HomeMy WebLinkAboutB17-0736 000-000-000C ENERAL. NOTES
G-I.I
CONCRETE
I. CONCRETE TO BE 5 SACK MIX, 2500 P51 ® 28 DAYS
2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED
BARS -TYPE N OR 40.
ROUGH CARPENTRY
I. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE AND
FIRE STOPPING TO OUT OFF CONGEALED DRAFT OPENINGS AS
REQUIRED BY CODES.
2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE GRADES
INDICATED OR BETTER (NNPA GRADING RULES) UNLE55 NOTED
OTHERWISE.
CONGEALED 4x BEAMS 4 POSTS ......................... NO. 2
EXPOSED 4x BEAMS $ POSTS...............................NO. I
6x BM5 4 P05T5.........................................................NO. I
2x JOISTS AND RAFTERS........................................NO. 2
STUD, SILLS, PLATES...................................................NO. 2
SILLS ON CONCRETE...................................................PTHF
MISC. FRAMING NOT NOTED....................................NO. 2
3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL MEET
THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS P5 1-55.
4. NAILS AT PLYWOOD PANELS SHALL HAVE 5/8" EDGE DISTANCE AND
SHALL NOT PENETRATE FACE -PLY.
5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL 5HEATHING SHALL BE
LESS THAN 12" IN LEAST DIRECTION.
6. FRAMING HARDWARE SHALL BE 51MP50N 5TRONG-TIE OR APPROVED
EQUAL, WITH CONNECTORS AS SPECIFIED
7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO
FOUNDATION.
5. PROVIDE FIRE BLOCKING IN CONGEALED SPACES VERTICALLY AND
HORIZONTALLY IN ACCORDANCE w/ 2016 GRC, SECTION R302.11.
01. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD
SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, 51LICON
BRONZE OR COPPER. THE COATING WEIGHTS FOR ZING COATED
FASTENERS SHALL BE IN ACCORDANCE w/ A5TMA 153. 2016 GRC,
SECTION R317.3.
10. EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) Ibd (5�" x
MIN., TYP.
11. TYPICAL FASTENERS SHALL BE INSTALLED IN CONFORMANCE w/ GBG
TABLE 2304.01.1.
12. STRUCTURAL COMPOSITE LUMBER SHALL BE VERSA -LAM Fb3100 OR
VERSA -RIM AS MFR. BY 5015E CASCADE.
13. BEARING WALL HDRS. SHALL BE 4x10 #2 OR 6x8 D.F. #1 MIN., TYP.,
U.O.N.
P.T. SILL N/ Y2 " DIA. x 12" A.B. ® 6'
O.G. AND 12" MAX. FROM ENDS N/
3"x3"x.22'1" PLATE WASHERS, TYP.
it FO NDA TION 5LABPLAN
n
CARAOt= FOOTING
F-18 I" = 1'-0"
LINE OF 5TEMNALL
BEYOND
" FELT TYPICAL
STRIP EASED EDGE
DRIVEWAY GONG. SLAB 5EE
SLAB f(�Irtl FOUNDATION PLAN
11 1
12" MIN.
TYP. U.O.N.
CONT. #4 TOP
4 BOTTOM
ml
C ARAC F. DOOR Ofi F -N I N
F7141 I" = 1'-0'
COMP.
SHINGLES
2-00AT STUCCO o/ I" -
FOAM o/ (2) LAYERS
GRADE D BLDG. PAPER
OR Ea. PER 'WESTERN
- I-KOTE' SYSTEM OR Ea.
(UER ER
4" GLR. TO EARTH AND 2" TO
GONG. FOR WEEP 50REED -�
COMP. 5HINGLE5 o/ 15#
FELT o/ y2" GDX OR 055.
w/ 8d'S a &"'12" O.G.
SEE ROOF
PRE -MFR.. �
TRUSSES
R-38 I NSUL.
(OPTIONAL)
5/6" GYP. BD. OR y2"
CD. 5D. ® CLC-.
Y2" GYP. BD. ® WALLS 01
O 2x6 STUDS a 16" O.G.
1
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(OPTIONAL) -A
-
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SEE FDN. PLAN-� if
5ECTION A-1 1/4" = 1'-0"
EAST ELEVATION I/8" = 1'-0"
W1=5T ELEVATION 1/5" =1'-0"
SOUTH 1=L1=YATION 1/5" = 1'-0"
NORTH ELEVATION 1/4" = I' -C
25'-0"
FOUNDATION PLAN 1/5" = 1'-0"
FOUNDATION NOTT=5:
I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE
SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN
b" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2016 GRC, SECTION R401.3
2. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL.
t U'? -1 E COUNTY DEVELOPMENT SERVICES
EV' WWED FOR
ROOF NOTE5:
1. ROOF FRAMING SHALL BE:
PRE -MFR TRUSSES a 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 COVERING SHALL BE:
COMP. 5HINGLE5 o/ 15# FELT o/ y2" GDX
OR OSB. w/ ad'S ® 6", 12" O.G.
