HomeMy WebLinkAbout041-610-002s F `ti O a S x.,jta - xtt
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LAND DEVELOPMENT SHEET o a
ENCLOSED
041-61-0-002 99-0175A
041-610-002 99-2009 KRISMA GILBERT
GILBERT, ROBERT 3332 WILLIAMS RD, OROVILLE
3332 WILLILAMSROAD, O OVILLE (AG _ -�
CONTR: OAK TREE CONE yCTI(�1 OATS SHEET)
NEW SINGLE FAMILY SSS
041-610-002 PERMIT #99-2785
GILBERT, Krisna
3332 Williams Rd., Oroville
Cont: Berger Construction
New Single Familyh,,.p /6
041-6610-002 00-0106
GILBERT, KRISNA fl IW&4 r9
3332 WILLIAMS ROAD, OROVILLE
CONTR: FOX COMPANY
FIRE SPRINKLERS FOR BPlt99-2009
041-610-002 05-1258
BOURER, NICOLE
3332 WILLIAMS RD, BUTTE VALLEY
Cont: CLASSIC SPA INS'
POOL FIBERGLAS
-a A
I
,I
c, -
BUTTE COUNTY
' DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530).891-2834 (CHICO)
OFFICE #: (530) 538-7541
PERMIT NO.
P051258'
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS.
LICENSED CONTRACTORS DECLARATION
_+
I hereby affirm under penalty of perjury that I am licensed under
provisions of Chapter 9 (commencing with Section 7000) of Division 3 of
issued Date: 05/26/2005 APN: 041-610-002-000
the Business and Professions Code, and my license is in full force and
effect.
License Class: - License Number:
Site Address: 3332 WILLIAMS RD:ORO
Date: Contractor:
Map Index:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the
Description: NEW FIB -GLASS POOL 247 SQ.FT.
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
permit to construct, alter, improve, demolish, or repair any structure, prior
Owner: NICOLE M. BOHRER
to its Issuance, also requires the applicant for such permit to file a
3332 WILLIAMS RD
signed statement that he or she is licensed pursuant to the provisions of
the Contractor's State License Law (Chapter 9 commencing with Section
OROVILLE, CA
7000) of Division 3 of the Business and Professions Code) or that he or
95965-8374
she is exempt therefrom and the basis for the alleged exemption. Any
violation of Section 7031.5 by any applicant for a permit subjects the
(530) 894-7132 -
applicant to a civil penalty of not more than five hundred dollars ($500).):
❑ I, as owner of the property, or my employees with wages as their
sole compensation, will do the work, and - the structure Is not
Intended or offered for sale (Sec. 7044, Business and Professions
Code: The Contractors' State License Law does not apply to an
owner of property who builds or improves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such improvements are not intended or offered for
sale. If however, the building or improvements are sold within one
year of completion, the owner -builder will have the burden of
proving that he or she did not build or Improve for the purpose of
sale.).
Applicant: NICOLE BOHRER
3332 WILLIAMS RD
OROVILLE, CA
95965-8374
(530) 894-7132
I, as owner of the property, am exclusively contracting with
ylcensed contractors. to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
not apply to an owner of property who builds or Improves thereon, Contractor:
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contraictors' State LAnse Law.).
❑ 1 3W0
der Article !31ho Busine s d Professions Code
Date:Owner: / 11
WORKERS' COMPEN "TION DE L RATION
I hereby affirm under penalty of perj iy one oft ollowing declarations:
❑ 1 have and will maintain a certificate of consent to self -Insure for
workers' compensation, as provided for by Section 3700 of the
Labor Code, for the performance of the work for which this permit
is issued.
❑ 1 have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carrier and -policy number are:
Carrier:
Policy
C5\,,I certify that In the performance of the work for which this permit Is
issued, I shall not employ any person in any manner so as to
become subject to the workers' compensation laws of California,
and agree that if I should become subject to the workers'
compensation provisions,?f Section 3700 of the Labor Code, I shall
forthwithomplyrith th a provisions.
Date: ����/
License #:
Architect:
Engineer:
otal Square Ft:
Valuation:
Census Code:
WARNING: Failure o secure wi f ker ' compensation coverage Is
unlawful, and shall s jecl an emproyef o criminal penalties and one
hundred thousand d Ilars ($100,60 in addition to the cost of
compensation, damages as provided for In Section 3706 of the Labor
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY This pe
I hereby affirm that there is a construction lending agency for the Resolul
performance of the work for which this permit is issued (Sec 3097 Civ.)
Address:
do work
PERMIT EXPIRES ON
0 S. F.
$0.00
a€ applicabXfeave
ons of the Butte County Code and/or
we for w cbeen paid..
Date:
❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
O Notification in accordance with Section 18627.5 of California Health & Safety Code is not applicable to the sched ed construction of this project.
O Attached are copies of the required E.P.A. notification forms.
I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the my aulhori agent of the owner. I agree to comply with
,all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any fficial f rm r do menl of Butte County. I hereby
*2uthorize representaliXes of Butte CourW to enter upon the ab.Qve mentioned property for Inspection pyrpeses-, / ��
Print Name: G—Q ' Signature:
Date:
Owner 0 Contractor ❑ Agent for Owner
❑ Agent for Contractor
I
BUTTE COUNTY PERMIT
DEPARTMENT OF DEVELOPMENT SERVICES NO.
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS ITS -
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834
OFFICE #: (530) 538-7541
A FEE WILL BE REQUIRED A T TIME OFAPPLICA TION BIN
Website: www.buttecounty.nettdds
**PLEASE PRINT CLEARLY**
OWNER
Last. Nam
First Name
Address
�Lo
City
State
Phone
P�NeFax
E-mail
E-mail
CONTRACTOR
Name k-- e�-� 19
Address tvo �4'�'Loc>q bo
City
State-
zi'W10 I
Phone
Fax
,
E-mail
Lic. #
;_7 41, I's tia
Class
I
ARCHITECTIENGINEER
Name
Address <3o vdiodAvc-,, 5vwew
city
StateU.
z i, 0 0%,
Phone
(4 () <f .!� g� _0 3 7
Fax q
E -m
pV Poo P
State License Number
't�-Ap_ - 441.0
APPLICANT NAME
Name
Address �5
City&_t_T_,�"
Statj2,,'
Z%'g�
Phon��,
Fax
E-mail
IAPP,41PXNTASIGNATURE
X
For office u4e pOnly: ij
Zoning
14k
0 one
Cr et
os!f �Z_ _�_>j
SRA 1.(fe
y,)l
No
Occ.
Type Const. �//v
Subdivision Name
Map Book
Page
Lot #
Planner
Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
KAFORMS\BUILDING FORMS\BldgAppISubRqmts.doc
LOCATION
AP# 60 :?_
Prope'rry Address --Fcitv
0 "
ulu-I'Mes
I
Cr et
os!f �Z_ _�_>j
WORKER'S COMPENSATION
Policy Number
Carrier 5*4 1
I- V K)
If hiring anyone other than license contractors, a certificate of w6rker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
Descri t' norScopeofWork:
b
A
Sq. Footage 4-
0 Structure Built without Permits
El Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will be
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not
refundable.
ov '416 Aor - —
Re;ceived by: Amount: Z9 7, q(4!!�' Bldg
4 SRA
Receipt #4 Sheriff
7-SMIP
Other
Date: Total
Page 1 of 2 23 REV 2-24-05
/ qz, q111
�q
SUBMITTAL & PERMIT REQUIREMENTS
The following drawings and specifications must be submitted to the Building Division in order to apply for a
permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK.
l 1. ' Site plan, 3 r 4 sets, signed by the preparer of the plans. No graph paper!
2. Complete laps, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR
ngmeered plan r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes!
❑ 4. Energy compliance design and supporting documentation in duplicate.
❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in
duplicate.
❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor
plans in triplicate. All of these must be stamped and wet -signed by the engineer.
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required).
❑ 9. Site plan and business license approval from the City of Biggs.
❑ 10. Letter of intent for non-residential buildings.
❑ 11. Detached Accessory Building Form filled out by the owner (if required).
❑ 12. Hazardous Material Form (for Commercial Buildings only).
Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning
review (May require additional plan review upon receipt of the following items.)
❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required).
❑ 2. Impact Fees.
❑ 3. California Department of Forestry plan approval (if required).
❑ 4. NPDES Form.
❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
❑ 6. Contractor's license information. (Number, Name Style, Classification).
❑ 7. Worker's Compensation Carrier and Policy Number.
❑ 8. Owner -Builder Verification (if required).
❑ 9. Letter of Signature authorization (if required).
❑ 10. Recorded copy of Agricultural Acknowledgment Statement.
❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts.
P-' 12. Sanitation and site plan approval from the Environmental Health Department. 2 �� �0'U
���Q �h 0W
If you have questions or would like additional information regarding this process, -please contact a
Permit Assistant at (530)538-7541.
