HomeMy WebLinkAboutCDP 15-36; Olsen Second Dwelling Unit; Planning Commission-CONSTRUCTION SPECIFICATIONS
I. FOUNDATION AND UNDERFLOOR
1. Concrete Strength. Concrete for footings
must have a minimum compressive strength
of 2500 psi at 28 days.
{CBC § 1805.4]
2. Wood Supported by Exterior Foundation
Walls.
Wood framing members, including wood
sheathing, that rest on exterior foundation
walls and are less than 8 inches (203 mm)
from exposed earth shall be of naturally
durable or preservative-treated wood.
ICBC § 2304.11 .2.2]
3. Footing Depth. The minimum depth of
footings below the undisturbed ground shall
be 12 inches.
4. Concrete Slabs. Slabs on grade must be at
least 3 1/2" thick.
ICBC § 1910.1]
5. Treated Wood. All foundation plates or sills
and sleepers on concrete or masonry which
is in direct contact with earth must be
pressure-treated wood or foundation grade
redwood. Wood joists closer than 18", or
wood girders or supports closer than 12" to
the ground, must be pressure treated.
(CBC § 2304.11 .2. 1]
6. Anchor Bolts and Footing Sills. All sills
must have full bearing on the footing wall or
slab and must be bolted to the foundation
with 1/2° diameter anchor bolts embedded
at !east 7" into the concrete or reinforced
masonry or 15" into unreinforced grouted
masonry. Bolts must be spaced not to
exceed 6' on center. There must be 2 bolts
per piece with bolts not over 12°, nor less
than 4 ~ from end of each piece. Steel plate
washers shall be placed between the
foundation sill and the nut. Such washers
shall be a min 0.229 inch by 3 inches by 3
inches in size. The hole in the plate washer
is permitted to be diagonally slatted with a
width of up to 3/16 inch larger than the bolt
diameter and a slot length not to exceed 1-
3/4 inches, provided a standard cut washer
is placed between the plate washer and the
nut.
ICBC § 2305.3.11, § 2308.6 & § 2308.3.3]
7. Underfloor Vents. Underfloor areas must
be ventilated by openings in foundation
walls. Wall openings must have a net area
of not less than 1 sq. ft. for each 150 sq. ft.
of underfloor area. Openings must be
arranged to provide cross ventilation and
must be covered with corrosion-resistant
wire mesh with openings of 1/8-inch in
dimension.
ICBC § 1203.3.1] (
8. Underfloor Access. Underfloor areas must
be provided with an unobstructed crawl hole
not less than 18" x 24". Openings must be
effectively screened. as required for vents,
or covered.
{CBC § 1209.1].
II. WOOD FRAMING
1. Lumber. All joist rafters, beams, and posts
2" to 4" thick must be No. 2 Grade Douglas
Fir-Larch or better. All posts and beams 5"
and thicker must be No. 1 Grade Douglas
Fir-larch or better (see item 13 in this
section for lumber grading requirements for
studs).
2. Wall bracing. Buildings shall be provided
with exterior & interior braced wall lines.
Spacing shall not exceed 25' in both
directions.
ICBC § 2308. 12.3]
3. Lateral Bracing. CBC § 2308.8.5; 2305;
2306;2307
4. Blocking. Provide blocking at ends and at
supports of floor joists, and for rafters at
exterior walls.
[CBC § 2308.8.2 § 2308.10.6]
5. Roof Blocking. Provide 2" full depth solid
blocking at ridge line and at exterior walls on
trussed roofs.
ICBC §2326. 12.8]
6. Double Joists. Bearing partitions parallel to
joists shall be supported on beams, girders,
doubled joists, walls or other bearing
partitions. Bearing partitions perpendicular
to joists shall not be offset from supporting
girders, walls or partitions more than the
joist depth unless such joists are of sufficient
size to carry the additional load.
[CBC § 2308.8.4]
7. Rafter Purlin Braces. Purlin braces shall
be not less than 45 degrees to the
horizontal.
[CBC § 2308.10.5]
8. Rafter lies. Rafter ties must be spaced
not more than 4 feet on center where rafters
and ceiling joists are not parallel.
ICBC § 2308.10.4. 1]
9. Clearance. Provide 1/2" minimum
clearances between top plate of interior non-
bearing partitions and bottom chord of
trusses.
1 0. Top Plate. Provide double top plate w~h
minimum 48" lap splice.
