HomeMy WebLinkAboutB16-1919 000-000-000A55 a 4'-0"
O.G., TYP.,
ROOF PLY. U.O.N.
SOLID BLOGKINO�
-E N )n
I" MIN. AIR
SPACE TO
INSULATION a
VENTS
SHEARPLY, -
SEE PLAN
EAVE DETAIL
HEADER
"S I MPSON"
5T&224 STRAPS
2X STUD
2X K.S.
4X PO5T
HEADER 7RA P
5-2
CODE ANALYSIS
GOVERNING CODES:
2013 GBG, 2013 ORO 2013 CEG, 2013 GPO, 2013 CMG,
2013 GFG, 2013 CALIF. HEALTH It SAFETY CODE AMENDMENTS
2013 CALIF. ENERGY CODE EFFIGIENGY STANDARDS, ZONE II
2013 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/
DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 COBSC
OCCUPANCY GROUP: GROUP: U
ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503)
ALLOWABLE AREA: 3,000 S.F. (GBG 406.3.2)
ACTUAL FLOOR AREA: 1178 S.F.
ALLOWABLE 5TORY/HEI5HT: (1) STORY / 40'-0"
ACTUAL STORY/HEIGHT: (1) STORY /
CON5TRUCTION TYPE: TYPE VB
AUTOMATIC SPRINKLER. N/A
WILDLAND URBAN FIRE
INTERFACE: N/A
P.T. SILL W/ Y2 " DIA. x 12" A.B. ® 6'
O.G. AND 12" MAX. FROM ENDS W/
5"x3"x.229" PLATE WA5HER5, TYP.
iI �-CONOFO NDATIOBN PLAN
FIN 15H GRADE
6
NAT. ORADE- III -II
..IIIIIIIIIIIII ° _ a
3 -GOAT STUCCO o/
#4 TOP (2) LAYERS GRADE
BOTTOM D BLDG. PAPER
OR EQ.
ml
OARAOE FOOT I NO
LINE OF 5TEMWALL
BEYOND
FELT
STRIP --�
DRIVEWAY \ \ \ t=
5LAB �
TYPICAL
EASED EDGE
GONG. 5LA5, SEE
FOUNDATION PLAN
CONT. #4 TOP
BOTTOM
m�
OARAOE DOOR OPEN I NO
F-141 I" = I' -O"
COMP.
SHINGLES
LEFT ELEVATION 1/4"
SHLARV 4ALL SOHEDULE :
SYMBOL: SHEARWALL:
Q 5/8" COX PLYWD. OR 055
W/ 8d'5 ® 61, 12" O.G.
Q5/6" GDX PLYWD. OR 055 w/ 8d'S ® 4", 12" O.G. w/
4x STUDS ® ADJ. PANEL
SPL I GES
`-4" GLR. TO EARTH AND 2" TO Q 3
GONG. FOR WEEP 5GREED /8 GDX PLYWD. O. OSB
W/ Sd'S ®3", 12" O.055
w/
3
4x STUDS ® ADJ. PANEL
FRONT ELEVATION SPLICES
I/4" 1'-O"
GDX PLYWD. OR 055
2 w/ 861'5 ® 2",12" O.G. w/
4x STUDS ® ADJ. PANEL
SPLICES
_ I. NAILS SHALL BE COMMON NAILS
(2Y"x.131 "), TYP., U.O.N.
�. 2. ALL PLYWOOD PANELS SHALL HAVE ALL
EDOE5 BLOCKED.
OENERAL NOTFS
RIONT r=LrzVATION 1/5" = 1'-0"
S-I.I
SS
CONCRETE
4.
NAILS AT PLYWOOD PANELS SHALL HAVE g/8" EDGE DISTANCE
I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 25 DAYS
5.
AND SHALL NOT PENETRATE FAGS -PLY.
NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING
2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED
SHALL BE LESS THAN 12" IN LEAST DIRECTION.
BARS -TYPE N OR 40.
6.
FRAMING HARDWARE SHALL BE 51MP50N STRONG -TIE OR
FTS. w/ (2) #4 TOP 4
N
APPROVED EQUAL, WITH GONNEOTORS AS SPECIFIED
ROUGH CARPENTRY
�.