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one year after date of application. In order to renew action
on an application after expiration, a new application, plans and fees will be required.
REQUEST FOR FEE REFUNDS
Refunds can only be made upon written request by the person who paid the fee. The request must be made within two
years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits
issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not refundable.
OVER FOR BUILDING PERMIT APPLICATION
KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05
COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT
SERVICES -BUILDING DIVISION
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: �%D� /GL� NieDLL�pe-1 -G /0 - ®d 2
/ - ASSESSOR PARCEL NUMBER
Proposed Building Use: rj S Permit TechniccL� S
S Technician: Date:
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply.
1. Site plans, 3 or 4 sets, signed by the preparer of the plans.
2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ,.
3. Engineered plans, 3 6r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 4. Engineered truss details and layouts in duplicate. No faxes!
O 5. Letter from Engineer or Architect for truss design review.
Cl 6. Energy compliance design and supporting documentation in duplicate.
❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings.
❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in
duplicate.
❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these
must be stamped and wet -signed by the engineer.
❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate.
❑ 11. Letter of intent for non-residential buildings
0 12. Hazardous Material Form
❑ 13. Acknowledgement of building permit application without required clearances.
❑ 14. Other
\ Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable
❑ 16. Fire Sprinklers............................................................................................ 1.
❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent bye,
❑ -18. Soils Report and/or Engineered Foundation required ...........................................
19. Erosion Control Plan Required........................................................................
20. Fees as shown on the attached Schedule of Fees Due Sheet ..............................
21. City of Chico Plumbing permit........................................................................
❑ 22. Site plan and business license approval from the City of Biggs ..............................
23. California Department of Forestr plan approval ❑ paid. Sent by:
24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ...!...dS
25. Contact Land Development about _ Improvements, _ Drainage ........................
loe 26. NPDES Form.............................................................................................
❑ 27. Encroachment'Permit for driveway from the Public Works Dept ...........................
❑ 28. Contractor's license information. (Number, Name Style, Classification) ...................
❑ 29. Worker's Compensation Carrier and Policy Number ..........................................
❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) .....................
❑ 31. Letter of Signature authorization....................................................................
❑ 32. Recorded copy of Agricultural Acknowledgment Statement .................................
❑ 33. Existing violations and/or expired permits.........................................................
❑ 34. Deed Restriction..........................................................................................
❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ...:.....................
❑ 36. Other:
❑ 37. Other: �y/, �j
When issued Telephone � " * /� � -Ila LIW and hold for pickup.
I have been informed of'the above items and requirements for obtaining a building permit.
Applicant: r� IA�W(.�� Date: o"4
J
1. Index permit application for the apovevitems nwd: d Plan Check Letter
2. Additional items regZed i 7
Contractor, designer, dwner, was��dvised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner, wasadvised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date:
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date:
Plans reviewed bJ��Date:§e
Date: lans approved by: _ Date:
Structural reviewDateStructural approved by: Date:
Note transfer by:
Yellow: Building Division
'!n
TO:
Building Department
FROM: Environmental Health ����
SUBJECT: tioq Clearan
_S3 3����7 >l
Owner location
Plan Approved for: Sewage Dispos Water Supply: Public
Clearance for dwelling. Other
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental Health Specialist
8/96
E.H. USE ONLY
Rat Plan An.ch.d
Roos Plan Ansehad
Sonata G.D. !
AP##
Private Well\
V, "-x-� ��c
Date
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140
SCHEDULE OF RECEIPT OF FEES
Website: www.buttecounty.net/dds ! ^�
OWNER /J��=%� YV 1 C a A.P. # 4!�)
PROPROSED BUILDING USE �O OC� l / lj L?rLS DATE
RECEIPT # DATE REC.
�IBUILDING PERMIT FEES
--- Balance Due ..................... $
--- FEMA Flood elevation review ... $
--- Additional plan checking Fee.... $
2. SCHOOL DISTRICT FEES
(paid at School District Office) (form available after Plan Check)
3. SHERIFF FEES (paid at Building Division)
Residential............ X $360.00 =$
Units
Commercial (sq. ftg.)..... X $0..03 = $_
Sq.Ftg.
4. RECREATION DISTRICT FEES
(paid at Recreation District Office) (form available after Plan Check)
5. RESIDENTIAL DEVELOPMENT IMPACT FEES
COUNTY WIDE (per dwelling) $
CHICO URBAN AREA (per dwelling) $
EL MEDIO FIRE DISTRICT (per dwelling) $
NORTH CHICO SPECIFIC PLAN (per. dwelling) Zoning
6. SRA FIRE INSPECTION AND PLAN CHECK FEE
$204.98 (paid at Building Division)
7. WATER TENDER FEES BATTALION #
$200.00 (paid at Building Division)
8. SMIP
9. OTHER
10. OTHER
11. OTHER
At time of permit applicatit
may be changed durin the
APPLICANT
Pursuant to Government Code coon 66
have 90 days from the date of . proval of
protest are specified in Gove ent Code
Original -Building Division J Yellow-,
I
advise,6,the above fees are required to be paid prior to issuance of the permit. These fees
DATE U�
ereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You
from the imposition of the above mentioned items during which you may protest. The requirements for a
Pink -Owner .
(rev. 3/05)
CLIC p !6p
Department
..0 o u n t y
J. Michael Crump, Director
f Public Works
o f B u t t e
LAND DEVELOPMENT DIVISION
Storm Water Management Program
7 County Center Drive
Oroville. CA 95965
(530) 538-7266
(FAX) 538-7171
s
National Pollutant Discharge Elimination System (NPDES) Phase ll
Construction Storm Water Permit and Storm Water Pollution Prevention
Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE1
Project Description:
Project Location and/or Parcel Number:2 Ll Ayl S
610-002
By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB
1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit
from the State of California Regional Water Quality Control Board. Phased projects that contain
multiple site build -outs of less than one acre but when combined with subsequent phases total more
than one acre of disturbed soil will require a Construction Storm Water Permit from the 'State of
California Regional Water Quality Control Board.
I am aware that submitting false and/or inaccurate information or failure to apply for a Construction
Storm Water Permit from the State of California Regional Water Quality Control Board for a project
that disturbs one acre or mo of land -may-result in revocation of grading and/or- other permits or other,
sanctions provided t
Signed:
Title:
Date:
Less than l Acre NPDES & SWPPP Compliance Certification
Butte County Storm Water Management Program
Revised 5/24/04
STATS • P.O. BOX 420807, SAN FRANCISCO. CA 94142-0807
COMPENSATION
INSURANCE
FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
h POLICY NUMBF,P:
MAY 6, 2005 CERTIFICATE EXPIRES:
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER .
OR.WLLE, CA 95965
1620998-46
05-06-06
INCEPTION DATE: 05-06-05
@ 12:01 AM
STATE FUND - SACRAMENTO
L '
This is to certify that we have issued a valid Workers' Compensation Insurance policy in a form -approved by the California
_ Insurance Commissioner to the employer named below for the policy period Indicated.
This policy is not subject to cancellation by the Fund except upon ten clays' advance written notice to the employer.
We will also give you TEN days' advance notice should this policy be cancelled prior to its normal expiration.
This certificate of Insurance is not an Insurance policy and does not amend, extend or alter the coverage afforded by the
policies listed herein. Notwithstanding ahy requirement, term, or condition of any contract or other document with
respect to which this certificate of insurance may be Issued or may pertain, the Insurance afforded by the pollcles
described herein is subject to all the terms, exclusions and conditions of such policies.
AUTMOR12ED REPRESENTATIVE PpE51DENT
EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSH- V,000,00040 PER OCCURRENCE.
0
EMPLOYEF1
r
CLASSIC SPAS INC
1400 MELODY ROAD
MARYSVILLE, CA 95901
L
,,Qjgj�„►.,
So1F J0¢N (JREV. 5-01)
rn r_ ^nnv
RESIDENTIAL FIRE SPRINKLER
SYSTEM DESIGN BY FOX COMPANY
C-16 LIC. # 305365
PER REQUIREMENTS OF NFPA
13D. 1996 EDITION
------------
BERGER CONST.
GILBERT HOME
P.O. BOX 5304
AP 41-610-2 WILLIAMS RD.
OROVILLE CA. 95966
OROVILLE
CALCULATED FOR 1 HEADS
1'/14/00
WATER SOURCE IS WELL & HOLDING
TANK _.
------------
WATER PRESSURE IN HOLDING.TANK
45
DEDUCT.PRESSURE LOSS FROM SOURCE:"
TO SPRINKLER CONTROL -VALVE
MAIN SECTION EQUIV.FT.
2' PIPE _ .. 100 '. FT.
1 GATE VALVE = 2 FT.:
1 CHECK VALVE _ '8 FT:
2 ELBOWS _. 22 FT.
5 'COUPLINGS — ., 5 FT.
