HomeMy WebLinkAboutB16-2190 000-000-000y
OMP.
SHINGLES
BUTTE
COUNTY
SEP 3 0 2016
DEVELOPMENT
SERVICES
Q1(;`41a0
IE
FRONT ELEVATION 1/4" = 1'-0"
STUCCO o/
FOAM TRIM
LEFT ELEVATION 1/4" = I.
CODE ANALYSIS
60VERNIN6 CODES:
2013 GBG, 2013 GRG 2013 CEG, 2013 CPG, 2013 CMG,
2013 CFC, 2013 CALIF. HEALTH G SAFETY CODE AMENDMENTS
2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II
2013 CALIF. ACCE551BILITY REQUIREMENTS AMERICANS w/
DISABILITIES ACT, 2012 EDITION NFPA 101, 2013 0555C
OCCUPANCY CROUP: GROUP: U
ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503)
ALLOWABLE AREA: 3,000 S.F. (GBG 406.3.2)
ACTUAL FLOOR AREA: 1800 S.F.
ALLOWABLE STORY/HEIGHT: (1) STORY / 40'-0"
ACTUAL STORY/HEIGHT: (1) STORY / 19'-6"
CONSTRUCTION TYPE: TYPE VB
AUTOMATIC SPRINKLER: N/A
WILDLAND URBAN FIRE
INTERFACE: WA
ELECTRICAL SYMBOLS
SINGLE POLE SWITCH FLUOR. WALL MTD. FIXTURE
3 THREE WAY SWITCH FLUORESCENT FIXT.
6 DUPLEX REGEPT. L` ES ;3 FLUORESCENT FIXTURE
6 220 VOLT OUTLET I=W- PANEL BOARD
6 DUPLEX SPLIT WIRED F'6' - FUEL SAS OUTLET
-¢- GLS. MTD. FIXT. H.5'{}- HOSE BIBB
WALL MTD. FIXTURE _6FI AUTOMATIC, GARAGE
r DOOR OPENER LISTED IN
L - ACCORDANCE w/ UL 325,
w/ GFI OUTLET
ELECTRICAL NOTES:
I. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE
LISTED TAMPER RESISTANT RECEPTACLES.
2. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE
SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN III OR
EXCEEDS IbIn. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE
SCREW SHELL OF A LAMP HOLDER PER 2013 GEC SECTION 410.15. (a).
OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING
FANS PER 2013 SECTION 31427 (a 8 d).
3. ALL CARAOE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE
HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON OCCUPANCY
SENSOR.
2 -GOAT STUCCO o/ I"
FOAM o/ (2) LAYERS
GRADE D BLDG. PAPER
OR EQ. PER 'WESTERN
I-KOTE' SYSTEM OR EQ.
(UER ER 582)
4" GLR. TO EARTH AND 2" TO
GONG. FOR WEEP SCREED
REAR ELEVATION
5HEARWALL 50HEDULE:
SYMBOL: SHEARWALL:
Q3/e° GDX PLYWD. OR OSB
GDX PLYWD. OR OSB
4 w/ Bd'S a 4", 12" O.G. w/
Q
4x STUDS a ADJ. PANEL
SPLICES
%" GDX PLYWD. OR 055
Q3 w/ Sd'S a 5",12" O.G. w/
4x STUDS a ADJ. PANEL
5PLIGE5
Q5/8" COX PLYWD. OR 055
2 w/ Sd'5 a 2",12" O.G. w/
4x STUDS a ADJ. PANEL
SPLICES
I. NAILS SHALL BE COMMON NAILS (2v2"x.131"), TYP., U.O.N.
2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED.
RIGHT ELEI/ATION I/a,
10080 BARN DOOR
6x10
F _;_1
/ LL I
�101 GpQ b I I
Lef-----I
.xx \ X `Z
N `9
O
I I SHOP
10' CLO.
GONG.
1 1 11 1 I IuJll d. 1 l I PI I'llid 11
/ I GFI
L_/ ----I Kbib.4'
6.4'
I I NOTE: GFI
GARAGE WALLS AND GLC.
