Item 5 - Staff Report and Attachments 1 to 7
PREPARED BY: SEAN MULLIN, AICP
Senior Planner
110 E. Main Street Los Gatos, CA 95030 ● 408-354-6874
www.losgatosca.gov
TOWN OF LOS GATOS
HISTORIC PRESERVATION
COMMITTEE REPORT
MEETING DATE: 04/27/2022 ITEM NO: 5
DATE: April 22, 2022
TO: Historic Preservation Committee
FROM: Joel Paulson, Community Development Director
SUBJECT: Requesting Approval for Construction of Exterior Alterations and an Addition
to an Existing Contributing Single-Family Residence Located in the Almond
Grove Historic District on Property Zoned R-1D:LHP. Located at 222
Nicholson Avenue. APN 510-17-048. Minor Development in a Historic
District Application HS-22-020. PROPERTY OWNER: Chris and Alicia Cougill.
APPLICANT: Jay Plett, Architect. PROJECT PLANNER: Sean Mullin.
RECOMMENDATION:
Consider a request for approval for construction of exterior alterations and additions to an
existing contributing single-family residence located in the Almond Grove Historic District on
property zoned R-1D:LHP located at 222 Nicholson Avenue.
PROPERTY DETAILS:
1. Date primary structure was built: 1920 per County Assessor’s Database, with an effective
year-built date of 1930; 1920s per Anne Bloomfield Survey
2. Town of Los Gatos Preliminary Historic Status Code: “I”, Contributor to Town’s Historic
feeling and appears intact
3. Does property have an LHP Overlay? Yes
4. Is structure in a historic district? Yes, Almond Grove Historic District
5. If yes, is it a contributor? Yes
6. Findings required? No
7. Considerations required? Yes
BACKGROUND:
The Santa Clara County Assessor’s Database lists a construction date of 1920 for the existing
residence, with an effective year build date of 1930, indicating substantial construction
occurred to the residence. Town records do not include any evidence of work on the property
PAGE 2 OF 3 SUBJECT: 222 Nicholson Avenue Avenue/HS-22-020 DATE: April 22, 2022
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BACKGROUND (continued):
between 1920 and 1930. The 1990 Anne Bloomfield Survey indicates a construction date of the
1920s (Attachment 1). The Sanborn Fire Insurance maps show the property developed with a
main residence and an accessory structure in 1928 through 1956, showing a consistent building
footprint (Attachment 2). A review of Town records shows that the Historic Preservation
Committee approved a proposal for an addition connecting the residence and garage in 2007
(Attachment 3). A Building Permit was issued for the work, which was completed in 2008.
DISCUSSION:
The applicant is requesting approval for construction of exterior alterations and an addition to
the existing residence (Attachments 4 and 7). The project includes an addition on the north
elevation and an interior remodel. The interior remodel includes conversion of an existing
garage space into a new master bedroom suite. The existing garage space does not meet the
Town’s required dimensions for a single interior parking space and the conversion of this area
will not result in the loss of a parking space.
Exterior alterations on the south elevation along Nicholson Avenue include infilling the existing
garage door with new wall area and a window (Attachments 4 and 7). The proposed window
would be wood with wood trim to match the existing windows on the residence. The existing
archway to the left of the garage would be raised to complement the sill height of the new
window (Attachment 4). Alterations on the north elevation include new windows and doors at
the addition. The roof would be extended over the new additions. All new exterior materials
would match the existing.
CONSIDERATIONS:
A. Considerations
Sec. 29.80.290. Standards for review.
In evaluating applications, the deciding body shall consider the architectural style, design,
arrangement, texture, materials and color, and any other pertinent factors. Applications
shall not be granted unless:
In historic districts, the proposed work will neither adversely affect the exterior
architectural characteristics or other features of the property which is the subject of
the application, nor adversely affect its relationship, in terms of harmony and
appropriateness, with its surroundings, including neighboring structures, nor adversely
affect the character, or the historical, architectural or aesthetic interest or value of the
district.
PAGE 3 OF 3 SUBJECT: 222 Nicholson Avenue Avenue/HS-22-020 DATE: April 22, 2022
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CONSIDERATIONS (continued):
B. Residential Design Guidelines
Section 4.9 of the Town’s Residential Design Guidelines offers recommendations for
additions to historic resources through reference to Section 3.9 (Attachment 6).
CONCLUSION:
The applicant requests approval for construction of exterior alterations and additions to an
existing contributing single-family residence located in the Almond Grove Historic District.
Should the Committee find merit in the request, the project would be completed with a
Building Permit and the project would not return to the Committee.
ATTACHMENTS:
1. 1990 Anne Bloomfield Survey
2. Sanborn Map Exhibit
3. Excerpt from 2007 Plans for Addition
4. Proposed South Elevation Exhibit
5. Section 3.9, Residential Design Guidelines
6. Exterior Photos
7. Development Plans
This Page
Intentionally
Left Blank
This Page
Intentionally
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1908
222 Nicholson Avenue
ATTACHMENT 2
1928
222 Nicholson Avenue
1956
222 Nicholson Avenue
This Page
Intentionally
Left Blank
ATTACHMENT 3
This Page
Intentionally
Left Blank
GOOGLE IMAGE PROPOSED PROPOSED
222 NICHOLSON AVENUE
ATTACHMENT 4
This Page
Intentionally
Left Blank
ATTACHMENT 5
This Page
Intentionally
Left Blank
Residential Design Guidelines 33
Town of Los Gatos
BUILDING DESIGN3
3.8.3 Use traditional detailing
•Treat openings in walls as though they were constructed of
the traditional material for the style. For example, be sure to
provide substantial wall space above arches in stucco and
stone walls. Traditionally, wall space above the arch would
have been necessary to structurally span the opening, and
to make the space too small is inconsistent with the archi-
tectural style.
•Openings in walls faced with stone, real or synthetic, should
have defined lintels above the opening except in Mission or
Spanish Eclectic styles. Lintels may be stone, brick or wood
as suits the style of the house.
•Treat synthetic materials as though they were authentic.
For example, select synthetic stone patterns that place the
individual stones in a horizontal plane as they would have
been in a load bearing masonry wall.
•Select roof materials that are consistent with the traditional
architectural style (e.g., avoid concrete roof tiles on a Crafts-
man Style house.)
3.8.4 Materials changes
•Make materials and color changes at inside corners rather
than outside corners to avoid a pasted on look.
3.9 ADDITIONS/ACCESSORY BUILDINGS/SECONDARY
UNITS
•Site additions in the least conspicuous place. In many cases
this is a rear or side elevation - only rarely is it a rooftop.
•The existing built forms, components and materials should
be reinforced. Heights and proportions of additions and
alterations should be consistent with and continue the
original architectural style and design.
•Additions should be subordinate, and compatible in scale
and proportion to the historically significant portions of
the existing structure.
•When an addition or remodel requires the use of newly
constructed exterior elements, they should be identical in
size, dimension, shape and location as the original, and
Use stone or wood lintels over
openings in stone walls
Additions, accessory buildings and secondary
units should match the form, architectural
style, and details of the original house
ATTACHMENT 6
Residential Design Guidelines34
Town of Los Gatos
BUILDING DESIGN3
should utilize the same materials as the existing protected
exterior elements.
•When an addition necessitates the removal of architectural
materials, such as siding, windows, doors, and decorative
elements, they should be carefully removed and reused in
the addition where possible.
•The introduction of window and door openings not char-
acteristic in proportion, scale, or style with the original
architecture is strongly discouraged (e.g., sliding windows or
doors in a structure characterized by double hung windows
and swinging doors).
•The character of any addition or alteration should be in
keeping with and subordinate to the integrity of the original
structure.
•The amount of foundation exposed on the addition should
match that of the original building.
•Do not add roof top additions where the roof is of historic
significance.
•Second floor additions are discouraged in neighborhoods
with largely one story homes. If horizontal expansion of
the house is not possible, consider incorporating a second
floor addition within the roof form as shown in the example
to the left.
•Second floor additions which are not embedded within the
roof form should be located to the rear of the structure.
•The height and proportion of an addition or a second story
should not dominate the original structure.
•Deck additions should be placed to the rear of the struc-
ture only, and should be subordinate in terms of scale and
detailing.
•New outbuildings, such as garages, should be clearly subor-
dinate to the main structure in massing, and should utilize
forms, materials and details which are similar to the main
structure.
•Garages should generally be located to the rear of the lot
behind the rear wall of the residence. One car wide access
driveways should be utilized.
Original structure
Addition incorporated into the roof
successfully adds space while respecting the
integrity of the existing house and the scale of
the neighborhood
Placing a two story addition to the rear can
minimize its impact on the historic resource
and the scale of the neighborhood
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REMAIN
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(E)
OPEN
YARD
SINKS TO BE PLACED PER
LIGHTING FIXTURES. SINKS
WILL NOT ALIGN WITH
CABINET DOORS. SEE
INFORMATION ON SHEET E-1
24" x 30"
CLR TYP
(E) 2
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(E) 5030(E) 3026(E) 4
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630 (E) 3
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XOX (N) 2030VINYL C T
(N) 2
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BB
PROVIDE
ELECTRIC
RADIANT MAT
AND
CONTROLS IN
M. BATH
VERIFY EXISTING
CONDITIONS AND
REALIGN (E) HOUSE
SEWER DRAIN LINE AS
REQ'D TO ACCOMMODATE
(N) M. BATH
REALIGN (E) HOUSE SEWER
DRAIN LINE TO ACCOMMODATE
NEW M. BATH
(N) AC
CONDENSER
(N) AC
CONDENSER
(N) WALL
(E) WALL
LEGENDLEGEND
FLOOR ASSEMBLY
DETAIL1A-61A-6ONE WDW IN EACH BEDRM MUST PROVIDE MINIMUM REQD
MEANS OF EMERGENCY ESCAPE. OPENING MUST HAVE A
MIN NET CLEAR OF 5.7 SF, MIN NET CLEAR HGT OF 24" AND
MIN NET CLEAR WIDTH OF 20". ESCAPE WDW MUST HAVE THE
BOTTOM OF THE CLEAR OPENING NOT MORE THAN 44"
ABOVE THE FLOOR AND OPEN DIRECTLY TO ST., PUBLIC
ALLEY, YARD OR COURT THAT OPENS TO A PUBLIC WAY. PER
CRC R310.
1
A-3
cougill homeREMODEL 222 nicholson AVE4.4.22
VICINITY MAP
NOT TO SCALE
PARCEL MAP
NOT TO SCALE
A-1
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS PRIOR TO CONSTRUCTION -
ANY DISCREPANCIES SHALL BE BROUGHT TO
THE IMMEDIATE ATTENTION OF THE ARCHITECT
site PLAN
1/8" = 1' - 0"
SITE NOTES:
- NO GRADING PROPOSED
- (E) SITE DRAINAGE PATTERNS TO REMAIN UNCHANGED
- (N) DOWNSPOUTS W/ SPLASH BLOCKS TO DIVERT RUNOFF ONTO
VEGETATED AREAS
THE (E) STRUCTURE IS NOT PERMITTED TO BE
DEMOLISHED. CONTRACTOR AND
SUBCONTRACTORS MUST ACCOMPLISH ALL
ASPECTS OF CONSTRUCTION W/IN THE LIMITS
PERMITTED BY THE TOWN, SHOWN ON AB/D 1
ALL ELECTRICAL, PLUMBING AND
MECHANICAL INSTALLATIONS SHALL BE
DESIGN BUILD BY THE SPECIFIC
SUBCONTRACTOR(S) AND SHALL IN ANY
CASE CONFORM TO THE LATEST EDITIONS
OF THE APPLICABLE CODES
N
SHEET INDEX
A-1 SITE PLAN/GENERAL INFO
A-1.1 CLEAN BAY SHEET
A-2 GENERAL NOTES
A-3 FLOOR PLAN
A-4 RCP
A-5 ROOF PLAN
A-6 ELEVATIONS/SECTIONS
AB/D-1 AS BUILT/ DEMO FLOOR PLAN
E1 ELECTRICAL PLAN
G1.0 CAL GREEN
S1 STRUCTURAL
T1 TITLE 24 ENERGY CALCS
APPLICABLE BUILDING CODESAPPLICABLE BUILDING CODES
ALL WORK SHALL COMPLY WITH THE CURRENTLY ADOPTED 2019 CRC, CMC, CPC, CEC, CAL-GREEN AS AMENDED BY THE STATE OF CALIFORNIA AND THE TOWN
OF LOS GATOS.
GENERAL CONTRACTOR NOTESGENERAL CONTRACTOR NOTES
1. DUE DILLIGENCE: 1. DUE DILLIGENCE: CONTRACTOR SHALL
- VISIT SITE AND REVIEW ALL DRAWINGS. INCLUDE DEMOLITION AS REQUIRED TO COMPLETE THE NEW WORK INCLUDING ANY CONSTRUCTION, PLUMBING,
ELECTRICAL, MECHANICAL AND THE FINISH TRADES TO COMPLETE THE PROJECT.
- VERIFY WITH OWNER ANY ITEMS TO BE SALVAGED PRIOR TO START OF WORK.
- VERIFY WITH OWNER A LIST OF SPECIFICATIONS AS IN - CABINETS, DOORS, JAMBS, FINISHES, PAINTING, HARDWARE, FLOORS, FIXTURES, COUNTERTOPS,
LIGHTING AND PLUMBING FIXTURES OR APPLIANCES.
- BE RESPONSIBLE FOR VERIFICATION OF ALL JOB CONDITIONS, DIMENSIONS AND DETAILS AS SHOWN ON THE DRAWINGS.
- ENSURE ALL ATTACHMENTS AND CONNECTIONS SHALL MEET OR EXCEED LOCAL AND/OR NATIONAL CODES AND IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND/OR SUB-CONTRACTORS TO VERIFY.
2. SCOPE OF CONTRACT: 2. SCOPE OF CONTRACT: THE SCOPE OF THIS CONTRACT IS TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, SCAFFOLDING AND HANDLING OF MATERIALS FOR
PROPER SERVICE INCIDENTAL TO PERFORMING AND COMPLETING THE WORK OUTLINED IN THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL
FURNISH WORK OMITTED ON THE PLAN, NECESARY FOR THE PROPER COMPLETION OF THE WORK PER INTENT OF THE PLANS. THE CONTRACTOR SHALL
INDICATE TO THE SUBCONTRACTORS THE JURISDICTION OF THIER TRADE AS IT APPLIES TO THIS JOB. ALL WORK PERSONS AND SUBCONTRACTORS SHALL BE
SKILLED IN THEIR INDIVIDUAL TRADES.
3. EXISTING CONDITIONS: 3. EXISTING CONDITIONS: THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A PROPOSAL FOR THE WORK AND SHALL NOT START ANY WORK
UNTIL SATISFIED THAT THE ACTUAL SITE CONDITIONS ARE AS SET FORTH ON THE DRAWINGS. ONCE HAVING STARTED WORK, IT WILL BE THE CONTRACTOR'S
RESPONSIBILITY TO MAKE WHATEVER ADJUSTMENTS, CORRECTIONS, OR REPAIRS AS REQUIRED TO COMPLETE THE PROJECT.
4. PERMITS & INSPECTIONS:4. PERMITS & INSPECTIONS: THE OWNER SHALL PAY NET FOR ALL PERMITS AND FEES REQUIRED BY THE LOCAL AGENCY. THE CONTRACTOR SHALL SECURE
AND VERIFY ALL INSPECTIONS WHEN REQUIRED AS PER LOCAL CITY AND /OR COUNTY REQUIREMENTS. iNCLUDING ANY INSPECTIONS SPECIAL OR OTHERWISE
THAT ARE REQUIRED BY THE BUILDING CODES PER LOCAL BUILDING DEPARTMENT.
5. CODES: 5. CODES: ALL WORK UNDER THIS CONTRACT SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ALL APPLICABLE CODES AND LOCAL
ORDINANCES. ALL PUBLIC AGENCIES HAVING JURISDICTION, INCLUDING THE LATEST UNIFORM BUILDING CODE, STATE , COUNTY AND LOCAL REQUIREMENTS.