PROVIDE 50LID BEARING CONTINUOUS FROM ALL BEAMS TO
I. INSTALL BLOCKINI AS REQUIRED TO SUPPORT FINISH
'
FOUNDATION.
HARDWARE AND FIRE STOPPING TO CUT OFF CONGEALED
5.
PROVIDE FIRE BLOGKINI IN CONGEALED SPACES
DRAFT OPENIN05 A5 REQUIRED BY CODES.
VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/:2013
2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE
0.
I 00
G.R.G. SECTION 8302.11.
GRADES INDICATED OR BETTER (WINPA GRADING RULES)
Q.
FASTENERS FOR PRESERVATIVE TREATED AND FIRE
UNLESS NOTED OTHERWISE.
I o DR.
TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED
CONGEALED 4x BEAMS $ POSTS.........................NO. 2
GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE
EXPOSED 4x BEAMS $ POSTS...............................NO. I
COATINO WEI5HTS FOR ZING COATED FASTENERS SHALL BE
bx BMS 4 P05TS......................................................NO. I
U
o�
IN ACCORDANCE w/ A5TMA 153. 2013 G.R.G. SECTION 8317.3.
2x JOISTS AND RAFTERS........................................NO. 2
10.
EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) 16d (32"
STUD, SILLS, PLATES...................................................NO. 2
x.155"49 MIN., TYP.
SILLS ON CONGRETE...................................................PTHF
11.
TYPICAL FASTENERS SHALL BE INSTALLED IN CONFORMANCE
MI5G. FRAMING NOT NOTED....................................NO. 2
w/ GBG TABLE 2304.9.1.
3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL
12.
STRUCTURAL COMPOSITE LUMBER SHALL BE VERSA -LAM
MEET THE REOUIREMENT5 OF THE U.S. PRODUCT STANDARDS
Fb3100 OR VERSA -RIM A5 MFR. BY B015E CASCADE.
PS I-55.
13.
BEARING WALL HDRS. SHALL BE 4xIO #2 OR 6x8 D.F. #1 MIN.,
o
TYP., U.O.N.
SECTION A-1 1/4" = 1'-0"
ELEOTRIOAL 5YMBOL5
51NSLE POLE SWITCH -�- FLUOR. WALL MTD. FIXTURE
$3 THREE WAY SWITCH FLUORESCENT FIXT.
DUPLEX RECEPT. _ FLUORESCENT FIXTURE
220 VOLT OUTLET 90W PANEL BOARD
DUPLEX SPLIT WIRED F'O - FUEL IAS OUTLET
�}- GLI. MTD. FIXT. H.B.+}- HOSE BIBB
WALL MTD. FIXTURE r 6F1 AUTOMATIC GARAGE
DOOR OPENER LISTED IN
�- - ACCORDANCE w/ UL 325,
w/ OFI OUTLET
ELECTRICAL NOTES:
I. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE
LISTED TAMPER RESISTANT RECEPTAGLE5.
2. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE
SECURELY SUPPORTED. A FIXTURE THAT WE I OHS MORE THAN b lbs OR
EXCEEDS Ibin. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE
SCREW SHELL OF A LAMP HOLDER PER 2013 GEC, SECTION 410.15. (0).
OUTLET S0XF-5 SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILIN
FANS PER 2013 SECTION 314.2-7 (0 4 d).
3. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE
HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON OCCUPANCY
SENSOR.
ROOD NOTES:
1. ROOF FRAMING SHALL BE:
PRE -MFR TRUSSES ® 24" O.G. TYP. U.O.N.
2. ROOF PITCH SHALL BE:
6:12, TYP.
3. ROOF O.H. SHALL BE:
1'-6" ® 6:12 PITCH
4. ROOF COVERINS SHALL BE:
COMP. SHINGLES o/ 15# FELT 01Y2" GDX O
OR 055. w/ 861'5 ® 6",12" O.G.
5. REQUIRED ATTIC, VENTILATION:
1178 / 300 = 3.93 50. FT. OF NET FREE
AREA VENTILATION REQUIRED.