1 TEES (RUN) _. 1 FT.
0 TEES (BRANCH) _ 'O. FT.
TOTALS = 138 FT. X .0019
— 0.26.
44.74
DEDUCT HEAD LOSS FOR ELEVATION
( 25 FT. X 0. 434
—10.85
33.89
DEDUCT PRESSURE 'LO ' SS FOR PIPING'FROM.
CONTROL VALVE .TO FARTHEST SPRINKLER
PIPE SECTION ONE EQUIV.FT.
1" PIPE _ 140 FT.
7 ELBOWS = 49 FT.
0 COUPLINGS = 0 FT.
11 TEES (RUN) = 11 FT.
1 TEES (BRANCH) = 5 FT.
TOTALS = 205 FT. X '.034
— 6.97
26'.92
BRAND OF HEADS = CENTRAL #LF G.P.M.
— P.S.I. CONVERSION FORMULA:
K FACTOR OF HEADS USED = 3
(G.P.M./ K FACTOR)2
= P.S.I.
EQUIVALENT FEET CALCULATED @ 1 HEAD
1 HEAD = 14 G.P.M. FLOW ( 14 G.P.M.-EA.)
FRICTION LOSS `C' FACTOR = 150
MINIMUM PRESSURE REQ'D. FOR SPRINKLER HEAD(S)
= 21.78 P.S.I.
DOMESTIC LOAD OF 5 G.P.M.
2 IN. PIPE = 100 FT. C 19 G.P.M. f. 5 + 14 ]
_ .34 P.S.I.
TOTAL PRESSURE REQ'D.
= 22.12 P.S.I.
GQr }
PRESSURE AVAILABLE IN SYSTEM
= 26.92 P.S'.
RESIDENTIAL FIRE SPRINKLER
SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 305365
.PER REQUIREMENTS"OF.NFPA 13D. 1996 EDITION
BERGER CONST.
GZLBERT HOME.
P.O. BOX 5364
AP. 41=610-2 WILLIAMS RD.
OROVILLE CA. 95966
:.0 ROVILLE
----CALCULATED-FOR 2 HEADS
----
1/14/00
WATER SOURCE IS WELL&
HOLDING TANK
WATER PRESSURE IN HOLDING TANK
45"
DEDUCT PRESSURE LOSS FROM SOURCE
TO SPRINKLER CONTROL VALVE.
MAIN SECTION EQUIV.FT.
2'' PIPE = 100 FT'.
1 GATE VALVE = 2 - FT.
1 CHECK VALVE = 8 FT.
2 ELBOWS - 22• FT.
5 COUPLINGS. = 5. FT.
1 TEES (RUN) = 1 FT.
0 TEES (BRANCH) = 0 FT.
TOTALS = 138 FT. X .004
-.0.55
44.45
DEDUCT HEAD LOSS FOR ELEVATION
( 25 FT. X 0.434.)
-10.85
33.60
DEDUCT PRESSURE LOSS FOR PIPING FROM.
CONTROL VALVE TO.FARTHEST SPRINKLER
PIPE SECTION ONE EQUIV.FT."
--- ---------
I', PIPE = 140 FT.
7 ELBOWS =. 49 FT.
0 COUPLINGS = 0 FT.
11 TEES (RUN) = 11 FT.
1 TEES•(BRANCH) = 5 FT.
TOTALS = 205 FT. X .0719
-14.74
18.86
BRAND OF HEADS = CENTRAL #LF G.P.M. - P.S.I. CONVERSION FORMULA:
K FACTOR OF HEADS USED = 3
(G.P.M./ K FACTOR)2
= P.S.Z.
EQUIVALENT FEET CALCULATED @ 2 HEAD
2 HEAD = 21 G.P.M. FLOW ( 10.5 G.P.M. EA.)
FRICTION LOSS `C' FACTOR = 150
MINIMUM PRESSURE REQ'D. FOR SPRINKLER HEAD(S)
= 12.25 P.S.I.
DOMESTIC LOAD OF 5 G.P.M.
2 IN. PIPE = 100 FT. @ 26 G.P:M. [ 5 +.21 ]
_ .83 P.S.I.
TOTAL PRESSURE REQ'D.
= 13.08 P.S.I.
PRESSURE AVAILABLE IN SYSTEM
= 18:86 P.S.I.
TOX-Compa:Ry
3995 Olive Highway, Oroville CA 95966 916-533-273 / 916-533-1825 FA��
LiQ #305365 C-10, G162 C-202 C-36, C-43
Residential Fire Sprinkler
with Pump &Holding Tank
1.
Sprinkler Head
2.
Spring Loaded Check Valve
3.
Gate Valve
4.
3 -Way Globe Valve
5.
3001b Gauge
6.
2 Pole Flow Switch
7.
Alarm Bell
8.
Drain Ball Valve
.9.
Spare Head Cabinet
10.
Booster Pump
11.
Pressure Switch
12.
Pump Control / Low Water Control
13.
Holding Tank
Low Flow Residential
Pendent and Recessed Pendent
Glass BulbAutomatic Sprinklers
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Product
Description
The Central Model LF Residential
Pendent and Recessed Pendent
Sprinklers have the ability to cover
large areas with very low flow and
pressure requirements. This,
combined with the aesthetics of the
recessed glass bulb design, provide a
sprinkler that is attractive and cost
effective.
The Model LF is Listed for both 1550
and 1750. The 1750 Listing can
accommodate ambient temperatures
up to 150°F. This is an advantage in
areas where high ambient temperature
is expected.
The Model LF is Listed for up to 8"
below the ceiling which can provide a
significant advantage when
encountering ceiling obstructions.
Please note the flow changes
slightly for installations over 4" up to 8"
below the ceiling and for the 1750
temperature.
The centra* Model LF Automatic
Sprinklers incorporate the latest in
glass bulb technology, which results in
a much smaller more attractive
sprinkler. The operating mechanism
consists of a liquid -filled quick
response frangible capsule that is only
2.0 cm in length.
The Model LF Automatic Sprinklers
are intended for residential
applications in accordance with
current NFPA 13, NFPA 13D and
NFPA 13R Standards and Central's
Residential Installation Guide.
Operation: The glass bulb capsule
operating mechanism contains a heat -
sensitive liquid that expands upon
application of heat. Upon reaching
the rated temperature, the frangible
capsule ruptures thereby releasing
the orifice seal. The sprinkler then
discharges water in a pre -designed
spray pattern to control or extinguish
the fire.
Technical
Data
Model: LF
Style: Pendent and Recessed
Pendent
Escutcheon: Model GB Res./QR
Wrench: GB -20 (Part #1125)
Orifice Size: 3/%" (9.53 mm)
K -Factor: 3.0
Thread Size: '/z" N.P.T. (12.7mm)
Temp. Ratings: 1550F/680C
175°F/79°C
Approvals: U.L., cUL
Maximum Working Pressure: 175 psi
Factory Hydro Test: 100% at 500 psi
Standard Finishes:
Sprinkler: brass, chrome plated,
white and off-white
painted
Escutcheon: brass plated, chrome
plated, white and off-
white painted
Length: 2'/e" (5.39 cm)
Width: 13/,6" (3.02 cm)
Weight: 2'/2" (70 grams)
No. 4.4.0
Figure 1
Model LF Pendent (bottom
1 t
1
1 r
t t
r
f
Face of Reducing j
Coupling
2 1/8'
1 11/16' (54 mm)
(42.9 mm)
Ref.
I� 1 3/16' (30.2 mmt
Diameter
Note: Central's Model 65 or 401 escutcheons may be used. When
using Central's Model 65 ceiling escutcheon, the face of the
reducing coupling should be '/6" ±'/16" below ceiling line.
LF 3/a" Residential Extended Pendent Sprinkler
Design Requirements 155T and 175T
Coverage
Area
Minimum Design Flow
Two or More
One Sprinkler Sprinklers
12'x 12'
11 GPM (13.4 psi) ; 8 GPM (7.1 psi)
14'x 14'
12 GPM (16.0 psi) 9 GPM (9.0 psi)
16'x 16'
14 GPM (21.8 psi) 10.5 GPM (12.3 psi)
18'x 18'
14 GPM (21.8 psi) 12 GPM (16.0 psi)
20' x 20'
16 GPM (28.4 psi) 15 GPM,(25.0 psi)
Deflector distance extended a" to 8" below ceiling.
399 Escutcheon
Finish
Part#
Brass
1287
Chrome
1286
White
1288
Off -White
1290
Figure 2
Model LF Recessed Pendent
Figure 3
Model LF Extended Pendent
Finished Ceiling
Line
2
3 1/2" Max.
-
2 1/4" Min.
I
399
Escutcheon
6" Max.
3 3/4" Min.