6. INSURANCE, SAFETY AND WORKMANSHIP:6. INSURANCE, SAFETY AND WORKMANSHIP: THE CONTRACTOR SHALL CARRY HIS/HER OWN WORKMAN'S COMPENSATION AND LIABILITY INSURANCE AS
REQUIRED. THE CONTRACTOR ALONE IS RESPONSIBLE FOR SITE SAFETY. ALL WORK SHALL BE DONE BY PERSONS SKILLED IN THEIR RESPECTIVE TRADES AND
IN ACCORDANCE WITH THE BEST RECOGNIZED PRACTICE FOR EACH TRADE. ALL WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
DIRECTONS, WHERE APPLICABLE. WORKMANSHIP THAT DOES NOT COMPLY WITH THE OBVIOUS INTENT OF THE CONTRACT SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
7. DIMENSIONS & DISCREPENCIES: 7. DIMENSIONS & DISCREPENCIES: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS AT THE JOB SITE AND BRING ANY
DISCREPANCIES TO THE ARCHITECT'S ATTENTION. VERIFY DIMENSIONED ARCHITECTURAL PLANS AS THEY RELATE TO THE STRUCTURAL DIMENSIONS
CONTROLLED BY OR RELATING TO PLUMBING, ELECTRICAL AND MECHANICAL CONSTRUCTION. DO NOT SCALE STRUCTURAL DRAWINGS. VERIFY TYPE AND SIZE
OF METAL WORK AGAINST APPROPRIATE MEMBER SIZE BFORE ORDERING HARDWARE. VERIFY STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATING TO
PLUMBING, ELECTRICAL AND MECHANICAL CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONRACTOR TO NOTIFY THE OWNER, ARCHITECT AND ENGINEER
OF ERRORS OR OMISSIONS ON THE PLANS, WHICH MIGHT AFFECT THE COMPLETION OF THE PROJECT.
8. PRECEDENCE & SUBSITITUTION:8. PRECEDENCE & SUBSITITUTION: IN GENERAL, LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DETAILS. IN CASE OF
DISCREPENCIES OR WHERE THE INTENT OF THE PLANS OR SPECIFICATIONS IS NOT CLEAR, REQUEST CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
WHERE A NAME BRAND OR MANUFACTURER'S PRODUCT IS SPECIFIED, IT IS USED AS A MEASURE OF THE QUALITY, UTILITY OR AS A STANDARD. PRODUCTS OF
SIMILAR CONSTRUCTION AND/OR EQUAL VALUE CAN BE OFFERED FOR THE OWNER'S APPROVAL.
9. CHANGE ORDER:9. CHANGE ORDER: MAKE NO DEVIATION FROM THE PLANS OR SPECIFICANS WITHOUT NOTIFICATION TO THE OWNER, ARCHITECT AND ENGINEER. OBTAIN
WRITTEN AUTHORIZATION FOR CHANGES INVOLVING COST, PRIOR TO COMMENCING WITH ANY CHANGES.
10: CLEAN UP: 10: CLEAN UP: DURING EXECUTION OF THE WORK, THE JOB SITE SHALL BE KEPT CLEAN AT ALL TIMES. UPON COMPLETION, WINDOWS SHALL BE WASHED AND
FLOORS SWEPT. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED AND THE PROJECT SITE RAKED CLEAN AND LEVEL. ALL CLEANING OF CONCRETE, STUCCO
AND PAINTING TOOLS, ETC TO BE DONE AT A PLACE DESIGNATED BY THE OWNER.
LETTERS, EVIDENCE, FORMS AND SCHEDULES LETTERS, EVIDENCE, FORMS AND SCHEDULES
1.BUILDER MUST PROVIDE THE HOMEOWNER WITH A LUMINAIRE SCHEDULE (AS REQUIRED IN TITLE 24 CALIFORNIA CODE OF REGULATIONS, PART 1, §10-103(B))
THAT INCLUDES A LIST OF LAMPS INSTALLED IN THE LUMINARIES.
2.HERS VERIFICATION REQUIRED PER TITLE 24 ANALYSIS, SHEET T-1, PAGE 2. PROVIDE EVIDENCE OF THIRD PARTY VERIFICATION (HERS) TO PROJECT BUILDING
INSPECTOR PRIOR TO FINAL INSPECTION
3.A COMPLETED CF2R-LTG-01-E FORM MUST BE PROVIDED TO THE CITY BUILDING INSPECTOR PRIOR TO FINAL INSPECTION.
4.PRIOR TO FINAL INSPECTION, A LETTER SIGNED BY THE GENERAL CONTRACTOR OR THE OWNER/BUILDER (FOR ANY OWNER/BUILDER PROJECTS) MUST BE
PROVIDED TO THE TOWN OF LOS GATOS BUILDING OFFICIAL CERTIFYING THAT ALL ADHESIVES. SEALANTS, CAULKS, PAINTS. COATINGS , AEROSOL PAINTS,
AEROSOL COATINGS, CARPET SYSTEMS (INCLUDING CARPETING, CUSHION AND ADHESIVE), RESILIENT FLOORING SYSTEMS, AND COMPOSITE WOOD
PRODUCTS INSTALLED ON THIS PROJECT ARE WITHIN THE EMISSION LIMITS SPECIFIED IN CGBSC SECTION 4.504.
abreviation & SYMBOL legend
(e) existing
(p) proposed
(r) remodel
FYSB front yard set back
RYSB rear yard set back
SYSB side yard set back
g gas line
p property line
pp power pole
OH OVERHEAD elec line
s sewer line
w water line
EXISTING
ADDITION
REMODEL
l
SPECIAL NOTES TO OWNERSPECIAL NOTES TO OWNER
SITE DRAINAGESITE DRAINAGE
ALL DRAINAGE FACILITIES SHOULD BE DILIGENTLY MAINTAINED DURING THE LIFE OF THE STRUCTURE – DIRECTING SURFACE AND SUBSURFACE WATERS AWAY
FROM THE BUILDING TO ENSURE THAT THE FOUNDATIONS WILL NOT BE ADVERSELY AFFECTED BY SUCH WATER AND IN ADDITION, TO PREVENT WATER
INTRUSION INTO THE BUILDING. THIS IS PARTICULARLY IMPORTANT DURING PERIODS OF PROLONGED AND INTENSE RAINFALL.
CONCRETECONCRETE
UNDER NORMAL CONDITIONS, AND FOR CONVENTIONAL BUILDINGS SUCH AS THE SUBJECT MATTER, REINFORCED CONCRETE DEVELOPS CRACKS. THE CRACKS
ARE DUE TO INHERENT SHRINKAGE OF CONCRETE, CREEP, AND RESTRAINING EFFECTS OF WALLS AND OTHER STRUCTURAL ELEMENTS TO WHICH THE BEAMS/
SLABS ARE TIED.
THE CRACKS ARE NORMALLY COSMETIC, AND THE SLAB MAINTAINS ITS SERVICEABILITY AND STRENGTH REQUIREMENTS. IT IS POSSIBLE THAT A NUMBER OF
HAIRLINE CRACKS, WHICH WOULD NORMALLY BE SPREAD OVER A WIDE AREA, WILL INTEGRATE INTO A SINGLE CRACK WITH A WIDTH EXCEEDING 0.01 INCH. IT IS
EMPHASIZED THAT, ALTHOUGH SPECIAL EFFORT IS MADE TO REDUCE THE POTENTIAL CAUSES AND NUMBER OF SUCH CRACKS, IT IS NOT PRACTICAL TO
PROVIDE TOTAL ARTICULATION BETWEEN THE FLOOR SLAB SYSTEM AND ITS SUPPORTS, AND THEREBY ACHIEVE COMPLETE INHIBITION.
MOST SUCH CRACKS DEVELOP OVER THE FIRST TWO YEARS OF THE LIFE OF THE FLOOR SLAB SYSTEM. CRACKS THAT ARE WIDER THAN 0.01 INCH MAY NEED TO
BE PRESSURE EPOXIED.
THE OBJECT OF THE JOINTS PROVIDED IS TO ALLOW MOVEMENT. MOVEMENT DUE TO CREEP AND SHRINKAGE MAY NOT BE NOTICEABLE AT THE JOINTS UP TO
TWO YEARS AFTER CONSTRUCTION BEYOND WHICH MOVEMENTS DUE TO VARIATION IN TEMPERATURE WILL PERSIST.
EXPANSION AND CONTRACTIONEXPANSION AND CONTRACTION
THE EFFECTS OF NORMAL EXPANSIONS AND CONTRACTION CAN BE SEEN IN SUCH THINGS AS SMALL CRACKS IN THE FOUNDATION, DRYWALL, CEMENT,
PLASTER, AND PAINT – ESPECIALLY WHERE MOLDINGS MEET AT MITERED CORNERS, WHERE TILE GROUT MEETS THE TUB OR SINK, ETC. SHRINKAGE OF WOOD
IN YOUR HOME IS ALSO INEVITABLE. THIS WILL BE MOST NOTICEABLE DURING THE FIRST YEAR FOLLOWING COMPLETION OF THE CONSTRUCTION, BUT
TYPICALLY CONTINUES INTO THE SECOND YEAR.
THESE CONSTRUCTION DOCUMENTS MAKE EVERY ATTEMPT TO MINIMIZE CRACKS CAUSED BY EXPANSION AND CONTRACTION.
PROJECT
SITE
PROJECT
SITE
PROJECT DESCRIPTION
40 sf addition and 318 sf remodel of existing house
OWNERS
chris & alicia cougill
222 nicholson avenue, los gatos, ca 95030
PHONE 503.407.9958
EMAIL: chris.p.cougill@gmail.com
SITE PARTICULARS
APN 510-17-048
ZONING R-1 D- lhp
AREA SUMMARY
SITE AREA 3262 SF
FAR allowed = 0.379
ALLOWED FLOOR AREA 1,237 SF
area summary
(e) house area 885.0 SF
addition 351.5 sf
total 1236.0 sf
ATTACHMENT 7
cougill homeREMODEL 222 nicholson AVE4.4.22
A-1.1
cougill homeREMODEL 222 nicholson AVE4.4.22
A-2
ABBREVIATIONS: ABBREVIATIONS:
&AND
ANG ANGLE
@ AT
CL CENTERLINE
DIA DIAMETER OR ROUND
AC ASPHALT CONCRETE OR AIR CONDITIONER
ACOUST ACOUSTICAL
ADA DISABLED ACCESSIBLE
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALUM ALUMINUM
BLDG BUILDING
BLK BLOCK OR BLOCKING
BUR BUILT-UP ROOFING
CPT CARPET
CG CORNER GUARD
CH CHANNEL STEEL
CLG CEILING
CLR CLEAR
CONC CONCRETE
CONT CONTINUOUS
DET DETAIL
DIM DIMENSION
DS DOWNSPOUT
(E)EXISTING
EA EACH
EL ELEVATION
EMERG EMERGENCY
EPB ELECTRIC PANEL BOARD
EXT EXTERIOR
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FIN FINISH
FL FLOOR
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FTG FOOTING
FURN FURNACE
GA GAUGE
GALV GALVANIZED
GYP. BD. GYPSUM BOARD DRY WALL
H/C HANDICAPPED
HM HOLLOW METAL
INCL INCLUDING
INSUL INSULATION
LAM LAMINATE
LAV LAVATORY
LP LOW POINT OR PLASTIC LAMINATE
MANF MANUFACTURER
MAX MAXIMUM
MN MINIMUM
MO MASONRY OPENING
MTL METAL
N/C NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OPNG OPENING
PL PLATE
PLAS PLASTER
PLWD PLYWOOD
PTD PAINTED
PT POINT
RB RESILIENT BASE
RD ROOF DRAIN
REF REFRIGERATOR
RENF REINFORCEMENT
REQ REQUIRED
RF RESILIENT FLOORING
RM ROOM
RT RESILIENT TILE
RWD REDWOOD
RWL RAINWATER LEADER
SC SEALED CONCRETE
SD STORM DRAIN
SIM SIMILAR
SS STAINLESS STEEL OR SANITARY SEWER
STL STEEL
STRUCT STRUCTURAL
T TREAD OR TILE
TEMP TEMPERED GLASS
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TOS TOP OF SLAB
TS TUBE SECTION
TYP TYPICAL
UG UNDERGROUND
UON UNLESS OTHERWISE NOTED
VF VERIFY IN FIELD
VCT VINYL COMPOSITION TILE
VW VINYL WALL COVERING
W/WITH
WH WATER HEATER
WP WATERPROOF
WR WATER RESISTANT
PROJECT REQUIREMENTS
PLUMBING
1. ALL PLUMBING FIXTURES AND FITTINGS SHALL MEET THE STANDARDS REFERENCED IN
TABLE 1701.1 OF THE 2019 CALIFORNIA PLUMBING CODE
WASTE MANAGEMENT
1. CONTRACTOR TO PROVIDE DOCUMENTATION PRIOR TO THE FIRST INSPECTION
CONFIRMING COMPLIANCE TO THE WASTE MANAGEMENT PLAN PROVIDED AND
APPROVED BY THE APPROPRIATE AGENCIES.
DOCUMENTATION
2. AT FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER
ACCEPTABLE MEDIA INCLUDING ALL ITEMS 1 THROUGH 10 OF SECON4.410 OF THE CALIF.
GREEN RESIDENTIAL MANDATORY MEASURES.
MECHANICAL
3. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE
COVERED WITH TAPE, PLASTIC, SHEETMETAL, OR OTHER ACCEPTABLE METHODS AT THE
TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND
UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPT.
4. ALL HEATING AND AIR CONDITIONING SYSTEMS SHALL BE DESIGNED IN ACCORDANCE
WITH THE REQUIREMENTS OF CGBSC SECTION 4.507.2
FRAMING
5. PRIOR TO ENCLOSING THE WALL AND FLOOR FRAMING, CONFIRMATION MUST BE
PROVIDED TO THE BUILDING INSPECTOR SHOWING THE FRAMING MEMBERS DO NOT
EXCEED 19% MOISTURE CONTENT.
ENERGY
6. A COMPLETED CF2R-LTG-01-E FORM MUST BE PROVIDED TO THE TOWN BUILDING
INSPECTOR PRIOR TO FINAL INSPECTION.
CAL-GREEN
7. ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, AND AEROSOL PAINT
CONTAINERS MUST REMAIN ON THE SITE FOR FIELD VERIFICATION BY THE BUILDING
INSPECTOR.
8. FOR ADDITIONAL INFORMATION SEE MANDATORY MEASURES SHEET G1.0.
ADDRESS:
9. THE BUILDING ADDRESS SHALL COMPLY WITH CRC SECTION R319.
1. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL LOCAL,
STATE AND FEDERAL CODES.
2. CONTRACTOR SHALL FIELD INSPECT JOB SITE PRIOR TO COMMENCEMENT OF WORK AND
SHALL ADHERE TO ALL RULES GOVERNING CONSTRUCTION, SAFETY, BUILDING ACCESS, AND
THE USE OF FACILITIES AS SET BY THE BUILDING OWNER, BUILDING DEPARTMENT, FIRE
DEPARTMENT STATE AUTHORITIES.
3. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE
CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE
JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF
THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS.
4. ALL MECHANICAL, ELECTRICAL, PLUMBING, WORK AND ENGINEERING IS DESIGNATED TO BE
"DESIGN BUILD" AND IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS
ASSIGNED DESIGN BUILD SUB-CONTRACTORS. THEY ARE THEREBY IN SOLE CHARGE OF
DESIGN ENGINEERING, PERMITS, FEES, CALCULATIONS, REPORTS, DRAWINGS, ETC.
REQUIRED BY LOCAL AND ALL OTHER GOVERNING AGENCIES FOR THE WORK SO
DESIGNATED.
5. THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREES TO DEFEND, INDEMNIFY AND HOLD
DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF ALL WORK ON THIS PROJECT EXCEPTING
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
6. CONTRACTOR SHALL NOTIFY DESIGN PROFESSIONAL OF ANY DISCREPANCIES ENCOUNTERED
ON THE DRAWINGS. SUCH DISCREPANCIES SHALL BE RESOLVED TO THE SATISFACTION OF
THE DESIGN PROFESSIONAL PRIOR TO THE START OF THE AFFECTED WORK.