•LOW VENTING: PROVIDE (6) 32"x223"
EAVE VENTS ® .33 50. FT. EACH. TOTAL
LOW VENTING PROVIDED: IAA SQ. FT.
OF NET FREE AREA
• HIGH VENTING (LOCATED MAX. 3'
VERTICAL BELOW RIDGE): PROVIDE
MIN. I6CONT. RIDGE VENT 0 0.125 50.
FT. PER FT. TOTAL HIGH VENTING
PROVIDED: 2 50. FT. OF NET FREE
AREA.
V" DIA. o.b.'S ® 8"
O.G., THIS SW
26 -O
55TB20
ROOF PLAN 1/8" = 1'-0"
Y DIA. o.b.'S ® 8"
O.G., THESE 5W'S
4'-O"
26'-O
RUEAR ELEVATION I/8" = I'
WP/
6F1 120140 ROLL -UP GAR. DR.
3080 GPI
qp
\N�2 1/2 LI
� I
la' -6" LONG 52"x132" 24F -V4 OLB.
HDR. w/ STRAPS ® EA. SHEARWALL
11.01 4x6 TRIMMER P05T PER 4
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NOTE:
F I RST FLOOR
WINDOWS TO HAVE
8'-O" HD. HT., U.O.N.
NOTE:
IARAOE RECEPTACLES
UPPER WINDOWS \ TO BE +18" MIN. A.F.F.
MATCH EAST \
WALL 51 ZE 4
SPACING
O ARAO E
15' CLO.
GONG.
BUTTE
COUNTY
AUG 312016
DEVELOPMENT
SMALL ELECTRIC SERVICES
Il�q WATER HEATER r Ablq
TO BE UNDER SINK E �J
2-2x6 'fit tDE bL LAW CE I FtC�4'[� ,
I !�T TiME DF FW E Citc�K �J NOTE
6.5' 6 F1E1.1) Tt�tSP I GARAGE WALLS AND GLI.
o FIN. TO BE MIN. 2" GYP. BG
WP/ i
CSF I
26'-0" LONG 52"x132" 24F -V4 OLB.
HDR. w/ STRAPS ® EA. SHEARWALL
4x6 TRIMMER POST PER 4
3080 p
y� 1/2 LITE
\ 6
3'W4.0
A � 150140 ROLL -UP OAR. DR.
4.0' +6_
4'-0"
FOUNDATION PLAN
[FLOOR PLAN rcnwu
E3UTfE COUNTY DEVELOP ENT SERVI
t DEj0h PLIAN
DATE_ GkpI BY--
FOUNPA►TION NOTE5:
I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE
SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN
6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2013 GRG SECTION 8401.3
2. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL.
/4" = 1'-0"
j
Revision:
SS
I R.O. FOR 0
I �0 3'-0" DR I
I o I
R.O. FOR
I 12'-0" OAR.
I SSTB�o DR.
12" WIDE x I6" DEEP
FTS. w/ (2) #4 TOP 4
N
I BOT. ® HATCHED FTG.
I I
I I
Z4'r-.ONC.
I SLAB w/ #3 BAR ® I
'
I 2'-0" O.G. BOTH WAYS o/ 2" I
H
I SAND o/ 6 MIL. VB (w/JOINTS I
CIS
LAPPED 6" MIN.) o/ 4" BASE
I
I
I
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00
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I 00
5'032p R.O. FOR
IlnM
I 95 o" GAR.
.
I o DR.
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R.O. FOR 2 I
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ROOF PLAN 1/8" = 1'-0"
Y DIA. o.b.'S ® 8"
O.G., THESE 5W'S
4'-O"
26'-O
RUEAR ELEVATION I/8" = I'
WP/
6F1 120140 ROLL -UP GAR. DR.
3080 GPI
qp
\N�2 1/2 LI
� I
la' -6" LONG 52"x132" 24F -V4 OLB.
HDR. w/ STRAPS ® EA. SHEARWALL
11.01 4x6 TRIMMER P05T PER 4
� I
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ooQ
X_ Q
IL WX
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NOTE:
F I RST FLOOR
WINDOWS TO HAVE
8'-O" HD. HT., U.O.N.