I FIN. TO BE MIN." GYP. BD. Ira
x x)11O
/ K616.4'
6FI
OTE:
6ARACE RECEPTACLES 43
3 \ 1 TO BE +18" MIN. A.F.F. x
x 068 \ n
)'2 LITE I 22 q3%
`6 6x10
/ `I > 10080 BARN DOOR
14.3' _
=LOOK PLAN 1/4" = I'-(
PERMIT# 616-200)
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE -(e':(
AREAS:
GARAGE AREA: -Fr7l-5Q. FT.
PORCH AREA: 300 SQ. FT.
ReNslon:
S ENERAL NOTE5
By:
6-I.I
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CONCRETE
I.
CONCRETE TO BE 5 SACK MIX, 2500 P51 a 28 DAYS
2.
REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED
BARS -TYPE N OR 40.
ROUSH CARPENTRY
I.
INSTALL BLOGKINS AS REQUIRED TO SUPPORT FINISH
•
'W
�
o
o
HARDWARE AND FIRE STOPPING TO GUT OFF CONGEALED
y
DRAFT OPENINSS A5 REQUIRED BY CODES.
d'
O
2.
STRUCTURAL FRAMING SHALL BE DOU6LA5 FIR TO THE
CID
0.
in
hal
r �
U
GRADES INDICATED OR BETTER (WWPA GRADING RULES)
-
on
UNLE55 NOTED OTHERWI5E.
�
CONGEALED 4x BEAMS B POSTS ......................... NO. 2
�W
EXPOSED 4x BEAMS 3 POSTS...............................NO. I
(ox BM5 E POSTS.........................................................NO. I
2x JOISTS AND RAFTERS........................................NO. 2
00
_ r
STUD, SILLS, PLATES...................................................NO. 2
M
I�
SILLS ON CONCRETE...................................................PTHF
MISC. FRAMING NOT NOTED....................................NO. 2
3.
PLYWOOD SHALL BE OF THE DEVONATED GRADE AND
SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT
STANDARDS P5 1-55.
MITRE PORCH-/
4.
NAILS AT PLYWOOD PANELS SHALL HAVE s/e" EDGE
BEAMS o/ bx6
DISTANCE AND SHALL NOT PENETRATE FACE -PLY.
P05T d ATTACH
5.
NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL
TO POST w/
SHEATHING SHALL BE LESS THAN 12" IN LEAST DIRECTION.
"SIMPSON" 'L'
b.
FRAMING HARDWARE SHALL BE SIMP50N STRONG -TIE OR
STRAPS, TYP.
H
APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED
CT
'1.
PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS
COYD,
TO FOUNDATION.
8.
PROVIDE FIRE BLOGKINS IN CONGEALED SPACES
VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/
2013 G.R.G. SECTION 8302.11.
9.
FASTENERS FOR PRESERVATIVE TREATED AND FIRE
TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED
AAA.
V X00
GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE
COATING WEIGHTS FOR ZING COATED FASTENERS SHALL
BE IN ACCORDANCE w/ A5TMA 153. 2013 G.R.G. SECTION
8317.3.
10.
EACH 51ME OF TOP PL. LAP SPLICE SHALL HAVE (5) Ibd
PETAGHED
(5�" x .135" (P) MIN., TYP.
11.
TYPICAL FASTENERS SHALL BE INSTALLED IN
CONFORMANCE w/ GBG TABLE 2304.9.1.
Dmw' GAS
12.
STRUCTURAL COMPOSITE LUMBER SHALL BE VERSA -LAM
'ob I6-2216
Fb5100 OR VER5A-RIM AS MFR. BY BOISE CASCADE.
13.
BEARING WALL HDR5. SHALL BE 4xIO #2 OR 6x8 D.F. #1
MIN., TYP., U.O.N.
RIGHT ELEI/ATION I/a,
10080 BARN DOOR
6x10
F _;_1
/ LL I
�101 GpQ b I I
Lef-----I
.xx \ X `Z
N `9
O
I I SHOP
10' CLO.