ICBC § 2308.9.2.1]
11. Nailing. Nailing shall be in compliance with
CBC Table 2304.9. 1.
12. Fire Blocks.. Fire blocks must be provided
for walls at ceilings, floor levels and
concealed spaces at 10' o.c. max
horizontally.
[CBC § 717.2.2 through§ 717.2.7]
13.Studs. ln one and two story buildings, studs
for exterior walls and interior bearing walls
must be not less than 2"x4n at 16" o.c.
Studs 2" to 4" thick, 2" to 4" wide and not
more than 8 feet long must be nstud grade"
Douglas fir Larch or better when supporting
not more than one floor and a roof.
ICBC § 2308.9.1, Table 2308.9.1]
14. Laminated Wood. An AITC Certificate of
Confonnance for glued laminated wood
members must be given to the Building
Inspector prior to their installation.
ICBC § 2303.1.3]
Ill. GENERAL MATERIAL SPECIFICATIONS.
1. Mortar Mix. Mortar for use in masonry
construction shall conform to ASTMC 270
and CBC Tables 2103.8 (1) & (2).
2. Grout Mix. Shall conform to CBC Table
2103.12.
3. Masonry. The masonry units must comply
with ASTM Standards.
ICBC § 2103]
4. Structural Steel. Steel used as structural
shapes such as wide flange sections,
channels, plates and angles must comply
with ASTM Spec. A-36. Pipe columns
must comply With ASTM Spec. A-53.
ICBC Standard 22-1]
IV. ROOFING AND WEATHERPROOFING.
1. Weather Protection. Exterior walls shall
provide weather protection for the building.
The materials of the minimum nominal
thickness specified in Table 1405.2 shall be
acceptable as approved weather coverings.
ICBC § 1405.2]
2. Flashing Around Openings. Flashing
shall be installed in such a manner so as to
prevent moisture from entering the wall or to
redirect it to the exterior.
ICBC § 1405.3]
3_ Roof Covering. Mineral-surfaced, built-up
roofing must not be installed on roof having
a pitch greater than 3 inches to 12 inches.
The following are minimum pitches:
composition shingles: minimum 2 inches to
12 inches; wood shingles: minimum 3 inches
to 12 inches; woqd shakes: minimum 4
inches to 12 inches; roofing tile: minimum
2% inches to 12 inches; day or concrete
roofing tile: minimum 4 inches to 12 inches.
Wood shingles and wood shakes must be
pressure-impregnated with chemicals to
obtain a Class C rating.
[Per CBC Chapter 15]
4. Weep Screed. A minimum 0.019-inch
(0.48mm) (No. galvanized sheet gage),
corrosion-resistant weep screed with a
minimum vertical attachment flange of 3-1/2
-n-t~ D\5CHAK6iE. e>F Ft't-LIJTI'If\lTS IZlANY S'TC>R.l-1\ btRAlNI'l-aiE SYSTEM I:S PRoi+IJ31TEl>.
!'{D S6UJ::>. WAST£ 1 PETF0t..E.UM BYF'{CoPUGTS_, SCll L-PAR."T!CUI..ATE, cAN5TRUc.TI cJN WAS-rz.;:: J11ATERIAL:s,oR
WASTE: WATeR, GtBNSR.ATEbON CONSTRWC.Ti CJN SITE'S -"'R BY CCJNSTRUCTfON ACTIVITieS 51-/AL.L BE PLAceD.,
CONVEYED OR t>tSC.t-/AFqeD INTO 11-\e "OTREE'T; qUTTER -"'R STc:>R/VI DR-AIN ~'!"5TE/V'\.
R-ecycling. Note on the-plans that a mi~i;,:;~m cl50°fo of construction waste is to
be recycled. CGC 4.408.1.
Recycling. Note on the plans that the contractor shall submit a Construction
Waste Management Plan to the jurisdiction agency that regulates waste
management, per CGC 4.408.2.
Operation and maintenance manuaL Note on the plans that the builder is to
provide an operation manual (containing information for maintaining appliances,
etc.) for the owner at the time of final inspection. CGC 4.41 0.1.
Pollutant control. Note on the p[ans that during construction, ends of duct
openings are to be sealed, and mechanical equipment is to be covered. CGC
4.504.1.
Pollutant control. Noie on the plans that VOC's must comply with the
limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and
4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood
Products. CGC 4.504.2.
