O.
5.2X WINDOW SILL WHERE OCCURS
- OPENING > 6'-0"(2) 2X SILL
- SILL HEIGHT > 10'-0" (2) 2X SILL
6.SILL PLATE
7.SIMP. A34 @ OPENING WIDER THAN 6'-0"
8.(2) 2X TOP PLATE
9.HEADER PER TABLE
10.2X TRIMMER
- OPENING > 6'-0"(2) 2X TRIMMER
- HEADER HT. > 10'-0"(3) 2X THRU STUDS
11.16d @ 12" O.C. STAGGER
12.(4) 8d TOE NAILS
13.KING POST PER PLAN W/ (2) A34, TOP. & BOT.
14.BEAM PER PLAN W/ (2) A34
4'-0"4"
6'-0"4"
8'-0"6"
10'-0"6"
12'-0"8"
MIN. NOMINAL HEADER "D"
NON-BEARING
OPENING
WIDTH MAX.
HEADER SCHEDULE, U.N.O.
NOTE:
PROVIDE 2X FIRE STOPS AT CEILING
AND @ 8'-0" O.C. VERTICAL
1
2
3
4
6
7
8
9
11
12
1
2
3
45
6
7
8
10 11
7
12
14
13
HEADER
SPAN HT.# THRU STUDS
6'-0"8'-0"2
10'-0"8'-0"3
17'-0"8'-0"4
6'-0"10'-0"3
10'-0"10'-0"4
17'-0"10'-0"5
1 4"
3 8"18"
3 8"
1 4"
11 2"
PANEL JOINT NAILING
FIELD
NAILING
CONTINUOUS
PANEL EDGE, E.N.
PANEL BOUNDARY
& BOUNDARY
NAILING (B.N.)
PANEL EDGE, EDGE NAILING (E.N.)
FOR BLOCKED DIAPHRAGM ONLY
NOTES:
·STAGGER JOINTS AS SHOWN
·MIN. SIZE OF SHEET SHALL BE 2 FT. X 2 FT.
·NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE
SURFACE OF SHEATHING
·TOLERANCE ON NAILING SHALL BE 3/4" W/ THE AVERAGE
NAIL SPACING OVER ANY 4 FT. LENGTH BEING AT LEAST
THAT NOTED ON THE PLAN
DIRECTION OF FACE GAIN
PERPENDICULAR TO SUPPORT
2X FRAMING
PER PLAN
PANEL BOUNDARY &
BOUNDARY NAILING
(B.N.)
PANEL LAYOUT
STAGGER
16" MIN.
24" MIN.
8d: 2X4 MIN.
10d: 3X4 MIN.
3/8"
MIN.
3/8"
MIN.
1/8"
1/4"
MIN.
1/4"
MIN.
E.N.
BLOCKED DIAPHRAGM
NAILING
5
6
3
8
1
4 7
B.N.
2
5
6
3 8
1
4
SHEAR TRANSFER
7
B.N.
2
9
PARALLELPERPENDICULAR
1.RAFTER PER PLAN
2.ROOF SHEATHING
3.LTP4 (OR A35), SEE SHEAR WALL SCHEDULE
4.SHEAR WALL AS OCCURS
5.(8) 10d NAILS
6.DBL. TOP PLATE
7.BEAM AS OCCURS
8.CEILING JOIST PER PLAN
9.CS14 W/ 2X BLK'G FOR 4 BAY MIN, U.N.O.
E.N.E.N.
SHEAR TRANSFER
1.RAFTER PER PLAN
2.(2) 16d
3.SIMP. A34
4.2X BLK'G
5.ROOF SHEATHING
6.FLAT 2X4 @ 24" O.C.
7.DBL. TOP PLATE
8.(2) 16d
9.FASCIA BOARD
10.LTP4 (OR A35) SEE SHEAR WALL
SCHEDULE
11.DBL. RAFTER
12.STRUT @ 48" O.C. W/ A34 TO TOP
PLATE AND RAFTER
MAX LENGTH:
2X 6'-0"
4X 14'-0"
13.MATCH SHEAR WALL BELLOW
14.2X STUD
15.2X BLK'G
16.CEILING JOIST PER PLAN
17.DBL. TOP PLATE OR BEAM
18.SHEAR WALL PER PLAN
19.RIM JOIST
20.2X BLK'G WITH BOUNDARY
NAILING
12
4
14
6
2
8 B.N.B.N.
E.
N
.
16
1
7
17
E.
N
.
10
18
13
X
9
19
5
3
18" MIN.
20
2
10
45
°MA
X
.
11
20 20
ENTRYWAY AWNING CONNECTION
2"
MI
N
.
2"
MIN.
PLATELINE
1.ROOF FRAMING PER
PLAN
2.2X BLK'G
3.SIMPSON A35/LTP4 @
EACH BLOCK
4.BEAM PER PLAN W/
A34 W/ #9 SDS SCREWS
5.SIMP. H2.5 @ EACH
RAFTER
6.(2) 1/4" LAG SCREWS
ON EACH SIDE w/ 1-1/2"
MIN. EMBED INTO
BEAM
7.SIMP. EPC
8.BEAM PER PLAN
9.4X4 KNEE BRACE
10.3/8"Ø LAG SCREW W/
MIN. 2.5" EMBEDMENT
11.COLUMN PER PLAN
12.2X6 STUD ON EA. SIDE
13.2X LEDGER
14.16D NAILS @ 6" O.C.,
BOTH SIDES OF
COLUMN
1
2
3
5
46
7
8
9
10
11
12
4'-0"
4'
-
0
"
13
14
B.
N
.
B.
N
.
1606 N Mabury St
4/28/2025
Job#R24-0920 Garage/ADU Conversion
Design Criteria:
1-Code: CALIFORNIA BLDG CODE 2022
2-Wind: 95 MPH, Exposure: C
3- SITE CLASS D - code default, SEISMIC DESIGN CATEGORY D
4-
ꞏ Douglas Fir Larch with Max 19% Moisture Content prior to installation of finish Materials.
ꞏ 4x Members use No.2 or better
ꞏ 6x, 8x members use No.1 or better
ꞏ Studs, plates and blocking stud grade or better
ꞏ 2x joists and rafters No.2 or better
ꞏ Mud sills pressure treated utility grade or betterꞏ
5-Ultimate strength concrete: 2500 PSI (min)
6-Soils Min. Bearing Pressure: 1500 psf per CBC 2022. CH.18. Per approval of Bldg Dept.
Soils and Geology:
Soils Report by: N/A
Notice: Use restrictions of these calculations.
The attached Calculations are valid only when bearing original signature hereon, photocopy is void.
Contractor/Client to verify existing dimensions/conditions prior to construction.
The use of these calculations is solely intended for the above mentioned project.
(909) 569-1886 | info@getstructural.com
3000 E. BIRCH STREET, SUITE 201, BREA, CA 92821
1606 N. Mabury St
Santa Ana, CA 92701
12/10/2024
STRUCTURAL CALCULATIONS for WORK at:
1606 N Mabury St
4/28/2025
Design Loads
Component Weight (psf)
Roof Load
Comp Roofing 4.00
Plywood Sheathing -1/2" 1.50
Roof Framing 2.50
Miscellaneous (Lighting, Mechanical, etc.)2
Dead Load = 10.00 (psf)
Roof Live Load = 20.00 (psf)
Snow Load = 0.00 (psf)
Exterior Wood Frame Walls:
Stucco 7.00
Plywood Sheathing - 1/2" 1.50
2x Studs @ 16" o.c. 1.50
R-19 Batt Insulation 2.00
Gyp Board 3.00
Dead Load = 15.00 (psf)
Interior Wood Frame Walls:
2x Studs @16" O.C. 1.50
Miscellaneuous 2.50
Gyp Board x2 6.00
Dead Load = 10.00 (psf)
Ceiling Load:
R-19 Batt Insulation 2.00
Gyp. Board 3.00
Dead Load = 5.00 (psf)
Live Load = 10.00 (psf)
1606 N Mabury St
4/28/2025
JOIST ANALYSIS
Name LOAD Span, ft Type Size Tribtuary
Width, ft QD QLr QL QS COMB. Moment, lb‐ft Moment
Stress, psi
Incising,
Ci
Allowable
Bending
Stress, psi
DCR Shear, lbs Shear Stress,
psi
Allowable
Shear Stress,
psi
DCR Total Limit Transien
t Limit
RR Roof 1.58 DF‐L No. 2 2x4 2 10 20 0 0 D+Lr 19 74 1941 0.04 47 14 225.00 0.060 0.001 0.158 0.001 0.106
Delfection, in.psf
1606 N Mabury St
4/28/2025
Wood Beam
LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023
DESCRIPTION:1 - H.
