HomeMy WebLinkAboutB17-0135 047-640-002Butte County Department of Development Services
PERMIT CENTER
7 County Center Drive, Croville, CA 95965
Main Phone 530.538.7601 Fax 530.538.7785
www.buttecounty.net/dds
PLEASE PRINT CLEARLY
" "RCHITECTIENG]NEER,; ,,,,
Name �� r
Mailing Address
City State Zip
Phone Fax
Email Cell
CA State License No.
PERMIT NO: FORM NO
DBP -1
BIN NO:
PRbJECT LOCATION
APN
(o o - o0
Propertyddre(sss j
44 2'J C1 GI �1(I
City Location must not be in the city limits of Chico, Gridley, Oroville or Paradise,
Cui cz)
http //gismaps buttecounty net/flexviewer/bcdatasearch/index.html
Policy Number A C b7b
Carrier
If hiring other than a licensed contractor, a certificate of worker's
compensation must be shown at the time of permit issuance
LENDING AGENCY fKIT
,,,,;�.:.:,
Name
Mailing Address
City State Zip
DESCRIPTION ,OR SCOPE OF:IIVOR a, -
%ori D
Mobile Home permits (other than installation, foundation, utilities & non-attached Z
structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click
below to see Manufactured Home Alterations and Permit Guidelines at:
http //www hcd ca gov/codes/mhl)/HCD Phone (916) 255-2501
Is this a Manufactured/Mobile Home (circle one) Yes / No
$''
—7, 0,3,o.
Living Area: Garage:
ZV_Z) s�
Open Area: Covered Area:
j TOTAL SO:
r Structure Built without permits
(- Proposed Change of Occupancy/Use - Note previous/current use below:
Zoning: Flood Zone:
SRA: IYESO INO13NPDES YES U NO ❑
Code Enf: YES LJ NO ❑ Legal Lot: YES ❑ NO ❑
':APPLICANT SIGNATURE AND DATE
Occupancy Type Construction
Date:
3-22 Fsubject
it Tech: Date:
Print e' n
LG r� C�e�Y�rZ f*When filed, this application and all supporting material bec s to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
Revised 7.20.2015 Paee 1 of 1
Department of Development Services
Tim Snellings, Director
Pete Calarco, Assistant Director
7 County Center Drive T: 530.538.7601 Buttecounty.net/dds
Oroville, California 95965 F: 530.538.7785
DEVELOPMENT SERVICES
NOTICE TO BUILDERS**
Before your building permit can be issued, your plans must be checked for compliance with the California
Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to
Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances
and approvals. There are some things you can do to expedite your permit:
- Make sure your application is complete.
- Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each
day that passes without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by
such permit is not started or completed within one year from the date of issuance of such permit (per Butte
County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a
maximum of two (2) times, provided construction progress has been documented by the Building Division
during each year during scheduled inspections. No changes may be made in the original plans and specifications
for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit
fee and additional plan checking and documentation may be required. Upon completion of work covered by this
permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or
any portion of the building for which this permit is issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY**
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit
applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at
the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only
if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be
deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The
current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration
of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and
deducted from any refund amount) to determine no work was done.
Fee/refund information can be read on-line at httl2:Hmunicipalcodes.Iexisnexis.com/codes/butteco/
"`When filed, this application and all supporting material becomes subject to the California Public Records Act. All public
information related to this application is subject to public inspection and will be posted on the County's website for electronic
access.
Permit Number: B17-0135 Date: 1/24/2017
Parcel Number: 047-640-002
Location: 4428 GARDEN BROOK DR, CHICO Phone:
Owner Name: WOLFE DONALD & MARY E
Description: REMODEL 210 (VAULT CEILING IN LR)
Signature of Applicant: Date: 1/24/2017
15 November 2016
BUTTE
COUNTY
MAR 2 4 2017
DEVELOPMENT
SERVICES
RE: Wolfe Ceiling Plan
Finalized Working Drawings and Documents for Permit Submittal
Hi Mary and Don,
Here are your finalized documents for the county permit application process.
Take the following items to the Butte County Department of Development
Services to apply for a building permit:
* (3) sets of plans stamped & signed by Greg Peitz
* (2) sets of Structural Calcs from Greg
* 11" x 17" reduction of floor and plot plan
* yourcheckbook
The Butte County Department of Development Services is located at 7
County Center Drive in Oroville. They are open 8:00 to 3:00 Monday
through Friday. You can either drop in or schedule an appointment by calling
538-6861. The staff will fill out the building permit application with you. In
the process, they'll ask for information that is on the plans such as a project
description, Assessor's Parcel number, your contractor's name and
information. They will also ask the estimated cost of project. Allow at least
30-45 minutes.
