HomeMy WebLinkAboutB17-0472 029-240-019i
GENERAL NOTE5 PERMANENT INTERIOR LUMINARIE5 6LUE-LAMINATED BEAM5 FROJEC-7 5 OHME7 �
I. All work on this project shall conform to the 2016 editions of the GRG, GBG, GFG, CPG, CMG, General. I. Materials, manufacture, and duality control of glued -laminated beams shall be in accordance with ALTERATION TO AN EXISTING RESIDENCE. REMODEN (E) BATHROOM 5HT. # CONTENTS
CEG, Green Building Code and 2016 California Energy Code and any other applicable county I. High efficiency luminary fixtures must not contain a medium based screw type incandescent AN51/AITG AICIO.I. Fabrication shall be in an approved fabricators shop. INTO TWO BATHROOM5, REV15E EXI5TIN6 SUNROOM INTO A 50REENED
and/or city codes and ordinances. socket. 2. Laminating combinations shall meet the requirements of AN5_VAITGAI1O.I, and shall meet the PATIO, REMOVE EXISTING WALL5 TO OPEN UP LIVING AREA.
2. Written dimensions are to be used, do rot scale drawings. 2. A manual -on occupant sensor must not have an always on feature. reduirements of or exceeding the values noted in table,I SITE PLAN and NOTES
�alifornia Building Godo for the 2 DETAIL FLOOR ROOF and ELECTRICAL PLANS
3. Specific Information on the drawing differing from these notes shall apply. 3. All sensors (indoor and outdoor) are to let the luminaries they control run for no longer than 30 appropriate combination noted on the plans. Unless other ise noted, beams used for this GODEANALN�515
3 A5-BUILT/DEMO PLAN and ELEVATION
4. The contractor shall verify site conditions and their correlations with the drawings. minutes. project shall be 24F -V4, OF/DF. jj N GREEN BUILDING CODE, NOTES
5. In the event certain features of the construction are not fully shown on the drawings or called 4. All recessed luminaries in ceilings must be approved for zero -clearance insulation cover, 3. blued -Laminated members shall bear a duality mark and a conformance with ANSI/AITG AICIO.I. CODE 2016 - ORO, GPO, CEG, CMG, GFG, GREEN
for in the notes, then their construction shall be of the same character as for similar conditions electronic ballast, and air -tight. This certificate of conformation shall be submitted to the field inspector prior to completion of BUILDING CODE AND 2016 ENERGY CODE
that are shown or called for and shall be approved by the architect. the farming inspection.
6. The drawings represent the finished structure. Unless otherwise indicated, they do not Indicate Laundry Rooms, Utility Rooms and Garages: 4. Glue -Laminated members used exterior applications and not protected from moisture shall be OCCUPANCY R -3N
the method of construction. I. A11 permanent interior luminaries must be high efficiency and controlled by a manual -on occupant Alaska Yellow Cedar. Combinations: 20F -V12 AG/AG, FB=2,000 psi, MOE = 1,500,000psi, fc
1. Bedroom window finished sill height to be 44" maximum at egress windows. sensor. (perp) = 560 poi.
8. All exhaust fans to be vented to outside. U5E RE5IDENCE/FRIVATE GARAGE
1. Dimensions noted "clear" or "cir" are minimum reduired dimensions and must be accurately Bathrooms:
maintained. 1. A minimum of I high efficiency luminaire shall be installed in each bathroom, and all other lighting CON5T. V -B, NON-5PRINKLERED
10. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise installed in each bathroom shall be high efficiency or controlled by an occupancy sensor.
noted. Kitchens: 51NOLE STORY
I. Kitchens must have of least fifty percent of the installed wattage as high efficiency luminaries. r" "------ ----- -------- - ------ ---
ENERGY NOTES 2. High efficiency luminaries must be switched separately from low efficiency luminaries. I
I. All shall be weather stripped. LOT
3. Wattage for incandescent luminaries is determined by the maximum rating of the fixture. t 111 1
I2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. All Other Rooms:
3. Exhaust fans and fan systems to have backdraft damper control. 1. All permanent interior luminaries must be high efficiency, or controlled by a manual -on occupant j .52 AG
4. Shower heads and faucets shall be certified by the C.E.G. sensor, or controlled by a dimmer. I
5. Exterior windows, and doors with glazing, shall have permanent NFRG levels attached, U -values I
of doors or windows shall meet Title 24 calculations. Outdoor:
6. Title 24 Installation Certification form GF -6R shall be posted prior to issuance of Certificate of I. All permanent outdoor luminaries attached to the building must be high efficiency or controlled
Occupancy. by a motion sensor and photocell.
1. Ducts to be constructed per G.M.G. Insulate all ducts in unconditioned space with R-6.0 minimum I
insulation. HEATING. COOLING AIR CONDITIONING 1
b. Water heating eduipment is existing. 1
q. Mechanical equipment is existing. 1. The heat loss and heat gain of the air conditioned portion of the building shall be determined by I
10. All windows to be IowE2 dual glazed with vinyl frames. a licensed heatingand air conditioningcontractor or en ineer. Such person shall assume all 1 I
IL Lamps used in luminaries for general Iiehtingin kitchens and bathrooms shall have on efficiency responsibility for dequately heating nd cooling the building. p 1 i
of not less than 40 lumens per watt (usually fluorescent or LED). 2. The systems shall be properly balanced by the Mechanical contractor.
3. It shall be the responsibility of the Mechanical contractor to verify in the field that registers,
GLAZING 4 WINDOW NOTES ducts, etc. are not located so as to cause subsequent damages to structural members in the 1
framing.