GONG.
1 1 11 1 I IuJll d. 1 l I PI I'llid 11
/ I GFI
L_/ ----I Kbib.4'
6.4'
I I NOTE: GFI
GARAGE WALLS AND GLC.
I FIN. TO BE MIN." GYP. BD. Ira
x x)11O
/ K616.4'
6FI
OTE:
6ARACE RECEPTACLES 43
3 \ 1 TO BE +18" MIN. A.F.F. x
x 068 \ n
)'2 LITE I 22 q3%
`6 6x10
/ `I > 10080 BARN DOOR
14.3' _
=LOOK PLAN 1/4" = I'-(
PERMIT# 616-200)
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE -(e':(
AREAS:
GARAGE AREA: -Fr7l-5Q. FT.
PORCH AREA: 300 SQ. FT.
ReNslon:
Date:
By:
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Y (
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* No. 2128
7/1
ILINSKI
PETAGHED
SHOP
Date AUGUST 2016
Stele
Dmw' GAS
'ob I6-2216
sneer
IN
Sheets
N
O
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Y (
m
SOLID
P.T. SILL W/Y2 " DIA. x 12" ob. ® V O.G.
AND 12" MAX. FROM ENDS W/
3"x5"x.2241" PLATE WASHERS, TYP.
GONG. SLAB, 5EE
FOUNDATION PLAN
#4 ® 4'-0"
FINISH SRAD'E—IIII I dl ll�
hIIhIIhIII;�IIIIJII�I b�
NAT.6RADEIN. a
111111111.,,,111111, a
#4 TOP 8
BOTTOM
PERIMETER FOOTINO
F-4 I" =
ROOF PLY:
5HEARPLY;
SEE PLAN
2
R- I
ROOF TRL
Ibd SINKERS
®8" O.C.—
A55 ® 4'-0"
O.G., TYP.
U.O.N.
I" MIN. AIR
SPACE TO
INSULATION
VENTS
E,4\/E DETAIL
I" =
3/g" GDX. PLYWD. OR
05B w/ 8d'5 ® 611,12"
O.G.
2x6 SOLID
ELKS.
ibd SINKERS
E.N.
5HEARPLY; SEE
FLOOR PLAN
,435'5
2'-0" O.G.
I6_ E.N.
5HEAR TRAN5FER
R-108 III = II -011
ROOF NOTES:
I. 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'-b" ® 6:12 PITCH
4. ROOF COVERING SHALL BE:
COMP. SHINGLES o/ I5# FELT 0/,IT GDX
OR 05B. H/ 8d'5 ® 61,12" O.G.
5. REQUIRED ATTIC VENTILATION:
1800 / 300 = 6.0 50. FT. OF NET FREE
AREA VENTILATION REQUIRED.
-LOIN VENTING: PROVIDE (10) 5�"x228"
SAVE VENT5 ® .33 50. FT. EACH. TOTAL
LOW VENTING PROVIDED: 3.3 50. FT.
OF NET FREE AREA
• HISH VENTING (LOCATED MAX. V
VERTICAL BELOW RIDGE): PROVIDE
MIN. 13' CONT. RIDSE VENT ® 0.125 50.
FT. PER FT. $ PROVIDE (4) LOW
PROFILE DORMER VENTS ® .45 SQ. FT.
TOTAL HISH VENTING PROVIDED: 3.43
SQ. FT. OF NET FREE AREA.
COMP. SHINSLE5 o/ 15#
FELT o/ Y," COX OR 058.
H/ 8d'5 ®b", I2" O.G.
ROOF
5/e' SYP. BD. OR Yza
GD. BD. ® GLC.
(OPTIONAL)
I
GYP. BD. ® , (OPTIC
0
2x6 STUDS ® 1611 O.C.-
R-141 IN5UL. (OPTIONAL)
SEE FDN. PLAN
SECTION A-1 1/4":=:r
_]
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Is
Dale:
INo
l
N -
i
CONT. RIDGE
VENT
I
6:12 6:12
r
CN
N
0
F -ROOF PLAN 1/8" = I'-0"
SS�� S<,�,,`d
of
Ib" 50. x 12" DP.