Partial payment of the total permit fee is required with your application. The
remainder of the permit fee is paid when plan check is completed, any
required revisions have been made and you pick up the approved set of
plans.
When you submit, ask how long they expect the plan check to take. You can
track how the plan review is progressing at Butte County's web -site:
http://dspermits.buttecounty.net/Search/permit.aspx.
When the plans have been reviewed, the county will notify you with a plan
check status letter or email. Be sure and let me know when you receive this
as they don't always notify me, too. I will do my best to see that any
required revisions are completed and turned back to the county as quickly as
possible.
The 4th set of plans is for your and your contractor's use. Additional plan
sets can be run now if needed, but remember these are not yet approved
plans and there could be changes before your permit is issued. If you want
additional plan sets or individual sheets, let me know. They cost $1.60 a
sheet.
As always, please contact me if you have any questions.
Thank you!
N i a
GREGORY A. PEITZ
ARCHITECT
383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719
BUTTE
COUNTY
MAR 2 4 2017
DEVELOPMENT
SERVICES
�17� 013
PER�,A!T #
BUTTE COUNTY DEVELOPMENT SE9VICES
REVIEWED FOR
CODE COMP' IANCE
DATE_--ffI. ( L: BY
Structural Calculations for:
F:Ti,C-�:- C'C' e �v/
JAStructuraADesign Data - Residential.doc
DESIGN DATA
Code used: 2013 California Building Code
Floor loading: Live loads:
Uninhabitable attics w/o storage: 10psf
Uninhabitable attics w/ limited storage: 20psf
Habitable attics and sleeping areas: 30psf
All others except balconies and decks: 40psf
Dead load —101bs/square foot
Roof loading: Live loads:
201bs/SF
Dead loads:
Typical roof —14 lbs/SF
Comp roof
Wind loading: Basic 3 -second gust wind speed (mph) 110
Wind importance factor, l 1.00
Wind exposure category B
Internal pressure coefficient, GCpi +/-0.18
Seismic: Seismic importance factor, 1
1.00
Mapped spectral response acceleration;
Ss
0.70
S1
0.25
Site class
D
Design spectral response coefficients;
SDS
0.579
SD 1
0.317
Seismic design category
D
Basic seismic -force -resisting system (s)
Bearing wall system — plywood shearwalls
Seismic response coefficient(s), Cs
0.089
Response modification factor(s), R
6.5
Analysis procedure;
Equivalent lateral force procedure
Project:
page
StruCalc 9.0 /
Location: ROOF BEAM StruCalc Version 9.0.2.5 11/3/2016 11442 PM
Roof Beam or
[2012 International Building Code(2012 NDS)]
5,5 IN x 13.5 IN x 18.5 FT
24F -V4 - Visually Graded Western Species - Dry Use
Section Adequate By: 96.6%
Controlling Factor: Deflection
DEFLECTIONS Center
Live Load 0.29 IN L/764
Dead Load 0.34 in
Total Load 0.63 IN U354
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180
REACTIONS A B
Live Load 2072 Ib 2072 Ib
Dead Load 2398 Ib 2398 Ib
Total Load 4470 Ib 4470 Ib
Bearing Length 1.25 in 1.25 in
BEAM DATA
Span Length 18.5 ft
Unbraced Length -Top 0 ft
Unbraced Length -Bottom 0 ft
Roof Pitch 7 :12
Roof Duration Factor 1.25
MATERIAL PROPERTIES
Read
Provided
24F -V4 -Visually Graded Western Species
83.19 in3
167.06 in3
Base Values
Adjusted
Bending Stress:
Fb = 2400 psi
Controlled by.
1127.67 in4
Fb_cmpr = 1850 psi
Fb' = 2982 psi
41509 ft -Ib
Cd=1.25 Cv=0.99
-4469 lb
Shear Stress:
Fv = 265 psi
Fv' = 331 psi
Roof Live Load:
Cd=1.25
16
Modulus of Elasticity:
E= 1800 ksi
E'= 1800 ksi
Comp. -L to Grain:
Fc - -L = 650 psi
Fc - -L' = 650 psi
Controlling Moment: 20671 ft -Ib
9.25 ft from left support
Created by combining all dead and live loads.