1
1. Doors, windows, and shower doors within hazardous areas to be impact resistant glass. 4. The Mechanical Contractor to revise the existing duct system as reduired for the new wall I ;�
2. All glass less than 18 above adjacent walkin surfaces or within 24 radius of door jambs in layout. All new duct work to be R-6. t I
J 9 J t � 1
closed position shall be fully tempered. 5. All exhaust fans to have backdraft damper and a minimum of 50 cfm on intermittent system. 1
3. All window frames to be set in full bed of mastic. Lap building wrap over window flange except Vent to outside air. I
at sill. I
1
DOOR AND HARDWARE NOTES PLUMBING I i
I. All interior door hardware to be as selected b owner. Interior hardware finish to be as 1. The drawings are schematic and indicate the systems and ccpI ment to be used. Plumbing
I
selected by owner. Key all exterior doors alike contractor shall verify clearances, shall lay out and coordinate the plumbing work with thwork 133' -II
2. Privacy locks to be provided at Master bedroom and all bathroom doors. of other trades, and shall confirm the location of and install sleeves and hangers so that work
3. Provide 1 1/2 pair butts per door. of other contractors is not delayed.
4. Each door to be provided w/ door stop. 2. All fixtures shall be supplied with hot and/or cold water, waste and vent piping as required. 1
Waste and soil lines shall comprise a complete sanitary system from each fixture to, and 1
DRYWALL connected with the waste system. I
3. All waste lines shall have a continuous fall of 1/4" per foot inside the building.
1. All gypsum board seams to be taped. Texture walls and ceilings to match existing finish or with 4. Gleanovts shall be placed to service waste system in accordance with applicable codes and t
light knockdown finish typical U.N.O. best plumbing practices. I
2. Install mold resistant board at all wet areas.
3. Install metal edge at all exposed exterior corners. DE516N LOADS
4. Gut all openings for outlets, switches etc., score $ knock -out method will not be used.
5. Gypsum board to be painted with primer coat prior to texturing. 5el5mic Site Glass "D" I
6. Fasteners shall conform with GBG table 102.3.5 and shall be applied in such a manner as not to Wind 110 mph exposure "G" AREA TO BE
fracture the face paper with the fastener head. Fasteners shall be spaced a minimum of 3/5 Floor live load 40p5f t REMODELED t
inch from edges and ends. Roof live load 20 psf o I SHOWN HATCHED t
1. All edges and ends shall occur on the framing members, except those edges and ends which
are perpendicular to the framing members. CONCRETE NOTE5 t10'-0"
FLASHING I. Concrete shall have a minimum compressive strength at 28 days and a maximum slump of:
Strength... 2500 psi 51ump... 4" 1
I. All flashing shall be 26 ga. goly. Iron unless otherwise noted. Prime $ paint to match adjacent 2. Gonstruction joints shall be prepared to expose clean, solidly embedded aggregate over the 1
construction. entire joint interface. ( (E) CARACE
2. Flash and counter -flash at all roof/wall connections. 3. Placement of pipes, conduits, or other embedded items In the concrete shall be in accordance I
with these drawings. 1
FIRE STOP NOTE5 4. Contraction joints in slabs, shall be so placed that the maximum dimension and area of any
section do not exceed 30 feet and 600 sduare feet, respectively.
1. Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and 5. Structural steel shapes, tubes and pipes embedded in concrete shall have a minimum of 3"
horizontal) and shall form a barrier between a top story and roof space, and in the following concrete cover. 1 �� 3 BAR
specific locations: 6. Bottoms of all footings shall rest on firm, undisturbed soil I EENC
A) In exterior or interior stud walls, at ceilings. 1. A concrete mix design is provided which addresses bleeding, shrinkage and curling. RESIDI
B) In all stud walls and partitions, including furred spaces, so placed that the maximum j t
dimension and any concealed space is not over 10 feet. REINFORCING STEEL t
G) Any other locations not specifically mentioned above such as holes for pipes, shafting, I. Reinforcin steel at foundation footings to conform to A5TM A615 and be intermediate rade
behind furringstrips and similar laces which could afford a ossa e for flames, g e g 1 I
p p p g deformed bars- type N, grade 40. Reinforcing steel at retaining walls to conform to A5TM I APPROX. LOCATION 1
2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved
material as prescribed by the State Fire Marshall A615, including supplement. All bars shall be new stock deformed bars, grade 40 for #4 bars OF (E) GONG.
and smaller, and grade 60 for #5 and larger bars, typical unless otherwise noted. Bars to be DRIVEWAY
ELECTRICAL NOTES welded shall conform to ASTM 106.
2. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. i
I. A ground fault circuit Interrupter (GFGI) is required for all 120 volt receptacles installed in 5. Bends in reinforcement shall be in accordance with AGI 318-05. I (E) GONG. WALK
4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear I I
bathrooms, garages, accessory buildings, outdoors in unfinished basem enis vnde r -floor areas coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is
laundry, utility and kitchen countertops and within 6 of a bar sink.
placed directly against earth, and 2 where concrete is exposed to earth but is against forms.
2. Electrical contractor to verify all fixture and device locations with Owner. I
Slabs on grade shall have reinforcing at mid -depth unless otherwise noted.