Face of
Reducing
Coupling
1 11/16"
LF 3/a" Residential Pendent and Recessed Pendent
Sprinkler Design Requirements 155°F
Minimum Design Flow
Minimum Design Flow
Coverage: Two or More
Area
Area i One Sprinkler Sprinklers
12'x 12'
12'x 12' i 10 GPM (11.1 psi)
8 GPM (7.1 psi)
112 GPM (16.0 psi) 8.5 GPM (8.0 psi)
14'x 14' 10 GPM (11.1 psi)
8 GPM (7.1 psi)
18'x 18'
16'x 16' ; 10 GPM (11.1 psi)
8 GPM (7.1 psi)
j 16 GPM (28.4 psi) : 13.5 GPM (20.3 psi)
18'x 18' 114 GPM (21.8 psi)
10.5 GPM (12.3 psi)
20' x 20' ' 16 GPM (28.4 psi)
13.5 GPM (20.3 psi)
Deflector distance from recessed up to 4" below ceiling.
rAInstallation
All Central Model LF Automatic
Sprinklers must be installed
according to current NFPA 13,
NFPA 13D and NFPA 13R
requirements and Central's
Residential Installation Guide.
Deviations from these requirements
and standards or any alteration to
the sprinkler itself will void any
warranty made by Central Sprinkler
Company. In addition, installation
must also meet local government
provisions, codes, and standards as
applicable.
The system piping must be
properly sized to ensure the
minimum required flow rate at the
sprinkler. .
Check for the proper model, style,
orifice size, and temperature rating
prior to installation. Install
sprinklers after the piping is in place
to avoid mechanical damage;
replace any damaged units. Wet
pipe systems must be protected
from freezing.
Upon completion of the
installation, the system must be
tested per recognized standards. In
the event of a thread leak, remove
the unit, apply new pipe joint
compound or tape, and reinstall.
Installation Sequence
Step 1. The unit must be installed
in the Pendent position.
LF 3/s" Residential Pendent and Recessed Pendent
Sprinkler Design Requirements 175°F
Coverage]
Minimum Design Flow
! Two or More
Area
One Sprinkler Sprinklers
12'x 12'
10 GPM (11.1 psi) ; 8 GPM (7.1 psi)
14' x 14'
112 GPM (16.0 psi) 8.5 GPM (8.0 psi)
16'x 16'
i 12 GPM (16.0 psi) 8.5 GPM (8.0 psi)
18'x 18'
15 GPM (25.0 psi) `; 10.5 GPM (12.3 psi)
20'x 20'
j 16 GPM (28.4 psi) : 13.5 GPM (20.3 psi)
Deflector distance from recessed up to 4" below ceiling.
Step 2. Use only a non -hardening
pipe joint compound or Teflon* tape
Apply only to male threads.
Teflon is a trademark of the DuPont Corp.
Step 3. Install the sprinkler according
to the dimensions shown in the
installation diagrams on page two.
Install the escutcheon skirt onto the
sprinkler prior to its engagement into
the reducing fitting. For recessed
applications, do not use the push -on
escutcheon plate to hold the unit in
position. The sprinkler will only
function properly when anchored to
the building structure.
Step 4. Hand tighten the sprinkler
into the fitting. Then use a Central
GB -20 Wrench to tighten the unit into
the fitting. A leak -tight joint requires
only 7 to 14 ft.-Ibs. of torque; a
tangential force of 14 to 28 lbs.
delivered through a 6" handle will
deliver adequate torque. Torque
levels over 21 ft.-Ibs. may distort the
orifice seal, resulting in leakage.
GB -20 Sprinkler Wrench
(Part#1125)
Caution: Special care must be
taken when installing sprinklers with a
CPVC system. Sprinklers must be
installed after the manufacturer's
recommended setting time for the
primer and cement to ensure that
neither accumulate within the
sprinkler.
Special care must be taken when
installing with a copper system.
Sprinklers must be installed only after
the inside of the sprinkler drop and
associated fittings have been wire
brushed to remove any flux. Residual
flux can cause corrosion and in
extreme cases can impair proper
sprinkler operation.
Care &
Maintenance
Sprinklers must be handled
carefully. They must not be trans-
ported or stored where ambient
temperature may exceed 100°F/
38°C. For best results, store them in
a cool, dry loca1on in the original
shipping package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers should never be painted,
coated, plated, or altered in any
other way from manufactured
condition or they may not function
properly. Any sprinklers altered in
such manner must be replaced.
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
The NFPA standard 25 entitled,
"Inspection, Testing and Mainte-
nance of Water -Based Fire Protec-
tion Systems", contains guidelines
and minimum maintenance require-
,
_
t 1
Caution: Special care must be
taken when installing sprinklers with a
CPVC system. Sprinklers must be
installed after the manufacturer's
recommended setting time for the
primer and cement to ensure that
neither accumulate within the
sprinkler.
Special care must be taken when
installing with a copper system.
Sprinklers must be installed only after
the inside of the sprinkler drop and
associated fittings have been wire
brushed to remove any flux. Residual
flux can cause corrosion and in
extreme cases can impair proper
sprinkler operation.
Care &
Maintenance
Sprinklers must be handled
carefully. They must not be trans-
ported or stored where ambient
temperature may exceed 100°F/
38°C. For best results, store them in
a cool, dry loca1on in the original
shipping package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers should never be painted,
coated, plated, or altered in any
other way from manufactured
condition or they may not function
properly. Any sprinklers altered in
such manner must be replaced.
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
The NFPA standard 25 entitled,
"Inspection, Testing and Mainte-
nance of Water -Based Fire Protec-
tion Systems", contains guidelines
and minimum maintenance require-
ments. Furthermore, the local
Authority Having Jurisdiction may
have additional regulations and
requirements for maintenance,
testing, and inspection that must be
obeyed.
It is recommended that sprinkler
systems be inspected regularly by a
qualified inspection service. Length
of time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity. "
Do not attempt to reassemble or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage;
always use new sprinklers of the
same type and temperature rating as
replacements.
Because the discharge pattern is
critical to protection of life and
property, nothing should be hung or
attached to the sprinkler unit that
would disrupt the pattern. Such
obstructions must be removed. In the
event that construction has altered
the original configuration, additional
sprinklers may need to be installed to
maintain the protection level.
Do not attempt to replace sprinklers
without first removing the fire .
protection system from service. Be
certain to secure permission from all
Authorities Having Jurisdiction, and
notify all personnel who may be
affected during system shutdown.
A fire watch during maintenance
periods is a recommended
precaution.
01996 Central Sprinkler Company
Printed in U.S.A.
To remove the system from service
mode, first refer to the system
operating guide and valve instruction.
Drain water and relieve pressure in
the pipes. Remove the existing unit
and install the replacement, using
only the special sprinkler wrench. Be
certain to match model, style, orifice,
and temperature rating.
A fire protection system that has
been shut off after an activation
should be returned to service
immediately. Inspect the entire
system for damage and replace or
repair as necessary. Sprinklers that
did not operate but were subjected to
corrosive elements of combustion or
excessive temperatures should be
inspected, and replaced if need be.
The Authority Having Jurisdiction will
detail minimum replacement
requirements"and regulations.
Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanship within a
period of one year from the date of
shipment. Please refer to the current
Price List for further details of the
warranty.
CENTRAL
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-5385
Ordering
Information
Ordering Information: When
placing an order, indicate the full
product name. Please specify the
quantity, model, style, orifice size,
temperature rating, type of finish or
coating, and sprinkler wrench.
Availability and Service: Central
sprinklers, valves, accessories, and
other products are available through-
out the U.S. and Canada, and
internationally, through a network of
Central Sprinkler distribution centers.
You may write directly to Central
Sprinkler Company, or call (215) 362-
0700 for the distributor nearest you.
Patents: Patents are pending.
Conversion Table:
1 inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kg/cm2
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions are approximate.
LF PEND.2
Orm.*neff,
1 _-
U)
W
J
Q
W
N
Z
O
M
M
Bronze Spring Loaded Check Valve %"-2rr
Figure No. 3600 w/Teflon Disc.
Figure No. 3600SJ w/Teflon Disc
Figure No. 3615 w/Buna-N Disc
Figure No. 3615SJ w/Bunn-N Disc
125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI
250 PSI Non -Shock Cold Water, OII, or Gas Fluid Pressure, Non -Shock W.O.G.
25
lure No. 3600
lure No. 3615
Threaded
Grinnell check valves may be installed in vertical lines with
upward flow or In any intermediate position.
Do Not Use For Reciprocating Air Compressor Service,
Do Not Use as a Footvalve.
Q)
Figure No. 3600SJ
Figure No. 3615SJ
Copper to Copper
yp
..h§. Te
{, +y� sf%y'• it aril_ §a3�4 liiii! [ic'`. 7
.`' ";a..y� ...7. � cr: �-�1'.G_ f'.�g{Y ;{`�,r.'•.,��,.A��, ` ALR18I@�..:=�� r
DiFnen§lohs — Weights
Nominal
Size
Part
Specification
1.
Body
-Bronze ASTM B-584
Alloy C84400
2.