Controlling Shear: -4469 Ib
At support.
Created by combining all dead and live loads.
Comparisons with required sections:
Read
Provided
Section Modulus:
83.19 in3
167.06 in3
Area (Shear):
20.24 in2
74.25 in2
Moment of Inertia (deflection):
573.52 in4
1127.67 in4
Moment:
20671 ft -Ib
41509 ft -Ib
Shear:
-4469 lb
16397 lb
Side One:
Adjusted Beam Length:
Ladj =
Roof Live Load:
LL =
16
psf
Roof Dead Load:
DL=
15
psf
Tributary Width:
TW =
8
ft
Side Two:
plf
Total Uniform Load:
WT =
Roof Live Load:
LL =
16
psf
Roof Dead Load:
DL=
15
psf
Tributary Width:
TW =
6
ft
Wall Load:
WALL =
0
Non -Snow Roof Loaded Area:
RLA =
259
plf
SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Adjusted Beam Length:
Ladj =
18.5
ft
Beam Self Weight:
BSW =
16
plf
Beam Uniform Live Load:
WL =
224
pif
Beam Uniform Dead Load:
wD_adj =
259
plf
Total Uniform Load:
WT =
483
plf
/V 7-
-7
C^j
Cr If
>r
/J
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 500/. 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
a rea.
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.
TARE 4.504.1
,ASE I'VE VOA LIF.11ITO
L±�tt Wtltm, and Lm P Extsyn St Co"noundt Ilt Gpams mr Utw
A RCHITIECTURAL APPLI CAMONS
CUPPENTVOC1.'INTrT
Tr► rcar ,t adbic�ms
250)
Nil] di deeli
_ - 7 00
(5tilidoor t." et ndhesl,v
I J I
'Wood f1rxiTfra adfiesive
Iro
Rule y fl -),-.)r adh gives
t
Suffloor a ffliml
420
Cernmic tl+! adhe Ives
65
Vt: T and as lrnit tile ad he-i-wes
775
Drywall arrd Puncl
10110
Cove tor, -R idheives
5A
N -inti pu.rpi-_2 cons" tion ad[he-,,hw.
750
SStnacouraJ ^sarin ' adhes w
I
,_9iniI ly ft-nt mcinbrarr vdta sigY_m
:2-50
(-)Ih,r adivs iw- n i°St 5 of fi l " l ii IL%l
5
PECIAXTW A'PPLICA.TION
a+.Tway
T VC ;sel•dins
151n
CP 14r1q"wtddim
490
ARS,. vidimrpt
25
Plnr,tic g?merit weldi rip
250
Adlie,;i r e rin-wr For 21.nsti c
5i 1
Cnr gatit adh esi %v
_ 1 t1 'u ),,e gvNri ct a��hLssiv-1
trui_tium, J ',N-nnd tri. rinher adbo ivp
1=1n
'T+ _ and trim ax h ive
250
SUBSTRATE SPECIFIC APPL1CATI NS
y
X4_''Icll to Vr43, l
. t
PI amtic fcoarmt
5n
Pornut, rnateda I (eNce .t-wxy,-d) _
51
Wo nd
3,70
Mtl7,neslte cea ,vnt cocitin js
1. 1f an adbosiver, used to bm-d di ssirnilw "substrates tng�dl r, the adl��sime
w1th the highest VOC content shztl l 'b alla A -d-,
2. I -or ridd:iti nail informations sanding tneti-oj!; to rn_a-sure the VCCcontent
specified in Ibis; tablo, see Sauth Coasa Air Quality an.iZernent r)v,,trict
Pule ,I16p,*.