3. Smoke detectors shall be provided in compliance with local-l�"din�g-code as shown on drawings, 1 - I
�,5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete o
direct wire w/ battery backup. /��- ��L �' construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered 1 p
4. In the kitchen, dining room, or similar area of a dwelling unit, the two or more 20 -ampere small Vertical bars shall be one "' piece full height. I '?
appliarce branch circuits required shall serve all receptacle outlets and receptacle outlets for 5'-0 minimum. I
refrigeration equipment. Counter top receptacles shall be provided with a min. of two small
ROJC44 CARPENTRY i
I
appliarce branch circuits. t
5. Provide arc fault interrupter breaker at the main panel for all bedroom circuit outlets. I. In addition to framing operations normal to the fabrication and erection indicated on the
6. Arc -fault circuit -interrupter protection to all 120 volt, single phase, 15 and 20 ampere branch DroWn s Install wood blockingand backing required for the work of other trades. t I
circuits supplying outlets installed in dwelling units shall be protected by a listed arc -fault circuit e ' g q 1 1
interrupter, combination type installed to provide protection of the branch circuit. ?Includes 2. Structural framing shall be Douglas Fir of the grades Indicated or better (WWPA eroding rules): 1
lights, receptacles and smoke detectors. 2x joists and rafters N0.2
9 p Posts and beams NO.1 1150.00'
1. Tamper-resistant receptacles: All 125 volt, single phase, 15 and 20 ampere receptacles shall Studs NO. 2
be listed tamper resistant receptacles. 5iiis and plates NO. 2 HF
5. Bathroom receptacle outlets shall be supplied by at least one 20 -ampere branch circuit. Such Sills on concrete PTHF
circuits shall have no other outlets. Misc. framing not noted NO. 2 (E) 51DEWALK
q. Fixtures, lamp holders and receptacle outlets shall be securely supported. A fixture that weighs 3 Wood sills bearing on concrete shall be attached as noted on the Foundation Plan, anchors shall
more than 6 pounds or exceeds 16" in any direction shall not be supported by the screw shell be within 12" of the end of each piece, and 12" cc. max. Each sill shall receive at least two (2)
of the lamp holder. Outlet boxes shall not be used as the sole support for ceiling anchors. This information will govern unless more stringent criteria is indicated on the plans. (E) GRAVEL PERMIT#
(paddle) fans. 4. Bolt holes in wood or steel shall be 1/16" larger than bolts. BUTTE COUNTY DEVELOPMENT SERVICES
10. Receptacles installed in wet or damp locations must be listed weather -resistant type. 5. All nuts shall be ti htened when laced and re -ti htened prior to application of finish or at REVIEWED FOR
9 P 9 P Pp
completion of job. CODE CONAP!..IA.NCE
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(a. Fromine hardware shall be Simpson STRONG -TIE or approved equal, with connectors as �� DATE _ _BY
specified in the catalog NOL -2016.
1. Wall top -plates shall have joints at a stud center line. EDGE OF PAVEMENT
HNNr.
NORTHRIGH ALE
-
131 I TE PLAN
.7-0472 ()2k)-'240-019 �
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SCALE: I" = 10'-0"
REVISIONS
DATE
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Job No.: 16-063
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ELECTRICAL 5YMBOL5
$ 51NOLE OUTLET RECEPTACLE
$ 1/2 HOT RECEPTACLE
FOURPLEX RECEPTACLE
$ GFI DUPLEX RECEPTACLE w/ GROUND FAULT INTERRUPT
EO 220V 220V DUPLEX RECEPTACLE
_ k U UNDERCOUNTER RECEPTACLE
FLOOR OUTLET
- OVERHEAD INCANDESCENT LIGHT U.O.N.
Q RECESSED INCANDESCENT LIGHT U.O.N.
WALL -MOUNT INCANDESCENT LIGHT U.O.N.
L-�F( -�- AN "F" BY THESE SYMBOLS DENOTES FLUOR FIXTURE
L
-�- - AN "L" BY THESE SYMBOLS DENOTES LED FIXTURE
FAN AND LIGHT
DIRECTIONAL SPOTLIGHT
DIRECTIONAL FLOOD LIGHT
4=4> EMERGENCY LIGHT
FLUORESCENT TUBE FIXTURE
45 SINGLE, THREE, FOUR 4 FIVE POLE SWITCHES
Q DIMMER 5WITGH
PU514BUTTON 5WITGH - GARAGE DOOR
I PUSHBUTTON 5WITGH - DOORBELL
Q TV GABLE TV JACK
d TELE TELEPHONE JACK
T/D TELEPHONE / DATA COMBO JACK
® GAT 6 DATA JACK
EVC. 220V ELECTRIC VEHICLE CHARGER
-+ GA5 GAS 5TUBOUT
Q THERM05TAT
® FIRE SPRINKLER
T EF EXHAUST FAN
0EF 51NOLE UNIT EXHAUST FAN 4 LIGHT
QQ IIOV IIOV SMOKE DETECTOR
® IIOV SMOKE DETECTOR w/ CARBON MONOXIDE SENSOR
r7u,"! CHIMES
220V FUSED 220V DISCONNECT
D15G.
O GD GARBAGE DISPOSAL
FRAtiM I NG LEGEND
7xxxxxxxxxx�1 STD. 2x4 WALL GON5T.
57D. 2xb WALL CON5T.
INSULATED WALL
CRIPPLE FRAME
ATOP PLATE
CONT. FRAME TO BOT.
OF 50155OR M55
E S/R #3
VERIFY (E) B/R HAS
A SMOKE DETECTOR,
INSTALL (N) IF NOT
EX15TING
1164<RELOCATE
_5V41TCH TO
ii (E) LIGHT
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ADD OUTLETS AS
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WALL LAYOUT----.-
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AS REQUIRED FOR
REVISED LAYOUT
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MONOXIDE DETECTOR,
INSTALL (N) IF NOT
EXISTING
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---------
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*""DIFY ROOF BRACE
STEM AS REQUIRED
R (N) FLUSH BM.
3 IV x 12" BM.
LU52b OR EQUAL
G.J.
REMOVE (E) WALL
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4 BEAM DETAIL
2
SCALE: i" _ II -011
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s NOT EXISTING
ELEGTRICA. PLAN
SCALE: 1/4" = I1_0
11
SEE PLAN
FRAM I NC DETAIL
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(E) GRAFT
ROOM
4x P05T
(E) FLOOR PLY
FLOOR FRAMING
2x BLOCKING
50LID FRAMING (4x4)
AN44
50ALE: 1" = 11-0n
Ali /-i il acAA/1\/C /1=11
(E) SLUMP STONE
CPl REMOVE
N, STONE ABOVE +18"
(N) (3) 2570. I (N) (3) 2570
cl a ci acc�i 1 1
Fill I cv"RFFN -
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(I) 6060 �7Ft,,p
A�THVINYL STAK
I I - (E) HDR.