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL SUB-CONTRACTORS TO ENSURE A
TIMELY COMPLETION OF THE JOB. NO ALLOWANCE SHALL BE MADE FOR INCREASED COSTS
INCURRED DUE TO LACK OF PROPER COORDINATION.
8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL RUBBISH AND
WASTE MATERIALS ON A REGULAR BASIS AND SHALL EXERCISE STRICT CONTROL OVER JOB
CLEANING TO PREVENT ANY DIRT, DEBRIS OR DUST FROM AFFECTING IN ANY WAY THE
FINISHED AREAS IN OR OUTSIDE JOB SITE. THE BUILDING REFUSE FACILITIES SHALL NOT BE
USED FOR THIS PURPOSE.
9. GENERAL AND ALL SUB-CONTRACTORS ARE RESPONSIBLE FOR INSPECTING THE PREMISES
DURING ANY BIDDING/CONTRACT NEGOTIATIONS TO ASCERTAIN EXISTING CONDITIONS
WHICH MIGHT AFFECT THE COST OR SCHEDULE OF CONSTRUCTION. DISCREPANCIES AND/OR
CONFLICTS SHALL BE REPORTED TO THE OWNER AND THE DESIGN PROFESSIONAL BEFORE
SUBMITTING BIDS OR CONCLUSION OF ANY CONTRACT NEGOTIATIONS.
10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING LOCATION OF ALL
UTILITIES PRIOR TO EXCAVATION AND/OR DEMOLITION.
11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PROPERTY OR
CONSTRUCTION RESULTING FROM WORK OF CONTRACTOR AND/OR SUB-CONTRACTORS, AND
SHALL REPAIR ALL SUCH DAMAGE TO ORIGINAL CONDITION AT NO ADDITIONAL COST.
12. GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR EXECUTION OF WORK IN
ACCORDANCE WITH CONSTRUCTION DOCUMENTS. BIDDING ON DOCUMENTS IS CONSIDERED
ACCEPTANCE OF ALL NOTES AND INFORMATION HEREIN.
13. THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUSTRATE THE DESIGN AND GENERAL
TYPE OF CONSTRUCTION DESIRED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION,
MATERIAL AND/OR WORKMANSHIP THROUGHOUT, THE GENERAL CONTRACTOR, IN ASSUMING
RESPONSIBILITY FOR THE WORK INDICATED, SHALL COMPLY WITH THE SPIRIT AS WELL AS
THE LETTER IN WHICH THEY WERE WRITTEN.
14. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF
CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR
USE OF ALL TRADES, SHALL PROVIDE ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION
DOCUMENTS AS REQUIRED.
15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EXISTING
CABINETS, APPLIANCES, FIXTURES AND FLOOR COVERINGS AS NOTED IN THE
SPECIFICATIONS OR CONSTRUCTION DOCUMENTS. EXCEPT WHERE NOTED OTHERWISE, ALL
ITEMS REMOVED FROM BUILDING SHALL BECOME THE PROPERTY OF THE CONTRACTOR. IT
BECOMES THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REMOVE THESE ITEMS
FROM THE JOB SITE AND DISPOSE OF THEM PROPERLY.
16. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE
SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR EXCEPT WHERE NOTED OTHERWISE.
THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER
CONTRACTORS OR VENDORS TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT ALL
WORK IS DONE IN CONFORMANCE WITH MANUFACTURER'S REQUIREMENTS.
17. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUESTED FOR
FABRICATED ITEMS TO THE DESIGN PROFESSIONAL FOR APPROVAL PRIOR TO INSTALLATION.
18. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFINE OPERATIONS TO AREAS
AND TIMES OF OPERATION PERMITTED BY LAW, ORDINANCES, PERMITS AND THE CONTRACT
DOCUMENTS AND SHALL NOT UNREASONABLY ENCUMBER THE SITE WITH ANY MATERIAL AND/
OR EQUIPMENT.
19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE JOB SITE AT THE
COMPLETION OF THE WORK. CLEANING SHALL INCLUDE WINDOWS, FLOORING/CARPET,
CABINETRY, WALLS AND CEILINGS.
20. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO
PREVENT DAMAGE AND/OR DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS
MAY BE CAUSE FOR REJECTION OF WORK.
21. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM
THE PREMISES.
SPECIAL INSPECTIONS
1. PER SECTION 1705 OF THE 2019 CBC, SPECIAL INSPECTION ARE REQUIRED FOR
SHEARWALLS WITH A NAILING SCHEDULE OF 4” 0.C OR LESS. THE SPECIAL INSPECTION
MAY BE PERFORMED BY THE ENGINEER OF RECORD.
2. STRUCTURAL OBSERVATION BY THE ENGINEER IS REQUIRED FOR EPOXY INSTALL AT
HOLD DOWNS AND FOUNDATION DOWELS.
1. STEPS AT INTERIOR DOORS:
A. THE DROP OF THE FLOOR OR LANDING ON EACH SIDE OF THE DOOR SHALL NOT BE
MORE THAN ½” FROM THE TOP OF THE THRESHOLD OF THE DOORWAY.
2. EXTERIOR DOOR NOTES
A. CONCRETE LANDINGS TO BE 36” X FULL WIDTH OF DOOR OPENING.
B. PROVIDE WEATHER STRIPPING ALL AROUND DOORS.
C. PROVIDE METAL THRESHOLDS .
D. PROVIDE A MAXIMUM OF 7-1/2” DROP FROM TOP OF THRESHOLD TO LANDING AT IN-
SWINGING EXTERIOR DOORS.
E. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR
ANY SPECIAL KNOWLEDGE.
3. PLUMBING REQUIREMENTS
A. VERIFY / PROVIDE A BACKWATER VALVE ON DRAINAGE PIPING SERVING FIXTURES
THAT HAVE FLOOD LEVEL RIMS LESS THAN 12” ABOVE THE NEXT UPSTREAM MANHOLE.
B. CONTRACTOR TO PROVIDE PRESSURE ABSORBING DEVICES OR APPROVED
MECHANICAL DEVICES LOCATED AS CLOSE AS POSSIBLE TO QUICK ACTING VALVES
THAT WILL ABSORB HIGH PRESSURE RESULTING FROM THE QUICK CLOSING OF QUICK
ACTING VALVES.
4. SHOWERS & SHOWER / TUB COMBINATIONS
A. SHOWER FLOORS: PROVIDE CERAMIC TILE OVER WATERPROOF MEMBRANE.
B. WALLS: FINISH W/ SMOOTH, NON-ABSORBENT SURFACE SUCH AS CERAMIC TILE TO A
HEIGHT OF NOT LESS THAN 72” ABOVE THE DRAIN INLET. WATER-RESISTANT GYPSUM
BOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER IN A SHOWER OR TUB
COMPARTMENT. CEMENT, FIBER-CEMENT, OR GLASS MAT GYPSUM BACKERS INSTALLED
IN ACCORDANCE W/ MFG RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL
TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS.
C. PROVIDE TEMPERED GLASS ENCLOSURES AS SHOWN ON PLAN W/ 22” MIN. WIDE
ACCESS DOORS.
D. MIN. SHOWER SIZE TO BE 1,024 SQ. IN. AND 30” DIA MIN. CLEAR TO THE CENTERLINE
OF THE CURB.
5. SHOWER VALVES
A. SHOWERS AND TUB / SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL
PRESSURE BALANCE OR THERMOSTATIC MIXING CONTROL VALVES.
B. THE MAXIMUM MIXED WATER SETTING SHALL BE 120 DEGREES FAHRENHEIT.
C. WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED AS SUITABLE FOR
MEETING THIS REQUIREMENT.
6. SAFETY GLAZING IN HAZARDOUS LOCATIONS
A. GLAZING IN EGRESS AND INGRESS DOORS
B. GLAZING IN FIXED AND SLIDING PANEL DOORS OTHER THAN WARDROBE DOORS.
C. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS AND SHOWERS. GLAZING IN WALL ENCLOSING THESE
COMPARTMENTS LESS THAN 60 INCHES ABOVE THE DRAIN INLET.
D. GLAZING IN PANELS ADJACENT TO A DOOR WITHIN A 24-INCH ARC AND LESS THAN 60
INCHES ABOVE THE WALKING SURFACE.
E. GLAZING IN PANELS MORE THAN 9 SQ. FT. THE BOTTOM LESS THAN 18” ABOVE THE
FLOOR, THE TOP GREATER THAN 36” ABOVE THE FLOOR, AND A WALKING SURFACE
WITHIN 26” HORIZONTALLY OF THE PLANE.
7. EACH WATER CLOSET STOOL SHALL BE LOCATED IN A CLEAR SPACE NOT LESS THAN
30” IN WIDTH AND HAVE A CLEAR SPACE IN FRONT OF THE WATER CLOSET STOOL OF
NOT LESS THAN 24”.
8. DASHED LINES INDICATE REQUIRED W/C CLEARANCE.
9. PROVIDE 2 X 8 WOODEN BACKING IN ALL BATHROOM WALLS AT WATER CLOSET,
SHOWER, AND BATHTUB LOCATED AT 34” FROM THE FLOOR TO THE CENTER OF THE
BACKING SUITABLE FOR THE ADDITION OF GRAB BARS.
10. TRIM-LESS WINDOWS TO BE FLUSH W/ FLOOR AND ANGLED TO BE FLUSH W/ BOTTOM
OF SLOPED CEILING.
11. INDICATES 30” DIA. REQUIRED SHOWER CLEARANCE.
GENERAL NOTES: GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS IN ACCORDANCE WITH CURRENT 2019
CALIFORNIA RESIDENTIAL BUILDING, MECHANICAL, PLUMBING, ELECTRICAL, ENERGY AND GREEN
BUILDING STANDARDS CODES (I.E. 2018 IRC, 2018 IBC, 2018 UMC, 2018 UPC, AND 2017 NEC AS AMENDED
BY THE STATE OF CALIFORNIA AND THE TOWN OF LOS GATOS).
2. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN, THEIR
CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR FEATURE, ORE REVIEW THE AREA IN QUESTION
WITH THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION.
3. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION .
4. UNLESS OTHERWISE SHOWN, EXCAVATION SHALL BE NEARLY AS POSSIBLE TO THE NEAT LINES
REQUIRED BY THE SIZE AND SHAPE OF THE FOOTINGS.
5. ALL FOOTING DEPTHS SHOWN ARE MINIMUM. FOOTINGS SHALL BE FOUNDED OVER FIRM AND NATIVE
SUBSOIL. INCREASE FOOTING DEPTHS AS REQUIRED AND AS NECESSARY TO MATCH EXISTING
FOOTING DEPTH.
6. FOUNDATION VENTILATION SHALL COMPLY WITH THE CURRENT U.B.C. REQUIREMENTS (1) SQ. FT. OF
VENT AREA FOR EACH 150 SQ. FT. OR UNDER FLOOR AREA.
7. PROVIDE GARAGE VENTILATION EQUAL TO 60 SQ. IN. PER VEHICLE WITHIN 6” OF THE SLAB.
8. PROVIDE DOUBLE JOISTS UNDER WALLS PARALLEL TO FLOOR JOISTS AND SOLID BLOCKING UNDER
WALLS PERPENDICULAR TO FLOOR JOISTS.
9. NON-COMBUSTIBLE FIRE STOPS SHALL BE PROVIDED IN OPENINGS AROUND VENTS, PIPES, DUCTS,
CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS AT FLOOR CEILING LEVELS PER 2019 CRC AND CBC
REQUIREMENTS.
10. ALL JOINTS, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED,
CAULKED, GASKETED, OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE.
11. A POSITIVE GRADIENT OF 6” MIN. WITHIN 10’-0” (5% MIN. AND / OR 2% AT IMPERVIOUS SURFACES MUST
BE PROVIDED AWAY FROM ALL FOUNDATIONS IN ORDER TO PROVIDE RAPID REMOVAL OF SURFACE
WATER RUNOFF AWAY FROM THE FOUNDATION TO AN ADEQUATE DISCHARGE POINT. NO PONDING OF
WATER SHOULD BE ALLOWED ON THE PAD OR ADJACENT TO THE FOUNDATIONS.
12. ADD A BEAD OF CAULKING AROUND THE INTERIOR OF THE SOLE PLATE AT ALL EXTERIOR WALLS. THE
BEAD SHOULD BE APPLIED AT THE JOINT OF SUBFLOOR AND SOLE PLATE JUST PRIOR TO SHEETROCK
INSTALLATION.
13. GARAGE AREAS SHALL HAVE ON-HOUR SEPARATION FROM ALL LIVING AREAS, ONE HOUR SEPARATION
CONSTRUCTION SHALL EXTEND FROM THE BOTTOM OF THE MUDSILL TO THE BOTTOM OF THE ROOF
SHEATHING WITH JOINTS TAPED AND SEALED (SEE PLANS FOR LOCATIONS).
14. ALL EXTERIOR DOORS SHALL BE 1-3/4” SOLID CORE AND WEATHER STRIPPED.
15. DOORS LEADING FROM THE HOUSE TO THE GARAGE SHALL BE 1-3/4” SOLID CORE 20-MINUTE RATED,
TIGHT-FITTING, SELF-CLOSING WITH WEATHER STRIPPING AND BOTTOM SWEEP.
16. ATTIC VENTING SHALL BE PROVIDED PER CURRENT 2019 CRC AND CBC REQUIREMENTS.
17. PROVIDE SOUND INSULATION IN WALLS AROUND ALL BATHROOMS, LAUNDRY ROOMS AND BETWEEN
COMMON WALLS OF BEDROOMS AND BETWEEN FLOORS.
18. ALL PATCHING, REPAIRING, AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED IN
EXECUTION OF WORK SHALL BE DONE WITH IDENTICAL MATERIALS SO THAT SURFACE REPLACED WILL,
UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES.
19. PLUMBING FIXTURES SHALL COMPLY WITH THE FOLLOWING CONSERVATION MEASURES:
A. ALL WATER CLOSETS TO BE 1.28 GAL. MAXIMUM
B. ALL SHOWER HEADS OR MULTIPLE SHOWER HEADS SERVING ONE SHOWER (COMBINED FLOW RATE
OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE)- TO BE
1.8 GPM MAX AT 80 PSI PER CGBSC SECTION 4.303.1.3
C. LAVATORY FAUCETS TO BE 1.2 GPM AT 60 PSI (MIN. SHALL NOT BE LESS THAN 0.8 GPM AT 20 PSI)
D. KITCHEN FAUCETS TO BE 1.8 GPM AT 60 PSI
20. ALL WINDOWS AT BATHTUBS AND / OR SHOWERS TO BE TEMPERED GLASS AS NOTED.
21. ALL GLAZING WITHIN 24” OF DOORS AND/ OR 18” OF FLOOR TO BE TEMPERED GLASS.
22. NO STORAGE (PLYWOOD, SUB-FLOORING, ETC.) ALLOWABLE AT ATTIC SPACES.
23. PROVIDE BACK-FLOW DEVICES AT ALL NEW HOSE BIBS.
24. SHOWERS AND TUB / SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL
VALVES OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.
25. WATER TREATMENT SYSTEMS SHALL BE EQUIPPED WITH AN AUTOMATIC SHUT-OFF TO PREVENT
CONTINUOUS FLOW WHEN NOT IN USE.
26. ALL PLUMBING VENTS TO BE 10 FEET MIN. FROM OPERABLE SKYLIGHTS.
27. EXTERIOR WALL BOTTOM SILL PLATES SHALL BE PRESSURE TREATED OR EQ. AND SHALL BEAR /
EXTEND 8” MINIMUM ABOVE FINISH GRADE.
28. WINDOWS LOCATED MORE THAN 72” ABOVE FINISHED GRADE SHALL HAVE THE LOWEST PART OF
CLEAR OPENING OF THE WINDOW TO BE MINIMUM 24: ABOVE THE FLOOR IN WHICH IT SERVES.
29. GYPSUM BOARD APPLIED TO A CEILING WALL SHALL BE ½” WHEN FRAMING MEMBERS ARE 16” O.C. OR
5/8” WHEN FRAMING MEMBERS ARE 24” O.C. OR USE LABELED ½” SAG-RESISTANT GYPSUM CEILING
BOARD.