Interior moisture control. Note on the plans that the moisture content of wood
shall not exceed 19% before it is enclosed in construction. The moisture content
needs to be certified by one of 3 methods specified in Section 4.505.3. Building
materials with visible signs of water damage should not be used in construction.
The· moisture content must be determined by the contractor by one of the
methods listed in CGC 4.505.3.
Indoor air quality. Note on the plans that bathroom fans shall be Energy Star
rated, vented directly to the outside and controlled by a humidistat. CGC
4.506.1.
Note on the plans that prior to final inspection the licensed contractor, architect
or engineer in responsible charge of the overall construction must provide to the
building department official written verification that all applicable provisions ,
from the Green Building Standards _Code have been implemented as part of the
construction. CGC 102.3.
Residential energy lighting requirements: ES 150.0(k)
• In the kitchen, at least one-half of the wattage rating of the fixtures must be
high efficacy.
• In bathrooms. at least one fixture shall be high efficacy and all remaining
fixtures shall be high efficacy or be controlled by a vacancy sensor.
• Lighting installed in garages. laundry rooms. and utility rooms shall be high
efficacy and be control!ed by vacancy sensors.
• High efficacy fixtures are required for all other rooms (not described above) or
low efficacy fixtures are allowed if controlled by a dimmer or a vacancy
sensor.
• Outdoor lighting fixtures that are attached to a building are required to be high
efficacy or be controlied by a combination photo-control/ motion sensor.
Residential ventilation requirements:
•
•
•
Kitchens require exhaust fans with a minimum 100 cfm dueled to the exterior .
Detail compliance by including a complying exhaust fan or a ducted range
hood to the exterior.
Bathrooms require exhaust fans {minimum 50 cfm) to be dueled to the
exterior. A bathroom is defined "as a room with a bathtub, shower, or spa or
some similar source of moisture".
Residential bathroom exhaust fans shal! be energy star rated and shal! be
control by a humidistat capable of an adjustment between 50 and 80%
humidity. CaiGreen 4.506.1. Exception: Control by a humidistat is not
required if the bathroom exhaust fan is also the dwelling whole house
ventilation.
inches (89 mm) shall be provided at or
below the foundation plate line on exterior
stud walls in accordance with ASTM C 926.
The weep screed shall be placed a minimum
of 4 inches (102 mm) above the earth or 2
inches (51 mm) above paved areas and be
of a type that will allow trapped water to
drain to the exterior of the building. The
water-resistive barrfer shaH lap the
attachment flange. The exterior lath shall
cover and terminate on the attachment
flange of the weep screed.
{CBC § 2512. 1.2]
5. Basement Walls. Basement foundation
walls below grade must be damp-proofed on
the outside.
ICBC § 807]
V. GENERAL
1. Attic Access. Attic areas over 30" high
must be accessible by an opening not less
than 22" x 30". With a furnace in the attic,
the opening must not be less than 30'' x 30".
ICMC § 904.11.1]
2. Shower Enclosures. Shower walls must
be finished to a height of 70" above the
drain inlet with a smooth, hard, non-
absorbent surface.
{CBC § 1115B.2.1]
3. Electric Meter Enclosure. Contact San
Diego Gas & Electric Company, Customer
Extension Planning Department, for meter .
location. All wiring must comply with the
2005CEC.
4. Smoke Detectors. In new construction,
smoke detectors must receive their primary
power from the building wiring when such
wiring is served from a commercial source.
Smoke detectors may be battel)'-operated
when installed in existing buildings, buildings
without commercial power, or buildings
which undergo alterations, repairs or
additions regulated by 2007 CBC. In
dwelling units, a detector shall be installed in
eaCh sleeping room and centrally located in
the corridor or area giving access to each
separate sleeping area, in each story and in
the basement. Where the ceiling height of.
a room open to the hallway serving the
bedrooms exceeds that of the hallway by
24" or more, smoke d8tectors shall be
installed in the hallway and the adjacent
room. Detectors shall sound an alarm
audible in all sleeping rooms.
[CBC § 907.2.10.2 & CBC § 907.2.10.5.1]
BDS DOES NOT TAKE ANY RESPONSIBiliTY FOR THE
COIISTRUCTION, OR CONTROL OF THE JOB. BUS'S
RESPONSIBILITY IS SOLELY liMITED TO THE DRAWINI OF
THESE PLANS TO COMPLY WITH All STATE, COUNTY, AID
CITY BUILDINI CODES FOR IRE APPROVAL OF THE
BIILDING OFFICALS TO ISSUE A BUILDING PERMIT. ANY
CUNIES TO THESE PlANS WITHOUT THE APPROVAL OF
BDS Will USOLIE BUS FROM ANY RESPONSIBILITY FOR
THESE PLANS.