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PATCH CEILING AT
REMOVED CEILING
(E) LAUNDRY BEAMS AS REQUIRED
(N) 50REENED PATIO
TILE
IL �(E) HDR.
Q,
(N) 6060�ti+)
VINYL STACK
(E) HDR.
SHOWER
il
(E) FAM I LY
ROOM
LAMINATE
F_7 7 ���' A\
RE -FRAME
1�+�
WALL RB -I, 3 I/8" X 12" RE -FRAME
GLB 24F -V4, FLUSH r WALL
—J 4 I I L—
�, . PATCH FLOOR AT 2
_ REMOVED WALL5, VERIFY I l i6po �3J
E KITCHEN c�Q' ��(� FLOOR FINISH, PATCH
_ LAMINATE +�'y ��� V� CEILING AS REQUIRED—� I � 'rD��<s �bo
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Q� E DINING I I �' C
CIO I � j�0�'�� LAMINATE ��,�G 2
2 0 110,
hU +48"
HALF -WALL (E) L I V I NO
- - -, ; OO I ROOM
L -=L.LAMINATE
E B/R #3
CARPET
(N) SEAT
(N) TILE
ROOF PLAN
56ALE: 1/8" = 1'-0"
511
14 .
(N) 2030
TEMP. 5H �(N) MIRROR
12'-3 1/2"
(N) 6040 5L
11 (N) SAFETY OLA55 ) P r'17 I lt. 1
o ii ENCLOSURE ATOP D 20 BATH
o z 6" DAM �
3'-3 1/211 TILE 4'-10 1/211
RE -FRAME
WALL O I N
(N) 5' ACRYLIC �i �
TUB/ SHOWER i o arc 18" (E) MSTR. B/R
FILL IN (E) ii O P (N) MIRROR BAR L °- _ LAMINATE
PKT DOOR (N) ROD I (N) M5 Q
u 3 -4 _I
CL05ET 1
N BATH-�--------+
0 2468P LAMINATE
TILE IN 5
(N) 18" 3'- " n t10 1/2"
TOWEL t2 -I 1/2
BAR
E HALL
INATE
E ENTRY
LAMINATE
NOTES:
I. NEW WALL5 5HOWN BOLD AND
SHADED: D
2. SEE A5 -BUILT PLAN ON SHEET 3
FOR EXISTING DOOR AND
WINDOW SIZES.
NOTIFY ARCHITECT IF FLOOR
FRAMING SYSTEM 15 DIFFERENT
E B/R #2
(E) WOOD
FLOOR PLAN
SCALE: 1/4" = 1'-0"
PERMIT #}i6 TE— O — —
NT SERVICES
UPTY
REVIEWED FOR
CODE Cpn/IPI 1MCE
(E) RE51DENGE: 2,423 S.F.
(E) GARAGE: 582 S.F.
(N) SCREENED PORCH: 278 S.F.
(WA5 (E) SUNROOM)
RE\/1510N5
O#D DATE
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(E) 4030
(E) 6030
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(E) 41j
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3810 FIXED (E)1610 5L OR
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AS REQUIRED
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REMOVE (E)
(3) 2510
WINDOWS _ _
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STONE TO BE SCREEN
REMOVED
REAR ELEVATION
SCALE: 1/4" = 1
REMOVE SLUMP
BLOCK ABOVE +18"
REMOVE (E)
(3) 2510
WINDOWS
(E) 6040 OH
REMOVE (E)
3330 OH
1 1
(E) 2051 5H (E) 3351 X (E) 3351 X (E) 53510 (E) 2051 5H
REMOVE (E)
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PERMIT # — -------
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
NOTES: BODE C(OIVIFILIAI`!'E
L WAILT�DEMOLLS TO BE REMOVED SHOWN AS—BU
LIGHT, DASHED AND SHADED: rm=SCALE: 1/4" = 1'-0" (E) RE51DENCE: 2,423 S.F.
(E) SUN ROOM: 218 S.F.
(E) GARAGE: 552 S.F.
REV1510N5
DATE
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VENTILATION RATE SUMMARY
WHOLE BUILDING
2,423 S.F. / 100 = 2423 S.F.
1.5 .5.F. x (3 B/R + 1) = 30 S.F.
24.23 + 30 = 5423 CFM REQUIRED
KITCHEN
HOOD OVER RANGE MUST BE > 100 CFM.
BATHROOM
BATHROOM EXHAUST FAN MUST BE > 50 CFM.
6ENERAL NOTES
I. KITCHENS AND BATHROOMS SHALL HAVE LOCAL EXHAUST FANS VENTED TO THE OUTSIDE.
2. VENTILATION AIR SHALL COME FROM THE OUT5IDE AND MAY NOT BE TRAN5FERED FROM ADJACENT
DWELLING UNITS, 6ARAGE5, OR CRAWL5PACE5.
3. VENTILATION INTAKES SHALL BE LOCATED AT A 10 FOOT MIN. AWAY FROM KNOWN CONTAMINATES.
4. VENTILATION SYSTEMS THAT SUPPLY AIR TO HABITABLE 5PAGE5 SHALL BE EQUIPPED WITH A
MERV-6 OR BETTER FILTER.
5. FANS USED FOR WHOLE HOUSE AND LOCAL VENTILATION SHALL BE RATED FOR SOUND AND AIRFLOW.
A. ALL CONTINUALLY OPERATED FANS SHALL BE RATED AT A MAX. OF 1.0 SONE.
B. INTERMITTENTLY OPERATED WHOLE -BUILDING VENTILATION FANS SHALL BE RATED AT A MAX.
OR I 5ONE.
G. INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT A MAX. OF 3.0 SONE.
D. REMOTELY LOCATED AIR -MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE SPACES) NEED
NOT MEET SOUND REQUIREMENTS IF THERE 15 AT LEAST 4 FEET OF DUCTWORK BETWEEN THE FAN
AND THE INTAKE GRILL.
6. VENTILATION SYSTEM CONTROLS SHALL BE LABELED AND THE HOME OWNER SHALL BE PROVIDED
WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM.
WHOLE HOUSE VENTILATION OPTIONS
WHOLE H005E VENTILATION REQUIREMENTS MAY BE MET BY THE FOLLOWING:
I. A CONTINUALLY OPERATED LOCAL EXHAUST FAN". MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM
WHOLE -HOUSE VENTILATION REQUIREMENTS.
2. A CONTINUALLY OPERATED LOCAL SUPPLY FAN. MULTIPLE FANS MAY BE USED TO MEET THE MINIMUM
WHOLE -HOUSE VENTILATION REQUIREMENTS.
3. BOTH EXHAUST AND SUPPLY FANS: EXHAUST AND 50PPLY FAN GFM MAY NOT BE ADDED TO ACHIEVE
MIN. CFM REQUIREMENTS.
4. THE VENTILATION REQUIREMENTS MAY BE INTEGRATED INTO THE CONDITIONING SYSTEM U51NO MODIFIED
CFM. RATES FOR INTERMITTENT OPERATION.
* A CONTINUALLY OPERATED BATHROOM EXHAUST FAN WILL MEET THE WHOLE
HOUSE VENTILATION REQUIREMENT FOR THIS PROJECT IF CFM 15 GREATER THAN 52.45.
BATHROOM EXHAU5T FAN5
MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE
FOLLOWING:
I. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING.
2. UNLE55 FUNCTIONING A5 A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE
CONTROLLED BY A HUM1015TAT WHICH SHALL BE READILY ACCESSIBLE.
HUM1015TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF
50 TO 60 PERCENT.
2016 GREEN GORE COMPLIANCE
RESIDENTIAL MANDATORY MEASURES
SECTION 301 - GENERAL
I.I. ADDITIONS AND ALTERATIONS: The mandatory provisions of Chapter 4 shall be applied
to additions or alterations of existing residential buildings where the addition or
alteration increases the building's conditioned area, volume, or size. The requirements
shall apply only to and/or within the specific area of the addition or alteration.
NOTE: On and after January I, 2014, residential buildings undergoing permitted alterations,
additions or improvements shall replace noncompliant plumbing fixtures with
water -conserving plumbing fixtures. Plumbing fixture replacement Is required prior to
Issuance of a certificate of final completion, certificate of occupancy or final permit
approval by the local building department.
3.2. WASTE DIVERSION: The requirements of Section 5.405 shall be required for additions
and alterations whenever a permit is required for work.
4.1. MINIMUM REHABILITATED LANDSCAPE AREA REQUIREMENT FOR EXISTIN6 51TE5: A
minimum rehabilitated landscape area equal to 15 percent of the footprint area of a new
building or of an addition to an existing building shall be provided and comply with Section
5.304.6
EXCEPTIONS:
I. The new building or addition to an existing building is less than 1,600 square feet In
floor area.
2. The entire existing site's irrigated landscape areas are in full compliance with Section
5.304.6
3. The new building or addition to an existing building is to be partially or entirely
constructed on an existing irrigated landscape or turf lawn area which is not in
compliance with the current MWELO requirements and is equal to or greater than the
minimum rehabilitated landscape area requirement of Section 301.4.1
SECTION 4.106 - 51TE DEVELOPMENT
I. GENERAL: Preservation and use of available natural resources shall be accomplished
through evaluation and careful planning to minimize negative effects on the site and
adjacent areas. Preservation of slopes, management of storm water drainage and
erosion controls shall comply with this section.
2. STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION: Projects which disturb
less than one acre of soil and are not part of a larger common plan of development
which in total disturbs one acre or more, shall manage storm water drainage during
construction. In order to manage storm water drainage during construction, one are, more
of the following measures shall be implemented to prevent flooding of adjacent property,
prevent erosion and retain soil runoff on the site:
I. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or
similar disposal method, water shall be filtered by use of a barrier system, wattle or
other method approved by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
3. GRADING AND PAVING: Construction plans shall indicate how the site grading or
drainage system will manage all surface water flows to keep water from entering
buildings.
EXCEPTION: Additions and alterations not altering the drainage path.
4. ELECTRIC, VEHICLE (LV) CHARGING FOR NEW CONSTRUCTION: New construction shall
comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV
chargers. Electric vehicle supply equipment (E\/5E) shall be installed in accordance with
the California Electrical Gode, Article 625.
4.1. NEW ONE- AND TWO-FAMILY DWELLIN65 AND TOWNHOUSES WITH ATTACHED PRIVATE
6ARA6E5: For each dwelling unit, install a listed raceway to accommodate a dedicated
208/240 -volt branch circuit. The raceway shall not be less than trade size I (nominal
I -inch inside diameter). The raceway shall originate at the main service or subpanel and
shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at
enclosed, Inaccessible or concealed areas and spaces. The service panel and/or
subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit
and spoce(5) reserved to permit installation of a branch circuit overcurrent protective
device.
4.1.1. IDENTIFICATION: The service panel or subpanel circuit directory shall identify the
overcurrent protective device 5pace(s) reserved for future EV charging as "EV
CAPABLE". The racewau termination location shall be permanently and visibly marked as
"EV CAPABLE".