Project File: 1600 Mabury St. - Member Check.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Beam Bracing :Completely Unbraced
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :ASCE 7-16
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 13.083 ft, (Roof)
Uniform Load : D = 0.0050, L = 0.010 ksf, Tributary Width = 9.917 ft, (Ceiling)
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.555: 1
Load Combination +D+0.750Lr+0.750L
Span # where maximum occurs Span # 1
Location of maximum on span 3.000 ft
80.96 psi=
=
1,447.55 psi
4x8Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+0.750Lr+0.750L
=
=
=
225.00 psi==
Section used for this span 4x8
Maximum Shear Stress Ratio 0.360 : 1
0.000 ft=
=
804.04 psi
Maximum Deflection
0 <360
956
Ratio =0 <240
Max Downward Transient Deflection 0.043 in 1668Ratio =>=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.075 in Ratio =>=240
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+0.750Lr+0.750L
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
0.99Length = 6.0 ft 1 0.313 0.204 0.90 1.300 1.001.00 1.00 0.84 327.4 1,045.6 0.56 162.01.00 33.01.00
0.99+D+L 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
0.99Length = 6.0 ft 1 0.433 0.281 1.00 1.300 1.001.00 1.00 1.28 502.1 1,160.8 0.86 180.01.00 50.61.00
0.99+D+Lr 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
0.99Length = 6.0 ft 1 0.545 0.353 1.25 1.300 1.001.00 1.00 2.01 788.3 1,447.5 1.34 225.01.00 79.41.00
0.99+D+0.750Lr+0.750L 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
0.99Length = 6.0 ft 1 0.555 0.360 1.25 1.300 1.001.00 1.00 2.05 804.0 1,447.5 1.37 225.01.00 81.01.00
0.99+D+0.750L 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
0.99Length = 6.0 ft 1 0.344 0.223 1.15 1.300 1.001.00 1.00 1.17 458.4 1,333.0 0.78 207.01.00 46.21.00
1606 N Mabury St
4/28/2025
Wood Beam
LIC# : KW-06014251, Build:20.23.05.25 GET STRUCTURAL ENGINEERING AND CONSULTING (c) ENERCALC INC 1983-2023
DESCRIPTION:1 - H.
Project File: 1600 Mabury St. - Member Check.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
0.99+0.60D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
0.99Length = 6.0 ft 1 0.106 0.069 1.60 1.300 1.001.00 1.00 0.50 196.5 1,846.2 0.33 288.01.00 19.81.00
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+0.750Lr+0.750L 1 0.0753 3.022 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 1.370 1.370
Max Upward from Load Combinations 1.370 1.370
Max Upward from Load Cases 0.785 0.785
D Only 0.558 0.558
+D+L 0.855 0.855
+D+Lr 1.343 1.343
+D+0.750Lr+0.750L 1.370 1.370
+D+0.750L 0.781 0.781
+0.60D 0.335 0.335
Lr Only 0.785 0.785
L Only 0.298 0.298
1606 N Mabury St
4/28/2025
Stud Calc
Stud Height L =8.00 ft
Stud Spacing s =16.00 in
Height of Wall z =12.75 ft
Elevation Height zg =171 ft
Wind Speed V =95 mph
Wind Exposure C
Latera Load
Effective Area =28.4 ft2
Wind Directionality Kd =0.85
Topography Factor Kt =1.00
Ground Elevation Factor Ke =0.99
Velocity Pressure Exposure Coefficient Kz =0.85
Velocity Pressure qz = 0.00256KzKztKdKeV2 =16.57 psf
Internal Pressure Coefficient (GCpi)=-0.18
External Pressure GCp =-1.38
Wind pressure =-25.8 psf
Axial Load D+0.75L+0.75Lr 1
Dead Load PD =525 lbs
Roof Live Load PLr =349 lbs
Live Load PL =132 lbs
Snow Load Ps =0 lbs
Breadth b =1.5 in
Depth d =3.5 in
ASD Load Pa = 886 lbs
Actual Compressive Stress fc = Pa / (bd)=169 psi
Grade No. 2
Compressive Stress Fc =1350 psi
Minimum Modulus of Elasticity Emin =580000 psi
Effective Length le =96 in
Buckling Coefficient k =1.0
Slender Ratio le / d =27.4 < 50 OK
Size Factor CF =1
Load Duration Factor CD =1.25
Compression Stress Design Fc* = Fc bdCDCF =1688 psi
c =0.8
=634 psi
Column Stability Factor =0.34
Compressive Load Allowed F'c = Fc
* * CP =574 psi
Demand Capacity Ratio DCR = fc / F'c =0.294
F 0.822E
l
d
C
1 F
F ∗
2c
1 F
F ∗
2c
F
F ∗
c
A sL
3
p q GC GC
1606 N Mabury St
4/28/2025
Moment D+0.6W
Wind Load Wa = p * s =20.6 plf
Moment =165.1 lb-ft
Section Modulus Sx = bd2 / 6 =3.06 in3
Bending Stress fb = M / Sx =647 psi
Design Bending Stress Fb =900 psi
Repetitive Member Factor Cr =1.15
Load Duration CD =1.6
Size Factor CF =1
F*
b =1656 psi
Effective Length le = 1.63L + 3d =13.9 ft
Slenderness Ratio =16.12 < 50 OK
Beam Stability Factor CL =1.00
F'b = F*b CL =1656 psi
Demand Capacity Ratio DCR = fb / F'b =0.39 < 1 OK
Interaction Equatio D+0.75L+75(0.6W)+0.75Lr
Bending and Compression Capacity =0.37 < 1 OK
R l d
b
f
F
f
F
M wl
8
1606 N Mabury St
4/28/2025
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4/28/2025
WIND (ASCE 7-16 MWFRS)
Wind Analysis Method Analytic Directional Procedure
Basic Wind Speed (ultimate) 95.00 MPH Elevation Ht. 171.00 ft
Topography Factor Kzt = 1.00 Ke =0.99
Directionality Factor Kd = 0.85
Gust Effect Factor G = 0.85
Internal Pressure Coefficients (GCpi) = 0.18 -0.18
Roof Pitch 5.00 :12 22.62 DEG
Roof Eve Height 8.000 ft
Peak Roof Height 12.750 ft α =9.5
Mean Roof Height 10.375 ft zg = 900
Terrain Exp. Category C
Velocity Pressures q z =.00256 z V
Height (ft) Kz qz
he = 8.00 ft 0.849 16.57
h = 10.38 ft 0.849 16.57
z = 8 ft 0.849 16.57 L = Parallel to wind dir.
z = ft 0.849 16.57 B = Perp. to wind dir.
z = ft 0.849 16.57
z = ft 0.849 16.57
Design Pressures p = qGC p - q h (GC pi )
Transverse Direction:Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD.
L = 20.083 L/B = 1.00
B = 20 h/L = 0.52 Design Pressure (psf)
z (ft) qz (psf) Cp qGCp (+GCpi) (-GCpi)
Windward Wall 8.00 16.57 0.80 11.27 8.28 14.25 18.30
0.00 16.57 0.80 11.27 8.28 14.25 18.30
0.00 16.57 0.80 11.27 8.28 14.25 18.30
0.00 16.57 0.80 11.27 8.28 14.25 18.30
Leeward Wall 10.38 16.57 -0.50 -7.03 -10.01 -4.05
Windward Roof (Positive) 10.38 16.57 0.10 1.39 -1.60 4.37
Windward Roof (Negative) 10.38 16.57 -0.36 -5.01 -7.99 -2.03
Leeward Roof 10.38 16.57 -0.60 -8.45 -11.43 -5.47
Total Roof load, pr =-9.84 -9.84
MIN (SIN* pr , 8) =8.00
Level Height Height Above Below Wind Load
1 8 4.750 8.00 111
Longitudinal Direction:Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD.
L = 20 L/B = 1.00
B = 20.083 h/L = 0.52 Design Pressure (psf)
z (ft) qz (psf) Cp qGCp (+GCpi) (-GCpi)
Windward Wall 8.00 16.57 0.80 11.27 8.28 14.25 18.31
0.00 16.57 0.80 11.27 8.28 14.25 18.31
0.00 16.57 0.80 11.27 8.28 14.25 18.31
0.00 16.57 0.80 11.27 8.28 14.25 18.31
Leeward Wall 10.38 16.57 -0.50 -7.04 -10.02 -4.06
Windward Roof (Positive) 10.38 16.57 0.10 1.38 -1.61 4.36
Windward Roof (Negative) 10.38 16.57 -0.36 -5.03 -8.01 -2.04
Leeward Roof 10.38 16.57 -0.60 -8.45 -11.43 -5.47
Total Roof load, pr =-9.82 -9.82
MIN (SIN* pr , 8) = 8.00
Level Height Height Above Below Wind Load
1 8 4.75 8.00 111
1606 N Mabury St
4/28/2025
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1606 N Mabury St
4/28/2025
Compan JOB TITLE 0
Address 0 0
City, State JOB NO.0 SHEET NO.
Phone CALCULATED BY 0 DATE 1/0/1900
0 CHECKED BY 0 DATE 1/0/1900
Seismic Loads:ASCE 7- 16 Strength Level Forces
Risk Category : II
Importance Factor (I) : 1.00
Site Class : D - code default
Ss (0.2 sec) = 130.40 %g
S1 (1.0 sec) = 46.50 %g
Fa = 1.200 Sms = 1.565 SDS =1.043 Design Category = D
Fv 1.83 Sm1 = 0.85 SD1 =0.56 Design Category D
Seismic Design Category =D
Redundancy Coefficient ρ 1.30
Number of Stories 1
Structure Type Light Fram
Horizontal Struct Irregularities:No plan Irregularity
Vertical Structural Irregularities:No vertical Irregularity
Flexible Diaphragms: Yes
Building System: Bearing Wall Systems
Seismic resisting system: Light frame (wood) walls with structural wood shear panels
System Structural Height Limit: 65 ft
Actual Structural Height (hn) 10.4 f
See ASCE7 Section 12.2.5 for exceptions and other system limitatio
DESIGN COEFFICIENTS AND FACTOR
Response Modification Coefficient (R) 6.5
Over-Strength Factor (Ωo) 2.5
Deflection Amplification Factor (Cd) 4
DS =1.04
D1 =.
e sm c oa ec +-v = ρ E +- .DS = .e +.
pec a e sm c oa ec m m +- v = o E +- .DS = .e +. = ea oa
PERMITTED
Simplified Analysis - Use Equivalent Lateral Force Analysis
Equivalent Lateral-Force Analysi - Permitte
u ng per o coe . T =.u = .
pprox fundamental period (Ta) T n
= 0.11 se x= 0.7 Tmax = CuTa = 0.162
User calculated fundamental period (T) se Use T = 0.11
Long Period Transition Period (TL) ASCE7 map =8
e sm c response coe . s DS =.
need not exceed Cs =Sd1 I /RT =0.757
but not less than Cs 0.044SdsI 0.04
USE Cs = 0.160
Design Base Shear V =0.160W
Model & Seismic Response Analysis - Permitted (see code for procedure)
ALLOWABLE STORY DRIF
Structure Type: All other structures
Allowable story drift Δa = 0.020hsx where hsx is the story height below level x
E = horizontal seismic orc
1606 N Mabury St
4/28/2025
A
A B
1
2
20'-0"
20
'
-
1
"
B
4'-0"
B
4'
-
0
"
B
4'-0"
B
4'
-
0
"
Lateral Diagram - 1st Story
PAGE
Job Name: 1606 N. Mabury St.