30. SHOWER AREA WALLS SHALL BE FINISHED WITH A SMOOTH, HARD, NON-ABSORBENT SURFACE SUCH
AS CERAMIC TILE TO A HEIGHT OF NOT LESS THAN 72” ABOVE THE DRAIN INLET. WATER-RESISTANT
GYPSUM BOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER IN A SHOWER OR TUB
COMPARTMENT, CEMENT, FIBER-CEMENT, OR GLASS MAT GYPSUM BACKERS INSTALLED IN
ACCORDANCE WITH THE MFG’S RECOMMENDATION SHALL BE USED AS BACKERS FOR WALL TILE IN TUB
AND SHOWER AREAS AND WALL PANELS IN SHOWER AREA.
31. DOMESTIC DISHWASHING MACHINES CONNECTED TO A DISPOSER SHALL HAVE THE DISCHARGE
INSTALLED AS HIGH AS POSSIBLE.
32. HOT WATER RECIRCULATION PUMPS: PROVIDE A HOT WATER DEMAND CONTROLLED RECIRCULATION
PUMP FOR WATER HEATERS LOCATED MORE THAN 20 FEET FROM THE FURTHEST FIXTURE SERVED. A
MANUAL CONTROL OR OCCUPANT SENSOR SWITHC SHALL OPERATE THE PUMP WITH AN AUTOMATIC
TEMPERATURE SENSOR SHUT-OFF.
33. INSULATION MATERIAL, INCLUDING FACINGS SUCH AS VAPOR BARRIERS OR BREATHER PAPERS
INSTALLED WITHIN FLOOR / CEILING OR ROOF / CEILING ASSEMBLIES, WALLS, CRAWL-SPACES OR
ATTICS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 AND A SMOKE DENSITY RATING OF 450 WHEN
TESTED IN ACCORDANCE W / UBC STANDARD 8-1.
34. DIMENSIONS INDICATED ARE DIMENSIONS TO BE USED. DO NOT SCALE
DRAWINGS.
35. PROVIDE FIRE BLOCKING AT LOCATIONS AS REQUIRED BY CRC SECTION
R302.1 (1).
36. INSTALL AT LEAST ONE ENERGY STAR DISHWASHER AND CLOTHES
WASHER WITH MAXIMUM WATER USAGE: STANDARD DISHWASHER = 4.25 GAL
PER CYCLE. COMPACT DISHWASHER = 3.5 GAL PER CYCLE. CLOTHES WASHER
= WATER FACTOR OF 6 GAL PER CUBIC FEET OF DRUM CAPACITY.
37: RENEWABLE SOURCE BUILDING PRODUCTS SUCH AS BAMBOO FLOORING
SHALL BE USED WHERE APPLICABLE.
38. ALL ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR
OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED
AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH
CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO
THE ENFORCING AGENCY.
39. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NON-
HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH
ONE OF THE FOLLOWING:
1. COMPLY WITH A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION
WASTE MANAGEMENT ORDINANCE, OR:
2. A CONSTRUCTION WASTE MANAGEMENT PLAN PER SECTION 4.408.2, OR:
3. A WASTE MANAGEMENT COMPANY PER SECTION 4.408.3, OR:
4. THE WASTE STREAM REDUCTION ALTERNATIVE PER SECTION 4.408.4
40. CONSTRUCTION WASTE GENERATED AT THE SITE I TO BE DIVERTED TO
RECYCLE OR SALVAGE BY AT LEAST 65%.
41. MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR
FRAMING TO BE CHECKED BEFORE ENCLOSURE.
42. HVAC SYSTEM INSTALLERS TO BE TRAINED AND CERTIFIED IN THE PROPER
INSTALLATION OF HVAC SYSTEMS
43. VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE
CONSTRUCTION DOCUMENTS, PLANS SPECIFICATIONS, BUILDER OR INSTALLER
CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO
THE ENFORCING AGENCY WHICH SHOW SUBSTANTIAL CONFORMANCE.
SPECIFICATIONS
1. ALL GAS ONLY METAL FIREBOXES TO BE AS MANUFACTURE3D BY “ORTAL” UL APPROVED
ANSI Z21.88b-2008 CSA 2.33a-2008 OR EQUAL. CONTRACTOR TO PRESENT BUILDING
INSPECTION W/ MANUFACTURER INSTALLATION INSTRUCTIONS FOR VERIFICATION.
2. ALL SKYLIGHTS TO BE FIXED AND PAN-FLASHED AS MANUFACTURED BY “VELLUX”.
SKYLIGHTS TO BE FLAT-GLASS W/ ANODIZED FRAMES UNLESS NOTED OTHERWISE.
WDMA HALLMARK CERTIFIED 426-H-669 AND ICC APPROVED PER ICC-ES LEGACY REPORT
NER-216. ALL SKYLIGHTS TO BE TESTED AND APPROVED, BEARING A LABEL INDICATION
COMPLIANCE WITH THE REQUIREMENTS OF AAMA/WDMA CSA 101/1.S.2/A440.
ADDITIONALLY, CERTIFICATION LABELS SHALL BE PROVIDED UPON INSPECTION.
NON-COMPLIANT PLUMBING FIXTURE
REPLACEMENT REQUIREMENTS
ALL BUILDINGS UNDERGOING PERMIT ALTERATIONS, ADDITIONS, OR IMPROVEMENTS
SHALL REPLACE NON -COMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING
PLUMBING FIXTURES. PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO
ISSUANCE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY, OR FINAL PERMIT
APPROVAL BY THE LOCAL BUILDING DEPARTMENT.
PL
PL
PL
PL
(E) 28'-8" +/-(E) 24'-10" +/-9'-10"(E) 10'-4" +/-(E) 5'-3" +/-
(E) 11'-9" +/-
(E) PORCH
TO REMAIN
(E)
RESIDENCE
TO REMAIN
REMODEL
AREA
ADDITION
(E) OH ELEC
TO REMAIN
(E) WATER
METER TO
REMAIN
(E) GAS TO
REMAIN
72.20'47.49'48.0'65.20'(E) SIDEWALK(E) SIDEWALK
NICHOLSON AVENUEWILDER AVENUE(E) 0'-0" RYSB
(E) 0'-0" SYSB
ADDITIONW
W
W
G
G
G
POWER POLE
OH
OH
(E) LANDSCAPE
TO REMAIN
FIRE HYDRANT AT
CORNER OF
NICHOLSON AVE AND
WILDER AVE
FIRE HYDRANT AT
CORNER OF
NICHOLSON AVE AND
N SANTA CRUZ AVE
S
SSSS
S
HW
Y
1
7
SA
R
A
T
O
G
A
-
L
O
S
G
A
T
O
S
R
D
UNIVERSITY AVEMI
L
E
S
A
V
EN SANTACRUZ AVENI
C
H
O
L
S
O
N
A
V
E
B
E
A
N
A
V
E
B
A
C
H
M
A
N
A
V
ETAIT AVEGR
A
Y
S
L
N
R
O
Y
C
E
S
T
W
M
A
I
N
S
T
B
R
O
A
D
W
A
Y
EL
M
S
TEDELEN AVELOS GA
T
O
S
H
I
G
H
SCHOO
LWILDER AVE(R) M. BED
(R) M. CLOSET
(R) M. BATH
W.C
SHOWER
(E) LIVING ROOM
(E) PORCH
(E) BEDROOM
(E) LIBRARY/
OFFICE
(E) KITCHEN
(R) NOOK
(E)
CLOSET
(E) BATH
(E)
CLOSET
(E) LINEN
(E) PANTRY
(E) F.P 3'-6"3'-0"5'-0"
1
(E) LINE2 3 65
A
c
d
e (E) LINE (E) LINE (E) LINE (E) LINE (E) LINE
(E) LINE
(E) LINE
(E) LINE
f (E) LINE
cADDITION
2868
2668
2668
P.D
2668
P.D
(E) DR
(E) DR (E) DR
(E) DR
(E) DR
(E) DR
2868
EGRESS(E) OH ELEC
TO REMAIN
(E) GAS TO
REMAIN
64
(E)
OPEN
YARD
SINKS TO BE PLACED PER
LIGHTING FIXTURES. SINKS
WILL NOT ALIGN WITH
CABINET DOORS. SEE
INFORMATION ON SHEET E-1
24" x 30"
CLR TYP
(E) 2030 (E) 5030 (E) 3026 (E) 4330 (E) 1630 (E) 1630 (E) 3013
(N)9046 TEMP
(E) 6068 DR
(E) 2068(E) 2068(E) 2068 (E) 2068
(E) 6068 DR
(E)
3068
DR
(N) 80 40 SLIDER T
XOX (N) 2030 VINYL C T(N) 2668 DR
BB
PROVIDE
ELECTRIC
RADIANT MAT
AND
CONTROLS IN
M. BATH
VERIFY EXISTING
CONDITIONS AND
REALIGN (E) HOUSE
SEWER DRAIN LINE AS
REQ'D TO ACCOMMODATE
(N) M. BATH
REALIGN (E) HOUSE SEWER
DRAIN LINE TO ACCOMMODATE
NEW M. BATH
(N) AC
CONDENSER
(N) AC
CONDENSER
(N) WALL
(E) WALL
LEGEND LEGEND
FLOOR ASSEMBLY
DETAIL 1A-61A-6ONE WDW IN EACH BEDRM MUST PROVIDE MINIMUM REQD
MEANS OF EMERGENCY ESCAPE. OPENING MUST HAVE A
MIN NET CLEAR OF 5.7 SF, MIN NET CLEAR HGT OF 24" AND
MIN NET CLEAR WIDTH OF 20". ESCAPE WDW MUST HAVE THE
BOTTOM OF THE CLEAR OPENING NOT MORE THAN 44"
ABOVE THE FLOOR AND OPEN DIRECTLY TO ST., PUBLIC
ALLEY, YARD OR COURT THAT OPENS TO A PUBLIC WAY. PER
CRC R310.
1
A-3
THE EXISTING STRUCTURE IS NOT PERMITTED
TO BE DEMOLISHED. CONTRACTOR AND
SUBCONTRACTORS MUST ACCOMPLISH ALL
ASPECTS OF CONSTRUCTION WITHIN THE LIMITS
PERMITTED BY THE TOWN, SHOWN ON AB/D - 1,2
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO CONSTRUCTION - ANY DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT,
PRIOR TO CONTINUING WITH CONSTRUCTION
CONTRACTOR AND SUBCONTRACTORS SHALL COORDINATE W/
ARCHITECT TO PLACE ALL THROUGH ROOF VENTS, JACKS AND
COLD AIR RETURNS AS INCONSPICOUSLY AS POSSIBLE WITHIN
ZONES HIGHLIGHTED ON ROOF PLAN
CONTRACTOR AND MECH. CONTRACTOR SHALL
CONSULT W/ARCHITECT FOR SPECIFICATION OF
HVAC SYSTEM, LOCATION OF REGISTERS AND
COLD AIR RETURN LOCATIONS/PLACEMENT
NON-COMPLIANT PLUMING FIXTURE REPLACEMENT REQUIREMENTS:
ALL BUILDINGS UNDERGOING PERMIT ALTERATIONS, ADDITIONS OR IMPROVEMENTS SHALL
REPLACE NON-COMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING
FIXTURES. PLUMBING FIXTURES REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE OF FINAL
COMPLETION, CERTIFICATE OF OCCUPANCY OR FINAL PERMIT APPROVAL BY THE LOCAL
BUILDING DEPARTMENT
(R) M.
CLOSET
(R) M. BATH
(E) LIVING ROOM
(E) BEDROOM
(E) LIBRARY/
OFFICE
(E) KITCHEN
(R) NOOK
(E)
BATH
(E) PANTRY
1
(E) LINE2 3 65
A
c
d
e (E) LINE (E) LINE (E) LINE (E) LINE (E) LINE
(E) LINE
(E) LINE
(E) LINE
f (E) LINE
64
1
(E) LINE2 65
A
c
d
e (E) LINE (E) LINE (E) LINE (E) LINE
(E) LINE
(E) LINE
(E) LINE
f (E) LINE
64
NEW ROOF
(E) HOUSE ROOF
TO REMAIN(E) CEILING TO
REMAIN
80 +/-
(E) FLAT AT
80 +/-
SLOPE CLG
(E) 80 +/- PLATE HT(E) FLAT
AT 80 +/-
(E) FLAT AT 80 +/-
bB B
SLOPE CLG
SLOPE CLG SLOPE
WATERPROOF BITUMINOUS MEMBRANE 1A-61A-61A-61A-6(R) M. BED
1
A-3 cougill homeREMODEL 222 nicholson AVE4.4.22
floor PLAN
1/4" = 1' - 0"
A-3
MECHANICAL / PLUMBING NOTES
1. CONTRACTOR SHALL SIZE FAU(S) AND HOT WATER TANK(S) PER ENERGY CALCULATIONS
AND PROVIDE OUTSIDE COMBUSTION AIR REQUIRED BY THE EQUIPMENT AND THE
EQUIPMENT LOCATION AS OUTLINED AND DEFINED IN CMC CHAPTER 7 AND CMC TABLE 7-A.
CONTRACTOR SHALL SUBMIT CALCULATIONS TO BUILDING OFFICIAL FOR APPROVAL PRIOR
TO CONSTRUCTION.
2. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE
FILED INSPECTOR AT TIME OF INSPECTION.
3. (E) WATER HEATER AND FAU TO REMAIN
4. HVAC:
A) SIZE PER TITLE 24 CALCS SHEET T-24
B) PROVIDE 3" MIN. WORKING SPACE ALONG EACH SIDE OF FAU W/ A TOTAL OF 12" ON BOTH
SIDES COMBINED. PROVIDE 3" MIN @ TOP AND BACK OF UNIT.
C) ATTIC MOUNTED UNITS SHALL HAVE:
- FURNACE MODEL LISTED FOR ATTIC LOCATION.
- ATTIC ACCESS 30" X 30" MIN (EXCEPTION 22" X 30")
- ONE ELECTRIC OUTLET & LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE
REQUIRED PASSAGEWAY OPENING (CMC).
5. ENVIRONMENTAL AIR DUCTS (DRYERS, EXHAUST FANS) MUST TERMINATE 3'- 0" MIN AWAY
FROM OPENINGS INTO THE BUILDING.
6. PRESSURE ABSORBING DEVICES OR APPROVED MECHANICAL DEVICES ARE REQUIRED ON
WATER LINES LOCATED AS CLOSE AS POSSIBLE TO QUICK ACTING VALVES THAT WILL
ABSORB HIGH PRESSURE RESULTING FROM THE CLOSING OF QUICK ACTING VALVES (I.E.
CLOTHES WASHER)
7. MINIMUM CAPACITY OF WATER HEATER EQUIVALENT TO NOT LESS THAN THE FIRST HOUR
RATING OF 80 GALLONS. CPC 501, UPC TABLE 5-1
8. ALL MECHANICAL, PLUMBING, ELECTRICAL AND SIMILAR PENETRATIONS OF FLOOR OR TOP
PLATES SHALL BE CAULKED WITH AN ASTM E136 RATED RESIDENTIAL FIRE CAULK
9. GAS PIPING SHALL BE SUPPORTED PER CPC 1211.11.
10. SUSPENDED PLUMBING PIPING SHALL BE SUPPORTED PER CPC TABLE 3-2 AND SECTIONS
314.0. DUCTWORK SHALL BE SUPPORTED PER CMC TABLES 6-5 AND 6-6 AND SECTION 604.0
PLUMBING AND MECHANICAL (ETC...). ROOF VENTS SHALL BE PLACED AS
INCONSPICUOUSLY AS POSSIBLE. COORDINATE W/G.C. AND ARCHITECT.