SECTION 4.303 - INDOOR WATER USE
I.I. WATER CLOSETS: The effective flush volume of all water closets shall not exceed 1.28
gallons per flush. Tank -type water closets shall be certified to the performance criteria
of the U.S. EPA WaterSense Specification for Tank -type Toilets.
1.3. 5140WERHEADS
I. SINGLE 51401AERHEAD: 5howerheads shall have a maximum flow rate of not more than
2.0 gallons per minute at 80 psi. 5howerheads shall be certified to the performance
criteria of the U.S. EPA Water5ense Specification for 5howerhead5.
2. MULTIPLE 5HOWERHEADS SERVING ONE SHOWER: When a shower is served by mor
than one showerhead, the combined flow rate of all 5howerheads and/or other shower
outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi,
or the shower shall be designed to allow only one shower outlet to be in operation at
a time.
NOTE: A handheld shower shall be considered a showerhead.
1.4. FAUCETS
I. RE51DENTIAL LAVATORY FAUCETS: The maximum flow rate of residential lavatory
faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of
residential lavatory faucets shall not be less than 0.5 gallons per minute at 20 psi.
4. KITCHEN FAUCETS: The maximum flow rate of kitchen faucets shall not exceed I.8
gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above
the maximum rate, but not to exceed 2.2 gallons per minute at 60 psl, and must default
to a maximum flow rate of I.8 gallons per minute at 60 psi.
NOTE: Where complying faucets are unavailable, aerators or other means may be used
to achieve reduction.
SECTION 4.304 - OUTDOOR WATER USE
L OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS: After December I, 2015, new
residential developments with an aggregate landscape area equal to or greater than
500 square feet shall comply with one of the following options:
1. A local water efficient landscape ordinance or the current California Department of
Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is
more stringent; or
2. Projects with aggregate landscape areas less than 2,500 square feet may comply
with the MWELO's Appendix D Prescriptive Compliance Option.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) and supporting documents
are available at: http://www.water.ca.gov/wateruseefficiency/landscapeordinance/
2. A water budget calculator is available at:
http: //www.water.ca.gov/wateruseefficiency/landscapeordinance/
SECTION 4.406 - ENHANCED DURABILITY AND REDUCED MAINTENANCE
I. RODENT PROOFING: Annular spaces around pipes, electric cables, conduits or other
openings in sole/bottom plates at exterior walls shall be protected against the passage
of rodents by closing such openings with cement mortar, concrete masonry or a similar
method acceptable to the enforcing agency.
SECTION 4.408 - CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
L CONSTRUCTION WASTE MANAGEMENT: Recycle and/or salvage for reuse a minimum of 65
percent of the nonhazardous construction and demolition waste in accordance with either
Section 4.408.2, 4.405.3 or 4.408.4, or meet a more stringent local construction and
demolition waste management ordinance.
2. CONSTRUCTION WASTE MANAGEMENT PLAN: Submit a construction waste management plan
in conformance with Items I through 5. The construction waste management plan shall be
updated as necessary and shall be available during construction for examination by the
enforcing agency.
I. Identify the construction and demolition waste materials to be diverted from disposal
by recycling, reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site
(source -separated) or bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material will be
taken.
4. Identify construction methods employed to reduce the amount of construction and
demolition waste generated.
5. Specify that the amount of construction and demolition waste materials diverted shall
be calculated by weight or volume, but not by both.
SECTION 4,4045 - CONSTRUCTION WASTE REDUCTION DISPOSAL AND RECYCLING (GONTJ
3. WASTE MANA6EMENT COMPANY: Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of
construction and demolition waste material diverted from the landfill complies with Section
4.408.1
NOTE: The owner or contractor may make the determination if the construction and
demolition waste materials will be diverted by a waste management company.
4. WASTE STREAM REDUCTION ALTERNATIVE [LRI: Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed
3.4 pounds per square foot of the building area shall meet the minimum 65 percent
construction waste reduction requirement in Section 4.405.1
4.1. WASTE STREAM REDUCTION ALTERNATIVE: Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed
2 pounds per square foot of the building area, shall meet the minimum 65 -percent
construction waste reduction requirement in Section 4.408.1.
5. DOCUMENTATION: Documentation shall be provided to the enforcing agency which
demonstrates compliance with Section 4.408.2, Items I through 5, Section 4.405.3 or
Section 4.405.4.
NOTES:
I. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at wwwhcd.co.gov/GALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C8D) processors can be located at the
California Department of Resources Recycling and Recovery (GalRecycle).
SECTION 4.410 - BUILDING MAINTENANCE AND OPERATION
I. OPERATION AND MAINTENANCE MANUAL: At the time of final inspection, a manual,
compact disc, web -based reference or other media acceptable to the enforcing agency
which includes all of the following shall be placed in the building:
I. Directions to the owner or occupant that the manual shall remain with the building
throughout the life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water -saving devices and systems, HVAC
systems, photovoltaic systems, electric vehicle chargers, water -heating systems and
other major appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to
further reduce resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between
30-60 percent and what methods on occupant may use to maintain the relative
humidity level in that range.
6. Information about water -conserving landscape and irrigation design and controllers
which conserve water.
1. Instructions for maintaining gutters and downspouts and the importance of diverting
water at least 5 feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to,
caulking, painting, grading around the building, etc.
1. Information about state solar energy and incentive programs available.
10. A copy of all special inspection verifications required by the enforcing agency or this
code
SECTION 4503 - FIREPLACES
I. GENERAL: Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any
installed wood5tove or pellet stove shall comply with U.5. EPA New Source Performance
Standards (N5P5) emission limits as applicable, and shall have a permanent label
indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and
fireplaces shall also comply with applicable local ordinances.