Scale: 1/8" = 1'-0"
1
PLOT BY:ANA OREGEL
1606 N Mabury St
4/28/2025
Story Weight
Area Int.
Partition Story Load Floor Weight Story Height
Above
Story
Height
Below
Tributary Wall
Height Parapet Wall Wall type Wall Load Wall Weight Total Story
Weight
A (ft)Qpart (psf) Qfloor (psf)A (Qpart + Qfloor) =
Pfloor (lbs)Supper (ft) Slower (ft)(Supper + Slower)
/2 = h (ft)hp (ft) Qwall (psf)Lperimeter
(ft)
Qwall * (h+hp) =
Pwall (lbs)
Pfloor + Pwall =
W (lbs)
A 600 Roof 5 15 11998 8.0 4.0 0 Exterior 15 80 4810.02 16808
0 0.0 0 0 0
0 0.0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
ta =0.116 Cs =0.160
k = 1.000 Total Weight, W = 16808 lbs
SDS = 1.043 V = CsW = 2698 lbs
Shear Wall Force
hxwx
Story Section x (ft) wx (lbs) hxwx (ft-lbs)hxwx Cvx
1 A 8.0 16,808 134467 1.00 2,698
0 0 0.00 0
0 0 0.00 0
0 0 0.00 0
Linear Forces for Shear Wall
Section Area Qe (psf)
A 401.67 6.72
0.00
0.00
0.00
Section Floor Type
1606 N Mabury St
4/28/2025
SHEAR LINE LOAD
Story Section Qe (psf)Long. (plf) Tran. (plf)
1 A 6.72 111 111
Longitudinal
Seismic Wind
Line Section Tributary
Width (ft)
Tributary
Depth
Shear Line
Above Offset (ft)
Distance to
shear wall
(ft)
Seismic (psf)Diaphragm
Load (lbs)
Load from
Above (ft)
Load on
Wall (lbs)
Total Load
(lbs)Wind (plf)Diaphragm
Load (lbs)
Load from
Above (ft)
Load on
Wall (lbs)
Total Load
(lbs)
1 A 10.042 20.00 6.72 1349 0 0 1349 111 1116 0 0 1116
2 A 10.042 20.00 6.72 1349 0 0 1349 111 1116 0 0 1116
0.00 0 0 0 0 0 0 0 0 0
0.00 0 0 0
Transverse
Seismic Wind
Line Section Tributary
Width (ft)
Tributary
Depth
Shear Line
Above Offset (ft)
Distance to
shear wall
(ft)
Seismic (psf)Diaphragm
Load (lbs)
Load from
Above (ft)
Load on
Wall (lbs)
Total Load
(lbs)Wind (plf)Diaphragm
Load (lbs)
Load from
Above (ft)
Load on
Wall (lbs)
Total Load
(lbs)
A A 10 20.08 6.72 1349 0 0 1349 111 1112 0 0 1112
B A 10 20.08 6.72 1349 0 0 1349 111 1112 0 0 1112
0.00 0 0 0 0 0 0 0 0 0
0.00 0 0 0
Seismic Wind, Long Seismic Wind, Tran
Line lbs lbs Line lbs lbs
1 1349 1116 A 1349 1112
2 1349 1116 B 1349 1112
Wind Load
1606 N Mabury St
4/28/2025
SHEAR WALLS
Longitudinal
Note: For "Special Case", lateral analysis are provided on following pages
E W
LINE Total
Length Shear Shear
per ft.Shear Shear
per ft.
ASD, va
(plf)Model # lbs Min. Thickness Strap lbs Min. Thickness
1 4.000 1349 337 1116 279 A 200 SDS =1.043 HDU2 3075 3.5 CS16 1705 1.5
2 4.000 1349 337 1116 279 B 340 =1.3 HDU4 4565 3.5 CS14 2490 3
C 510 0 =2.50 HDU5 5645 3.5 CMSTC16 4690 3
D 665 Cd =4 HDU8 7870 5.5 CMST14 6475 3.5
E 870 HDU11 11175 7.25 CMST12 9215 3.5
b h h /
b
rf = M
I
N [ 2b
/
h , 1
]
Q w Q f d D w = Q
w * d *
b
/2
D f = Q
f * h *
b
/2
E 0.7 E
U i =
h
* E
U i +
1
U n = (
.7
U i + U
i +
1
) - (0
.6 - .14 S DS ) ( D
w +
W 0.6
n W
U i =
h
* W
U n +
1
U n = .
6
U i + U
n +
1
- .6 ( D w + D
f )
Line Length Height Aspect
Ratio
Reduction
Factor Wall Load Floor
Load
Tributary
Depth
Resisting
Dead Load
Wall
Resisting
Dead Load
Floo
Shear ASD
Shear Uplift
Uplift
From
bove
Net Uplift Shear ASD Shear Uplift
Uplift
From
bove
Net Uplift Shear Type va * rf, plf Floor To Floor Foundation Hold
Down Min. End Post
1 4.00 8.00 2.00 1.00 15 15 10.083 240 302.49 337 307 2698 0 2209 279 167 2233 0 1014 B 340 CS14 HDU2 4x4
2 4.00 8.00 2.00 1.00 15 15 10.083 240 302.49 337 307 2698 0 2209 279 167 2233 0 1014 B 340 CS14 HDU2 4x4
Transverse
VE W
LINE Total
Length Shear Shear
per ft.Shear Shear
per ft.Note: For "Special Case", lateral analysis are provided on following pages
A 4.00 1349 337 1112 278
B 4.00 1349 337 1112 278
b h h /
b
rf = M
I
N [ 2b
/
h , 1
]
Q w Q f d D w = Q
w * d *
b
/2
D f = Q
f * h *
b
/2
E 0.7 E
U i =
h
* E
U n +
1
U n = (
.7
U i + U
n +
1
) - (0
.6 - .14 S DS )( D w +
W 0.6
n W
U i =
h
* W
U i +
1
U n = .
6
U i + U
i +
1
- .6 ( D w + D
f )
Line Length Height Aspect
Ratio
Reduction
Factor Wall Load Floor
Load
Tributary
Depth
Resisting
Dead Load
Wall
Resisting
Dead Load
Floo
Shear ASD
Shear Uplift
Uplift
From
bove
Net Uplift Shear ASD Shear Uplift
Uplift
From
bove
Net Uplift Shear Type va * rf, plf Floor To Floor Foundation Hold
Down End Post
A 4.00 8.00 2.00 1.00 15 15 1.33 240 40 337 307 2698 0 2328 278 167 2225 0 1167 B 340 CS14 HDU2 4x4
B 4.00 8.00 2.00 1.00 15 15 1.33 240 40 337 307 2698 0 2328 278 167 2225 0 1167 B 340 CS14 HDU2 4x4
1606 N Mabury St
4/28/2025
Spread Footing Load
Soil Bearing Pressure q = 1500 psf
D Lr L Snow
Roof 10 20 0 0
Ceiling 5 0 10 0
Exterior Wall 15 0 0 0
Interior Wall 10 0 0 0
1 2 A B
Tributary
Roof 13.083 13.083 1.33 1.33
Ceiling 9.917 9.917 1.33 1.33
Exterior Wall 8 8 8 8
Interior Wall
D (plf) 525 525 385 385
Lr (plf) 262 262 27 27
L (plf) 99 99 67 67
S (plf) 0 0 0 0
Grid Line 1 2 A B
Control Combination D+0.75L+0.75Lr D+0.75L+0.75Lr D+0.75L+0.75Lr D+0.75L+0.75Lr
Load (plf) 796 796 455 455
Wall Width (in) 3.5 3.5 3.5 3.5
Loaction of wall (in) 6.00 6.00 6.00 6.00
Moment of Wall (lb-ft / ft) 398 398 227 227
Stem Depth (ft)
Stem Width (ft)
Footing Depth (ft) 1.500 1.5 1.5 1.5
Footing Width (ft) 1 1 1 1
Concrete Weight (plf) 225 225 225 225
Pstem (plf)0 0 0 0
Pfooting (plf)225 225 225 225
Mstem+Mfooting (lb-ft / ft)113 113 113 113
Mtotal (lb-ft / ft)511 511 340 340
Ptotal (plf)1021 1021 680 680
Mtotal / Ptotal (ft)0.5 0.5 0.5 0.5
e (ft)0.00 0.00 0.00 0.00
L/6 (ft)0.17 0.17 0.17 0.17
q (psf) 1021 1021 680 680
Allow Point Load (lbs) 2874 2874 4922 4922
C+4D
D
C
1606 N Mabury St
4/28/2025
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
- NONPOROUS
- POROUS
250
775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
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 AND ASPHALT TILE ADHESIVES 50
DRYWALL AND PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY 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 AND TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
TABLE 4.504.3
VOC CONTENT LIMITS FOR ACHITECTURAL COATINGS²'³
GRAMS OF VOC PER LITER OF COATING
LESS WATER AND LESS EXEMPT COMPOUNDS
COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NONFLAT 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 COATINGS¹120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULITCOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, AND UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTIVE COATINGS 250
SHELLACS
- CLEAR
- OPAQUE
730
550
SPECIALTY PRIMERS, SEALERS, AND
UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB AND TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
TABLE 4.504.5
FORMALDEHYDE LIMITS¹
MAXIMUM FORMALDEHYDE EMISSISIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLEBOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD²0.13
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
CHAPTER 4 - RESIDENTIAL MANDATORY MEASURES CHECKLIST
SECTION HEADING REQUIREMENTS SHEET
REFERENCE
DIVISION 4.1 - PLANNING AND DESIGN (SITE DEVELOPMENT)
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.