Stem
Stainless Steel ASTM
A-582 Alloy S30300
3.
Spring
316 Stainless Steel
4.
Disc Holder
Stainless Steel Type 301
S.
Disc
Teflon, Fig. 3600
5A. Disc
Buna-N, Fig. 3615
6.
Seat Ring
Teflon
7.
8.
Seat Screw
Body End
Stainless Steel ASTM A-276
Alloy S43000
Bronze ASTM B-584
Alloy C84400
Nominal
Size
DimensionsApprox.
Net Wt.
Fig. 3600
Approx.
2e pt Wt.
Fig.3600SJ
A
B
3/e
2
13/8
1'/16
.4
.4
1/2
21116
13/a
13/16
.4
.4
314
2114
1516
15/16
.5
.5
1
25/e
1 2
11/2
.8
.9
11/4
215/16
231a
111/16
1.2
1.3
11/2
35/16
2314
2
1.6
1.9
2
33/4
33/9
25116
2.4
2.7
Figure No. 3010 125# Bronze Gate Valve 1/4"-3"
Figure No. 3010 SJ 125# Bronze Gate Valve 1/2"14'
12t PSI SaiLrated Steam, 200 PSI Non -Shock Cold Water, Oil, or Gas
Rif Ing Stem,
open
vigure ryo. juiv
Threaded
Conforms to kederal Specification: WW -V-54 Class A, Type 11 & MSS -SP -80
Material List
V
Part
lr'rinnell
Figure No. 3010SJ
Copper to Copper
Screwed Borippi Rising Stem
Solid
1*�'l g h 16
DimenM6hs
Specification it
1. Han&hcLl Nut Zinc Plated Steel with
Clear Chromate
2. Idenlifl,"tt" Plat, Aluminum
3. HaAwheef Aluminum ASTM B-85
Alloy A038W
4. Stem Silicon Bronze ASTM B-371
I Alloy C69400 or B-99
Alloy C65100 H04
5. PacOno Nut Bronze ASTM B-62 or
ASTM B -SU Alloy 084400
6. P3ckllng Mind Bronze ASTM B-62 or
ASTM B-584 Alloy 04400
or ASTM B-282 or B-16
T. 153Cing Non-Asb(�-stos/Graphite/
%ramjQ river
S. BonA't 'Bronze ASTM B 62 1 3 41% 1 . 61/2 1119/16 15.0 1 3.
t Noj)kkln�-
.qMM,'p9ckbd 6nty Ili
9. Body, Bronze ASTM B-62
Bronze ASTM B-62
10. Wedge
I
4
Nominal
Dimensions
A�prox.
Approx.
Wt.
Size
Net Wt.
Net
A
8
C
Flq:.LO1q
E!5!: ?Oios.j
1"/16
-
45/a
I At
Flet
"lis
4s;:9
.11/le
.6
.7
1.0
.6
.6
.9
1.5
2.1
Ilat
11s/16
47/9
3,14
'10
3/4
VA6
513116
I
2'ho
73ij2
1
13116
1.7
2A
26/9
8'/8
11/2
2'16
913/16
11/'
115b6
113/16
3.3
5.0
io.5
3.1
4.7
9.4
2
Vhr
119116
145/it
21/2
41/6
3
10. Wedge
I
4
Central Sprinkler Company
451 North Cannon Avenue. Lansdale, Pennsylvania 19446
Product corrosion resistance. The hand
wheel is manufactured from cast iron
Description materials to meet or exceed the
requirements of Underwriters
The Central Model F1.7 3 -Way Laboratories. Inc., Factory Mutual,
Bronze Globe Valves are designed The American Water Works
for general service as shut-off. 'Association C-509 and ASTM A-126,
throttling. or drain valves. Class B Standards.
The Central Model F17 3 -Way The Central Model F17 3 -Way
Bronze Giobe Valves provide positive Bronze Globe Valves are rated with
shut-off under normal operating cold water at 200 psi, non -shock for
conditions. They are recommended cold water service, and are tested
for water service only. twice. air under water for consistent
The Central Model F17 3 -Way quality.
Bronze Globe Valves are of cast The Central Model F17 3 -Way
bronze construction in strict Bronze Globe Valves have a soft
accordance with ASTM B-62 rubber seat for tight shut-off under all
specifications 85-5-5-5 for superior operating conditions. (Mfg. Source:
Non -Domestic)
I
2.45
•� 1.69.+
'_tea,:•
3!NWay
Bronze
Globe
Valves
Bill of Materials
Item
Description
Material
Specification
1
Body
Bronze
ASTM B-62
2
Hand Wheel
Cast Iron
ASTM A -126-B
3
Hand Wheel Nut
Steel
Commercial
4
Packing
Non -Asbestos
Commercial
5
Packing Gland
Brass
ASTM B-16
6
Packing Nut
Brass
ASTM B-16
7
Stem
Brass
ASTM B-16
No. 27.3.0
�Egr.wr-n-rn11WwL1MJEw Cc3nV z
1 800 854-1015
FIRE SPRINKLER. PRESSURE GAUGES
U.S. GUAGL, AMETEK
• Use on wet or dry sprinkler systems!
• Solid brass backed!
• 11,11 A .NTP -LM brass fitting; 3112" diameter
• 300 lb.1sq. In. Capacity
'to Ips
too 200
is �tl 27S
so 250
is 275
360
_ _-
�_ .. SUSTED
iFM
APPROVEC,
VSR-SF
(D,POTTER'
POR SMALL PIPE VANE= TYPE WATERFLOW
ALARM SWITCH WITH RETARD
Foust Eiecttic Signal Company potter Electric Signed dr Mfg. LTD
2081 Craig Road a P.O. Box 28480 1967 Leslie Street
St. Louis, MO 63148-4161 Don Mills, Ontario, Cance M302M3
(314) 8784321 6 (800) 325.3936 (416) 441.1633
,y
STK. NO. 1113000
U.S. PAT. NO. 3921989. CANADIAN PAT. NO. 1009880
OTHER PATENTS PENDING.
The Model VSR.SF Is a vane type watontow switch for use on wet sprinkler
systems that use 1', 1 1/4', or 1 1/2" pipe size. The unit may also bs used
as a seollonal waterflow detector on large systems.
The unit contains two single pole double throw snap action switches and
an adjustable pneumatic retard. The switches are actuated when a flow Of
10 gallons per minute or more occurs downstream of the devlas. The flow
condition must exist for a period of time necessary to overcome the
selected retard period.
INSTALLATION: These devices may be mounted In horizontal or vertical
pipe. On horizontal pipe they should be Installed on the top olds of the pipe
where they will be accessible. The units should not be Installed within 6'
of a valve, drain or fitting which charges the directlon of the wsterflow. The
unit has a V NPT tushing for threading Into a noncorrosive TEE, gee Fig.
2 for proper TEE size, type and Installation.
Screw the device Into the TEE fitting as shown In Fig. 2. Cara tnustbe taken
to property orient the device for the direction of weterflow.
UL. ULC, 08FM LISTED and NYMEA ACCEPTED
Service Pressure: Up to 250 PSI
Minimum Flow Rate for Alerrn: 10 GPM
Maximum Surge: 18 FPS
Ertolesure: Die-cast, red enema! finish.
Cover held In place with tamper resistant wawa
Contact Ratings: Two sets of SPDT (Form C)
15.0 Amps at 123/250 VAC
2.0 Amps at 0-30 VDC
Conduit Entranoss: Two Knockouts provided for tri' conduit
Usags. Usted Pleads. Copper and Schedule 40 Iron Pipe
Fits pipe sizes - 1', 1 1/4', and 1 1/2'
Note: 8 paddies are furnished with each unit one for each pipe
size of threaded or sweat TEE, one for 1' CPVC, and one for
1 1/2' polybutylene (CTS -Copper tubing size)
Environmental SpecNlestlons:
Suitable for Indoor or outdoor use with factory Installed gasket
and die-cast housing
NEMA 4 Rated Enclosure - use with appropriate conduit fitting
Temperature Ranga: 40° F/120° F (4.5° C/41r C)
Caution: This device Is not Intended for appticabons In explosive
environments
service Use:
Automatic Sprinkler NFPA-13
one or two family dwelling NFPA-130
Residential occupancy up to four stories NFPA-13R
National Fire Alarm Code NFPA-72
Optional: Cover Tamper Switch, order Stk. No. 0090016
The vane must not rub the Inside of the TEE or bind In any way. The stern
should move freely when operated by hand.
The device can also be used In copper or ptesbc pipe knst&hdo s with the
proper adaptors so that the specified TEE fit" may be Imtelled on the
pipe run.
INSPECTION AND TESTING: Check the operation of the unit by opening
the Inspector' tut valve at the and of the aprinkter tone or the drain and test
oonneetlon, If an InspoMr's test valve is not provided.