Ubb
BASE, TlrF.
I I
I I
I
I / I
I L/ I
I 4" GONG. SLAB w/ #3 I
BAR ® 2'-O" O.G. BOTH
pJ I WAYS o/ 4" BASTE
I I
" GONG.
SLAB I I
I I
o] I I
I I
I I
I I
I
I I
2
FOUNDATION PLAN 1/8..
FOUNDATION NOTES:
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.
PERMIT
REVIEwtu ruts
O C DE COMPLIANCEn
DATE
Revisal:
Dale:
By:
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* No. 21283
v�
R . 7/17
BILINSKI
VETACHED
SHOP
Date,A000ST 2016
Scale
D'e" GAS
'°" I6-2216
Sheet
2
Of
Sheets
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 208/24D -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 II 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 ACOA Manual J or equivalent.
2. Size duct systems according to ACOA 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.
1 l - - -- -.- ----- - - -� If T I ] 111-7
TABLE 4.504.1
AID" ESIVE VOC LIM[TI,2
Lsgt Watt and Lost Ex2lnlstCompoundi h Gramtl por09?
ARCHITECTUR.4LApp LicATious
CUPPENTVOCUMIT
_
[TIckvircuretadhesives
53
Ca vzt padadboshvs
5)
Outdonr camel adhesh-ex
150
'►Void nr_.cri:na adhr shx?
100
RubN7 floQ r a( ksh rs
450
Suhfioor altksim
4"
Ceramic 31.E adhesivcs
65
'l'C7 and as lialttile adh si vs
5)
Drywall and pancIwdhcsii-ova
5 -In
Caen tsaas a dhkNi m
WOO
11ittltt.0 ,i-onsaurti0inadhmc hvs
700
StructrtraJ Elazin 'adhesiws
too
Si Qic: IA rm.ffnemtD.ta7lrSM,5
O
d3thcrndhesiw-snnts �c'fieallyli>tcd
3P
SPECIALTY APPLICATIONS
-
PVtC vrldine
IS In
CPV17 weldillZ
490
ABS wldjrn*
32
PI esticcement w,ldine
25n
Adlhesi vv, PrirnerFor plastis
550
Cantnsl adhesive
Rre resistive confln2u
.S'i P wL-d u M030WDta01 dhosia%+
250
Struchtml wnad mcmher adhesi.k
140
7v w and tri on adliesive
250
SUBSTRATE SPEfilFIC APPLICATiONS
Nlet<1l to metal
3)
PI astir foams
_5n
Pnrnusmated at(exee tw+ord)
50
'r,5'nod
4.?
F f cmgm s
Eta
1. If an adhesive is used it., lid di.similar aursrates together, the adhesive
with the highest VOC content shall Ir allcmcd.
2. T",-radd itionatinfntmationirepArdincmethods tom a-suretheVr3�'crnnknt
specified in this table, see South Coast Air Quality Manageanent Umtrict
Rule 1169.