4.106.3 GRADING AND
PAVING
SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE
WATER FLOWS TO KEEP WATER FROM ENTERING BUILDINGS.
DIVISION 4.1 - ELECTRICAL VEHICLE CHARGING FOR NEW CONSTRUCTION (SITE DEVELOPMENT)
4.106.4
ELECTRIC
VEHICLE (EV)
CHARGING FOR
NEW
CONSTRUCTION
NEW CONSTRUCTION SHALL COMPLY WITH SECTION 4.106.4.1 OR
4.106.4.2 TO FACILITATE FUTURE INSTALLATION AND USE OF EV
CHARGERS. ELECTRICAL VEHICLE SUPPLY EQUIPMENT (EVSE)
SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA
ELECTRICAL CODE, ARTICLE 625.
4.106.4.1
NEW ONE- AND
TWO-FAMILY
DWELLINGS AND
TOWNHOUSES
WITH ATTACHED
GARAGES
FOR EACH DWELLING UNIT INSTALL A MIN. 1" DIAMETER LISTED
RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH
CIRCUIT. THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE
PANEL AND TERMINATE INTO A LISTED CABINET, BOX OR
ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF
AN EV CHARGER. THE SERVICE PANEL SHALL PROVIDE CAPACITY TO
INSTALL A 40-AMPERE MIN. DEDICATED BRANCH CIRCUIT AND
SPACE(S) RESERVED TO PERMIT A BRANCH CIRCUIT OVERCURRENT
PROTECTIVE DEVICE.
4.106.4.2
NEW
MULTIFAMILY
DWELLINGS
IF RESIDENTIAL PARKING IS AVAILABLE, 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 CHARGIND SPACES (EV SPACES) CAPABLE OF
SUPPORTING FUTURE EVSE. CALCULATIONS FOR THE REQUIRED
NUMBER OF EV SPACES SHALL BE ROUNDED UP TO THE NEAREST
WHOLE NUMBER.
NOTE: CONSTRUCTION DOCUMENTS ARE INTENDED TO
DEMONSTRATE THE PROJECT'S CAPABILITY AND CAPACITY FOR
FACILITATING FUTURE EV CHARGING. THERE IS NO REQUIREMENT
FOR EV SPACES TO BE CONSTRUCTED OR AVAILABLE UNTIL EV
CHARGERS ARE INSTALLED FOR USE.
4.106.4.2.1 &
4.106.4.2.1.1
ELECTRIC
VEHICLE
CHARGING
SPACE (EV
SPACE)
LOCATIONS
CONSTRUCTION DOCUMENTS SHALL INDICATE THE LOCATION OF
PROPOSED EV SPACES. WHERE COMMON USE PARKING IS
PROVIDED AT LEAST ONE EV SPACE SHALL BE LOCATED IN COMMON
USE AREA AND AVAILABLE FOR USE BY ALL RESIDENTS.
WHEN EV CHARGERS ARE INSTALLED, EV SPACES REQUIRED BY
4.106.2.2, ITEM 3, SHALL COMPLY WITH AT LEAST ONE OF THE
FOLLOWING OPTIONS:
1 - THE EV SPACE SHALL BE LOCATED ADJACENT TO AN ACCESSIBLE
PARKING SPACE COMPLYING WITH CBC, CHAPTER 11A TO ALLOW
USE OF THE EV CHARGER FROM THE ACCESSIBLE PARKING SPACE.
2 - THE EV SPACE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE TO
THE BUILDING AS DEFINED BY CBC CHAPTER 2.
EXCEPTION: ELECTRIC VEHICLE CHARGING STATIONS DESIGNED
AND CONSTRUCTED IN COMPLIANCE WITH THE CALIFORNIA
BUILDING CODE, CHAPTER 11B, ARE NOT REQUIRED TO COMPLY
WITH SECTION 4.106.4.2.1.1 AND SECTION 4.106.4.2.2, ITEM 3.
4.106.4.2.2.1.2
ELECTRIC
VEHICLE
CHARGING
SPACE (EV
SPACE)
DIMENSIONS AND
SLOPE
THE EV SPACE SHALL COMPLY WITH THE FOLLOWING:
1 - THE MIN. LENGTH SHALL BE 18 FEET.
2 - THE MIN. WIDTH SHALL BE 9 FEET.
3 - ONE IN EVERY 25 EV SPACE, BUT NOT LESS THAN ONE EV SPACE
SHALL ALSO HAVE AN 8-FOOT WIDE MIN. AISLE. A 5-FOOT WIDE MIN.
AISLE SHALL BE PERMITTED PROVIDED THE WIDTH OF EV SPACE IS
12 FEET.
a. SURFACE SLOPE FOR THIS EV SPACE AND THE AISLE SHALL NOT
EXCEED 1 UNIT VERTICAL IN 48 UNITS HORIZONTAL (2.083 PERCENT)
IN ANY DIRECTION.
4.106.4.2.3
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 PROPOSED LOCATION
OF THE EV SPACE. CONSTRUCTION DOCUMENTS SHALL IDENTIFY
THE RACEWAY TERMINATION POINT. THE SERVICE PANEL AND/OR
SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE
MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO
PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT
PROTECTIVE DEVICE.
4.106.4.2.3
MULTIPLE EV
SPACES
REQUIRED
CONSTRUCTION DOCUMENTS SHALL INDICATE THE RACEWAY
TERMINATION POINT AND PROPOSED LOCATION OF FUTURE EV
SPACE AND EV CHARGERS. CONSTRUCTION DOCUMENTS SHALL
ALSO PROVIDE INFORMATION ON AMPERAGE OF FUTURE EVSE,
RACEWAY METHOD(S), WIRING SCHEMATICS AND ELECTRICAL LOAD
CALCULATIONS TO VERIFY 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 SPACE AT
THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE
BASED UPON A 40-AMPERE MINIMUM BRANCH CIRCUIT. 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.
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).
DIVISION 4.2 - ENERGY EFFICIENCY
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 4.3 - WATER EFFICIENCY AND CONSERVATION (INDOOR WATER USE)
4.303.1
WATER
CONSERVING
PLUMBING
FIXTURES AND
FITTING
PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE
FOLLOWING:
TOILETS < 1.28 GAL/FLUSH
URINALS < .5 GAL/FLUSH
SHOWERHEADS < 1.8 GPM @ 80 PSI
MULTIPLE SHOWER HEADS COMBINED FLOW RATE OF ALL SHOWER
HEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A
SINGLE VALVE < 1.8 GPM @ 80 PSI OR DESIGNED TO ALLOW ONLY
ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME.
LAVATORY FAUCETS 0.8 GPM @ 20PSI < X < 1.2 GPM @ 60 PSI
LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS < .5 GPM
@ 60 PSI
METERING FAUCETS < .20 GPM PER CYCLE
KITCHEN FAUCETS < 1.8 GPM @ 60 PSI - MAY TEMPORARILY
INCREASE TO 2.2 GPM AND MUST DEFAULT TO 1.8 GPM
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.
DIVISION 4.3 - WATER EFFICIENCY AND CONSERVATION (OUTDOOR WATER USE)
4.304.1
OUTDOOR
POTABLE WATER
USE IN
LANDSCAPE
AREAS
AFTER DECEMBER 1, 2018, NEW RESIDENTIAL DEVELOPMENTS WITH
AN AGGREGATE LANDSCAPE AREA EQUAL TO OR GREATER THAN
500 SQUARE FEET SHALL COMPLY WITH ONE OF THE FOLLOWING
OPTIONS:
1 - A LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE OR THE
CURRENT CALIFORNIA DEPARTMENT OF WATER RESOURCES'
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO),
WHICHEVER IS MORE STRINGENT; OR
2 - PROJECTS WITH AGGREGATE LANDSCAPE AREAS LESS THAN
2,500 SQUARE FEET MAY COMPLY WITH THE MWELO'S APPENDIX D
PRESCRIPTIVE COMPLIANCE OPTION.
DIVISION 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY (ENHANCED DURABILITY & REDUCED
MAINTENANCE)
4.406.1 RODENT
PROOFING
ANNULAR SPACES AROUND PIPES, ELECTRICAL CABLES, CONDUITS
OR OTHER OPENINGS IN SOLE/BOTTOM PLATES IN 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.
DIVISION 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY (CONSTRUCTION WASTE REDUCTION,
DISPOSAL & RECYCLING)
4.408.1
CONSTRUCTION
WASTE
REDUCTION
RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE
NON-HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS, OR
MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION
WASTE MANAGEMENT ORDINANCE. EXCEPTIONS:
1 - EXCAVATED SOIL AND LAND-CLEARING DEBRIS.
2 - ALTERNATIVE WASTE REDUCTION METHODS DEVELOPED BY
WORKING WITH LOCAL AGENCIES IF DIVERSION OR RECYCLED
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 JOB SITES 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 OF SECTION 4.408.2.
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
4.408.4 &
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 3.4 LBS/S.F. (LOW RISE) OR 2
LBS/S.F. (HIGH RISE) 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.