If there are no provisions for testing the operation of the flow detection
device on the system, appllcatlan of the VSR-9F Is not recorrxrbnded Or
advisable
The kequsnoy of the Inspection and testing and its aasoeiated protective
monitoring system should be In accordance with the applicable NFPA
Codes and Standards and/or authority having jurfsdfctlon (manufacturer
recommends quarterly or more hequently).
CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe
size and type of TEE that they are to be used with. The proper paddle lYu M be used. The screw that holds the paddle
must be recur* tightened.
PRINTED IN USA MKT. f1860000J • REV t aAQe t of 2
MFa. moom • 3106
BELLS
@,POTTER-
PBA-AC & PBD-DC
Potter Electric Signal Company Potter Electric Signal & Mfg. LTD
2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street
St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3
(314)878-4321 / (800) 325-3936 (416) 441-1833
UL LISTED, FM APPROVED
Sizes Available: 6", 8", and 10"
Voltages Available: 24VAC
120VAC
12VDC (10.2 to 15.6) Polarized
- 24VDC (20.4 to 31.2) Polarized
Service Use: Fire Alarm
General Signaling
Burglar Alarm
Environment: Indoor or Outdoor Use (See Note 1)
-400 to 150°F (outdoor use require
weatherproof backbox)
Termination: 4 No. 18 AWG stranded wires
Finish: Red powder coating
6" BELL SHOWN Optional: Model BBK-1 weatherproof backbox
These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power
consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model
BBK-1 weatherproof backbox for outdoor applications.
ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION:
SIZE
VOLTAGE
MODEL NO.
STOCK NO.
CURRENT (MAX)
TYPICAL dB
10 FT.
MINIMUM d8
@ 10 FT.
6
12VDC
PBD126
1706012
.12A
85
75
8
12VDC
PBD128
1708012
.12A
90
75
10
12VDC
PBD1210
1710012
.12A
92
75
6
24VDC
PBD246
1706024
.06A
87
75
8
24VDC
PBD248
1708024
.06A
91
79
10
24VDC
PBD2410
1710024
.06A
94
79
6
24VAC
PBA246
1806024
.17A
91
75
8
24VAC
PBA248
1808024
.17A
94
75
10
24VAC
PBA2410
1810024
.17A
94
75
6
120VAC
PBA1206
1806120
.05A
92
82
8
120VAC
PBA1208
1808120
.05A
99
82
10
120VAC
PBA12010
1810120
05A
99
85
Weatherproof backbox model BBK-1 Stk. No. 1500001.
Notes:
1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL
temperature range is •30° to 150°F.
2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation.
PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2
MFG. #5400776 - 4/94
fall Valves
Standard Port
150 PSI Saturated Steam
400 W.O.G.
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
E� Product
Description
The Central Model F19 Ball Valves
are recommended primarily for shut-
off service or throttling flow where
desired. Central Ball Valves are of
high-quality construction and are
rated at 150 psi with saturated steam,
400 psi with water, oil or gas, non -
shock, well in excess of normal
operating requirements in fire
protection service.
The Central Model F19 Ball Valves
are constructed of forged brass which
ensures that there are no pin holes
which may occur in alternate
processes.
A large port size ensures good flow
characteristics. Teflon' seats ensure
smooth operation under normal
operating conditions.
Each Ball Valve is tested twice with
air under water to assure consistent
quality.
Central Ball Valves include a vinyl
covered handle for a comfortable,
smooth grip. (Mfg. Source: Non -
Domestic)
Ball
Valves
Dimensions (inches)
Nom.
Size
A
B
C
Bore
Size
(D)
1.65
` 1.50
3.31
0.320
'/z"
1.90
1.60
3.31
0.396
3/<"
2.20
1.70
3.31
0.591
1 "
2.64
2.01
4.65
0.787
114"
3.00
2.17
4.65
1.050
1'/2"
3.35
2.60
5.28
1.260
2"
3.82
2.80
5.28
1.500
'Teflon is a trademark of the DuPont Corp. No. 27-4.0
Sprinkler
Head Cabinet
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
3Product Technical
Description Data
Central Sprinkler Head Cabinets Model: Sprinkler Head Cabinet
are constructed of a metal enclosure Style: 6 head or 12 head
with a triple -hinged cover designed to
provide on-site storage of an
emergency supply of sprinkler heads
and a sprinkler head wrench.
NFPA 13 requires a representative
number of each type of sprinkler
head used in a sprinkler system to be
stored in a cabinet on-site to allow for
immediate removal and replacement
of sprinklers which may have
operated or become damaged.
_Central S.Prinkler Head Cabinets
are manufactured of heavy gauge
Standard Finish: Red enamel
Mfgr. Source: Non-domestic
Capacity: 6 sprinkler heads
12 sprinkler heads
Dimensions:
—6 head - 5" high x 14" long x
31/4" deep
12 head - 5" high x 14" long z
4" deep
Weight: 6 head - 2.3 lbs.
12 head. - 3.5 lbs.
steel with knock -outs to
accommodate either 1/2" or 3/4'_
N.P.T. threaded sprinkler heads and
are painted an attractive red enamel.
They are available in six (6) or twelve
(12) head capacity.
:r:ME 6-�..
APPLICATIONS
Specifically designed for the
following uses:
Lawn sprinkling
Irrigation `
• Air conditioning systems
• Heat.pumps
• Water transfer
• Dewatering
SPECIFICATIONS
Pump:
• Pipe connections:
1'/z" suction
1'/z" discharge
• Capacities: to 110 GPM:at
5 foot suction lift.
• Heads: to 128 feet.
• Reprime capabilities: to 25
foot suction lift.
• Maximum working
pressure: 125 PSIG.
• Maximum water
temperature: 160°F (710C.).
• Rotation: right hand ie;
clockwise when viewed
from motor end.
'Motor:
• NEMA standard open
drip proof.
• 60 Hz, 3500 RPM.
• Stainless steel shaft.
• Single phase: a/4-2 HP,
115/230 V; 3 HP, 230 V
only. Built-in over -load
with automatic reset.
--Three phase: 230/460 V.
Overload protection must
be provided in starter unit.
Starter and heaters (3)
must be ordered
separately.
01997 -Goulds Pumps
FEATURES
■Self -Priming Design:
When pump is primed it
never needs priming again
even if water.level drops
below end of the foot valve.
It resumes pumping as soon
as water level rises again.
Gas or air in the water will
not airbind the pump.
■ Serviceable:
• Back pullout design allows
disassembly of pump for
service without disturbing
piping.
• Two compartment motor
for easy access to motor
wiring and replaceable
components.
■ Diffuser (Guide Vane):
Bolt down diffuser provides
positive alignment with
impeller. Diffuser also has
stainless wear ring for
extended performance in
abrasive conditions. F.D.A.
compliant, injection molded,
food grade, glass filled
Lexan® for durability and
abrasion resistance.
■ Impeller: F.D.A. compli-
ant, glass filled Noryl®.
Corrosion and abrasion
resistant.
■ Corrosion Resistant:
Electro -coated paint process
is applied inside and out,
then baked on.
■ Casing: Cast iron
construction. 4 bolt, back
pull-out design. Tapped
openings provided for
vacuum gauge and casing
drain.
Goulds
IRRI-GATOR
TM
GT
■ Powered for Continuous
Operation: Pump ratings
are within the motor manu-
facturer's recommended
working limits. Can be
operated continuously
without damage.
■ Mechanical Seal:
Carbon/ceramic faces, BONA
elastomers. 300 series
stainless steel metal parts.
Exclusive casing design
prevents the seal from
running dry.
SELF -PRIMING
M
MODELS AVAILABLE
Model HP
Phase
GT07 '/4
1
GT10 1
GT15 1'/x
GT20 2
GT30 3
GT073 3/4
3
GT103 1
GT153 1'/2
GT203 2
GT303 3
Water recirculates, Arrows show flow of
but during re -priming
operation only. water after all air has
been exhausted from
Air is exhausted from suction line.
suction line through
discharge pipe.
Effective October, 1997
BGT
COMPONENTS.: DIMENSIONS AND. WEIGHTS
ItemNo. Descri titin ..
:1-
�Plug..j.,G';NFT.�;:.y�-s'-•moi
:;2-
Disch.
in'Feet
SeaPririg ='diffuser': ;
4
Diaphragm
5
Machine screw
6
Diffuser
-7
Impeller
8
Mechanical seal '
9
Foot
10
Bolt – foot to adapter
11
1 Motor adapter
12
Bolt – casing to adapter
13
Bolt–.adapter tomotot
14
Deflector
PERFORMANCE -RATINGS
Goulds
IRRI-GATOR
TM
SELF PRIMER.- MODELr
GT - 10
,Model..:: •GT07 .