5. REQUIRED ATTIC VENTILATION:
1400 / 300 = 4.67 501. FT. OF NET FREE AREA
VENTILATION REQUIRED.
• LOW VENTING: PROVIDE (7) 32"x228" EAVE
VENTS ® .5550. FT. EACH. TOTAL LOW
VENTING PROVIDED: 2.31 50. FT. OF NET
FREE AREA
• HIGH VENTING (LOCATED MAX. V VERTICAL
BELOW RIDGE): PROVIDE MIN. 101' CONT.
RIDGE VENT ® 0.125 50. FT. PER FT.
TOTAL HIGH VENTING PROVIDED: 2.38 Sa.
FT. OF NET FREE AREA.
5HEARVqALL 50HEDULE :
SYMBOL: SHEARWALL:
/\ 5/g" GDX PLYND. OR 055
w/ 8d'5 a 6 ", 12" O.G.
5/g" GDX PLYWD. OR 055
Q w/ 8d'5 a 4", 12" O.G. w/
4x STUDS ® ADJ. PANEL
SPL I CF -5
Q5/8" GDX PLYND. OR 055
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A:2
5/8" GDX PLYND. OR OSB
N1 Sd'S a 2", 12" O.G. w/
4x STUDS ® ADJ. PANEL
SPL I GE5
1. NAILS SHALL BE COMMON NAILS (2Y2"x.131"), TYR, U.O.N.
2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGE5 BLOCKED.
ROOF FLAN 1/8" = 1'-011
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GOVERNING CODES:
2016 GBG, 2016 CRO 2016 CEG, 2016 GPO, 2016 GMC,
2016 CFC, 2016 CALIF. HEALTH 4 SAFETY CODE AMENDMENTS
2016 GAL I F. ENERGY CODE EFF I G I ENCY STANDARDS, ZONE I I
2016 CALIF. ACCES5151LITY REQUIREMENTS AMERICANS w/
DISABILITIES ACT; 2015 EDITION NFPA 101, 2016 C5550
OCCUPANCY GROUP: GROUP: U
ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503)
ALLOWABLE AREA: 3,000 S.F.
ACTUAL FLOOR /AREA: 1400 S.F.
ALLOWABLE STORY/HEIGHT: (1) STORY / 40'-0"
ACTUAL STORY/HEIGHT: (1) STORY / I5'-6"
CONSTRUCTION TYPE: TYPE VB
AUTOMATIC, SPRINKLER: NO
NI LDLAND URBAN FIRE
INTERFACE: NO
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36" 50. x 12" DP.
GFI
AUTOMATIC GARAGE
I. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE
FTG. w/ #4 BAR ® _V
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w/ GFI OUTLET
2. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE
FOUNDATION PLAN 1/5" = 1'-0"
FOUNDATION NOTT=5:
I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE
SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN
b" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2016 GRC, SECTION R401.3
2. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL.
t U'? -1 E COUNTY DEVELOPMENT SERVICES
EV' WWED FOR
ROOF NOTE5:
1. ROOF FRAMING SHALL BE:
PRE -MFR TRUSSES a 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 COVERING SHALL BE:
COMP. 5HINGLE5 o/ 15# FELT o/ y2" GDX
OR OSB. w/ ad'S ® 6", 12" O.G.
5. REQUIRED ATTIC VENTILATION:
1400 / 300 = 4.67 501. FT. OF NET FREE AREA
VENTILATION REQUIRED.
• LOW VENTING: PROVIDE (7) 32"x228" EAVE
VENTS ® .5550. FT. EACH. TOTAL LOW
VENTING PROVIDED: 2.31 50. FT. OF NET
FREE AREA
• HIGH VENTING (LOCATED MAX. V VERTICAL
BELOW RIDGE): PROVIDE MIN. 101' CONT.
RIDGE VENT ® 0.125 50. FT. PER FT.
TOTAL HIGH VENTING PROVIDED: 2.38 Sa.
FT. OF NET FREE AREA.
5HEARVqALL 50HEDULE :
SYMBOL: SHEARWALL:
/\ 5/g" GDX PLYND. OR 055
w/ 8d'5 a 6 ", 12" O.G.