NOTE:
IARAOE RECEPTACLES
UPPER WINDOWS \ TO BE +18" MIN. A.F.F.
MATCH EAST \
WALL 51 ZE 4
SPACING
O ARAO E
15' CLO.
GONG.
BUTTE
COUNTY
AUG 312016
DEVELOPMENT
SMALL ELECTRIC SERVICES
Il�q WATER HEATER r Ablq
TO BE UNDER SINK E �J
2-2x6 'fit tDE bL LAW CE I FtC�4'[� ,
I !�T TiME DF FW E Citc�K �J NOTE
6.5' 6 F1E1.1) Tt�tSP I GARAGE WALLS AND GLI.
o FIN. TO BE MIN. 2" GYP. BG
WP/ i
CSF I
26'-0" LONG 52"x132" 24F -V4 OLB.
HDR. w/ STRAPS ® EA. SHEARWALL
4x6 TRIMMER POST PER 4
3080 p
y� 1/2 LITE
\ 6
3'W4.0
A � 150140 ROLL -UP OAR. DR.
4.0' +6_
4'-0"
FOUNDATION PLAN
[FLOOR PLAN rcnwu
E3UTfE COUNTY DEVELOP ENT SERVI
t DEj0h PLIAN
DATE_ GkpI BY--
FOUNPA►TION NOTE5:
I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE
SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN
6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2013 GRG SECTION 8401.3
2. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL.
/4" = 1'-0"
j
Revision:
Date:
By:
N
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CIS
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No.
1283
RE .
7/17
C
/BRANDT
DETAOHED
SHOP
Date
MAY 2016
Scale
Drawn
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Job
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2013 CALGreen Residential Mandatory Measures
Planning and Design
4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a
larger common plan of development shall manage storm water drainage during construction.
4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage
all surface water flows to keep water from entering building.
Exception: Additions or alterations not altering the drainage path.
4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate
a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1(nominal 1 -inch inside
diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box
or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be
continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall
provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit
installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall
identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway
termination location shall be permanently and visibly marked as "EV CAPABLE".
Energy Efficiency
4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building
shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for
residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by
the 2013 California 'Energy Code.
Water Efficiency and Conservation
Indoor Use -
4.303.1- Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the
following:
4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush.
4.303.1.2 - Urinals flush volume shall not exceed 0.5 gals per flush.
4.303.1.3.1- Single showerheads shall have a maximum flow rate.of not more than 2.0 gpm.
4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets
controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time.
4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.5 gpm. The minimum flow rate shall
not be less than 0.8 gpm.
4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm.
4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle.
4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase
the flow above the maximum rate, but not to exceed 2.2 gpm.
Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction.
4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code.
Outdoor Use -
4.304.1- Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at
the time of final inspection shall comply with the following:
1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to
changes in plant watering needs as weather or soil conditions change.
2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall
have a separate wired or wireless rain sensor which connects or communicates with the controller(s).
Material Conservation and Resource Efficiency
4.406.1- Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at
exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency to prevent passage of rodents.
4.408.1- Construction Waste Reduction of at least 50% - A minimum of 50% of the construction waste generated at
site is diverted to recycle or salvage.
4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in
Section 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction.
4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency,
which can provide verifiable documentation that diverted construction and demolition waste materials meet the
requirements in Section 4.408.1.
4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition
waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area.
4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of
construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building
area.
4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building
owner or occupant.
Environmental Quality
4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove
or pellet stove shall comply with US EPA Phase If emission limits where applicable. Woodstoves, pellet stoves, and
fireplaces shall also comply with applicable local ordinances.
4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and
other related air distribution component openings shall be covered during construction.
4.504.2.1- Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits.
4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits.
4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic
compounds.
4.504.3 - Carpet Systems - Shall be compliant with VOC limits.
4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC -
emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or to
be certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program.
4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in
interior finish systems shall comply with low formaldehyde emission standards.
4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations.
4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure.
4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom.
4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized , designed, and equipment selected
using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent.
2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment
according to ACCA 36-S (Manual S) or equivalent.