SECTION 4.504 - POLLUTANT CONTROL
I. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION: At the time of rough installation, during storage on the construction site
and until final startup of the heating, cooling and ventilating equipment, all duct and other
related air distribution component openings shall be covered with tape, plastic,
sheetmetol or other methods acceptable to the enforcing agency to reduce the amount
of water, dust and debris, which may enter the system.
2. FIN15H MATERIAL POLLUTANT CONTROL: Finish materials shall comply with this section.
2.1 ADHE51VE5, SEALANTS AND CAULKS: Adhesives, sealants and caulks used on the project
shall meet the requirements of the following standards unless more stringent local or
regional air pollution or air quality management district rules apply:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and
caulks shall comply with local or regional air pollution control or air quality
management district rules where applicable or 56AQMD Rule 1168 VOG limits, as shown
In Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the
Rule 1165 prohibition on the vse of certain toxic compounds (chloroform, ethylene
dichloride, methylene chloride, perch loroethy lene and trichloroethylene), except for
aerosol products, as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking
compounds (in units of product, less packaging, which do not weigh more than I pound
and do not consist of more than I(9 fluid ounces) shall comply with statewide VOG
standards and other requirements, including prohibitions on use of certain toxic
compounds, of California Code of Regulations, Title 11, commencing wlth Section 614501.
22. PAINTS AND COATIN65: Architectural paints and coatings shall comply with VOC limits in
Table I of the ARB Architectural Suggested Control Measvre, as shown in Table 4.504.3,
unless more stringent local limits apply. The VOG content limit for coatings that do not
meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be
determined by classifying the coating as a Flat, Nonflat or Nonflat-high Gloss coating,
based on its gloss, as defined in subsections 4.21, 4.36, and 4.31 of the 2001 California
Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or
Non -flat -high Gloss VOG limit In Table 4.504.3 shall apply.
2.3. AEROSOL PAINTS AND COATINGS: Aerosol paints and coatings shall meet the
product -weighted MIR Limits for ROC, in Section 614522(61)(2) and other requirements,
Including prohibitions on use of certain toxic compounds and ozone depleting substances,
in Sections 614522(e)(1) and (f)(1) of California Code of Regulations, Title 11, commencing
with Section 614520; and in areas under the jurisdiction of the Bay Area Air Quality
Management District additionally comply with the percent VOC by weight of product limits
of Regulation 8, Rule 461.
2.4. VERIFICATION: Verification of compliance with this section shall be provided at the
request of the enforcing agency. Documentation may Include, but Is not limited to, the
following:
1. Manufacturer's product specification.
2. Field verification of on-site product containers.
3. CARPET SYSTEMS: All carpet Installed in the building interior shall meet the testing and
product requirements of one of the following:
I. Carpet and Rug Institute's Green Label Plus Program.
2. California Department of Public Health, "Standard Method for the Testing and
Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version 1.1, February 2010 (also known as Specification
01350.)
3. N5F/AN5I 140 at the Gold level.
4. Scientific Certifications Systems Indoor Advantage Gold.
3.1. CARPET CUSHION: All carpet cushion installed in the building interior shall meet the
requirements of the Carpet and Rug Institute's Green Label program.
3.2 CARPET ADHE5IVE: All carpet adhesive shall meet the requirements of Table 4.504.1.
4. RE51LIENT FLOORING 5Y5TEM5: Where resilient flooring is installed, at least 80 percent
of floor area receiving resilient flooring shall comply with one or more of the following:
1. Products compliant with the California Deportment of Public Health, "Standard Method
for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor
Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as
Specification 01350), certified as a GHP5 Low -Emitting Material in the Collaborative
for High Performance Schools (GHP5) High Performance Products Database.
2. Products certified under UL GREENGUARD Gold (formerly the Greenguord Children d
Schools program).
3. Gertificotion under the Resilient Floor Covering Institute (RFGI) Floor5core program.
4. Meet the California Department of Public Health, "Standard Method for the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version 1.1, February 2010 (also known as Specification
01350).
5. COMPOSITE WOOD PRODUCTS: Hardwood plywood, particleboard and medium density
fiberboard composite wood products used on the interior or exterior of the building shall
meet the requirements for formaldehyde as specified in ARB's Air Toxics Control
Measure for Composite Wood (11 OCR 613120 et sect.), by or before the dates specified In
those sections, as shown in Table 4.504.5.
PERMIT #__...__-
PUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPO NC c
DA
SECTION 4.504 - POLLUTANT CONTROL (CONTINUED)
5.1 DOCUMENTATION: Verification of compliance with this section shall be provided as
requested by the enforcing agency. Documentation shall include at least one of the
following:
I. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation
(see CCR, Title 11, Section 613120, et seq.).
4. Exterior grade products marked as meeting the P5-1 or P5-2 standards of the
Engineered Wood Association, the Australian AS/NZ5 22661, European 636 35, and
Canadian GSA 0121, 05A 0151, 05A 0153 and G5A 0325 standards.
5. Other methods acceptable to the enforcing agency.
SECTION 4305 - INTERIOR M015TLIRE CONTROL
I. GENERAL: Buildings shall meet or exceed the provisions of the California Building
5tondard5 Code.
2. CONCRETE SLAB FOUNDATIONS: Concrete slab foundations required to have a vapor
retarder by the California Building Code, Chapter 161 or concrete slab -on -ground floors
required to have a vapor retarder by the California Residential Code, Chapter 5, shall
also comply with this section.
2.1. CAPILLARY BREAK: A capillary break shall be installed in compliance with at least one
of the following:
I. A 4 -inch -thick (101.6 mm) base of 1/2 inch (12.1 mm) or larger clean aggregate shall be
provided with a vapor retarder in direct contact with concrete and a concrete mix
design, which will address bleeding, shrinkage, and curling, shall be used. For additional
information, see American Concrete Institute, AGI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
3. MOISTURE CONTENT OF BUILDING MATERIALS: Building materials with visible signs of
water damage shall not be installed. Wall and floor framing shall not be enclosed when
the framing members exceed 161 -percent moisture content. Moisture content shall be
verified in compliance with the following:
I. Moisture content shall be determined with either a probe -type or contact -type
moisture meter. Equivalent moisture verification methods may be approved by the
enforcing agency and shall satisfy requirements found In Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (12161 mm) from
the grade stamped end of each piece to be verified.