PSI
Suction Lift
Model
Disch.
in'Feet
GT153
Pressure 5 10115 20 25
GT303
20
44 41136 31 24
GT07
GT073
30
34 31126 22 14
1
40
10 4 `0 0 0
-.3
20
53 61149 46 41
GT10
30
43 41138 36 •32
GT103
20'/e
40
29 22116 8 0
20
63 59154 39
GT15/
30
60 55151 37
GT153
40
45 38133 1420
[20
9'h
86 77 70' 46
GT203
GT203
30
80 72 67 44
65
40
65 60 57 50 43'
52 1
20
105.10088 76 60.
GT30/
..30 '
92 90 84 75 57
GT3.03
.
40
73 67 62.155 50
Goulds
IRRI-GATOR
TM
SELF PRIMER.- MODELr
GT - 10
,Model..:: •GT07 .
GT10 : :GT15
GT20
GT30
GT073
GT103
GT153
GT203
GT303
"`:`:HP'.:::.•
;1:_.._ .'14:.
2
3
3/,
1
1
2
-.3
J. 4' ; :: 2:1?/e • .
20%
21 %,
19
19'/
20'/e
8%
Height
9'h
Wt. (Ibs.) 48
52 60 1
65
1 76
49
52 1
55 1
69
71
Phase
Single
Three
(All dimensions are in inches and weights in lbs. Do not use for construction purposes.)
"" " _ —CHARGE
'/i SUCTION
PERFORMANCE CURVE
METERS FEET
40
1209
30 100
x
80
40
10
20
Performance ratings are in GPM.
MGOU.LDS PUMPS
ITT.andustries
00 10 20 30 40 50 60 70 80 90 100 110 120 U.S. GPM
0 5 10 15 20 25 m3/hr.
GALLONS PER MINUTE (0)
Single and three phase have same performance.
Water Technologies
.Seneca Falls, NY 13148
SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A.
S
JUNE, 1980
Supersedes pa$e P3 PUMPTROVI PRESSURE SWITCHES
Dated 9/76 TYPE FSG '
I ,
MORE ABOUT THE PUMPTROL PRESSURE SWITCH WITH FORM M4 LOW PRESSURE CUT-OFF.
The Class 9013 type FSG Form M4 switch includes all the
features of the standard type FSG Pumptrol pressure switch. In
addition, the Form M4 low pressure cut-off feature aids in
preserving the life of the pump. When pressure in the system
drops to approximately 10 P.S.I. below the set cut -in point for
any reason, such as a low water condition, the switch will open
to tum off the pump. * When the condition has been relieved,
"� t
the manual lever is turned to the start position and, if pressure
is restored while holding there,- the switch resumes normal
operation..
i .
The Form M4 manual lever also has an off position for com-
plete pump shutdown.-
'..: ' .-OFF.
IMPORTANT: The cut -in point must not be set lower than 19
P.S.L. consequently, the cut-out point on rising pressure must
not be lower than 30 P.S.I.
Electrical Ratings — See preceding page.
--
NOTE: Form M4 is not available on FYG types.
*Example: Switch set 20-40. low wa[er cut-out = l0 a PPfOX.
Type FSG. Fpm G5 M4 (Snowmo Combination of Pilot Light end
Low Pressure Cul -o'" Modibrations)
Switch set 30-50. low water cut-out = 20 approx
Switch set 40-'60. low water cut-oui = ih appiox
FOR PRICES AND ORDERING INFORMATION SEE PRECEDING PAGES
cr
0
U_
(n
0 F_
Z
z 0.
w z
a 0
C U
KIM
3.93
100
30
2.34 1.5�
59 40
SWWG RADIUS IS 2m W.
SQURti@n [OYPANY
Type FSG•2.Fon, M4
UNDERWRITERS LABORATORIES LISTED
2.78
71
rIT
i
2.05 1 1.3_ 9
52 35
Dual Di rN<:riF-
myll Y� r �
Mechanically -activated switch designed to directly control pumps and
activate pump control panels, alarv�s, solenoids, and relays.
US. Masse tv.s, 5,087,801 ti e,142,106
GO
C".etao s'.t�t a+1
Applications
SJE PumpMaster® pump/control switch provides
automatic control of pumps in water and sewage
applications: Because this switch is not sensitive to
rotation or turbulence, it can be used in both calm and
turbulent applications. The SJE PumpMastet'D can also
be used as a pilot duty control switch to reliably
monitor liquid levels in sewage and water applications.
Contact SJE regarding specific intrinsically safe
applications.
Cables flexible 16 gauge, 2 conductor SJOW A
(UL), SJOW (CSA), water-resistant, neoprene
(CPE)
Floats 3.05 inch diameter x 3.56 inch long (7.75
cm x 9.07 cm), impact resistant, non -corrosive,
PVC plastic for use in liquids up to 1401F (601,C).
Pump Switch Electrical:
Voltage 6014z,
Maximum Pump
locked Rotor*
Recommended
Single Phase
Running Current
Amps
Pump HP
120 VAC
13 amps
83 amps
In HY a Ices
230 VAC:
13 nm
85 amps
1 UP or less
*TWL 4i VW Vt.308 Ind"Vial Coawl Egwiprna+t
Control (twitch illoctrkais
A'Iaxlmum revrrenu 13 ArnpA
Lower Limit: 12 VAC / 30 milliamps
Notes This switch must be used with pump9 that
provide integral thermal overload protection.
0.S -TE 273/
Features
• Heavy-duty contacts
• UL Listed for use in water and sewage
• CSA Certified
• Two-year limited warranty
Pump Swilths
• Controls pumps up to 1/2 HP at 120 V and
1 UP at 230V
• Adjustable pumping range of 7 to 36 inches
Centel Switchs
a Provides pilot duty action with on-off differential
as low as 3.5 inches above or below horizontal
Options
This switch is available:
. in standard cable lengths of 10, 15, 20, or 30 feet
Pump switch:
• for pump down or pump up applications
• with a 120 V or 230 V piggy -back plug
• without a plug for direct wiring in 120 V or
230 V applications
• with standard mounting strap
Control Switehs (order without plug option)
• for normally open or normally closed applications
• with two mounting options (mounting strap or
cable weight)
Pump Down / Normally Open / OFF position
contacts open
PUMPUP /Normally Open/ ON position
contnct.s closed
on/off rnmp;:
stceIbaIl
�+,f�4riz ".�fi�av :r:
:•:.'Q1c/Ofi'r
nip'
.rf.
PUMPUP /Normally Open/ ON position
contnct.s closed
on/off rnmp;:
67�
P -
co
e
44
l �
1
i• � I
� s
Z4 �
k
January 20, 2000
- uttecounty
L A N D O F N A T U R A L W E A L T H A N D B E A U T Y
L� BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (530) 538-7541
i FAX: (530) 538-2140
Berger Construction
P.O. Box 5304
Oroville, CA 95966
Re:Gilbert
Building Permit Number: 99-2785
Assessor's Parcel Number: 041-610-002
Today, January 20, 2000, I received one set of plans and a letter from M. Mooney.
I will not review these plans until all items -on my plan check letter of December 20, 1999
are addressed.
Are there any other buildings on the property? If so, please include them on the plot
plan.
Items 2 and 3 on my last letter were not addressed.
3 We will not issue the house permit until the fire sprinkler permit is issued.
We require all changes to be made on 2 sets of plans. Therefore, please make ALL
changes to 2 sets of plans, (preferably not in red, since that is what we use to mark
plans), and have M. Mooney stamp and sign both sets.
Plan check will continue upon receipt of the above items. Additional items may be
required when plan check is resumed. If you wish to discuss any requirements, you may
contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday
through Friday. `" -
Sincerely,
Linda Sexton
o�TrFo ' Department of Develop ment Services
o ,a1I , � • o
Building Division
o
7 County Center Drive
�'► o Oroville, CA 95965
\ /1_. :J (530) 538-7541 (530) 538-2140 FAX
December 20, 1999
Krisna Gilbert
1064 Robinson
Oroville, CA 95966
Building Permit Number: 99-2785
Assessor's Parcel Number: 041-610-002
This office reviewed the above referenced building plans. Provide additional information and/or
make revisions to plans, specifications and calculations as follows:
�I. Please show the agricultural building and any other structures that may be on the property on
e plot plans.
The front door cannot reduce a landing by more than 7 inches. Please revise the plans to
(take care of this problem.
r.Alternate
lease provide truss engineering from Longfellow for loading of the mechanical units.
braced wall panels are not allowed at the second floor. Therefore, the rear wall at
he second story must be included in M. Mooney's calculations. r
Please coordinate all of M. Mooney's requirements on his calculations with the plans. The
plans do not reflect what is called out on the calculations. Also, I do not see where he
calculated Line 5.
(.J Fire sprinklers are require in this house. Please provide calculations by a C-16 licensed
person and apply for the permit.
' Per the Planning Department, please provide the letter of intent concerning the portion of the
\ building on the right side of the garage.
Plan check will continue upon receipt of the above items. Additional items may be required
when plan check is resumed. If you wish to discuss any requirements, you may contact me at
(530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday.
Sincerely,
Linda Sexton
Building Inspector III.