IMPORTANT NOTES:
1. DO NOT SCALE BLUE PRINTS FOR ACCURACY.
2. CONTRA TORS BIDDING WORK ARE R_ESPONSIBLE FOR REVIEWING
ALL THE DRAWINGS AND BEING KNOWLEDGABLE OF NOT ONLY
THEIR SCOPE OF WORK, BUT ALSO, CONDITIONS OF AJACENT WORK.
CONTRA TORS SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES,
NO WORK SHALL BE DONE UNTIL DISCREPANCIES ARE CORRECTED.
3. NO CHANGES OR ADDITIONS SHALL BE MADED ON THESE PlANS
WITH OUT THE PERMISSION OF BDS. ·
4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL SAFETY
MEASURES AND REQULATIONS.
5. UNLESS NOTED OTHERWISE, ALL LIGHT AND PLUMBING FIXTURES,
FLOORING, AND DOOR HARDWARE SHALL BE AS SELECTED BY THE
OWNER AND INSTALLED BY THE CONTRA TOR PER ALLOWANCES AS
AGREED.
6. ALL DIMENSIONS, SIZE DESIGNATIONS GIVEN ARE SUBJECT TO
VERIFICATIONS ON THE JOB SITE AND ADJUSTMENT TO FIT JOB
CONDITIONS.
7. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE APPROVED
SET OF DRAWINGS AND REFER ONLY TO APPROVED SETS OF
DRAWINGS DURING THE CONSTRUCTION OF THIS PROJECT.
8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF THE EXISTING
STRUCTURE, ELEVATIONS AND SITE CONDITIONS AFFECTED BY PROPOSED WORK,
VERIFY ALL PLAN DIMENSIONS OF "NEW' ADDEO OR REMODELED AREA PRIOR TO
STARTING WORK. THE CONTRACTOR SHALL NOTIFY B.O.S IMMEDIATELY OF ALL
DISCREPANCIES.
9. ALL VERIFICATIONS OF NEW AND EXISTING DIMENSIONS ARE TO BE OONE PRIOR
TO THE START OF WORK.
10. ALL CHANGES ARE TO BE APPROVED BY B.D.S BEFORE CHANGES ARE MADE IN
THE FIELD.
11. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE
GENERAL NOTES.
12. CONTRACTOR SHALL VERIFY AND DETERMINE LOCATION OF ALL EXISTING
UTILITIES AND SHALL NOT PERFORM ANY WORK THAT WILL DAMAGE EXISTING
UTILITIES.
13. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDRALAND LOCAL SAFETY
REQUIREMENTS.
14. METAL CONNECTORS, STRAPS, HANGERS, HOLDOWNS, ARE TO BE SIMPSON
"STRONG TIE" OR APPROVED EQUAL.
15. THESE PLANS 00 NOT PROVIDE COMPLETE FLASHING AND WATERPROOFING DETAILS
B.D.S. DOES NOT REPRESENT THEMSELVES TO BE EXPERTS IN THE FIELD OF
WATERPROOFING IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR
, ANO/OR SUBCONTRACTOR TO PROVIDE H-iE NECESSARY STANDARD OF CARE IN
WORKMANSHIP AND MATERIALS TO COMPLETE THE ROOF IN A WATERTIGHT CONDITION
ROOF.
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FOUNDATION PLAN ' .
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FOUNDATION NOTES:
1. HOLD DOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION.
2. ANCHOR BOLTS SHALL BE 5/8" X 10", 7" MIN. INTO FOOTINGW/3" X3" X0.229
WASHERS AT 4' O.C. AND 12" MIN. FROM CORNERS.
3. POWDER DRIVEN PINS SHALL NOT BE USED IN PLACE OF ANCHOR BOLTS.
4. FASTENERS IN PRESERVATIVE-TREATED OR FIRE-RETARDANT WOOD SHALL BE OF HOT-
DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.
THE COATING WEIGHTS FOR ZINC-COATED FASTENEt;:S SHALL BE IN ACCORDANCE WITH
ASTM A 15J. EXCEPTION: FASTENERS OTHER THAN NAILS, TIMBER RIVETS, WOOD SCREWS
AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC COATED
STEEL WITH COATING WEIGHTS IN ACCORDANCE ASTM B 695, CLASS 55 MINIMUM.