DIVISION 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY (BUILDING MAINTENANCE & 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 COVERS ITEMS 1 THROUGH 10 OF
SECTION 4.410.1 SHALL BE PLACED IN THE BUILDING.
4.410.2 RECYCLING BY
OCCUPANTS
WHERE 5 OR MORE MULTI-FAMILY DWELLING UNITS ARE
CONSTRUCTED ON A BUILDING SITE, PROVIDE READILY ACCESSIBLE
AREA(S) THAT SERVES ALL BUILDINGS ON THE SITE AND IS
IDENTIFIED FOR THE DEPOSITING, STORAGE, AND COLLECTION OF
NON-HAZARDOUS MATERIALS FOR RECYCLING, INCLUDING (AT A
MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS,
ORGANIC WASTE, AND METALS, OR MEET A LAWFUL 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 NOT REQUIRED TO COMPLY WITH THE
ORGANIC WASTE PORTION OF THIS SECTION.
DIVISION 4.5 - ENVIRONMENTAL QUALITY (FIREPLACES)
4.503.1 GENERAL
ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENTED
SEALED-COMBUSTION TYPE. ANY INSTALLED WOOD STOVE 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. WOOD
STOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY
WITH LOCAL ORDINANCES.
DIVISION 4.5 - ENVIRONMENTAL QUALITY (POLLUTANT CONTROL)
CA RESIDENTIAL
MANDATORY
MEASURES
A0-41
Client
Project No:23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
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No.Date Description
1606 N Mabury St
4/28/2025
4.504.1
COVERING OF
DUCT OPENINGS
AND 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
AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR
DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED BY
METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE
THE AMOUNT OF WATER, DUST AND DEBRIS WHICH MAY ENTER THE
SYSTEM.
DIVISION 4.5 - ENVIRONMENTAL QUALITY (POLLUTANT CONTROL) CONTINUED
4.504.2.1
ADHESIVES,
SEALANTS AND
CAULKS
ADHESIVES, SEALANTS 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, ADHESIVES 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 TABLES 4.504.1 OR 4.504.2 AS
APPLICABLE. SUCH PRODUCTS SHALL ALSO COMPLY WITH RULE
1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS
(CHLOROFORM, ETHYLENE, DICHLORIDE, METHYLENE CHLORIDE,
PERCHLORETHYLENE, AND TRICHLOROETHLENE), 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
PRODUCTION, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN
ONE 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 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 MEASURES AS SHOWN IN TABLE 4.504.3 UNLESS THE
MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT
FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE
SPECIALTY COATINGS LISTED IN TABLE 4.504.3, SHALL BE
DETERMINED BY CLASSIFYING THE COATS AS 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 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 SECTION 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 SPECIFICATIONS
2 - FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS
A4.504.3 CARPET
SYSTEMS
ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE
TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE
FOLLOWING: 1 -
CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM
2 - CALIFORNIA DEPARTMENT OF PUBLIC HEALTH "STANDARD
METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC
CHEMICAL EMISSIONS FROM INDOOR SOURCES USING
ENVIRONMENT CHAMBERS" VERSION 1.1, FEBRUARY 2010 (ALSO
KNOWN AS SPECIFICATION 01350).
3 - NSF/ANSI 140 AT THE GOLD LEVEL
4 - SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE
GOLD
4.504.3.1 CARPET
CUSHION
ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL
MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S
GREEN LABEL PROGRAM.
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 COMPLY WITH ONE
OR MORE OF THE FOLLOWING:
1 - PRODUCTS COMPLIANT WITH THE CALIFORNIA DEPT. OF PUBLI
HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION
OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR
SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.1,
FEBRUARY 2010 (AKA SPECIFICATION 01350), CERTIFIED AS A CHPS
LOW-EMITTING MATERIAL IN THE COLLABORATIVE FOR HIGH
PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS
DATABASE.
2 - PRODUCTS CERTIFIED UNDER UL GREENGUARD (FORMERLY THE
GREENGUARD CHILDREN & SCHOOLS PROGRAM).
3 - CERTIFICATION UNDER THE RESILIENT FLOOR COVERING
INSTITUTE (RFCI) FLOOR SCORE PROGRAM.
4 - MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH
"STANDARD METHOD FOR THE TESTING AND EVALUATION OF
VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES
USING ENVIRONMENT CHAMBERS" VERSION 1.1, FEBRUARY 2010
(ALSO KNOWN AS SPECIFICATION 01350).
4.504.5
COMPOSITE
WOOD
PRODUCTS
HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY
FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR
OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS
FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL
MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ETSEQ.), 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 OR EUROPEAN 636 3S, AND CANADIAN CSA
O121, CSA O151, CSA O153, AND CSA O325 STANDARDS.
5. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY.
DIVISION 4.5 - ENVIRONMENTAL QUALITY (INTERIOR MOISTURE CONTROL)
4.505.2 CONCRETE SLAB
FOUNDATIONS
CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR
RETARDER BY CALIFORNIA BUILDING CODE, CCR, TITLE 24, CHAPTER
19 OR CONCRETE SLAB-ON-GROUND FLOORS REQUIRED TO HAVE A
VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE,
CHAPTER 5 SHALL 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 (101.6MM) THICK BASE OF 1/2 INCH (12.7MM) OR LARGER
CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER
IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN
WHICH WILL ADDRESS BLEEDING, SHRINKAGE AND CURLING SHALL
BE USED. 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
MATERIAL
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%
MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN
COMPLIANCE WITH ONE OF THE FOLLOWING:
1 - MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A
PROBE-TYPE OR A CONTACT-TYPE MOISTURE METER.
2 - MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET TO 4
FEET FROM THE GRADE STAMPED END OF EACH PIECE TO BE
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.
DIVISION 4.5 - ENVIRONMENTAL QUALITY ( INDOOR AIR QUALITY & EXHAUST)
4.506.1 BATHROOM
EXHAUST FAN
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 ADJUSTING
BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT. 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)
NOTE:
1)FOR THE PURPOSE 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.
DIVISION 4.5 - ENVIRONMENTAL QUALITY ( 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 SYSTEMS FUNCTION ARE
ACCEPTABLE.
CHAPTER 7 - INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS (QUALIFICATIONS)
702.1 INSTALLER
TRAINING [HCD]
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. 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 OR VERIFICATION ORGANIZATIONS.
4 - PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.
5 - OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY.
702.2 SPECIAL
INSPECTION
WHEN REQUIRED BY THE ENFORCING AGENCY, SPECIAL
INSPECTORS WILL PROVIDE INSPECTIONS OR OTHER DUTIES
NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE.
SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE FOR THE
PARTICULAR TYPE OF INSPECTION OR TASK,
DIVISION 7.3 - VERIFICATIONS
703.1 DOCUMENTATION
DOCUMENTATION USED TO SHOW COMPLIANCE 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..
CA RESIDENTIAL
MANDATORY
MEASURES
A0-42
Client
Project No:23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
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No.Date Description
1606 N Mabury St
4/28/2025
TITLE 24
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PHONG TR UONG
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
NO. C70784
EXP. 06/30/2025
CIV IL
1606 N Mabury St
4/28/2025
TITLE 24
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JOB: R24-0920
PHONG TR UONG
STATE OF CALIFORNIA
REGISTERED PROFESSIONAL ENGINEER
NO. C70784
EXP. 06/30/2025
CIV IL
1606 N Mabury St
4/28/2025
Job#R24-0920 Garage/ADU Conversion
(909) 569-1886 | info@getstructural.com
3000 E. BIRCH STREET, SUITE 201, BREA, CA 92821
BUILDING ENERGY ANALYSIS REPORT
SINGLE FAMILY RESIDENCE ADDITION at:
1606 N. Mabury St
Santa Ana, CA 92701
12/9/2024
1606 N Mabury St
4/28/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Garage/ADU Conversion Calculation Date/Time:2024-12-09T10:59:56-08:00 (Page 1 of 9)
Calculation Description:Title 24 Analysis Input File Name:1606 N. Mabury St - T24.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-09 11:00:10
GENERAL INFORMATION
01 Project Name Garage/ADU Conversion
02 Run Title Title 24 Analysis
03 Project Location 1606 N. Mabury St
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92701 07 Software Version EnergyPro 9.3
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)270
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 1
14 Addition Cond. Floor Area (ft2)402 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)0.01 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)402.01 19 Glazing Percentage (%)11.82%
20 ADU Bedroom Count 1 21 ADU Conditioned Floor Area 402
22 Fuel Type Natural gas 23 No Dwelling Unit:No
ADDITION ALONE - Project Analysis Parameters
01 02 03 04 05 06
Existing Area (excl. new addition)
(ft2)
Addition Area (excl. existing)
(ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms
0.01 402 402.01 0 1 1
ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS
01 02 03 04 05 06 07 08
Zone Name Existing Area (excl.
new addition) (ft2)
ADU Area (excl.
existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached
Living Area 0.01 402 402.01 0 1 1 Detached
424-P010307495A-000-000-0000000-0000 12/09/2024 11:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1606 N Mabury St
4/28/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Garage/ADU Conversion Calculation Date/Time:2024-12-09T10:59:56-08:00 (Page 2 of 9)
Calculation Description:Title 24 Analysis Input File Name:1606 N. Mabury St - T24.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-09 11:00:10
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
424-P010307495A-000-000-0000000-0000 12/09/2024 11:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1606 N Mabury St
4/28/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Garage/ADU Conversion Calculation Date/Time:2024-12-09T10:59:56-08:00 (Page 3 of 9)
Calculation Description:Title 24 Analysis Input File Name:1606 N. Mabury St - T24.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-09 11:00:10
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 0.77 0 2.98 0 -2.21
Space Cooling 0 54.71 0 48.75 0 5.96
IAQ Ventilation 0 5.49 0 5.49 0 0
Water Heating 0 66.63 0 66.63 0 0
Self
Utilization/Flexibility
Credit
0 0
Efficiency Compliance
Total 0 127.6 0 123.85 0 3.75
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 12.37 0 12.37
Appl. & Cooking 0 76.15 0 75.74
Plug Loads 0 91.47 0 91.47
Outdoor Lighting 0 2.09 0 2.09
TOTAL COMPLIANCE 0 309.68 0 305.52
424-P010307495A-000-000-0000000-0000 12/09/2024 11:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1606 N Mabury St
4/28/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Garage/ADU Conversion Calculation Date/Time:2024-12-09T10:59:56-08:00 (Page 4 of 9)
Calculation Description:Title 24 Analysis Input File Name:1606 N. Mabury St - T24.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-09 11:00:10
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 50.79 50.1 0.69 1.36
Net EUI2 50.79 50.1 0.69 1.36
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Insulation below roof deck
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Verified heat pump rated heating capacity
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
Living Area Conditioned Mini Split1 402 8 DHW Sys 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
North wall Living Area R-15 Wall 0 Left 160 50 90 none New
424-P010307495A-000-000-0000000-0000 12/09/2024 11:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1606 N Mabury St
4/28/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Garage/ADU Conversion Calculation Date/Time:2024-12-09T10:59:56-08:00 (Page 5 of 9)
Calculation Description:Title 24 Analysis Input File Name:1606 N. Mabury St - T24.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-09 11:00:10
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
East wall Living Area R-15 Wall 90 Back 160.64 0 90 none New
South wall Living Area R-15 Wall 180 Right 160 0 90 none New
West wall Living Area R-15 Wall 270 Front 160.64 27.5 90 none New
Roof Living Area R-30 + R-15 Roof Attic n/a n/a 402 n/a n/a New
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Living Area Attic RoofLiving Area Ventilated 4 0.1 0.85 No No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
SLGD4-6068 Window North wall Left 0 1 40 0.3 NFRC 0.23 NFRC Bug Screen
WA-2630 Window West wall Front 270 1 7.5 0.3 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
D6-1668 North wall 10 0.5
D1-3068 West wall 20 0.5
424-P010307495A-000-000-0000000-0000 12/09/2024 11:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1606 N Mabury St
4/28/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Garage/ADU Conversion Calculation Date/Time:2024-12-09T10:59:56-08:00 (Page 6 of 9)
Calculation Description:Title 24 Analysis Input File Name:1606 N. Mabury St - T24.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-09 11:00:10
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade Living Area 402 80.17 none 0 80%No
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
Attic RoofLiving Area Attic Roofs Wood Framed
Ceiling 2x6 @ 24 in. O. C.R-15 None / 0 0.066
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-15 / 2x6
R-30 + R-15 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x6 @ 24 in. O. C.R-30 None / None 0.032
Over Ceiling Joists: R-15.7 insul.
Cavity / Frame: R-14.3 / 2x6
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
424-P010307495A-000-000-0000000-0000 12/09/2024 11:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1606 N Mabury St
4/28/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Garage/ADU Conversion Calculation Date/Time:2024-12-09T10:59:56-08:00 (Page 7 of 9)
Calculation Description:Title 24 Analysis Input File Name:1606 N. Mabury St - T24.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-09 11:00:10
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name
Heating
Element
Type
Tank Type # of Units Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated Input
Type
Input Rating
or Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby Loss
or Recovery
Eff
1st Hr. Rating
or Flow Rate
Tank
Location
DHW
Heater 1 Gas
Consumer
Instantaneo
us
1 0 UEF 0.81 Btu/Hr 200000 0 n/a n/a
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
Mini Split1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
424-P010307495A-000-000-0000000-0000 12/09/2024 11:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1606 N Mabury St
4/28/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Garage/ADU Conversion Calculation Date/Time:2024-12-09T10:59:56-08:00 (Page 8 of 9)
Calculation Description:Title 24 Analysis Input File Name:1606 N. Mabury St - T24.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-09 11:00:10
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1
Ductless MiniSplit
HP 1 HSPF 8 12000 10000 EERSEER 14 11 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required No No Yes Yes
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?HERS Verification Status
SFam ADU
IAQVentRpt 27 0.35 Exhaust No n/a / n/a No Yes
424-P010307495A-000-000-0000000-0000 12/09/2024 11:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1606 N Mabury St
4/28/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Garage/ADU Conversion Calculation Date/Time:2024-12-09T10:59:56-08:00 (Page 9 of 9)
Calculation Description:Title 24 Analysis Input File Name:1606 N. Mabury St - T24.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-12-09 11:00:10
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Paul Truong
Get Structural 12/09/2024
3000 E Birch St
Brea, CA 92821 9095691886
Paul Truong
Get Structural 12/09/2024
3000 E Birch St
Brea, CA 92821 9095691886
424-P010307495A-000-000-0000000-0000 12/09/2024 11:00 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
1606 N Mabury St
4/28/2025
110
1'-
0
"
MIN
DEPTH OF
FRAMING
SILL BIB S.A.F.
12" WIDE. INSTALL
FLUSH WITH R.O.
SILL, EXTEND MIN
12" BEYOND EACH
JAMB OF THE R.O.,
STAPLE ALONG
TOP EDGE ONLY
JAMB S.A.F.
12" WIDE. INSTALL
FLUSH WITH R.O.
JAMB, EXTEND 11 1/2"
ABOVE R.O. HEAD
AND 11" BELOW R.O.
SILL. STAPLE ALONG
JAMB EDGE ONLY
WINDOW SETTING SEALANT
APPLY 1/2" BEAD OF
SEALANT TO MOUNTING
SIDE OF WINDOW FLANGE
BEFORE SETTING WINDOW,
OOZE OUT FROM BEHIND
WINDOW SHOULD OCCUR
UPON SETTING WINDOW
SILL PAN S.A.F.
12" WIDE
O/WINDOW SILL
AND SILL BIB
S.A.F.
ROLL ENTIRE
SURFACE WITH
J-ROLLER
1 3 4 5 6 10
W.R.B.
SLIPPED UNDER SILL
BIB S.A.F., APPLY
REMAINING W.R.B. IN
WEATHERBOARD
FASHION OVER AND
UNDER W.R.B. SILL
9*8*
GSM HEAD
FLASHING CAP W/
CLOSED ENDS
(SOLDER SEAMS)
S.A.F. *
12" WIDE OVER
FLASHING SCREED
SOLID BACKING ALL FOUR
SIDES OF OPENING SHALL
EXTEND 1" MINIMUM BEYOND
THE EXTENT OF ALL APPLIED
WINDOW FLASHINGS
BUTTERED SEALANT
IMMEDIATELY AFTER SECURING WINDOW IN
THE OPENING, APPLY ADDITIONAL SEALANT
TO THE FRONT SURFACE OF THE WINDOW
NAILING FLANGE. TOOL SEALANT AND OOZE
OUT (STEP 5) TO A FULL KNOCK DOWN BEAD
THAT COVERS THE COMPLETE FLANGE AND
1" MINIMUM OF THE SURROUNDING MATERIAL
7
HEAD FLANGE S.A.F.
12" WIDE. INSTALL BOTTOM
EDGE TO LAP WINDOW HEAD
FLANGE, EXTEND 1" BEYOND
JAMB S.A.F.. ADHERE TO
WINDOW HEAD FLANGE
WINDO
W
STAPLED
ALONG JAMB
EDGE UNDER
WINDOW FIN
WIDTH
O
F
ROUG
H
O
P
E
N
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WINDO
W
ROUG
H
O
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11
"
11
1
/
2
"
WIN
D
O
W
R
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O
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N
I
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WINDO
W
R
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S
2
6
"
WIDTH
O
F
D
R
I
P
F
L
A
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H
I
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PLUS
6
"
WIN
D
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OPENI
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18" MI
N
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U
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.
13" BE
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O
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.
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.
* STEPS 8 AND 9 ARE NOT REQUIRED IF THE WINDOW IS PROTECTED BY A MIN. 30" DEEP EAVE OR SOFFIT
THAT IS WITHIN 24" OF THE WINDOW HEAD. THE EAVE OR SOFFIT SHALL EXTEND 30" EACH SIDE OF WINDOW.
2
CORNER FLASHING
SET IN SEALANT
PER MFGR.
TRIM EXCESS
MATERIAL FLUSH
WITH INSIDE FACE
OF WINDOW SILL
4"4"
WINDOW FLASHING
SHEATHING MAY OCCUR
HEADER PER STRUCTURAL
FRAMING PER STRUCTURAL
INTERIOR FINISH
FRAMING PER STRUCTURAL
INTERIOR FINISH
3-COAT STUCCO SYSTEM
O/ METAL LATH O/ W.R.B.
SHEATHING MAY OCCUR
LOW EXPANSION FOAM ALL FOUR
SIDES OF WINDOW
SOLID BACKING REQUIRED WHEN
SHEATHING NOT PROVIDED
SOLID BACKING REQUIRED WHEN
SHEATHING NOT PROVIDED
CORNER FLASHING (BELOW)
APPLIED FOAM TRIM MAY OCCUR
SEE EXTERIOR ELEVATIONS
LOW EXPANSION FOAM ALL FOUR
SIDES OF WINDOW
LOW EXPANSION FOAM ALL FOUR
SIDES OF WINDOW
3-COAT STUCCO SYSTEM
O/ METAL LATH O/ W.R.B.