11. PROVIDE PRESSURE BALANCE VALVES FOR SHOWERS AND TUB/SHOWERS.
12. TUB/SHOWER WALLS SHALL BE CONSTRUCTED OF A SMOOTH, HARD, NON ABSORBENT
SURFACE (E.G. CERAMIC TILE OR FIBERGLASS) OVER A MOISTURE RESISTANT UNDER-
LAYMENT (E.G. CEMENT, FIBER CEMENT OR GLASS MAT GYPSUM BACKER0 TO A HEIGHT OF
72" ABOVE THE DRAIN INLET. WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BE
USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS CRC SECTIONS
R307.2, R702.3.8
13. MAXIMUM ALLOWED FIXTURE FLOW RATES - SEE CAL GREEN NOTES, SHEET G-1
14. SHOWER & BATH ENCLOSURES SHALL BE TRIM-LESS AND TEMP. W/22" MIN. CLEAR
OPENINGS
15. NO DOMESTIC DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE
SYSTEM OR FOOD WASTE DISPOSER WITHOUT THE USE OF AN APPROVED DISHWASHER
AIR GAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. LISTED
AIRGAPS SHALL BE INSTALLED WITH THE FLOOD-LEVEL (FL) MARKING AT OR ABOVE THE
FLOOD LEVEL OF THE SINK OR DRAIN BOARD. WHICHEVER IS HIGHER. CPC SEC. 807.3
16. INCLUDE A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN
OUTSIDE TERMINATION AND SPACE WHERE THE WATER HEATER IS INSTALLED
17. INCLUDE A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE
OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING W/O PUMP
ASSISTANCE
18. THERE ARE NO AIR VENTS. OPENABLE WINDOWS . AND ENTRY DOORS TO HABITABLE
SPACE WITHIN A RECTANGULAR AREA EXTENDING 18 INCHES BEYOND EITHER SIDE OF AND
10 FEET ABOVE THE SERVICE REGULATOR VENT
WINDOWS:
VERIFY EXACT WDW SIZES
AND MFRER WITH ARCHITECT
PRIOR TO STARTING CONST.
PLUMBING NOTES:
PROVIDE A MINIMUM 4"
DIAMETER DRAINAGE PIPE
FOR (4) OR MORE WATER
CLOSET FIXTURES ON THE
SAME HORIZONTAL BRANCH
OR DRAIN
ALL ELECTRICAL, PLUMBING AND
MECHANICAL INSTALLATIONS SHALL BE
DESIGN BUILD BY THE SPECIFIC
SUBCONTRACTOR(S) AND SHALL IN ANY
CASE CONFORM TO THE LATEST EDITIONS
OF THE APPLICABLE CODES
N
DETAIL
3" = 1' - 0"
THE EXISTING STRUCTURE IS NOT PERMITTED
TO BE DEMOLISHED. CONTRACTOR AND
SUBCONTRACTORS MUST ACCOMPLISH ALL
ASPECTS OF CONSTRUCTION WITHIN THE LIMITS
PERMITTED BY THE TOWN, SHOWN ON AB/D - 1,2
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO CONSTRUCTION - ANY DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT,
PRIOR TO CONTINUING WITH CONSTRUCTION
(R) M.
CLOSET
(R) M. BATH
(E) LIVING ROOM
(E) BEDROOM
(E) LIBRARY/
OFFICE
(E) KITCHEN
(R) NOOK
(E)
BATH
(E) PANTRY
1
(E) LINE2 3 65
A
c
d
e (E) LINE (E) LINE (E) LINE (E) LINE (E) LINE
(E) LINE
(E) LINE
(E) LINE
f (E) LINE
64
1
(E) LINE2 65
A
c
d
e (E) LINE (E) LINE (E) LINE (E) LINE
(E) LINE
(E) LINE
(E) LINE
f (E) LINE
64
NEW ROOF
(E) HOUSE ROOF
TO REMAIN(E) CEILING TO
REMAIN
80 +/-
(E) FLAT AT
80 +/-
SLOPE CLG
(E) 80 +/- PLATE HT(E) FLAT
AT 80 +/-
(E) FLAT AT 80 +/-
bB B
SLOPE CLG
SLOPE CLG SLOPE1A-61A-61A-61A-6(R) M. BED
1
A-3 cougill homeREMODEL 222 nicholson AVE4.4.22
A-4
rcp
1/4" = 1' - 0"
N
THE EXISTING STRUCTURE IS NOT PERMITTED
TO BE DEMOLISHED. CONTRACTOR AND
SUBCONTRACTORS MUST ACCOMPLISH ALL
ASPECTS OF CONSTRUCTION WITHIN THE LIMITS
PERMITTED BY THE TOWN, SHOWN ON AB/D - 1,2
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO CONSTRUCTION - ANY DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT,
PRIOR TO CONTINUING WITH CONSTRUCTION
(R) M.
CLOSET
(R) M. BATH
(E) LIVING ROOM
(E) BEDROOM
(E) LIBRARY/
OFFICE
(E) KITCHEN
(R) NOOK
(E)
BATH
(E) PANTRY
1
(E) LINE23 65
A
c
d
e (E) LINE (E) LINE (E) LINE (E) LINE (E) LINE
(E) LINE
(E) LINE
(E) LINE
f (E) LINE
64
1
(E) LINE2 65
A
c
d
e (E) LINE (E) LINE (E) LINE (E) LINE
(E) LINE
(E) LINE
(E) LINE
f (E) LINE
64
NEW ROOF
(E) HOUSE ROOF
TO REMAIN(E) CEILING TO
REMAIN
80 +/-
(E) FLAT AT
80 +/-
SLOPE CLG
(E) 80 +/- PLATE HT(E) FLAT
AT 80 +/-
(E) FLAT AT 80 +/-
bB B
SLOPE CLG
SLOPE CLGSLOPE1A-61A-61A-61A-6(R) M. BED
1
A-3 cougill homeREMODEL 222 nicholson AVE4.4.22
A-5
roof PLAN
1/4" = 1' - 0"
N
PLCLCL
7' -0" +/- MATCH (E)3'-6"
ADDITION
EXISTING
STRUCTURE
(N)
FRENCH
DR
MIN.
(E) DR
(E)
WDW
(E)
WDW (N)
WDW
REMOVE (E) GARAGE
DOOR AND REPLACE
W/ WOOD WDW'S TO
MATCH (E) HOUSE
WDW STYLE AND TRIM
641
(N)
WDW
(N)
DR (E)
DR
6 5 2 1(R) M. BED(R) M.CLOSET(R) M. BATHW.CSHOWER(E) LIVING ROOM(E) PORCH(E) BEDROOM (E) LIBRARY/OFFICE (E) KITCHEN (R) NOOK (E)CLOSET(E) BATH (E)CLOSET(E) LINEN (E) PANTRY(E) F.P T.V3'-6"3'-0"KING BED4'-0" x 3'-6"5'-0"1 (E) LINE2365 (E) LINE (E) LINE (E) LINE (E) LINEBADDITION(E) WDW2868 2668 2668P.D2668P.D(E) DR(E) DR(E) DR(E) DR(E) DR(E) DR2868 (E) DR(E) DR(E) WDW(E) WDW(E) WDW(E) WDW(E) WDW(E) WDW(E) WDW(N) WDW(N) WDW TEMP(N) WDW(E) WDW(E) OH ELECTO REMAIN(E) GAS TOREMAIN(E) WDW64OPENYARDB
(R) M. BED(R) M.CLOSET(R) M. BATHW.C SHOWER(E) LIVING ROOM(E) PORCH (E) BEDROOM (E) LIBRARY/OFFICE (E) KITCHEN (R) NOOK (E)CLOSET (E) BATH (E)CLOSET(E) LINEN (E) PANTRY(E) F.P T.V3'-6"3'-0"KING BED4'-0" x 3'-6"5'-0"1 (E) LINE2 3 65 (E) LINE (E) LINE (E) LINE (E) LINEBADDITION(E) WDW2868 2668 2668P.D 2668P.D(E) DR (E) DR (E) DR(E) DR(E) DR(E) DR 2868 (E) DR(E) DR(E) WDW(E) WDW (E) WDW (E) WDW(E) WDW (E) WDW (E) WDW(N) WDW(N) WDW TEMP (N) WDW(E) WDW(E) OH ELECTO REMAIN (E) GAS TOREMAIN(E) WDW64OPENYARD
NEW
ROOF
(E)
WDW
c
EP EJECTOR PUMP,IF REQUIRED.
(E)
LIBRARY/
OFFICE 1A-11A-11A-11A-1PLCLCL
2'-6"3'-6"
ADDITION
EXISTING
STRUCTURE
(N)
FRENCH
DR
MIN.
(E) DR
(E)
WDW
(E)
WDW (N)
WDW
REMOVE (E) GARAGE
DOOR AND REPLACE
W/ WOOD WDW'S TO
MATCH (E) HOUSE
WDW STYLE AND TRIM
641
(N)
WDW
(N)
DR
(E)
DR
6 5 2 1(R) M. BED(R) M.CLOSET(R) M. BATHW.CSHOWER(E) LIVING ROOM(E) PORCH(E) BEDROOM (E) LIBRARY/OFFICE (E) KITCHEN (R) NOOK (E)CLOSET(E) BATH (E)CLOSET(E) LINEN (E) PANTRY(E) F.P T.V3'-6"3'-0"KING BED4'-0" x 3'-6"5'-0"1 (E) LINE2365 (E) LINE (E) LINE (E) LINE (E) LINEBADDITION(E) WDW2868 2668 2668P.D2668P.D(E) DR(E) DR(E) DR(E) DR(E) DR(E) DR2868 (E) DR(E) DR(E) WDW(E) WDW(E) WDW(E) WDW(E) WDW(E) WDW(E) WDW(N) WDW(N) WDW TEMP(N) WDW(E) WDW(E) OH ELECTO REMAIN(E) GAS TOREMAIN(E) WDW64OPENYARDB
(R) M. BED(R) M.CLOSET(R) M. BATHW.C SHOWER
(E) LIVING ROOM
(E) PORCH
(E) BEDROOM
(E) LIBRARY/
OFFICE
(E) KITCHEN
(R) NOOK (E)CLOSET
(E) BATH
(E)
CLOSET
(E) LINEN
(E) PANTRY
(E) F.P T.V3'-6"3'-0"KING BED
4'-0" x 3'-6"5'-0"1 (E) LINE2 3 65 (E) LINE (E) LINE (E) LINE (E) LINEBADDITION
(E) WDW2868 2668 2668P.D 2668P.D
(E) DR
(E) DR(E) DR
(E) DR
(E) DR
(E) DR
2868
(E) DR
(E) DR
(E) WDW(E)
WDW
(E)
WDW
(E) WDW
(E)
WDW
(E)
WDW (E) WDW(N)
WDW
(N) WDW TEMP (N) WDW(E)
WDW
(E) OH ELEC
TO REMAIN
(E) GAS TO
REMAIN(E) WDW64
OPEN
YARD
NEW
ROOF
(E)
WDW
c
EP EJECTOR PUMP,IF REQUIRED.
(E)
LIBRARY/
OFFICE 1A-11A-11A-11A-1PLCLCL
(E) 8' -0" +/-2'-7"2' -0"3'-6"
ADDITION
EXISTING
STRUCTURE
(N)
FRENCH
DR
MIN.
(E) DR
(E)
WDW
(E)
WDW(N)
WDW
REMOVE (E) GARAGE
DOOR AND REPLACE
W/ WOOD WDW'S TO
MATCH (E) HOUSE
WDW STYLE AND TRIM
641
(N)
WDW
(N)
DR
(E)
DR
65 2 1(R) M. BED(R) M.CLOSET(R) M. BATHW.CSHOWER(E) LIVING ROOM(E) PORCH(E) BEDROOM (E) LIBRARY/OFFICE (E) KITCHEN (R) NOOK (E)CLOSET(E) BATH (E)CLOSET(E) LINEN (E) PANTRY(E) F.P T.V3'-6"3'-0"KING BED4'-0" x 3'-6"5'-0"1 (E) LINE2365 (E) LINE (E) LINE (E) LINE (E) LINEBADDITION(E) WDW2868 2668 2668P.D2668P.D(E) DR(E) DR(E) DR(E) DR(E) DR(E) DR2868 (E) DR(E) DR(E) WDW(E) WDW(E) WDW(E) WDW(E) WDW(E) WDW(E) WDW(N) WDW(N) WDW TEMP(N) WDW(E) WDW(E) OH ELECTO REMAIN(E) GAS TOREMAIN(E) WDW64OPENYARDB
(R) M. BED
(R) M.
CLOSET(R) M. BATH
W.C
SHOWER
(E) LIVING ROOM
(E) PORCH
(E) BEDROOM
(E) LIBRARY/
OFFICE
(E) KITCHEN
(R) NOOK
(E)
CLOSET
(E) BATH
(E)
CLOSET
(E) LINEN
(E) PANTRY
(E) F.P T.V3'-6"3'-0"KING BED
4'-0" x 3'-6"
5'-0"
1
(E) LINE2365
(E) LINE (E) LINE (E) LINE (E) LINEBADDITION
(E) WDW2868
2668
2668
P.D
2668
P.D
(E) DR
(E) DR(E) DR
(E) DR
(E) DR
(E) DR
2868
(E) DR
(E) DR
(E) WDW(E)
WDW
(E)
WDW
(E)
WDW
(E)
WDW
(E)
WDW(E) WDW(N)
WDW
(N)
WDW TEMP(N) WDW(E)
WDW
(E) OH ELEC
TO REMAIN
(E) GAS TO
REMAIN(E) WDW64
OPEN
YARD
NEW
ROOF
(E)
WDW
c
EPEJECTOR PUMP,
IF REQUIRED.
(E)
LIBRARY/
OFFICE 1A-11A-11A-11A-1THE EXISTING STRUCTURE IS NOT PERMITTED
TO BE DEMOLISHED. CONTRACTOR AND
SUBCONTRACTORS MUST ACCOMPLISH ALL
ASPECTS OF CONSTRUCTION WITHIN THE LIMITS
PERMITTED BY THE TOWN, SHOWN ON AB/D - 1,2
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO CONSTRUCTION - ANY DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT,
PRIOR TO CONTINUING WITH CONSTRUCTION cougill homeREMODEL 222 nicholson AVE4.4.22
A-6
REAR (NORTH) elevation
1/4" = 1' - 0"
FRONT (SOUTH) elevation
1/4" = 1' - 0"
PART SECTION
1/4" = 1' - 0"
(E) 28'-8" +/-(E) 35'-9" +/-(E) 10'-4" +/-(E) 5'-3" +/-
(E)
GARAGE
(E) LIVING ROOM
(E) PORCH
(E) BEDROOM
(E) LIBRARY/
OFFICE
(E) KITCHEN
(E) NOOK
(E)
CLOSET
(E) BATH
(E)
CLOSET
(E) LINEN
(E) PANTRY
(E) F.P
(E) DR
(E) DR (E) DR
(E) DR
(E) DR
(E) DR
(E) OH ELEC
(E) GAS
1
(E) LINE2 3 65
A
c
d
e (E) LINE (E) LINE (E) LINE (E) LINE (E) LINE
(E) LINE
(E) LINE
(E) LINE
f (E) LINE
OPEN
YARD
64
(E) 2030 (E) 5030 (E) 3026 (E) 4330 (E) 1630 (E) 1630 (E) 3013
(E) 6068 DR
(E) 2068(E) 2068(E) 2068 (E) 2068
(E) 6068 DR
(E)
3068
DR 1A-61A-6THE EXISTING STRUCTURE IS NOT PERMITTED
TO BE DEMOLISHED. CONTRACTOR AND
SUBCONTRACTORS MUST ACCOMPLISH ALL
ASPECTS OF CONSTRUCTION WITHIN THE LIMITS
PERMITTED BY THE TOWN, SHOWN ON AB/D - 1,2
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
PRIOR TO CONSTRUCTION - ANY DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT,
PRIOR TO CONTINUING WITH CONSTRUCTION cougill homeREMODEL 222 nicholson AVE4.4.22
AB/D1
AS BUILT/DEMO FLOOR PLAN
1/4" = 1' - 0"
N
J
S4
S3S
S4SS3S3SSSS3
S3SCLS3S3S
SS4S
CDSDS3
J
(R) M. BED
(R) M.