Installed & Special Inspection Qualifications
702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment.
702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the
discipline in which they are inspecting.
703.1- Documentation - Verification of compliance with the code may include construction documents, plans,
specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing
agency which show, substantial conformance.
TABLE U04.1
ADUIIESIVE VOC LIM[Tt.s
I What, and Lov- [imm Jt Coiili3ollndl; fn GFm r LWIF
A CHITECTU AAL APPLICATIONS
CUPP EN T VOC LIRA T
T,njry,,t cnr.2t adhesio -es
5,"'
ca"- ni he�sise'
571
Outdoor l.- et nd1hc-d
f 5 ,
'W-6od floe -cin ndlir*sh
ISI
Bubb a 11vo r Who 4im
ria, t
,SuhIFIonr adIv�:N
4Y)
C+:rnmic the ndhesio s
f,
V,CT and as h;dt tile* id h: Nbwes
2Y)
775
Dr va11 ;) rd pa n -A adhoi4� s
Cow tmrx-, a dhin; hx,_k
50
NJulta Mn v�, con strrsr_tion adhi-shw
VA
5tructraral las_inE' nr ht si
100
5iruIc!- P1, v roof in em b ra w, -dIvsiits
250
t 1 h,,r 1dfv1,iwt ; nin a-Hitica] 11? 1iStr"_J
9)
,F5EVAITY APPLICATION
PVC 1.veldin-
:510
CP'V C v.,eldin
490
ABS -welding
X25
PI nf.dc cement we Idi n2
25n
Adli wci vvin wr for plasti c
Pali xfttni..-hi!w* atins
Cc-nta/,'I adhc-�i}
Fire resistive coati=e
350
Stnacturll r' ood rnrgil+r_radhtw.z ",'e
14rt
7o . and trim ndhesivc,
250
ISiIE:5TR.ATE SPECIFIC APPLIC-4710 i a
/ALOREEN
�4;, I -:d to, Me431
1
Pla-7tic foams
Scale
Pomus mattri at (exe ep t w -conal)
Job
hyo n(I
dry'
250
1. If an adhesio e iw u sed to !•,:-Mini di,s°si°milar suhstra ns t-+ged wr, the ac i2*siNe
with the highest: N, C,contcnt shall h,, allnvvd.
2. ror ndditionA info- miation r lading rnethintV to in2a um the V0r- content.
sPe cif ed in tldic ta.hlo, s 'South roast .Aur Quniiity ManageM. znt l)istrict
T,UfiL- 1166*..
TATILE 4504.2
SEALANT T °YOC LIMIT
Laar, Y ator and Lost Exempt Compounds to Gra rns per Liter
E AI_tal T
CUPP ENT VOC LVIT
rch itecturA'
Flet coati.n
Ma ri rw do ci:
t f
Pitonmvrn bran c -t! l
IW."
Rcah--a
?
.rsi nk-1-v Prof rn ernbra w!4
0 1
01her
4Y)
SEALANT PTIIIAEAS
N
A. rchits- ctzlrill
Non us
PCIF ltl.`r
2Y)
775
qq r yr
'N4, diFwd Nltnmirtl;rtt
Ma, nr 4'?3^
7W,
Other
7
TABLE 4,504.3
VOC C NTENT LIMITS FOR AIRCHTECTURAL COATINGS"
Gr, m t, of VOC pgr Upt of +CoMing.
Lois Wator and tags Ex@rl'tllt Cil aotnd
COATINC CATEC=Y
EFFECTIVE
EFFECTIVE
11t'2012
Flet coati.n
u'1
n. ai
t4mfl4tcvrin .s
IW."
N1 #A ium d ewt v fit rdmitrd
iieinftat-hi h :te°rc Gia
I ?