FOR ADDITIONAL INFORMATION SEE DETAILS 1
-
FACTORY FINISHED WINDOW
SET
FACTORY FINISHED WINDOW
SET
APPLIED FOAM TRIM MAY OCCUR
SEE EXTERIOR ELEVATIONS
APPLIED FOAM TRIM MAY OCCUR
SEE EXTERIOR ELEVATIONS
GALVANIZED SHEET METAL HEAD
FLASHING CAP W/ SOLDERED CLOSED
ENDS W/ BOND BREAKER
FACTORY FINISHED WINDOW
SET
CORNER FLASHING (BEYOND)
HEAD
JAMB
SILL
SOLID BACKING REQUIRED WHEN
SHEATHING NOT PROVIDED
FRAMING PER STRUCTURAL
INTERIOR FINISH
W.R.B. TO COVER S.A.F.
3-COAT STUCCO SYSTEM
O/ METAL LATH O/ W.R.B.
SHEATHING MAY OCCUR
1/
2
"
SL
2 : 12
SL
2 : 12
1/2"
1/
2
"
WINDOWDOOR FLASHING PAN INSTALLATION
GSM HEAD FLASHING CAP - INSTALL FLASHING SCREED AS REQUIRED BY DETAIL. EXTEND THE
SCREED 2" PAST THE ROUGH OPENING AT BOTH ENDS. SET SCREED ONTO HEAD PLASTER MOULD
WITH SEALANT. NOT REQUIRED IF THE DOOR IS PROTECTED BY A MINIMUM 30" DEEP EAVE OR
SOFFIT THAT IS WITHIN 24" OF THE DOOR HEAD, THE EAVE OR SOFFIT SHALL EXTEND 30" EACH
SIDE OF DOOR.
STEP
W.R.B. - APPLY W.R.B. IN WEATHERBOARD FASHION AROUND THE INSTALLED DOOR.
2
STEP 6A
FLASHING CORROSION RESISTANT PAN - INSTALL ALONG BOTTOM OF OPENING, SET IN SEALANT
AND FASTEN THROUGH THE VERTICAL LEGS ONLY TO THE ROUGH FRAMING JAMBS.
WEEP S.A.F. - ADHERE 9" WIDE S.A.F. OVER CEMCO #3 FLASHING SCREED. EXTEND THE S.A.F. 2"
PAST THE CEMCO #3 FLASHING SCREED AT BOTH ENDS; S.A.F. REQUIRED WITH CEMCO #3.
1STEP
6B
STEP
STEP 7
"L" METAL - INSTALL AT DECK TO WALL TRANSITION, PROVIDE SOLID BACKING AT VERTICAL LEGS
AND INSTALL WITH A MINIMUM 4" LAP BETWEEN PIECES. ALL JOINTS SOLDERED.
3STEP PLACE DOOR FRAME - PLACE THE DOOR FRAME IN THE ROUGH OPENING. PLUMB, SQUARE, AND
SHIM THE DOOR, THEN FASTEN THE DOOR FRAME TO THE JAMB STUDS.
STEP 4 JAMB S.A.F. - ATTACH A STRIP OF S.A.F. ALONG EACH SIDE OF JAMB, ADHERING TO THE ROUGH
FRAMING AND DOOR FRAME JAMB. ALIGN EDGE OF S.A.F. TO INSIDE OF DOOR FRAME JAMB . THE
S.A.F. SHALL OVERLAP THE "L" METAL AND PAN FLASHING AND EXTEND 12" ABOVE THE HEAD
ROUGH OPENING. PRIME SUBSTRATE AS REQUIRED BY S.A.F. MANUF.
STEP 5 HEAD S.A.F. - ADHERE S.A.F. ABOVE THE ROUGH OPENING. EXTEND THE S.A.F. 13" PAST THE ROUGH
OPENING AT EACH END. ALIGN THE BOTTOM EDGE OF THE S.A.F. WITH THE BOTTOM OF THE DOOR
FRAME HEAD.
STEP 5A PLASTER MOULD. - APPLY PLASTER MOULD TO DOOR FRAME ON CONTINUOUS SEALANT. PLASTER
MOULD SHALL ALIGN WITH INSIDE EDGE OF DOOR FRAME. PLASTER MOULD SHALL BE BACK PRIMED.
ROU
G
H
O
P
E
N
I
N
G
W
I
D
T
H
GSM HEAD FLASHING CAP - SET
FLASHING SCREED IN SEALANT TO
PLASTER MOULD HEAD.
STEP JAMB S.A.F
STEP
4
2"
6A
6BSTEP WEEP S.A.F. - ADHERE O/ CEMCO #3
FLASHING SCREED.
2"
ROUG
H
O
P
E
N
I
N
G
W
I
D
T
H
P
L
U
S
2
6
"
2"
STEP PLASTER MOULD - APPLY PLASTER
MOULD TO DOOR FRAME ON
CONTINUOUS SEALANT.
5A
SECTION AA
ROUG
H
O
P
E
N
I
N
G
W
I
D
T
H
P
L
U
S
8
"
STEP PLACE DOOR FRAME3
STEP HEAD S.A.F.5
4"
4
2
-
-
A
B
-
11
-
7"
2"
4"
LAP
TYP
4"
4"
LAP
TYP
VE
R
I
F
Y
STEP
STEP
STEP 5
-
B
A
12
"
ROUGH OPENING WIDTH PLUS 26"
HEAD S.A.F.
ADHERED
JAMB S.A.F.
FLASHING PAN
ATTACH FLASHING PAN
AT VERTICAL SIDES ONLY
ROUGH OPENING WIDTH
F.F.
11
-
13"
STEP 3
PLACE DOOR
FRANE
COOR
D
I
N
A
T
E
WITH
T
H
R
E
S
H
O
L
D
4" LA
P
4"
PAN FLASHING* - SOLDER ALL JOINTS.
WHEN "L" FLASHING HAS LESS THAN A 2"
VERTICAL RISE BETWEEN THE DECK AND
PAN, CONSTRUCT PAN AND "L" FLASHING
AS INTEGRAL ONE PIECE. COORDINATE
PAN DEPTH AND LIP HEIGHT WITH EACH
SPECIFIC THRESHOLD, FABRICATE PAN
TO MAXIMIZE DEPTH YET ELIMINATE
THRESHOLD ANCHOR PENETRATIONS
THROUGH THE PAN.
4"
4"
1
/
8
"
M
I
N
LIP
4"ROU
G
H
O
P
E
N
I
N
G
2"
SECTION BB
VE
R
I
F
Y
1
STEP
"L" FLASHING*
2
STEP
* USE STAINLESS STEEL "L" AND PAN FLASHING AT CONCRETE SLAB OR DECK. COAT
GSM "L" AND PAN FLASHING WITH PROTECTIVE MEMBRANE AT WOOD DECKS PER DETAIL
DOOR
SHEATHING MAY OCCUR
2x SOLID BACKING REQUIRED AT S.A.F.
WHEN SHEATHING NOT PROVIDED
DOOR AND FRAME
HEAD
JAMB
APPLIED FOAM TRIM MAY OCCUR,
SEE EXTERIOR ELEVATIONS
FOR ADDITIONAL INFORMATION SEE DETAILS
3-COAT STUCCO SYSTEM
O/ METAL LATH O/ W.R.B.
PERIMETER GASKET
JAMB S.A.F. EXTEND DOWN
O/ PAN FLASHING & L FLASHING
10
-
PLASTER MOULD O/ SEALANT
O/ S.A.F. O/ DOOR FRAME JAMB
VERIFY FRAME
WIDTH WITH
WALL REQ'MT.
FRAMING PER STRUCTURAL
DOOR SHIM
LOW EXPANSION FOAM
APPLY WITHIN SHIM CAVITY
INTERIOR FINISH
SHEATHING MAY OCCUR
HEADER PER STRUCTURAL
3-COAT STUCCO SYSTEM
O/ METAL LATH O/ W.R.B.
W.R.B. O/ 9" WIDE WEEP S.A.F.
O/ HEAD FLASHING CAP
O/ DOOR HEAD S.A.F.
2x SOLID BACKING REQUIRED
AT S.A.F. WHEN SHEATHING
NOT PROVIDED
DOOR AND FRAME
GSM HEAD FLASHING CAP, WHEN
REQUIRED BY DETAIL 3 THIS SHEET
SET IN SEALANT OVER PLASTER
MOULD
APPLIED FOAM TRIM MAY OCCUR;
SEE EXTERIOR ELEVATIONS
PERIMETER GASKET
INTERIOR FINISH
FRAMING PER STRUCTURAL
BOND BREAKER
PLASTER MOULD O/ SEALANT
O/ S.A.F. O/ DOOR HEAD W/ BEAD OF
SEALANT AT HEAD AND MOULD
1/
2
"
MI
N
.
SL
2 : 12
2DOOR THRESHOLD
WATERPROOF MEMBRANE OVER
AND UNDER THRESHOLD PAN
FLASHING
HARDSCAPE BELOW SCREED
CORROSION RESISTANT THRESHOLD
FLASHING PAN
ISOLATE DISSIMILAR METALS &
METAL TO CONCRETE.
LANDING SLOPE
1/4" = 1'-0" MAX
10
-
7
3 4"
MA
X
THRESHOLD INSTALL PER MANUF.
DOOR BOTTOM
"PEMKO" 34SD OR EQ.
5
7
6
2"
M
I
N
.
STUCCO WEEP SCREED
SLOPE
8"
M
I
N
.
SHEATHING MAY OCCUR PROVIDE A
CONTINUOUS FLUSH SUBSTRATE
FURR OUT WALL PLANE ADJACENT TO
SHEAR PANELS TO EQUAL THICKNESS
2X P.T.D.F. SILL PLATE (3X MAY
OCCUR SEE STRUCT. PLANS)
CONTINUOUS NON HARDENING VINYL
CAULK (3) BEADS OR 1" WIDE STRIP
HARDSCAPE MAY OCCUR
INTERIOR FINISH
FINISH GRADE
FRAMING PER STRUCTURAL
WEEP SCREED 26 GA. GALV. MTL. W/
3 1/2" HIGH NAILING FLANGE
3-COAT STUCCO SYSTEM
O/ METAL LATH O/ W.R.B.