[CBC 2304.9.5]
Projects which disturb -lessthan one acre of soil shall manage storm
water drainage during construction by one of the following: A. Retention
basins. B. Where storm water is conveyed to a public drainage system,
water shall be filtered by use of a barrier system, waWe or other approved
method. CGC 4.106.2.
. .,
---···
Submittal decuments for deferred submittal items shall be
submitted to the registered design professional in responsible
charge, who shall review them and forward them to the building
official with a notation indicating that the deferred submittal documents
have been reviewed and that they have been found to be in general
conformance with the design of the building. The deferred submittal items
shall NOT be installed until their design and submittal documents
have been approved by ttJ.e .~uildin~ official."
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THIS INSTALLATION IS FOR TYPICAL CONDITIONS, THE GENERAL
CONTRA TOR IS RESPONSIBLE FOR THE ACTUAL CONDITIONS.
NOTE:
1) Shut off value, use flexible pipe connection to water
heater.
2) Brace the water heater to the wall With 1 W' galvanized 16
gauge metal strap, anchor to water heater with (1) ]!,'' long
galvanized sheet metal screw, anchor to wall framing with
1" long galvanized sheet metal screw.
3) Provide 2x4 backup board between heater and wall
4) Relief line to exterior from P. &T. valve. Terminate line at
6" from finish floor at the exterior of the building with a
90® elbow.
5) Type 'B' flue vent thru roofto roof cap.
6) Weathertight sheet metal flashi~g and roof cap.
7) Provide 18" high raised platform it located in a
garage. Verify combustion air if located in an
enclosure.
FIXTURE FLOW RATES
-·· --.. • .
FIXTURE TYPE 1 MAXIMUM FLOW RATE
Water closets 1.28 gallons/flush
Urinals 0.5 gallon/flush
Showerheads .' 2 gpm@ 80 psi
Lavatory faucets 1.5 gpm @ 60 psi 1
Kitchen faucets 1.8 gpm@ 60 psi
Metering faucets 0.25 gallons per cycle
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Water conserving-fiXtures: New water closets shall use now more
-;-....o::'::--~ than 1.28 gallons of water per flush, kitchen faucets may not exceed
1.8 GPM, lavatories are limited to 1.5 GPM, and showerheads may not
exceed 2.0 GPM of flow. CPC Section 403 and 408.
All hot water piping sized %" or larger is required to be insulated as follows: 1"
pipeisize or less: 1" thick insulation: larger pipe sizes require 1112" thick insulation.
Note: In addition, the 112" size hot water pipe to the kitchen sink is required to be
insl11ated. ES _150_.0Ul~ _ _ _ ..
1. ABS PLASTIC PIPE APPROVED FOR DOMESTIC DWV.
2. COPPER PIPE REQUIRED FOR WATER SUPPLY INSIDE BUILDINGS.
3. 10-FOOT·COPPER WAIER PIPE OUTSIDE BUILDING REQUIRED FOR ELECTRICAL
SERVICE GROUND.
4. GAS LINES NOT PERMmED UNDER SLABS. GAS LINES MAY BE INSTALLED IN RECESSED
~NO VENTED CHANNELS AND PIPE SlEEVES TO THE OUTSIDE.
.... ..--5-~ , GAS LOG LIGHTERS IN FIREPlACES NOT PERMITTED IN BEDROOMS
-6. · KITCHEN CLEANOUT SHALL EXTEND TO THE OUTSIDE.
7. PERMANENT SIGNS 24 X 18 INCHES BE INSTALLED IN GARAGES WHERE BACKWATERS
VALVES ARE INSTALLED.
8. lAUNDRY TUB FAUCETS WITH THREADS SHALL HAVE ANT!SIPHON DEVICES INSTALLED.
9. OPENINGS IN WALLS AND ROOFS FOR PIPES SHALL BE CLOSED AND PROTECTED WITH
APPROVED METAL COLLARS TO PREVENT RODENT ACCESS.
10. DRIP PANS REQUIRED UNDER WATER HEATERS INSTALLED INSIDE BUilDINGS.
11. EXPOSE SEWER LATERAL FOR INSPECTION OF THE DEPTH PRIOR TO CALLING
UNDERGROUND PLUMBING OR FOUNDATION INSPECTION.