0 1
SPECIAL'T'Y COA.TWnS
Aluminum motif cartisl>ti5
N
n
Ba wmen't iea-f atty coatings
Jt
M
Eltunvinr.us.r 4coaltna
4'I
CJ
13itinninr-us ror-f piri,nvvs
a1;
Fiy rrw�� U
Lend birakers
fi 50
ne`.i'kIt4 ni'it7iL1. aw . nitrile -t
350
Cc-ncr'ete.mav_nry tamers
Im
�rzw
Drir aY atsrs
7
Z •
LX -y fop co1fin.Sts
Pali xfttni..-hi!w* atins
Fire resistive coati=e
350
a
1loof c rtirlal
'
/ALOREEN
MANDATORY
Grci lark ritty atin s (sigra inti'
Sfrr
Scale
11,12h tierrl era to re Baa tixi :q - -
Job
Sheet
1nd"Iraqi,--Il matnfen ance craling
250
LOW 5-dids mat ingsi
11-50
Mingn itecwerncntcminjs
masti:texl ematin;Z:t
lf►f
Me l'liz pi�_Melwj
5W
multi lcv C'm6n2 F
250
Pfetreatnw�n t wash primers
420
Pri,mrs.a1ef5z. and under+ciare-n�
1(f)
Re, adiiv Yrrtraiting .seams
3
lZe e ° ltd cxi ati:n s
�.¢�?f tina�
�`►
Rini n. revealist1w cknb,iio
i1
I
'�h«�llar s
Op sue
n -
S mNA & ty Amer.s.-,,ater,;and andere:+-+awtms
3
100
S irminn� MnI erari n 2c
3
11-affitz rna;ricin ,coatiin ,s
f
TO and the rod inivh coatirip�
d
rnmnnci
2
_'Writt,f1ronfing
wood criatias
2T5
pfe"vaAves
3.5)
viii'-r°i,7h prulers
34
I_ C-zri tis rt"vcx, rer liter of cnatini�. ineludina ur-at>wr and in lulling, eKernpt
cornImo+-incl .
2. 'ThcT`Ci'frecllimits remniin i'neffect unlc-.ss rc is, dIimitsoreli-tMinsubse
quent columns in the table.
3. 145Iaae, in this table are rderiwd from thrixst? lind baa the California Air
Res,ources Bon.rcl, Architecturat Coatings, 5ujgestkd Control Measure..
February 1, 2005. Blore informatinn is avufl able ironi die Air
Board.
TABLE -15
FORMALDEHYDE LIMIT i
Miy[m umi Forrinatriphvd4 Frnicstran-s In Parts ng -r Lfiltion
PRODUCT
CIfRRENT LIMIT
11ar dkvond pl yw od w, ne,,e r car w
Imxr,
Harxlw and .l' ww)d wm mite cn- rr
n. ai
1`11.11rtir:l oar
O.00
N1 #A ium d ewt v fit rdmitrd
fl.] l
Thin medium dcmity fit rb:ard2
0 1
I, ViluLN in tlii.� 11 hlo are d2fbvd frb In thcco spccilted try the Cilifomiu Air
toA lirm Bn3rd. Asir Toxics C'onit.wi lvielasm :f;,)r Compmite, 'Woad a
tr2sto-d in accordancc w-ith ASI*:y'11_ 133. For addition-cil lnfxnaticm
CtT,'rr",niitTC,<,r�,eq,fRegril o.%Titicl.T, mim9l 12011iin.0;.V 120, 12.
. Tl lin to diurn Lkmily fiit>ert rd lvt� ;i maiimuin th63v." of'y%irtcti (8 rami.
PERMIT
BUTTE COUNTY DEVELOPMENT SERVICES
R VIEWED FOR
�O E COMP CE
DATE_ E i� ------- BY
NOTE:
THE PROJECT M,4NACER OR GENERAL GONTRAGTOR
WILL BE THE RESPONSIBLE PERSON TO GOLLEGT AND
PROVIDE VERIFICATION OF GALGREEN GOMPLIANGE TO
THE BUILDING INSPECTOR PRIOR TO BUILDING FINAL.
Revision:
Date:
By:
N
n
M
4.A
a-+ U
N �
CJ
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O
Fiy rrw�� U
O
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Wo
�rzw
Z •
I:
. 0 AA
a
ik No. C2128
NJ REN. 7 - 7
/ALOREEN
MANDATORY
MEASURES
Date 2014
Scale
Drawn
Job
Sheet
CG
Of Sheets
I
2
ri
M
ti
M
N
CC
O
N
Ln