W.R.B. O/ 9" WIDE S.A.F. O/ WEEP SCREED
4"
M
I
N
.
DETAILS
No.Date Description
AD-01
Client
Project No:23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
GA
R
A
G
E
A
D
U
16
0
6
N
M
A
B
U
R
Y
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
No.Date Description
1606 N Mabury St
4/28/2025
110
25
7
HEAD
JAMB
FOR ADDITIONAL INFORMATION SEE DETAILS
JAMB S.A.F.
4
-
INTERIOR FINISH
FRAMING PER STRUCTURAL
SLIDING GLASS DOOR
SL. GL. DR.
3-COAT STUCCO SYSTEM
O/ METAL LATH O/ W.R.B.
JAMB S.A.F. EXTEND DOWN
O/ PAN FLASHING & L FLASHING
S.A.F. O/ WINDOW FLANGE SEE
S.A.F. O/ HEAD FLASHING CAP
W.R.B.
GALVANIZED SHEET METAL
FLASHING CAP W/ SOLDERED
CLOSED ENDS W/ BOND BREAKER.
FACTORY FINISHED SLIDING GLASS
DOOR
3-COAT STUCCO SYSTEM
O/ METAL LATH O/ W.R.B.
SHEATHING MAY OCCUR
SOLID BACKING REQUIRED WHEN
SHEATHING NOT PROVIDED
1
AD-02
HEADER PER STRUCTURAL
INTERIOR FINISH
FRAMING PER STRUCTURAL
7
3
/
4
"
M
A
X
SL. GL. DR. THRESHOLD
SLIDING GLASS DOOR THRESHOLD
WATERPROOF MEMBRANE OVER AND
UNDER THRESHOLD PAN FLASHING
HARDSCAPE BELOW
SCREED LANDING SLOPE
THRESHOLD PAN FLASHING
SEE STEP 2 DETAIL 2
FACTORY FINISHED SLIDING GLASS
DOOR
CORROSION RESISTANT THRESHOLD
FLASHING PAN
ISOLATE DISSIMILAR METALS &
METAL TO CONCRETE.
2
-
DETAILS
No.Date Description
AD-02
Client
Project No:23-1107
PHONE NO.
NPS MANAGEMENT
4401 ATLANTIC AVE #200
LONG BEACH, CA 90807
562-528-8100
JWAIM DESIGN
714-494-6810
jwaimdesign@gmail.com
CCOPYRIGHT
It is the clients responsibility prior to or during construction to notify the architect in writing
of any perceived errors or omissions in the plans and specifications of which a contractor
thoroughly knowledgeable with the building codes and methods of construction should
reasonably be aware. Written instructions addressing such perceived errors or omissions
shall be received from the architect prior to the client or clients subcontractors proceeding
with the work. The client will be responsible for any defects in construction if these
procedures are not followed.
GA
R
A
G
E
A
D
U
16
0
6
N
M
A
B
U
R
Y
S
T
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
1
No.Date Description
1606 N Mabury St
4/28/2025
1606 N Mabury St
4/28/2025
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
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
CITY MANAGER
Alvaro Nuñez
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
September 5, 2024
Also sent via email to: robert@benfairoffice.com
Robert Fair
OC Apartments, LLC
2321 E. 4th Street, #C615
Santa Ana, CA 92705
Subject: Address Assignment for Multi-Family Dwelling Structures located at 1600 through
1610 North Mabury Street (APN: 400-251-09) in Santa Ana, CA
Dear Robert Fair,
The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal
addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address
resequencing for a multi-family dwelling structure and an address assignment for a proposed
accessory dwelling unit (ADU) located at 1600 through 1610 North Mabury Street (APN: 400-251-
09). Notice is hereby given that the following assigned address(es) shall be posted onsite per the
approved address plan, attached hereto as Exhibit A.
Addresses to be Activated/Posted
2. 1600 North Mabury Street, Unit L
3. 1606 North Mabury Street (Address for New ADU)
4. 1610 North Mabury Street, Unit A (Formerly Unit 1)
5. 1610 North Mabury Street, Unit B (Formerly Unit 2)
6. 1610 North Mabury Street, Unit C (Formerly Unit 3)
7. 1610 North Mabury Street, Unit D (Formerly Unit 4)
8. 1610 North Mabury Street, Unit E (Formerly Unit 5)
9. 1610 North Mabury Street, Unit F (Formerly Unit 6)
10. 1610 North Mabury Street, Unit G (Formerly Unit 7)
11. 1610 North Mabury Street, Unit H (Formerly Unit 8)
12. 1610 North Mabury Street, Unit J (Formerly Unit 9)
13. 1610 North Mabury Street, Unit K (Formerly Unit 10)
14. 1610 North Mabury Street, Unit L (Formerly Unit 11)
15. 1610 North Mabury Street, Unit M (Formerly Unit 12)
16. 1610 North Mabury Street, Unit N (Formerly Unit 13)
17.
1606 N Mabury St
4/28/2025
Address Letter for 1600-1610 North Marbury Street
Page 2 of 3
Addresses to be Deactivated/Removed
2. 1610 North Mabury Street, Unit 1
3. 1610 North Mabury Street, Unit 2
4. 1610 North Mabury Street, Unit 3
5. 1610 North Mabury Street, Unit 4
6. 1610 North Mabury Street, Unit 5
7. 1610 North Mabury Street, Unit 6
8. 1610 North Mabury Street, Unit 7
9. 1610 North Mabury Street, Unit 8
10. 1610 North Mabury Street, Unit 9
11. 1610 North Mabury Street, Unit 10
12. 1610 North Mabury Street, Unit 11
13. 1610 North Mabury Street, Unit 12
14. 1610 North Mabury Street, Unit 13
To subdivide commercial and/or residential units into multiple units, a building permit (and all other
associated permits), plans, and inspection approvals by the PBA are required. Address(es) will
be verified during inspections by the Building Safety Division.
Please update your records accordingly. Should you have any questions, feel free to contact me
by phone at (714) 667-2746 or by email at Hsafran@santa-ana.org.
Sincerely,
Holli Safran
Associate Planner
Exhibit A – Address Plan
1606 N Mabury St
4/28/2025
Address Letter for 1600-1610 North Marbury Street
Page 3 of 3
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
Alejandra Gutierrez, Treasury & Customer Services Manager
Hector Jimenez, Revenue Supervisor
Alfonso Chavez, Utilities Customer Services Supervisor
Judson Brown, Housing & Neighborhood Development Manager
Rudy Rosas, 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
1606 N Mabury St
4/28/2025
Exhibit A: Address Plan
1606 N Mabury St
4/28/2025
Planning & Building Agency
Building and Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714)-647-5800
www.santa-ana.org
DETACHED ADU
GRADING PERMIT
WAIVER REQUEST
PCC-20
ISSUED: 7/1/2024 Page 1 of 1
THIS WAIVER SHALL BE COMPLETED BY THE LEGAL PROPERTY OWNER(S)
A grading permit is required for all new detached buildings including new detached Accessory
Dwelling Unit (ADU) projects. Precise grading plans prepared and stamped by a registered
professional engineer shall be required to be submitted before or concurrently with the
architectural plans submittal to the Building Safety Division.
Grading Permit Waiver: Residential detached Accessory Dwelling Unit (ADU) projects with a
total building area of 1,200 sq. feet or less may be eligible for a grading permit waiver request if
all of the following conditions are met. The property owner(s) shall take full responsibility for the
site drainage by signing this waiver request agreement below. In order to qualify for the grading
permit waiver, the property owner(s) shall complete all sections, check appropriate boxes, and
sign this waiver request. A copy of this completed checklist shall be made part of the each set of
plans. If answering NO to any of the questions, a grading plan and permit shall be required.
Project Property Address:
Yes No
1. ☐ ☐ The project property is NOT located on a FEMA designated flood zone (Zone A
or AE).
2. ☐ ☐ The total amount of soil being cut or filled on this project is less than 50 cubic
yards.
3. ☐ ☐ The site drainage shall be constructed such that surface water flows away from
buildings and adjoining property lines, in accordance with all applicable codes.
4. ☐ ☐ The site drainage shall be constructed such that the drainage will not adversely
affect the adjoining properties.
5. ☐ ☐ The project plans includes a site plan that shows site drainage patterns.
Grading Permit Waiver Request
I/we are requesting a waiver from the standard requirements for a precise grading plan and permit
for our ADU project to be constructed at the project address indicated above. In doing so, I/we
accept that the design of the site drainage patterns must adhere to the minimum requirements
set forth in the current building codes and the County of Orange Drainage Design Manual. By
signing this waiver request: (1) I/we certify that I/we are the legal property owner(s); (2) I/we agree
to take full liability for the site drainage; (3) I/we agree that the checked box conditions above are
true; and (4) I/we agree to defend, indemnify, and hold harmless the City of Santa Ana, its officials,
employees, and agents against any and all claims for damages and costs arising out of the site
drainage at the project property.
Owner Name(s): (Print)
Owner Signature(s):
Date: Phone Number:
Notes: 1. The building official reserves the right to require a grading permit based on site conditions.
2. This grading permit waiver request does not apply to projects in the FEMA Flood Zones.
1600 Mabury St Santa Ana, CA 92701
OC Apartments, LLC by Robert Fair, Manager
01/28/2025 (714)714-0464
1606 N Mabury St
4/28/2025
1606 N Mabury St
4/28/2025