CLOSET(R) M. BATH
W.C
SHOWER
(E) LIVING ROOM
(E) PORCH
(E) BEDROOM
(E) LIBRARY/
OFFICE
(E) KITCHEN
(R) NOOK
(E)
CLOSET
(E) BATH
(E)
CLOSET
(E) LINEN
(E) PANTRY
(E) F.P
1
(E) LINE2 3 65
A
c
d
e (E) LINE (E) LINE (E) LINE (E) LINE (E) LINE
(E) LINE
(E) LINE
(E) LINE
f (E) LINE
(E) DR
(E) DR (E) DR
(E) DR
(E) DR
(E) DR
(E) OH ELEC
TO REMAIN
(E) GAS TO
REMAIN
64
(E)
OPEN
YARD(E) 2068MOUNT MID
WALL FOR T.V
GFI
LIGHT,
EXHAUST
GFI
PROVIDE ELEC
RADIANT MAT &
CONTROLS IN
MASTER BATH
NOTE: SINKS ON CENTER-
LINE W/MIRRORS &
LIGHTING & MAY NOT
ALIGN WITH CABINET
DOORS
EQ EQ
TO (E)
LIGHTING
P
ELECTRICAL SYMBOL LEGEND
DUPLEX CONVENIENCE OUTLET MOUNTING
HEIGHT TO CENTER OF OUTLET (12" UNO NOTED)
W/GROUND FAULT INTERCEPTOR
WATER PROOF
W/ONE SWITCHABLE OUTLET
RECESSED EXHAUST FAN W/VENT TO OUTSIDE W/
BUILT IN LIGHT FIXTURE AND HEAT
LIGHT FIXTURE
PENDANT LIGHT
WALL SCONCE
UNDER CABINET TASK LIGHTING
TOE KICK LIGHTING
RECESSED CAN LIGHT
RECESSED DIRECTIONAL LIGHT
JUNCTION BOX
WALL SWITCH
3 WAY
4 WAY OR GREATER
SMOKE / CARBON MONOXIDE DETECTOR
USB
GFI
WP
P 1A-61A-6CONTRACTOR AND SUBCONTRACTORS SHALL
COORDINATE WITH ARCHITECT TO PLACE ALL
THROUGH ROOF VENTS, JACKS AND COLD AIR
RETURNS AS INCONSPICOUSLY AS POSSIBLE
WITHIN ZONES HIGHLIGHTED ON ROOF PLAN cougill homeREMODEL 222 nicholson AVE4.4.22
e-1
electrical plan
1/4" = 1' - 0"
N
ELECTRICAL NOTES:
1. TWO 20-AMP SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR
THE KITCHEN AND ARE LIMITED TO SUPPLYING WALL AND COUNTER
SPACE OUTLETS FOR THE KITCHN, PANTRY, BREAKFAST ROOM, DINING
ROOM, OR SIMILAR AREAS. NOTE: THESE CIRCTUIS CANNOT SERVE
OUTSIDE PLUGS, RANGE HOOD, DISPOSALS, DISHWASHERS OR
MICROWAVES - ONLY THE REQUIRED COUTERTOP/WALL OUTLETS,
INCLUDING THE REFRIGERATOR. PER CEC 210.11(C)(1) & 210.52(B)
2. A DEDICATED 20-AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY
THE LAUNDRY RECEPTICLE OUTLET. PER CEC210.11(C)(2) & 210.52(F)
3. A DEDICATED 20-AMP CIRCUIT IS REQUIRED TO SERVE THE BATHROOM
OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTICLES,
LIGHTS, FANS, ETC. (EXCEPTION - WHERE THE CIRCUIT SUPPLIES A
SINGLE BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME
BATHROOM SHALL BE PERMITTED TO BE SUPPLIED.) IN NO CASE SHALL
THE RECEPTICLE BE LOCATED MORE THAN 12" BELOW THE TOP OF THE
BASIN. PER CEC 210.11 (C)(3) & 210.52
4. ALL BRANCH CIRCUITS THAT SUPPLY 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 AN ARC-FAULT CIRCUIT INTERRUPTER.
PER CEC 210.12.
5. THERE SHALL BE MINIMUM ONE RECEPTICLE OUTLET AT THE KITCHEN
ISLAND COUNTERS. PER CEC 210.52(C)(2).
6. ALL 15-AMP AND 20-AMP DWELLING UNIT RECEPTICLE OUTLETS SHALL BE
LISTED TAMPER-RESISTANT RECEPTICLES. PER CEC ARTICLE 406.12
ENERGY NOTES:
1. ALL LIGHTING IS HIGH EFFICACY (I.E. PIN-BASED CFL; PULSE START MH,
HPS, GU-24 SOCKETS OTHER THAN LEDs. LED LUMINARIES W/INTEGRAL
SOURCE, ETC.). PER CEC TABLE 150-A
2. ALL JA8 COMPLIANT LIGHT SOURCES IN THE FOLLOWING LOCATIONS ARE
CONTROLLED BY VACANCY SENSORS OR DIMMERS (EXCEPTION:
CLOSETS LESS THAN 70 SF AND HALLWAYS) PER CEC 150.0 (K) (2K):
i CEILING RECESSED DOWNLIGHT LUMINARIES
ii LED LUMINARIES W/ INTEGRAL SOURCES
iii PIN-BASED LED LAMPS (I.E. MR16, AR-111, ETC.)
iv GU-24 BASED LED LIGHT SOURCES
3. AT LEAST ONE FIXTURE IN EACH BATHROOM, THE GARAGE, EACH
LAUNDRY ROOM AND THE UTILITY ROOM SHALL BE CONTROLLED BY A
VACANCY OR OCCUPANCY SENSOR PROVIDED THE OCCUPANCY SENSOR
THAT IS INITIALLY PROGRAMED LIKE A VACANCY SENSOR (MANUAL-ON
OPERATION) PER CEC 150.0 (K) 2J.
4. EXHAUST FANS (EXCLUDING THE KITCHEN EXHAUST HOOD) SHALL BE
SWITCHED SEPARATE FROM LIGHTING (OR UTILIZE A DEVICE WHERE
LIGHTING CAN BE TURNED OFF WHILE THE FAN IS RUNNING).
5. NIGHT LIGHTS, STEP LIGHTS AND PATH LIGHTS MUST BE HIGH EFFICACY
AND CONTROLLED BY A VACANCY SENSOR PER CEC 150.0 (k) 1E
6. LIGHT SOURCES INTEGRAL TO DRAWERS, CABINETS AND LINEN CLOSETS
MUST BE HIGH EFFICACY AND CONTROLLED BY A VACANCY SENSOR PER
CEC 150.0 (k) 1I
7. ALL OUTDOOR LIGHTING SHALL BE HIGH EFFICACY WITH MANUAL ON/OFF
SWITCH AND ONE OF THE FOLLOWING IN ACCORDANCE WITH CEC 150.0
(k)3:
i PHOTOCONTROL AND MOTION SENSOR
ii PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL
iii ASTRONOMICAL TIME SWITCH CONTROL
iv ENERGY MANAGEMENT CONTROL SYSTEMS
GENERAL AND ELECTRICAL CONTRACTORS
SHALL DO WALK THROUGH OF ELECTRICAL
PLAN WITH OWNER PRIOR TO CONSTRUCTION
ALL EXTERIOR LIGHT FIXTURES WILL MEET
THE REQ'TS OF TOWN CODE SEC. 29.10.09015
TO BE DOWNWARD DIRECTED AND SHIELDED
FOR BATHROOM EXHAUST FANS, PROVIDE 50
CFM INTERMITTENT AIRFLOW MIN. OR 20CFM
FOR CONTINUOUSLY OPERATING FANS. PER
CEC SEC 150(o) AND ASHRAE 62.2-2016 TABLE
5.1 AND 5.2
CAL IFOFcN fA �Fc EEN 6U ILDfNG er ANDAFcD5 -FcE51 DENT IAL MAND ATORY MEA5U�E5
cssssssssssssssssssssssssS ssssssssssssssssssssssssssssssssssss,sssssssssss,, , :· . .,sss,ssssssssssssssw _>>>>>>>>,>>>>> >>\SSSSSSSSSSSSSSSS\SSSSSSSSSSSSSSSSSSSSS\SSSSSSSSSSSSSSSSSSSSSSSSSSSSS\SSSSSSSSSSSSSSSSSSSS\SSSSSSSSSSSSSSSSSSSSSSSSSSS>>>>>>>>>>>>>>>>>,>>>>>>>>>�>>�>>>>
Divlm!n 4.1 -PlA NNING AND DF,SJGN SECTION 4. 101 GJ:NERAL 4.101.1 l'nt'Posc. The provisions ofthis divisioo outline planning, design and ®'t!Ol)lll<n! melbods that include en'l'iroamelllally r.esponsible site .selec:tioo. building design, build,ing siting nn<I de�Jopment 10 prO!ect, restore and ei)bance the eoV iroon,e0131 quality-of me site and rMpect the integ,:ity of adj1lcea1 p,:opertics. SECTION 4.102 DEFINJT!ONS 4.102.1 Ddlnl.tlOIJS. The foll owing wonls and tmns $ball, fOl" the pllX'{X>SeS ofllli• cl:1-'l))tet and as uc.<Cd elsewhere il1 llus code, ha,-e the ,neanin&-, shown bct eio, FR&'/CH D.RAlN. A lleOC!l, hole a, olher depieued a.roa loosely filled Wilk, rQcl(, sr,,vel, � of brqc or slmll� pen'iQus nwcrlal used io eollcct oc cllMOel drainage or .ruJ loff \vat er. WA'ITLES. Waltles a:c used to red�� sedilue-m in ruooft Wllllles a.e often constructed of natUr.ai µhint maim.als such 11$ h;zy. siraw or slmilar material shaped in the term of tubes aod plaood on a doWnfiow slope, Wulles are also 1iscd for petin1<> lier' aad i�cooa-ols. SECTJON 4.106 SITE DEVELOPMENT I 4.106•,1 General. P!estrva.tioo and U.'\C of WJ.ilo blc natural resou,ces $ball be •CC001plished tlirougb evo.luation and =·fut plailfiinS tO ml.nimizo negative effCCIS on lbe sit� i.llld odja<en! areas, l'J:w,rvlllioo of slopes, n,anagcnlClll of stonn water d� and �o contrQJs '1lnll comply with ibis seetio,� 4,106,2 Storot 1''1lter dlallnage and retention durhlg eonsiruction. ProjeclS which ®tl!tb !ds lhan otie acteOfsoil and are not part cf s laq,er <:oll)(l\()n plan of developme,n whieb in total di$turbS one aero or more. shall manage s!Qtm water d'rai oage duti.ng OOllstructioo. Inorde< te manage SlOml walct' drainage durin$ 0cu1S1roC:iM. one "'" more of Ille followut8 -... shall be impl e,ne.�o,d to p;cve,i t tloodi ng of adjaccn1 property, J>11'Yeot <IIO&i.oo and rewn $Oil =orf an the site. l.Rei.ootioo baslns of suffo::i ent size sb�ll be lllili7.ed tot'lllllin Mo,:m Water on tile site .2.Where slalm wale!' is conveyed 10 a publl�drai08ge system, collectloo J)Oirn, gu&r or similar disposal o\Clbod, waumhall bo ftl�by u,oofa bmier systcn1, wa<tleor other method appro,..,d by !be enfo.ccilJg ngeacy. 3. Compliance with a lawfully tn8cttd stOOIJI warcr man-agement ordinance.4.106.3 Sutface ctulnage. The site shall ll.: planned on.d devcl ·oped <O �!>surface w•ter €tom eotedng l>vildi.ng:I. Coa SttUc• ti011 plans . sball indioate bow !be tlte gxadlng or dtaiJJ� sy;iem will Jll.111age surface Wllter tlCW$. ExamJ)ks of �!hods IO Olallll.8C &arface water incl ude, bit m:e llOt lim.ited to, the fo llowing: 1. Sw,il¢,, 2.Watcr <>:>!lcction at1d disposal &)'Slelll$ 3. French drains4 .• Wa1eu-e1emion gardeos 5. Othei wate. mcuure;. wbich k,:ep sw1aoe v.'ll!Ol: away from bui.ldingund aid in gronndwa�rtehar:ge
J>i,isi<m 4� -mTBRGY EFFJ CJBNCY
SECTION 4.201 GENERAL 4.201.1 Scope. The Department of Housing and Community DevelopmeriL does not regul81C mandatory energy efficiency Standards in residential buildings. For the purposes of maIJda, rocy en.ersy efficiency sl8ndan:ls in this code, the Ca liforni a, Energy Commission will continue to adopt mandatory build• ing standards, Note : It is the inren1 of this code to encom-age.buildings to �ieve exempwy performance in the a.--ca o! er..::tgy effi• c,ency. For tile J'Uq>OSOS of eoei:gy eff iciency standards, the California &ergy Commission believes specifically, a � building should achieve atleasta 15 per cent reduciio,, io Ct1C(gy u� when compared to the State's mimdalocy energy efficiency st.mdards. The Pllpartment of Housing and CoitW)u nity Development's l'l'.aOdatQry green building stand:uds for rcsiduntl.aJ btl,ildings do nOl requ.i,e compli• auoc wilh levels of mioimun e.1eigy efficiency beyond those required by tb.e Catifomi a Bn� Co.lll..�O&.--....IJivitiion 4.S-WATBR BFFICIBNC Y AND CONSERVATION SECTI ON-4,301 GENERAL 4.JOL l Soopc. '!'he pro-'i sioo. oi 1bi, d1:,p1cr shan es.U1luish the n,ca,,s oi IXl<\WWi ng •1a icc U$Cd f"'lOOrs , OUldoors and in;. wask'.'AAl !Cl" ooovcyt="'":C..
S'ECTlON 4.302 OEFINl11ONS 4.3112.l D<.•flnhions. Reseo,eo.