ELECTRICAL NOTES REIDENTIAL:
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170,00
1. GFI RECEPTACLES REQUIRED
A. BATHROOMS
B. ATTACHED GARAGES AND DETACHED GARAGES WITH POWER
C. OUTDOORS
D. ACCESSIBlE CRAWL SPACES
E. UNFINISHED BASEMENTS
F. RECEPTACLES SERVING KITCHEN COUNTER TOPS
G. WET BAR SINKS
2. A 40 AMP BRANCH CIRCUIT REQUIRED FOR ELECTRIC RANGES WITH RATING OF 8,750 WATTS.
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3. A MAXIMUM OF TWELVE (12) RECEPTACLES ON CIRCUITS SUPPLYING CORD AND PLUG CONNECTED
LOADS.
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4. BRANCH CIRCUITS REQUITS FOR THE PURPOSE OF LIGHTING, CENTRAL ALARM, SIGNAL
COMMUNICATIONS, OR OTHER NEEDS FOR PUBLIC OR COMMON AREAS OF A TWO-FAMILY OR
MULTIFAMILY DWELLING SHALL NOT BE SUPPLIED FORM EQUIPMENT THAT SUPPUES AN
INDIVIDUAL DWELLING UNIT.
5. REFIGERATION EQUIPMENT AND GARBAGE DISPOSAL SHALL BE ON SEPARATE
CIRCUITS. KITCHEN OUTIETS SHALL HAVE A BLANCED LOAD.
6. IN THE KITCHEN, ONE OUTLET REQUIRED FOR EVERY 12t~INCH COUNTER SPACE OR WIDER.
7. ISLAND COUNTER SPACES REQUIRE 1 OUTLET
8. OUTLETS MAXIMUM 18-INCHES ABOVE COUNTER TOP.
9. OUTLETS SHALL NOT BE LOCATED FACE-UP IN COUNTER TOPS.
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Fire Sprinklers will be installed with accordance to NFPA-130.
ELECTRICAL NOTES:
1. ALL WIRING SHALLCOMPLYWITH THE LATESTCEC.
2. ALL OUTLETS LOCATED ON THE EXTERIOR OF THE BUILDING SHALL BE
WEATHERPROOF AND GFCI PROTECTED.
3. ALL CONVENIENCE OUTLETS IN BATHROOMS AND WITHIN 6' OF THE
KITCHEN SINK SHALL BE GFCI PROTECTED.
4. PROVIDE 100 AMPS SERVICE SHALL BE INSTALLED IN WEATHERPROOF
BOXES.
5. ELECTRICAL SERVICE SHALL BE GROUNDED WITH UFER GROUND W
DIA. X 20' REINFORCEMENT BAR AT PANEL.
6. ELETRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH CEC.
7. LIGHT FIXTURES INSTALLED IN CLOTHES SHALL COMPb Y WITH CEC.
B. PROVIE Fl-UORESCENT LIGHTING IN KITCHEN AND BATHROOMS.
9. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS AND
IN ALL HALLWAYS THAT LEAD TO THE BEDROOMS.
10. BATHROOM CIRCUITING SHALL BE EITHER:
a.) A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM. OR
b.) AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM
RECEPTACLE OUTLETS
11. ALL 125-VOLT SINGLE PHASE, 15AND 20 AMP RECEPTACEL OUTLETS
INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT-
CIRCUIT-INTERRUPTER. (AFCI)
12. ALL BEDROOMS, LIVING ROOMS, AND BATHROOMS SHALL HAVE HIGH
.EFFICACY, MANUAL-ON ACCUPANCY SENSOR OR DIMMER.
GLAZ---WG NOTES:
1. INSTALL SAFETY GLAZING IN HAZADOUS LOCATIONS SUCH AS GLASS
DOORS, GLAZING ADJACENT TO DOORS AND GLAZING ADJACENT TO
WALKING SURFACES.
2. GLAZING IN SHOWERS AND TUB ENCLOSURES SHALL BE TEMPERED
LAMINIATED OR APPROVED PLASTIC INCLUDING WINDOWS WITHIN 5 FEET
OF TUB OR SHOWER FLOOR.
3. ALL WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLEAREA OF 5.7
S.F. THE MINIMUM NET OPENABLE HEIGHT DIMENSION SHALL BE 24", THE
NET CLEAR WIDTH DIMENSION SHALL BE 20". BOTIOM OF THE CLEAR OPENING
SHALL NOT BE GREATER THAN 44" ABOVE THE FLOOR.
4. ALL NEW GLAZING SHALL BE DUAL GLAZING.
BY
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