TABLE 4504.2 _
SEALANT VOC LIFArF
Lis! Watera nd Loss Exempt Compounds In Graters per Litor
SEALANTS
CUPP ENT TOC LIMIT
Archlu cnttal
1
141adn deck
700
Tlanmvmbrzmax t
IX1
Medium demitr fib i -be d
Nontlat-hi Ea I.a.wzk-Bn s
Sin fc* lvr 1'mcml,ra ,
450
Other
420
SEALANT PAVAI:AS
ArOitvchfredl
Nonpxnus
Porous
2`a3
775
Midiflod bituminous
5 -In
?utati:ne d -N -k
WOO
Other
7�d)
TABLE 4SOd.3
?VOCCONIENT LIFAITS FOR AECHTECTURAL TIMIIS"
Grilingof VOC porLftIaTOlCoating,
Lots Water and Loss Exompt COinpou Hti1
COAT NO CATEGOPY
EFFECTIVE
illi -2151116
EFFt:Cn%r=
9/f.f2012
1~t.moontifi ;K
M
RM
Ntattflatcwtin _5
IX1
Medium demitr fib i -be d
Nontlat-hi Ea I.a.wzk-Bn s
t
0.1 .3
SPECIALTit COAnNnS
Aluminum roof m mines
Bnnetntntc. clalttcoatt
Bilintniftms roafcoatings
51
Bintminnns roof prilnerl
35J
Bomd tare*m
359
O
fe-na-eta onvirm onni mftb
3P
• W
(Imcretehnnsrnry waters
Ion
Drinway "ers
9
Dry bp coatin i
1Sr
Faua finittfifri' rcan$n s
i-++7
Rre resistive confln2u
119of coatior
a
Form-feleavecsm amis
250
Graphic art% omfines ftircPaints)
Mfg
I--i--I
lfr ;h tem ,rotate coatingg
420
lndLcW mal ntanzwcec4japs
150
Law solidsoni' i
IM
Mo e3ltecementcoatinxa
450
AR
�Sv0CA��F
Maack terme matin75
10)
McLallic r4kmeritod coati n :s
500
-kfulticotcx coofinp a
250
Pretmahren I wash Primers
420
MANDATORY
ihj.lnxas, TRa1P*tx. ant tindermatets
I M
Date l y'
Reactive pervir-0jing sea'Irr€' '
330
Reo,Med.coati
M
RootZmfin s
-55
Rust
SO
250
Shelters
iCkar
Opaque
7??
35;0
Rrcdrilly rjrne". wa emam DrAelerelkra
35.0
100
w%
2_90
Rom mt .Ndanta
fit?
swimming pool coat n x
110
Trsflic caadcinA waffinp
too
Tuts and tide refinish cwdnel
42210
wailer roofut rnernbranes
50
%:ndoDrdinp
275..
';;'gid
3511
Zinc-ftb primers
344
1. Grams of VOC per literof cnotirtg including vmw and including exempt
compounds.
2. 7 be spFclfred limits remain in effect unless revi+rdlimi is am -1 O ed in sub se-
quem columns in ttv tthle.
3. '46tues in th s table are ckriied from those specifetl by'tte California Air
Rmmrces Board, Architectural Coatings Su gesta:l Control 24iteosure;
Rbmary 1;'2008. More infomatrn Is arnlllable from cite Air itescurces'
Elnwct
TABLE 4.504.5
FORMALDEHYDE UM1TSf
Maaxfmumn Formaldehyde Eminsiorrs in Pgrts "r ldljllfort
PRODUCT
CURPENT LINT
flardwond rxo_dvzneercorrz
0.l:35
Flarchyood plywood corn _dgila cam*
RM
Particl&onrd
M09
Medium demitr fib i -be d
0,11
Thin medium density fiberfwoarti'
0.1 .3
1,, tltlue5 in this talalo my &d%vd fm0 m Ao90 sp acirti2d Irl the Call fomla Air
Re."raea Board- Air Tatics CtntroI Tvleavii te for Campo%Ite Hood n
fisted in arcefdance with ASTM E 1333. For addidolird infrnmati0n *rte
Caldr�2mfaiCedevfRegff&,r qF,,741e17,15ecUQns93120through913129.12.
?, Thin nrdiumd ittyritkit. ttlinvamaxi mum thlckTum.sof 5&irdtSrwnl.
PERMIT# ✓�p
BUTTE COUNTY DEVELOPMENT SERVICES
QREVIEWED FOR
CO(���,,EttCOMPLIANCE
DATE
THE PROJECT MANAOER OR OENERAL CONTRACTOR
N I LL BE THE RESPONS I BLE PERSON TO COLLECT AND
PROV I ISE VERIFICATION OF CALOREEN GOMPL I ANGE TO
THE BU I LD I NO INSPECTOR PRIOR TO BU I LD I NO FINAL.
1' 11_7 T _-
Revisloo:
Date:
By:
Fall
Ir -
00
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* No. 21 83
RE /17
ALOREEN
MANDATORY
MEA5URE5
Date l y'
Ogre ; i
Sheet
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