SECTION 4-303 tttOOOR WATER USE 4�.1 \�'ate,,- co=rvlng plumbiog fi<tu.res ""d flt tlnp. Plumbing fixtur�i (•.y3tcr cJosct.s and ur1naJs) :tnd fi.uin� (!.au• CCL< ond sh<)wc,bc,tds) shall comply with !he follcm,;ng: 4.303.1.l Wnter closets. Tlie clfocti¥e Oush volume of •JI wocer cl� sholl not exceed L1& ll'!llons per Oush. 1'ank•l)1>C \\�1 cr cluseb ,hull be certified to thepcrf omi•nco criteria of Ille U.S. !:.PA Wn,or&nse Spc,:if1carioo for T:,nk -l}'PC To ileU. Note� The effec1i"-e nusb ,·oluulC of dtr.il flush tuik:t-.. is de1ined a, 1he composi1e. average Oush w,{ume of l'"' n!<luced 0u,hcs and one f11U flu;h. 4.303.l .Z Urinals. The cffeelive f'lush vollmk': of urir,;,!s •hol l ilOI exceed o.s gallons per Oush.4.JOO-l.3 Sb ow•rb,'3ds. 4.3 03.1.3.1 Sbigl• showerbead. ShO",·"' .!Il.lknll have n nia,imum flow tole of not mcrelh n 1.8 . '" pcr minut�al So psi. Showe,hca:h •hiillbe cen. · .• o •h• pc rf'otiYiffi»Crilentoftho U.'l. l!PA \Vate <Sensc SV<-1· fie•fo:,n for Show.:thca<ls. 4.303.l .3.2 Mul1iP.le sbower!\eads serviug (l<Je sllo,1·e,. W�i a shower i� """'cd b)• more 1h,,n en,, ;ho,;'Cr he(ld, the co · ilaw rote of all ShOwerbe•d,< and/or Olllcr 1 C4>CM!rolled t,y t, single voh-c: sbaU noi e,;c l.8 onspcr minute :t80p;i.or the ,;.'1<,.ve r shall -<lcsigni:d toallow only one •i wwer ou1lc1 io t,c ill OperlU rQll ,\I a. 1imc,, Note: A bnoo.-hetd mower mall � co,widcNd " sho\\'crl>C!id. 4.303.l.4 foucel.$. 4.30'.U.4.1 Residential lavatot)' faUCClll , The maximu.tn flow nue of residential lavatory faucets shall not ex� 1.2 gallons per minute a1 60 psi. The minimum flow rate ofiesideotial lavatory faucets shall not be � than 0.8 gJi!Joos per minute at 20 psi
4.40U.l Documetatlon. .Docum.Mtalion slull) be pro-vu 4.303.1.4.2 l.Jn'9.toryfauctts In rom1Mn a11d publil' use areas. Tic ,:na.-tj)ntlffi llow r.ue of lavatory fnu�ts I in�lalled in common and pu�lic use arc$ (omsick-of d\\'clJings orslc-,ping uni ls) in res,dc11tiat buildings Sb.ill not c•t-ccd 0.5-gollon• per mir.u1c at 60 psi.. -vided to the enforcing agency which demotiSttates compliance With Section 4.408.2, w,.n,s l through. s. The waste l!Wlagement plan shall.be updated as necessary and shall be�ble ihu:i:ng COD$tnl.eilot1 for ex.,unioauon by the enfortjng agMcy:
PRQDJ!CI-WEIGBTIID MIR (PWMIR). Toe � of all weighted MIR. for all ir.gxedi.ents in a product s11bject 10 this article. The PWMlR is the total product reactivity expressed to � ot a grain of ozone formed per gra.t11 of PJO®Ct (eJCcluding CO!ll&Ulel' and pa1.kagi ng). ,..._,et _... adh..;"t$ I 50
.... \l, ·-·W<Y:Jd t ... '"" Nou: PWM!Ris ca!.culaled according to equation s found ln CCR, Titl() 17, Section 94521(a}. Rn"-11-·· '"11-.t,iv,. -·---·--'-di· ·-�
<II « 4.30l,U,3 Metering fa uct:ls. Metering faucets when b�\tal?cd in r�idential bl:i_ldi ng,1 lt.:.U not dcfo,er more 1han O.ZS galhn., per cycle. 4.408.2.2 Iaolatec!. jobsfles. :rbe enforcing &geDC}' maymake tt>tceptl()l)S to the ,:cqu� of tins section when-jolnlfes are localied in areas beyond the haul boundaries of"the di...e rsion ncility. REACTIVE ORGANIC COMPOUND (llOC). Any compouo,d that has the potenlial. once emitted, to contribute to ozono fonna!ion in the lrop0$phete. i VCTand --'--?ttile '"-"��� •• 4.303.1..:1.4 Kltch"1'1 rauoe!g, 'l'hc ma.l rnum l'low rat�t>f kitchen Ull!(;C1,ih:ill not ex� I .�gnllons perminu 1co1 60 p:;l. 'Kitclitr, limcciS mar lomporarily ioc� the now noovc lhu maximum ra\e. lM r.oi tocxcced 2.2 galIons perroin111oa( 60 pl,i,und niusl ,lefmh toam'!Ximum [low rate ot 1.8 gaHon• per marutc at 60 psL Note: \\'here romp lying fou<:ets are .. uwai )able. ••r -�ton or Q!hcr means tna)' be used to ochieve ret1u,;. 1ion. 4.303.2 Standards for plumbing !JJturcs aod fittings Plumbing fixtures and fittings shall be i/lstalllld in aceordanee with the CaUfomhl Plumbing Code, and shall meet the applicable s1andards referenced in Table 170 I.I of the 2019 California Phunbing Code
SECTION 4.304 OUTDOOR WATER. USE 4.304.1 Residential developmenr with an aggregate Landscape area equal to or greater than S0O square fe et To comply with one of the fullowing options: A l.ocal water efficient landscape ordinance or the current CA Dept. Water Resources Model Water Efl1cicnt [,a,Jd$cape Ordinance (MWELO) Whichever is mo.re stringent, or B.Projects witb an aggreg111e landscape area less Thao 2,500 square fee t may comply with theMWEU)'s AJ)pendix O Prescriptive ComplianceOption
SECTION -4.306 WAT ER REUSE SYSTEMS (Ans!Wd)
Dtvls/011 4:4 -MA.TBIUAL CONSE.R VA.TION A.ND Jf.BSOURCH EFPICJBNCY
SECTION 4.401 GENERAL 4.40Ll Sc,ope. Tru, p?OV!sjom of ibis chapter sb411 outline � of acbievin$ matetial conservation and i:e.souroe efficiency tlu:ough protection ofbuildings from exterior moistw:e· conatruction wute divusion: empl oyment of techniques � � P?llutioo through reey cii;ls of 11WCrlals; lllld blilld.iog comnus.�Olllng orltstiag, adjllSting lllld balancing.
SECTION 4.402 DEFINITIONS 4.402.l DeflnlUoaos. The following wll1ds and tcan, sh.all fo, t1.1e purpo,ie.• oflha cbapi,,r and •s� cuewbere in this� have tte 111eanluga Bhowu bmill.
SECTION 4.403 FOUN DATION SYSTEMS
(R�}
SECTION 4 • .404 EFFICIENT FAMIIING TECHNIQUl58 {ANervecl)
SECTION 4.405 MATERI.AL SO�CES (R-i-vecs)
Notts: ' .. VOC.AvoLatileOJ'glllic�broadlydefmedasaebail· ical conipound � on caibon cbaiM or rings with vapor presN'eS greolCI' lbll>O.l millimeti,nof1De:C1lr)' ati:oom tcm· pol'.f,llll'e. These � typieally coma1n h� and l.Sample fonns fowid In Chaple( 8 trJJ1Y be med to assi:st in doo1Unenling compli= wilh the wwe D)8!)11g,,meJ)I plan. _ may oonraln oxygen, oitrogt:n and other ele.tnenis. See CCR 2.Mb:ed constNctioo and demolition debris(C&J>) processors ca:n be located at the �-orni.a Departmont of R.osources 'Rec ycling and R�y (CalRecycle). _ -,y-,-;---4.40&.4 Wasto S1tea01 reduction. ahemnive {LR}. Projeets tlJaJ genenllc a 1otal combined �ighl ofconstnlCtioo 1111d demolitillO WIIStC disposed ofio IQ11dlllls, which do not exceed four (4) lbs/sq. ft. .Cthe building area shall mtct the minimum SO .percent construction waste reduction Rquirement in Section 4.408.1 4.40& 4.1 W�e$11'C811l reduction altcmatr,-e. Projects that g,:ncrotc a tolal e<>rnbincd weight or constroction sod demolition wa<;te disposed in ll)ltdfills, �kb do not ex<:«<! two (2) l)Ollnds pc, square foot of the bulkling area sba!J rooer thc minimum SO pcrc,:nt construct!QO waste requirement in Section 4.408.1
4A08.S Doc:Wncn1a1lon. t)oculllCl)tation shall be provided to the enfurcing a�-y "'hioh denlonS� ,-om pliancc with S<etion 4.4O8.2. ltall$ t tbrougl, S. S«<ioo 4,4-03.3 o,4.408.4 Notes: I.Sample fol11l$ found in.:•/\ guide 10 tlic CaliforniaGreen Buik!ing Stal1dru'd$ Code (Residential)" located at ,vw w.11du:3.gov'?CAf GRl:::J!N•h'-m! may be used 10 ,mi,it in doc umcoting compli= ,.;1h tblsS<Ction 2. Mixed construction •rd demoll.tioo dcbri.s(C&O) pro<:C$$0l'$ can be locotcd al the California OcjwUnent ofRe,soUl'Ccs Rcq.'<:ling and. R=vcry SECTION 4.409 LIFE CYCLE ASSESSMENT (R9ffr.ted)
SECTl.ON 4.41 0 BUI LDING MAINTENANCE ANO OPERATION 4.410 .1 Operation aod matnten11nce mAllual, At the time of flllal inspection, a wnua t. 001)\J)aCt dbc, web-ba$ed r:d'e.«:l.icc or other media acoept>.b-le 10 1M oofom ng agency wh.� includes all or� !ollowi'.ng $hall ho placed in the 'bu lldlog: I.Di!CClio� 10 Che owner or occupant di.at ibe manlllllshall remain wilh. the building throughout the life e,y cieof flle strnctnre. 2.Operation aooruaiulxlrul.nee instlUCtions f.or thefoUowi:)g: a. Equipaicnt 8I>d applianocs, iooludill$ wa1c,;-savin3 d<:Yices and !IYS!em$, HV AC s�. w='�ing .'l)'swns and other ma.jot applia= and e<Juipmcnt. b.Roof Md )<atd drainage. i.neluding zi,tter.s end doW116-poutJ.c. Spacecoodi!i¢1ling sy&tocns, � c:ondensen arid ail: 61:m. d.Landseapo lm&ation $YS1 ems. e. Water remc s)','l-.,. �-lnfonnation from local util.i\y, water and wasie xcc:ovccy provide!:$ on metho& tQ fui:!hc, red\10C rest'1((:e oo,..sumpeion, ioclDding xccyclt � :ind 1�.,.. llons. 4. Public ·inmspom.tion ,mdc, carpool opti()I)& available to me area.
5. Educatl.ooot materlal on Ute po$i ti v-e impa,,ts of an inl<>dor relative httrnicfey bet\\'e en � pc,.-ce,it lnd wbAt methods an occupe.nt may use r,:, c:iaimni:n me rclllliw bomidity leve1 in thattange. 6. Infom,atioo lll>o11t water•COIUetVUJB 14NIM:ap� and in:igationdesign and mntrollers wbicli -ve water. 7. ��truc ti00$ !or malnt$inlug gultt;1$ ag6, downspou tssnd lbe � cf divcmug waIQr 01 msi s feet awsy from Iba fouooation.
Tole 17, �n 94508(a). N6te: WheTil specific regulations are cited from. difi'cfent agmcieuuch asSCAQMD, AR.13,erc.,the VOC dtfinilion inclllded in that �c regulation is the one that prevails for.the specific me&S'in in. question.
SECTION 4.503 FWll&ttLACES 4.503.1 Geaeral, Any installed gas tii:cpleee shall be a diiect,.v cnt sealed-coro:bu$U.on type. Any intta.lle<l woodstove or pellet SIOV� shall comply with U.S. EPA Phase ll emission limit, where appl icable. Woodstoves, pellet stoves :tnd fireplacet1 Schall also COtllplY with appl lc:>ble lOC$J ordinanocs.
SECTICNUIM POLUITMIT CON I Rui. 4.504.l Covering ot diact openings and pro-ion of l!ll'dNriiei cqalj Ml clmill& �-At tile tlm.t oi rough ins12Jlation or during storuge on the eonst:ro,:tion sitea.nd untll ftnalsW1Upcftbebeatingand cooling equipment,allduct and otl:leJ: rel4ted air dimibuuon component opening$ $hall be covered wllh tape, plastic, sheetroetal or other me!hods e=pt• able't.O th.e enforcing 11gency to :educe th.c am1>u nt of dU$t or debris which may oollcei i.n the system 4.!04.l Finllll material \loll�• -.,t C<lllt:rol. Fi msh matuials shall eotnplY wilh this s�on. . .. � -· ·-•• ·� • -. •• '::t t:'t 4.504.2..1 .-\dlleams, _,.., .. ad caulks. Adbesi.ves.· aealants and caulb uaed on the praject shall meet the requ irements of the fo!l<lwing Slalldards 1)1)[ess l1l!ll'C slriogen t local or regional air pollution or air 01llllit:y � roent dlstriCI rules apply: l Adhcai\'CS, a.dbesive bonding� adhesive prim• ·ez s, sealants, lealallt � md caulks sb4ll compl ywilh!ocalorregionalairpollu iioo COll!I0!�2lrqual.!\Ymanagement dl.ttrict rulet where applicable ox SCAQMO Rule 1 168 VOC limit$. as shown in Table 4.504.1 or 4.504.2, as applicab le. Soon prc,dad$ aJso shall comply with the Rule 1168 probibitiCll on the use of cemin toxio � (chlorofo i:m.. ethylene � lTJllihyletle cblorldo, pezcblctOelhyk,tz and tdchloroethyiene.}, �t for aerosol products, as specified in Subsection 2 bekM•. 2. Aerosol adhesives, :tnd smllller uni.tmes of adhesi� and sealant or caulking compo:un.ds (in units of prod· uct, Jess padc:aging, which do not weigh tn® tlwt 1p0\lftdand do not consa1.0f n,ore than !6i\uid <lWl<XlS) sball <»mply wl!h .-wide voe standarddiid ()thl,.,:requimneD.ts, in.:;J.uding 1'%()h!bitior.s on use of CClfaintoxic compounds, of Oi!ifrm ria Qide ef Regu/an,;r,,$, Title 17, � wilh Sect.ion 94507. 4.504;2..2 Paillls and coa�p, kchit=trel paints rui.d coating& shall comply wllh voe limits in Table 1 of the ARB A:(chltccu:ral Su� Con.trol Measure. as shown In Ta ble 4.504S, unless more sningellt local Um.its apply. The VOC con1etlt limit for coati.�s that <lo not meet the definitions for (he s�alty coating$ ciltegorl.c$ listed-ln Tal>lo 4.504.3 shall bedeten,iined by classifying the co at• mg as a Flat , N<l.nftat or Nonflat.-f figh Gloss coati11g , b ased on its glon, as defi11cd ill.$ubseetlons A,2l, 4.36, aod 4.37 of the 2007 Cali fornia Air Resources Board, Suggested Control Measure_ and the cor�ondi11g Fla� Nonflat or Nonfla1-l-ligb Gloss voe limit in Thble 4.504.3 shall apply.
RCT10N 4A06-ENHAN0£0 DURAl4LITY _____ AN_. 0 RE0UCED MAIKTENANC.:E�:-�� Annular sp11ees arolllld pipe$, elcciri·-.-c cab-i;COiidtll1s or oibtr openings in p1-ate>deriorW111$shall be protected agail).st th� pusage of rodeo.ts by closing such openmgi with cem.eotmottar, concrml!la$0tuy oraalmllarmethod acceptable to the eo.fotcing 113e.ncy.
S.l'nfocmotlo n oo (C(\Um;d ZOU.lint · o>llntel'lal.l« mca, s� including, but ooi fiml� to, caulkin&, painiina, v,,dir,g around d1e btrilding. etc. ·9.lnl'or:mati on abo\1tswc so!areoqgy and incen1iveprograms aVll!lable. 10. A copy of all �a.I ill$peCtiou veritlcalioas i:e,qllb:cd bf the enfoxclng agea cy or this C0dc.
4.504.Z.3-Aeroeol palllts a:od. coatmp. Aerosol paints aoo ooatings shall me et the Prod'uct0We igbted MIR Limi.ls for ROC in Secti.o.n 94522(aX3) and ooie. requu=.enta , l.ncludmg prollihitions on UllC of certain tQi<ie compounds 'and ozone deptetin g substances. in Section$ 94S22(c}(2) and (d)(2) of California'Co<u of&plo,jqns , Tole 11, wromenclng witil Secllon 94520; arul in artM undet Ill" jw:i&diccion of i:h.e Bay Area Air Quality Mana�ent Dlsnict additiont!lly comply wi1b me �1 voe by weigbt Qf. , P:"'1uct limits of �on 8,Rule 49,
4504.2..4 Veriilca tton. Veri ficatioP of compliance witl) this section s� be provided at lht request of the e:r,fucing agency. Documemation may inelude, but is not limited to, !he follo9/ing: , . SECTION 4,407 •
WATER RE81STANCE ANO MOIST\IRE 1'11.ANAQEMENT (R�
SECTION 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND R�CYCLING 4,408.1 Coostruction waste red uction of at least 65% Recycle and/or salvage for relt$c a minimum of 65% of the J)()nha2.11rdQus construct.ion and demolition debris, a- meet a local constnrclion and dcmoli1ion waste nwnagcrn<mt ordi nance, whichev<:r is more stringent.