5/g" GDX PLYWD. OR 055
Q w/ 8d'5 a 4", 12" O.G. w/
4x STUDS ® ADJ. PANEL
SPL I CF -5
Q5/8" GDX PLYND. OR 055
3 w/ Sd'5 a 3, 12 O.G. w/
4x STUDS a ADJ. PANEL
5PL I GE5
A:2
5/8" GDX PLYND. OR OSB
N1 Sd'S a 2", 12" O.G. w/
4x STUDS ® ADJ. PANEL
SPL I GE5
1. NAILS SHALL BE COMMON NAILS (2Y2"x.131"), TYR, U.O.N.
2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGE5 BLOCKED.
ROOF FLAN 1/8" = 1'-011
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GOVERNING CODES:
2016 GBG, 2016 CRO 2016 CEG, 2016 GPO, 2016 GMC,
2016 CFC, 2016 CALIF. HEALTH 4 SAFETY CODE AMENDMENTS
2016 GAL I F. ENERGY CODE EFF I G I ENCY STANDARDS, ZONE I I
2016 CALIF. ACCES5151LITY REQUIREMENTS AMERICANS w/
DISABILITIES ACT; 2015 EDITION NFPA 101, 2016 C5550
OCCUPANCY GROUP: GROUP: U
ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503)
ALLOWABLE AREA: 3,000 S.F.
ACTUAL FLOOR /AREA: 1400 S.F.
ALLOWABLE STORY/HEIGHT: (1) STORY / 40'-0"
ACTUAL STORY/HEIGHT: (1) STORY / I5'-6"
CONSTRUCTION TYPE: TYPE VB
AUTOMATIC, SPRINKLER: NO
NI LDLAND URBAN FIRE
INTERFACE: NO
Revision:
Date:
3068
13T
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2050 5H
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GARAGE AREA: 1400 SQ. FT.
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HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY 5EN50R.
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FANS PER 2016 SECTION 314.27 (a 4 CO.
AREA5:
2.
ALL EXTERIOR LIGHTING FIXTURES SHALL BE SUITABLE FOR
H
DAMP LOCATIONS"
3. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE
GARAGE AREA: 1400 SQ. FT.
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2016 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 1.2 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 505/6 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 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.
. ......... . .
A!R'CHITECTU,fly L APP U CATIONS
CUPP ENT VOC LIMIT
T.rLcir r t .d h r
est
_t ,x W idhekbvo°
700
-fbt
V1,111 t cwt[�ing
15.
"_'Od .ilii n" 4d1h iw
Irci
by I�aa�r nsihii�
101. 13
- ufflcinr 'ladl°I�" i'v
4
C ct�i.iriic ;ti1�� arJh�~ ivs
Sgt 'I end feat t til aGll hL i. �°s51
Architectural
1 Cat? l' ou
[�
Porous. t7:w
v_
shlo d itiod hitumift,50;
1
IVli lti .Hn ;; a=�:ra.strrant inn a'l�:I�
tµ
trLic1ur,U 4azirl ; ai tie i =;
5��mla_, 71� i�,.:�v�1i
Imo?
250
s r_'_ ", tflr_ l i 'E I.I tom'
EE I TTY APPLICATION
3-53
161 in"i
310
CVi °eld.in—m
I
an�rttm�a isir;
t Wd
F1n� t.:c c ru' rit. ."I di n
25
'dts ,ive- wi a v2, r fnr
550
a�
.j elK,ib-„ tti N;1 es �ae7�tae ailht°.sit'Elm'..
...�
Sti Lisa tatrAJ Iv orld Tnerr- her adli sive
I4 i
2# and 1,im i -1h ive
250
11 B54 TRATE 6 F'E -I Fl C A PP LI fnftTK-9 14
9 °til to w'411
.`
F"1u_:dc- fcoan-I
wrn w t1
Ptdri ou": niate°riart (except °-72*T)
H
Nffib ng]
2 :
_h 1i N
1. 1f" au -1 ad fic'=e hn Wei tc 4 N,,-od dLssi "tar s lhstnt s Lv? tt r. the adhn, iv
,with the hi :hcsi: %°V,_)`cont m, sha I Ite atlov,%ryeL
v 1 gar a:t liti�°`nit infix rrn ati� an r.0 rii:ug trte Il irks tea rigaii i ttfw "`tni 11et at
spef. i lii d in tit ; table, scv c uth Crmst .-tsir Q iia i ty Mana.,genwint Di mrict
1e°_u 1 1 tom:
TABLE X04.