3. At least three random moisture readings shall be performed on wall and floor framing
with documentation acceptable to the enforcing agency provided at the time of
approval to enclose the wall and floor framing. Insulation products which are visibly
wet or have a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet -applied insulation products shall follow the
manufacturer's drying recommendations prior to enclosure.
SECTION 4306 - INDOOR AIR QUALITY AND EXHAUST
I. BATHROOM EXHAUST FANS: Each bathroom shall be mechanically ventilated and shall
comply with the following:
I. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building
2. Unless functioning as a component of a whole house ventilation system, fans must be
controlled by a humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range
of 550 percent to a maximum of 50 percent. A humidity control may utilize manual
or automatic means of adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not
required to be integral (i.e., built-in).
NOTES:
I. For the purposes of this section, a bathroom is a room which contains a bathtub,
shower, or tub/ shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy
Code.
TABLE 4504.1
ADHESIVE VOC LIMIT '12
Less Water and Less Exempt Compounds In 6rams per Liter
ARCHITECTURAL APPLICATIONS
VOC, LIMIT
Indoor carpet adhesives
50
Carpet pad adhesives
50
Outdoor carpet adhesives
150
Wood Flooring adhesives
100
Rubber floor adhesives
60
5ubf loor adhesives
50
Ceramic the adhesives
65
VGT and asphalt the adhesives
50
Drywall and parel adhesives
50
Cove base adhesives
50
Multipurpose construction adhesives
10
Structural glazing adhesives
100
Single -ply roof membrane adhesives
250
Other adhesives not specifically listed
50
SPECIALTY APPLICATIONS
Floor coatings
PVC welding
510
GPVG welding
410
AB5 welding
325
Plastic cement welding
250
Adhesive primer for plastic
550
Contact adhesive
80
Special purpose contact adhesive
250
Structural wood member adhesive
140
Top and trim adhesive
250
SU35TRATE SPECIFIC APPLICATIONS
Pretreatment wash primers
Metal to metal
30
Plastic foam
50
Porous material (except wood)
50
Wood Flooring adhesive
30
Fiberglass 1
80
I. If an adhesive is used to bond dissimilar
substrates
together, the adhesive with the highest VOC content
shall be allowed.
2. For additional information regarding methods to
measure the VX content specified in this table,
see South Coast Air Quality Management District
Rule 1168.
TABLE 4504.2
SEALANT VOC, LIMIT
Less Water and Less Exemot Gomoounds In Grams ver Liter
SEALANTS
VOC LIMIT
Architectural
250
Marine deck
160
Nonmembrone roof
300
Roadway
250
5in9le-ply roof membrane
450
Other
420
SEALANT PR143ZS
50
Architectural
- Nonpourous
- Pourous
250
T75
Plastic cement welding
500
Adhesive primer for plastic
160
Contact adhesive
-750
TABLE 45043
VOC CONTENT LIMITS FOR ARCHITECTURAL COATIN65 2�5
Grams of VOC per Liter of Coating
I raa Wnf^r ewl Leas Fxemni: Gmmnounds
COATING CATE60RY
VOC LIMIT
Fiat coatings
50
Nonflat coatings
100
Nonflat-high gloss coatings
150
SPECIALTY COATIN65
0.11
Aluminum roof coatings
400
Basement specialty coatings
400
Bituminous roof coatings
50
Bituminous roof primers
350
Bond breakers
350
Concrete curing compounds
350
Concrete/masonry sealers
100
Driveway sealers
50
Dry fog coatings
150
Faux finishing coatings
350
Fire resistive coatings
350
Floor coatings
100
Form -release compounds
250
Graphic arts coatings (sign paints)
500
High temperature coatings
420
Industrial maintenance coatings
250
Low solids coatingsi
120
Magnesite cement coatings
450
Mastic texture coatings
100
Metallic pigmented coatings
500
Multicolor coatings
250
Pretreatment wash primers
420
Primers, sealers, and undercoaters
100
Reactive penetrating sealers
350
Recycled coatings
250
Roof coatings
50
Rust preventative coatings
250
Shellacs
- Clear
- Opaa�ue
130
550
Specialty primers, sealers, and undercoaters
100
5to ins
250
Stone consolidates
450
Swimming pool coatings
340
Traffic marking coatings
100
Tub and the refinish coatings
420
Water roofing membranes
250
wood coatings
215
Wood preservatives
350
Zinc -rich primers
340
I. Grams of VOC, per liter of coating, including water
and including exempt compounds
2. The specified limits remain in effect unless revised
limits are listed in subsequent columns in the table
3. Values in this table are derived from those
specified by the California Air Resources Board,
Architectural Coatings Suggested Control Measure,
February I, 2008. More Information Is available from
the Air Resources Board.
TABLE 45045
FORMALDEHYDE LIMITS'
Maximum Formoldehude Emissions In Parts per Million
PRODUCT
CURRENT LIMIT
Hardwood plywood veneer core
0.05
Hardwood plywood composite core
0.05
Particleboard
O.Oq
Medium density fiberboard
0.11
Thin medium density fiberboard'
0.13
I. Values in this table are derived from those specified by the California Air Resources Board, Air Toxks
Control Measure for Composite Wood as tested in accordance with ASTM E 1333-qb (2002). For additional
information, we California Code of Regulations, Title li, Sections 020 though g3120.12.
2. This medium density fiberboard has a maximum thickness of 6 mm.
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