�ifs: I. Bxcavated soil and l®d-clearing debt-i&. 2.Alter�te was� to<blcti�n IMlhods devetoi>e4 bywod:ing with local agen cies if diversioll or rec ye le facil iti es capabl eof compli unce wi th tlta item do notex.ist or are .oot located reasonabiy close to thejobsitc.4.408.2 Construction W1ISle manaaement plan. Wbtre a local juri.sdlctlon does not bave a constroctio:l and demolition � �at w.dinallce, a construolion waste n:ianage,. ment plan shall Ire submitted fur approval to the enforcing agency that: l.ldeotifie$ th,. m•l'ttials to be diverted from dii>posal byl'tC)'Cllng.reuseontMprojectoraalvagdor future�orsale. 2.Spccifi.es if mmedal$ will be .so,,:cd oo-&ile or milled for trenspatWiOll to a divmio.o faci1 ity. 3.Identifies the divffli.on facility whet¢ lbe maic,:iaJ e4J .l.ected will be taken. 4. Identlfic.., �«I .metboda cn,plo,ye<! to � lheamount of wa,;u, generated.
l>iviaou 4':.S -BNVIR<>NMENTA.L QUAUT'Y SECTION 4.501 'GENERAL 4,501.1 Scopt.. Th e provisions o! this chapter shall outline .means of reducing the qoantlty of air �1$ that are odo rous, irritating and/or harmful to the comfort and well-belngofabQilding'.sinmlleu,oceupM:.s and neigr.bors.
SECTION 4.IIG2
DEIFIMITION8 4.502..l Deftnillaos. Tile fo llowing w� a.'ld t= shall, for th� pwp:>ses of tbii e.hapter and u used cbewhcrc in thi$ code. have thc mel\lUllgs <lh<>wn herein. AGlUJ1lBE•R. PR.ODUCl"S. Agrifi.ber p.roducu include �. suawboard, panel substn.tes Md door coi:ea. not including .fumi.ture, fixnues and equip!llellt (FF&:B) not considered base building e!eJ:nem,s .
COMPOSITE WOOD PRODU CTS. Composite wood products include ltard•,;rood plywood, particleboard and tnediw:n density fiberboazd. Composite wood prodllct& do not ,l �lude hardboa:d, stiuctUT&I plywood,SlnlCWralpanel.t.atrw> tural co111p?Sile-lwnbor,orientedstrandboatd,gl11Cd laminaied ti� as specified in "Structural Gille(! Laminau:d Tunber" (ANSI Al90.1 -2002) or pmabrica� wood l-joi&.
MAXIMUM INCUMENTAl.REACllVITY(MIJl). The maximJlm.cbange in weight cf oroae fonned by adding a compound to th6 � reactive OIP,llio gm (ROG) lllOOllle" per weight of compound added, o,/pressed to b.�tbs of a gram (g (Y/g ROC). Note: MIR values f<>� Indivi dual mmponnds ,md hydtocar,. bon solvents em spec ified in CCR. Tole 17, Sec:ions 94700 and 947 01. MOJE,"J"OU CO!\"TBNT. The, weigtu of the -i.o wood --� in pel'OC%li-,e of the weight of.theo� ":��'.-
1.Ma nufacturer's pxodoot specification. 2. Field verification of oc•site prodnot <»nlatne:rs.4.504.3 Carpet�----AU Carpel i.mlalled ill llJe boi ldiog '. irtcrior$baD ntCCt thcle$ting and pr.odl'Ct rcq�•of<>ne oft.he followillg; l.Clrpct and Rug lnstiwte's 0=• Label PIU$ Prograll!-2, Califorui& D� of Public ije�bh, "S(aodard Method for 1hc Te1>ti!li and 13vaw.allQJ\ of Vol �tile Org>nic Chemical F.nwslan s· ltom Indoor Sourc,es IJs.i.ng Ei,,;romnen«1I Cba<Qbcrst V°"ioo 1. l, �Y 2010 (al.lo known a1 ,SpcciJkation 01350.) 3. NSF/ANSI l40 :11 the Gold ltxel. 4. Scimtif,c Q,nificaliont �� 1ndoor Adv,w;,ge™ (;old. 4.904.:U Ca'tJ.,f1, c:mldoa. A.II � CU$1lioo inslllllcd in the buiJdlng intmor shal l rncct lbe n:qul rcmcoo ofs:he Corpet 81.1(1 Rug Io.'ltitutt's Gn:en Ub"1 program, 4.504.3.2 Cai:pet �-All � aclb.col.,... slull tlltCt the requirements ofTatil.e 4.SO,I. I. l 4.!4N.41ktlllentllootrlng� W'-nesllient llooring�•: il1$,11lllcd. at lca$t 80 percent ot' tloor area. r�eMng TC:$ilient lloori.Jlg ,ooU comply with one or moa,of th< f.ollawi.og: I.VOC emi$$ioll limiu defined l'n the Colhi.bo,:a_iivc for High h!f0tl1l� S<:boo1s. (Clll"S) l:[ig)t .Pei:f-01m.011Ce Pt0Clii$ I>.uabese. 2. l'rodllcls �fm>t with CHPS criu:rta eenifi<d ondct: tho Otetngum:d ChildrM & S<:hoots p«>gi:am. 3. CtnnieadM �ibe.ResilleotF!oorC,o,.uit sl.nstibr14fRFCll flootScon, p,x,gnm.4. McettbeedifomlaOq,a1tni<m1ofl'l>blic}:jClijtµ, '"StllUdord 'Merhod for the Tes ting Md .Evahi,illon of Volatile Otganlc Cbemt<:al .RmiSSlloM fton, lndo<I< So�n:u lJsint. Environmcotal Chambc:n'.."Vcnlon I .l. Fd,rua,y2il10 (o.bo 1:n<>v,.,,., �pce ificoti(,o 0135_�,·� ---
... .-A ---1 Ml'Ni.:{,tt:t
--·-· �-d:�"YU M -··-··-cru"'l · ··,-. , .. :tlOt " ,-lv ll<tW SP!l',,IALTY APPLICATIOICS
-u• .. v.--1 .1.1
:QI. a,vr w-•••·· ·�-�'.---·t'be�--···-1 ... . ·-·-�'-
.,...-·•11·• •dh,c$iv4 . riot.,. ·---, ·vo
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Hn .,., "" ,,. -., "' ,,.. "" "' l.l!••-ls uoodoobcocl di.-0.: wt,,uat.,.� ,,,._"ill> tb&higj,estVOC"°"""'wU bo_, l. F« eo<1u;,,,,a1 inf'orm>lioa ,oga:din& -.10 -lb,• VOC«>alllllt �pe<J�� bi u,la lablc, °'� S�ulh C.0... Alt Qosllt;y �t l,)l,rdct Rli!6 I 16S. TABI.E 4.504.2 SEALA ... T Y0C LIMIT IMS W_, 811d LMa Enfflpt Cofflpouncls In 0...... per Uitf UAJAl!Ta I euMIINTVOOUIIIT
' ·-' . ,.,,
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.,.. -· .a.. •• ,v �.,.. C::n-l--\•• ... 4ffl ~~·· ,.,,., -. . . -�""l No>,-2SO �--'··· ,,.,. . . <M """ ·-�·-�-----TAB Ll:4.504..3 V0C CONliiNT Ulll'IS FOIi ARCMITECTURAL COATING�• Gtame of voe per Wier ot CD811ng, l.$U-and L-&.tllpt� ---·----,£1'l'ECT!Ve l!Jll'l!CTIVE COATIIIQ OATIGORY · l".tt ·-· -· "-"onf--"" eo1tlr.u Non ft�hi..._ _,...__ coaili:-s...,., ... Coal!·-
.1. i"'3lJnum r.o,:,l c:oa.ic .._ �---·a1 Bin.-..-rod ..,.r-a-.... . lloo4b:ook<n, Cooaor,-cc:· .
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.eLo......�t-....--~-·•·-....... 1 'H"h ., � mamwcuco eotdtiH Low tol!ds: -... ,i, ....... i . M-Clitt. tc.fflll!M coatiM"i. �-,cnico:d-M_etallic ..:-r--.. ttd QOlb',,,,-Mollkol«cois;._, �lnlelll .... JI,""""" ,.....,,_,._ -' .,,,, a-•-,. -�-tcea:!c'" � .
Sholl>« ClUr 0-'~•· . ...i ... -5'otl< ccniolJdalllS s._;fflll'.i .. --••l OO&ti:--Tnfl'"'rmrlcin '.nib ao4 � ..&:sh •--w.
.wood ·-�---·-Zmc,;��
1/1.IJ!l10 1/;/2012 so 100 l50
40') 400 so )SO 350 "" 100 so ISO I 3,0 )5\) ll)!) 250 Si10 420 250
12') 450 100
500 250
4� 100 . ;ro '
m so 400 ..� 7:lO �so . .,., l"" 250
45() 340 100 �� 250 275
)SO 344
5.S�ea tb&t tbe 9..'ll0llntoflllll�ab dive!tlx! tlltlll b"----------------------------------------___ cakulat:ed __ • _ _,by�w-��gb �t�o�,v�o�lu�me,=-�bu�t�n�ot�b�y�bo�tb�.�----
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secTION4.M5 INTERIOff IIIOISTURE COHfflOL4.!05.t <,eoem Bulld'mV sh:111 meet or·=«<! the provi•i.ions of the Califonrln 8"/lding Sltllidal>ll Ct>4e. 4..50 5.z c,1111nre. sll!I> ro.,_....,..._ conmi.e •�b _fwllda·ooM ,eq,,imi to i,a,•e ._ vapo,: ,ct;rdc<by the Co lgi,ooa 8wld
/11g QJde, Chapta l9 o, concrete slllb-<Mv grooti.d OOOfSrcquiNd 10ba.:C a� R:lalder by the Califrm1ia t«mfe11tlal
Codt, OWlplot S. shall olro comply with Ibis sediQn. 4.SOS.2,1 C.pUlary bmiL A ap�laey bn:ak shal_l l:e 1l!lsblled iu <'0!llP,l.lan<:e wi1h at ,..,�t ooe of the {o llow1og:l
A
4-iach-lhick (lOl.6 mll)J bescof 'l,illCh(12,7 mm) ·« larl!C" cle:l.n �e $h all be provl(kd \\'ilh a
vapor rdaldtr in direct C()lllaCtV/i1h CODCtelt �. ' � mix dc6ign. wlticli will � bl«d�,
� an6 Cllrllns, shall be used. F« additional ioform:llitlll, � Ameriem ConcMe ln$tituto. ACJ 302.2R,-06, i.Other cquivaltll.l tllClhods appro•·ed by the rofarciog agenc y. ,. A slab design speci fied by a I� de3ign.prof�-sional. 4..50!',3 Meiltare conieot or belllflhg mata'.lllb, Buiuli�,oatedals with ffllble lli&ns or wottr dllmage $hall no& bebulafJed. W'11 and,{loor lnlroing$hall oot!"'cncl.osed wbffll.he {rttmilJg rnr,mbelS ex_e,.,ed J.9-pc:Jll"'lt � <Oll(Cm. �wn,COO!entsballbeYCrillcdin «>mp�Wlthtbcrollowmg: l. MoiaWtc conteot shall be dt{crmia«I with ei.Jbe' apl)lbe-typt or conlac Hypt, moi� IJ!(UI, F.i)w'vlllelll moisture serj&atioo .metliods PUI)' I,,, w-o•<:jl l:iy II:"cofl,rdag� aod oball4Uli,ify � Cou ndro $eclion 101 .8 of dm code. 2. Moisture: :readi!IP sball be l4kl:n nt. a p>inl 2 M (610mm) to4 het(t219 nun) '1<>mth e�$f3111ped ttid cfeacb piccc tobc ..,.;J3cd.3, A1 last tllreo random mcwur,c 1-ecd!ns, 1'ball be �f(11'111ed o11 wall and flooc flaming wl!h do(;Gme,,tatiOD accept.i,le io ill<: cnr<>tclng agetlC)' piovtded •! Ille umc o! apt:w:QVal to cn,:IQ6c � w-J.ll aiid noor framing. InsulatiOll prod� ";;;hlcb aro vislbly � or have a high moiSllltc content shall tie replaced or allow6d 10 dry prior to enol�.in wall or floor cavities. We t�pplied insu]ation prod· ·u.ctS shall fbllow the m8.llllfactams' dryiug re<:<>lltlXlem!ations prior to enclosure .
SECT10N 4.808 INDOOR AIR QUALITY AND EXHAUST4� 1 Bat:hmom echanst fans. Mech8nical Clxhaust. fans which exhaust diJectl y from balbrooms &hall comply with the foUowuig: l. Pans sball be �GY $'I' AR com.pllatit and be ducted to tctminato � die building.
)
2.Unless fanctioni ll& as a component of a whole house veotilatiOn system. fans tnust. be controlled by a.lnttnidisl8t which &ball be readily ac:cessible. Humidistat con1ro1s shall be capable of adjustment between a relalive huroidity range of 50 to 80 �eot. Nolet For the purposes of this section,� bathr:oo«n is a room whlcb contalnt a bathtub, shower ot rob/� _ comb� SECTI ON 4.907 ENVt RONMENTAL COMFORT -4.a?,J O,ewl .1. Wbole bonee cxhans: flue dut.U �eve =-ae11� 1a11ttlw•us e, aer1111, $1>1.tiah&lese.·HOe&a..imis off. ee: :CJs o:lou,m .91,.M M\•amifUlua i:Muiatien lMtu efR 1t2 . . 4.507',Z Beatilll ud �Ing� tletjgn. Heat• i�g and 3ll'<lO!ldi.ti.oning systems sluill be sh::ed, de.s.ig11ed and have their equipment selected usjng the foil.owing metb.ods: l, The h6at loss ftl)Q � gain is catabli.sl!ed acco.rdlng to AC.CA Matiual l, ASBRAE bandbooks OX: ot);er equiva-,le11t design software or' mclbods. 2. Duct systems are si1.ed =ding t.O A<XA.2.9-D Man· ua1 D, ASHRAB handbooks or othei: equivalent deslgo software. oi: methods. 3. Select · beati.llg and coo ling equipmc.n.t accord-Ing 10 ACCA 36-S Manual S or otb.er equi vaJtnt design software or tnelbods. E,cceptlon: Use of alt.emale design ICD:l!)en.ltures 11� ,to ensw:e die sysmms functi on are �l e. SECTION 4,508 outDQOR AIR QUAUTY -�) _____ .. .. -.,,,, . .,.--
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SECTION 301 GENERAL 301.1 Scope. Building,$ shall be des�ue(f tQ i.ndude ti)c green building =�ures 5POcifled �$ mand•to,y in ·the npplic;uion cheddist$ contained in lb� codt. Vo luntary green btlildiog measures art l\Lw in.eluded in the opplic•tion checldi$'1S and may he iocluded io the design 3lld col\Str11c1ioo of-sut>Ctures covered by this coclc, but a.re 1,o1 rcquiml unless Udop<cd hy a city,county. orcily and mncy as specified in St«i.on 101 .7. 301 • .W Addltlons an.d .:J�ra(lom. (8Cl>J 'l'hc mandotory P!Ov isioos of Chapter 4 shall be. applie d to add itio ns ot alterntia\.$ of wsting l't$ldential bul1<1i11gs where the ::cl.di• lion «11Ue:ra1i<m increases t'hebuikiing'� condi.time4 im:a. \'Olom.o. or size. The rcqu� $hall apply O!lly to '"1d/of ,yj lhi11ihe speoiftc areaoftheaddition or a/1e nnion. Note: On All<l>Ulcr '""'"'IY I, 2.0 14, residential 011ildings
reetdenl t�I mandalor�
9reen bulld lrl9 atandarda
Sheet 1wlcrg.:.11i; permii:.ed Nttraticn,;. lddil.icn& or irnptovcments :shall repL1ee noncomplinnt pluml>iog fo,turcs witll w•rer-«>nsetclng plunit>i ng fu:UlrtS. :Plun:blng f',x-lurcreplac:emc,u is requ ired prior to issmmce of a cmflfi . i:,: oateoffi""1 compl<don,oc,tifrcat eor occupnneyor tln•I G 1 0 � ptrnut OP\lfOVal by the lccal building <lepan111e.111. Ste t:: C� Cc<leSC<>tion I IOJ.1 ,et 6C(j.,for tl,c,dcfi.nltionofa # nortcoOl pliont plu mbing fix.tul'e, types of rtsido1t1iol 1 bti ildings affectcd and other im[)O<lalllenac,:,l==n=td�•�re�s,.. =--'------------------------J :r.:
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