SEALANT YQC LJMrT
Ls,%a Lpss Exmpt Cm,poen ah'ms per Liter
SEALA,,NTS
CUPPENTV0CL VAT
EFFECTIVE
V1112012
0--1 it
4,& ri rw d ei
700
-fbt
V1,111 t cwt[�ing
j t'
Roadihw
py
iJi le l Y ffoof rn etnlara r
101. 13
Other
4
SEALANT'PIARAEAS
Architectural
1 Cat? l' ou
[�
Porous. t7:w
v_
shlo d itiod hitumift,50;
1
a:fine day
0)
C ttler
a
71A OLE 4SO4�3
GiTarm of VOC por Ll W- of
i
COATINC,01112tio
EFFECTIVE
EFFECTIVE
V1112012
0--1 it
1
-fbt
V1,111 t cwt[�ing
j t'
toleidim deffsit2 flb,.trtnW
py
Thin rn c - eta-n4ty :fityr s 2
101. 13
SPECIALTY COATINGS
Ala nai.nu m roof co a ing
°
Bibiminftus roofc50
AA
V\
tituiiyinu.r� ri
30
Mid hw
3-53
yds& cm, m . wn aap s
315
an�rttm�a isir;
t Wd
y Td�i . tllj�;
1
Hoax lin hiti . oovlin s
3 R),
Fin r %ntive c "fe-3
350
wrn w t1
l
H
.. ni-tek aw) ctawouvds
2 :
u
High t m t pera in coatiqw.
M�
1i i3 o,zi In i m, i ll" ccorlD .
250
Low sti& cma t eti'
1
, ite rnval Cc lliz. s
45
Mm, tv t nnitre. matin
1091
°d
A
foe- lli ` . iiu tod
530;
ulticot tin S
_2
�1
retraan tW sh ` rs
4 1
friar ,,;rj;_segets, ml tintle oatim
ll
M
Reactive A a Ili SCAM
pe,m ted, � atin 's
25;0t
R,*,tf aw,tit�Tggs
153
y p q i�Al
hdl ws
Clear
Op ac tae
m ltd . tie,ax seakm and aokk"Mm4ef
350
to
RIM
'2T
omI -Jim
iattnaian poole i%n
3 aNi
I'ratf fic tn4&ift c* atimplm
Teti and fil# r 'iiiii h
4 til
W3V,rPvYdfflg 04—utt3ant
250
ed coatinrs
275
WC,,vid pmNlrafiv4s,
3If; 0
tri%r,i,,,b primeofs
34
1. ramis sof "t 1«,r liter of coating. including %-&ter" iriclucliflLa ev'empt
comrtf°,ctn=dk.
a 7beTeAfledlirnits t imi in.iri¢xtTe t inl 9 r i�dliinitsar I:i ed in iiti e
eluent columps in the tante.
. Values in this table are €iYod, from. titrate spaL11k d by the Califbniiia Aire
Resf1irces Boarrcl, .Arc hit ctur l CfoatingS Summed t~ oritml Nfea,s'n'ta
F'Obntafy 1, 2008, t:)v inf matif)v is :i,.faAab1e_ from die Air 1��s trams
o rd.
TABLE 4.5045
FOR EL t
Ainxilm i orm tri f'trrfi Ejmiss�rm In rt* .t` I - Alf -ion
PRODUCT
1 BREW LRAT
Hardwood plywond veneercore
0,05
l4'�t mdwood PlYwoold, t ill , it it +.Alit
toleidim deffsit2 flb,.trtnW
R11
Thin rn c - eta-n4ty :fityr s 2
101. 13
I, �,41U ; ill tliig L-Ihik, ON, i rN'od from l nso spocil"led by the C tilitfomia Mr
2�.-Yw v� Boad- fir Toxics Control IvIemote 16f COMMKIte Wand;
sw(l in accadawe with TI%413 13 33-9. or addi ian l in ation-
�rii, Titl. 1`, tri 1laiah� i.
12.,
2.
Thin .tittirrl o- ° I12z inaittitl�rl rt ri�lrrr elf' , i ruinl:
ERMIT #
BUTTE COUNTY DEVELOPMENT S€ PVIC1_S _._...._.
AR RE V IE F-- >
DATE
NOTE:
THE PROJEGT MAN,4CCER OR CENERAL GONTRAGTOR
WILL BE THE RESPON518LE PARSON TO GOLLEGT AND
PROVIDE VERIFICATION OF GALGREEN GOMPLIANGE TO
THE BUIL,DINC INSPECTOR PRIOR TO 5UILDINC SINAL.
Revision:
Date:
By:
°
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s�0 ARcy
ORY
A.
*
No. > 2128
R
7
C.
BUEL A
ETAGHED
C ARRC E
Date
MARCH 2011
Scale
Drawn
LH
Job
IIT -2502
Sheet
2;1
Of
Sheets
2
0-
66 66
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N
r -I
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N
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04
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