TABLE 4A!504,2
SEALANT YW LIMrT
Lr Witerxand Lost. Exempt Compound's In Granas prLitor
SFALANTS
CUPPEWV0C Lfht'IT
iAfCllirx t (l1f rl
250)
Nil] di deeli
_ - 7 00
Nn rnrnt+rl fi
f1.CK� _
C?narl>��ly"
t1.1 1
.esi uole- P I rxxrtneinbmn
0. L3
0tlier
420
SEALANT P AIPAERS
Archir�ctur-;al
Non p-wnu
Porious
775
lklodifii.d hiturnincim
10110
Nla rine d,wci:
7
Other
750
i. # a
VOC .. FOR
* R i
GT11rhl Of VOC 01 Coifflng,
Lim Water i1d Lns Ex4mript Cetlnitc;i�16
COATING CATEWPY
EFFECTIVE EFFECTIVE;
V1126199 1N201
Flat +lti.n
Nonf14t , rinyr
1
Rinfilt-r' h pt-mltx mttin f
f1.CK� _
SPEC1 ALLY+CCiAnNC,
t1.1 1
Ate mitiro fn roof co atirnrp=�k)
0. L3
Nivat iredalty Coifi %
44)
Rita.ninousr xonf continos
51
Biluniinovs,A-ic4 priffvns
3500
PAnd breakers
3f
GALGREEN
MANDATORY
MEASURES
IGN- ictl0k, Etl ikN onil pm fltl
,ice
Drawr
C6ncrete mng, mr DI f;Q
1W
a+.Tway
50
fntxnntirtst
1+
Fauxftni-shing OM6ngs
Tire regilstive CL' adinov
350
Rvn-pla aw cram _ to ad g
2j
Crnr hicartT.o-mun2s fain tm irttm)
Yp
Hiptt fern porainre coat l
Indlisrifal in iffreflance ccatimp
250
Mtl7,neslte cea ,vnt cocitin js
4 ?
httts� t�lctttl� Butlin s
1 �tY?
feUlic -4pfflentM oo3tii1 ;
500
Multictilar rtdn 5
25)
Pre treatffrn't viash rirri437)
Naw.rs. 3ler , and undlffmiters
l l?►?
Re active -prPtimib ng sedm
191
Re a. -test: c* ati s
2°01
�Pf ,ings
fen at r0mftfxftvmffftP
t
250
shell;*: s r
0k ar
Opaque '
^13)
5 �)
��Iral riimerc. ift and ander ak;-p%
1 ?
too
�sytmiil p ro jg ¢
Strim
4971
Swimming Dl iii fl gv
34-1
Ti-tTic.. cnnrn ci,ntin :s
ltd
TO anti We rcf"u ilh ccintirtn:A '
42 1)
Waterpropfungmernbr an s
Food eontias
275
'd pn, xryalivvr
ire-a-ich remors-
1. gums of VOC per liter of coating. including %-a
ter and it ludin ; s e pt
com fr_rinids.
2. "] ieTectfiedIimitsre.mainineffectLin l reviscdIimitsareIistedineaabse-
clumt coltimafs in the taNte.
R WLies in this table are dern qed frim these spec- ifrtl by thM Cali 116114a Air
Re%mrrces.Boarct, Axchitectllrat Cioatings'SugTestei Control Nlinsure;
Rb uar7 1, 2008. Wre 'information is ava1able from the Air P-p"ir s
Boa rcL
Wet 4.504.,
FQRmA Lor=PAYDE LIMITS'
Maxf-m uin Form tdphtrdo, Etnissfons In Pnrtr. ti.r 7,111iflon
PRODUCT
CURRENT LINT ;
Hardwood .Ivwood n *reor+r'
llxdw ood .1ywo7.d ilnm nit+' L), -)re-
0.
i�rticlehrrand _ - -
f1.CK� _
*ILA ium d emity itx rtx°eenl _
t1.1 1
Thin mc -1 um+d�::&itvf1)erl-,-tYt 2
0. L3
I. It1u� n this tahlo arra., dz6,d from t lcx ei ifted try the Cntifo mia fir
Per nufmks Bo ard. Air -Toxic. Cmtrnl Wal su,2 for -Cam , Wood n
to .ted in oc ordj nce witli ASTIN1 E 133-3. For add iii one-il inform ation- _N�e
CiT'�rim�faCv det Q,egre&rriovP,7itic17, Sz c ti n n s 913 12 0thrroggh1�3120.12..;
2. Mein radium i lL itV fil tfi_t txllU� a TITdmuffs tlIicka I c►f " itac111� rnrn i..
wl.MIT #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
/Cc�ODE COMPLIANCE
DATE f !i
NOTA
THE PROJECT MANACER OR GENERAL GONTRAGTOR
WILL SE THE RESPONSIBLE PERSON TO GOLLEGT AND
PROVIDE VERIFICATION OF GALOREEN GOMPLIANGE TO
THE BUILDING INSPECTOR PRIOR TO BUILDING SINAL.
Revision:
Date:
By:
F ---I
�W
Fyi
GALGREEN
MANDATORY
MEASURES
Date
201-1
Scale
Drawr
Job
Sheet
CG
Of Sheets
E
IL
L0
Iq
CV
N
rl
ti
ei
O
N
M
ri
_. __. � _ _._�.- ---.__ I _-
r _ ,
I