DEPARTMENTAL MEMORANDUM
DEPARTMENT OF DEVELOPMENT SERVICES
PLANNING DIVISION
a
To: Building Permit 99-2785, APN 047-610-002
From: Craig Sanders, S;�'r,-,&Mer
Subject: Design of dwelling unit
Date: , January 24, 2000
The dwelling constructed under building permit 99-2785 is a single family dwelling and may only be
used as such. The living area of the dwelling is divided by the garage. The two areas separated by
the garage, together, constitute one dwelling and 'neither area is permitted to be rented separately.
The structure may only have one kitchen. The building permit for this structure was only issued t
because the owner asserted these facts.
n
a
r
Krisne Gilbert
PO Box 866,
Oroville, CA 95965
Jan. 11, 2000
Butte County Planning Dept.
7 County Center Drive
Oroville, CA 95965
RE: Building Permit Application #99-2785 (3332 Williams Rd.)
APN: 047-610-002 '
Planning Division,
We have applied for a building permit for a single family dwelling and have
designed our home to have our one family live under one roof. The occupants
would be Robert Gilbert, a 100% disabled veteran, myself and my two sons. We
are not applying for nor do we plan to build a second dwelling on the property at
this time. '
Please contact me if you need any further information. My home number is 530-
534-1986 and my cell phone 218-1479.
Regar s,
Krisna Gilbert
RECEIVED
P- 7^ 14 2000
BUTTE COUNTY
BUILDING DIVISION
t � .
TABLE OF CONTENTS TOC
--------------
--------------------------------------------------------------
Project Title.......... MR. GILBERT Date..11/21/99 13:39:08
Project Address........ ******* ---------------------
OROVILLE, CA. *v5.00* qg" :?�, 7f-5
Documentation Author... Barry Rubanoff ******* Building Permit #
Endeavor Homes Z75-7 /a'a,/
P.O. Box 1947 Plan Check / Date
Oroville, CA 95965
530-534-0300 Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc.
-----=-------------------------------------------------------------------------
I MICROPAS5 v5.00 File-GILBERT Wth-CTZ11S92 Program -TOC
User#-MP1829 User -Endeavor Homes Run-GILBERT
-------------------------------------------------------------------------------
TABLE OF CONTENTS
-----------------
Report
Page
FORM
CF -1R ................
1
FORM
MF -1R ................
4
FORM
C -2R..................
7
HVAC
SIZING ...............
12
qu i t_-Dikt 6, -D�,
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R
------------------------------------------------------------------ ---
Project Title.......... MR. GILBERT Date..11/21/99 13:39:08
Project Address........ *******---------------------
OROVILLE, CA. *v5.00*
Documentation Author... Barry Rubanoff *******
Endeavor Homes
P.O. Box 1947
Oroville, CA 95965
Building Permit #
Plan Check / Date
530-534-0300 1 Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc.
-------------------------------------------------------------------------------
MICROPASS v5.00 File-GILBERT Wth-CTZ11S92 Program -FORM CF -1R
User#-MP1829 User -Endeavor Homes Run-GILBERT
GENERAL INFORMATION
-------------------
Conditioned Floor Area..... 2933 sf
Building Type .............. Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 270 deg (W)
Number of Dwelling Units... 1
Number of Stories.......... 2
Floor Construction Type.... Slab On Grade
Glazing Percentage......... 11.9 % of floor area
Average Glazing U -value.... 0.51 Btu/hr-sf-F
Average Glazing SHGC....... 0.65
BUILDING SHELL INSULATION
Component
Frame
Cavity
Sheathing Total Assembly
Type
Type
-------
R -value
--------
R -value R -value U -value
----------------------
Location/Comments
------------------------
------------
Wall
Wood
R-17.8-
R-0
R-17.8 0.064
Roof
Wood
R-30
R-0
R-30 0.037
Attic
S1abEdge
n/a
R-0
R-0
F2=0.760
SlabEdge
n/a
R-0
R-0
F2=0.510
Door
n/a
R-0
R-n/a
R-0 0.330
ENTRY DOOR, TO GARAGE
FENESTRATION
------------
Over-
Area
U-
Interior
Exterior
hang/
Orientation
(sf)
Value
SHGC Shading
Shading
--------------
Fins
-----
--------------------
Window
Front (W)
----- ------
3.0
------
0.510
---------------
0.650 Standard
Standard
Yes
Window
Front (W)
15.0
0.510
0.650 Standard
Standard
Yes
Window
Front (W)
5.0
0.490
0.670 Standard
Standard
Yes
,Window
Front (W)
5.0
0.490
0.670 Standard
Standard
Yes
Window
Front (W)
32.0
0.510
0.650 Standard
Standard
Yes
Window
Front (W)
20.0
0.510
0.650 Standard
Standard
Yes
Window
Front (W)
6.0
0.510
0.650 Standard
Standard
Yes
Window
Front (W)
20.0
0.510
0.650 Standard
Standard
Yes
Window
Left (N)
7.5
0.490
0.670 Standard
Standard
Yes
Window
Left (N)
7.5
0.490
0.670 Standard
Standard
Yes
Door
Back
(E)
33.0
0.500
0.650
Standard
Window
Back
(E)
12.0
0.510
0.650
Standard
Window
Back
(E)
16.0
0.510
0.650
Standard
Window
Back
(E)
20.0
0.510
0.650
Standard
Standard
Yes
Standard
None
Standard
None
Standard
None
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
Project Title.......... MR. GILBERT Date..11/21/99 13.39.08
MICROPAS5 v5.00 File-GILBERT Wth-CTZ11S92 Program -FORM CF -1R
I User#-MP1829 User -Endeavor Homes Run-GILBERT
-------------------------------------------------------------------------------
FENESTRATION
SLAB SURFACES
-------------
Area
Slab Type (sf)
Standard Slab 1179
Standard Slab 624
.HVAC SYSTEMS
Minimum
------------
Duct
Duct
Equipment Type
Over -
Location
------------
R -value
-------
----------------
Furnace
Area
U-
R-4.2
Interior
Exterior
hang/
Orientation
Furnace
(sf)
Value
SHGC
Shading
Shading
--------------
Fins
-----
--------------------
Window
Back
(E)
-----
20.0
------
0.510
------
0.650
---------------
Standard
Standard
Yes
Window
Back
(E)
20.0
0.510
0.650
Standard
Standard
Yes
Window
Left
(NE)
7.5
0.490
0.670
Standard
Standard
Yes
Window
Back
(SE)
7.5
0.490
0.670
Standard
Standard
Yes
Window
Left
(NE)
6.0
0.490
0.670
Standard
Standard
None
Window
Back
(SE)
6.0
0.490
0.670
Standard
Standard
None
Window
Front
(W)
24.0
0.510
0.650
Standard
Standard
Yes
Window ,
Back
(E)
9.0
0.510
0.650
Standard
Standard
Yes
Window
Right
(S)
24.0
0.510
0.650
Standard
Standard
None
Window
Right
(S)
24.0
0.510
0.650
Standard
Standard
None
SLAB SURFACES
-------------
Area
Slab Type (sf)
Standard Slab 1179
Standard Slab 624
Tested Duct ACOA Thermostat
Leakage Manual D Type
--------- --------- -------
No No Setback
WATER HEATING SYSTEMS
----------7----------
No No Setback
No No Setback
No No Setback
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
------------ ----------- ------------------- -------------- ------ ----------
Water Heater to meet minimum CEC Standards
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
.HVAC SYSTEMS
Minimum
------------
Duct
Duct
Equipment Type
Efficiency
Location
------------
R -value
-------
----------------
Furnace
------------
0.800 AFUE
Attic
R-4.2
ACSplit
10.00 SEER
Attic
R-4.2
Furnace
0.800 AFUE
Attic
R-4.2
ACSplit
10.00 SEER
Attic
R-4.2
Tested Duct ACOA Thermostat
Leakage Manual D Type
--------- --------- -------
No No Setback
WATER HEATING SYSTEMS
----------7----------
No No Setback
No No Setback
No No Setback
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
------------ ----------- ------------------- -------------- ------ ----------
Water Heater to meet minimum CEC Standards
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates non-standard Natural Vent Area or Vent Height.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R
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Project Title.......... MR. GILBERT Date..11/21/99 13:39.08
-------- ----------------
MICROPASS v5.00 File-GILBERT Wth-CTZ11S92 Program -FORM CF -1R
I User#-MP1829 User -Endeavor Homes Run-GILBERTI
-
------------------------------------------------------------------------
------
REMARKS
COMPLIANCE STATEMENT
--------------------
This certificate of compliance lists the building features and performance
specifications needed to comply with Title -24, Parts 1 and 6 of the.
California Code of Regulations, and the administrative 'regulations to
implement them. This certificate has been signed by the individual with
overall design responsibility. When this certificate of compliance is
submitted for a single building plan to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features
Modeling Assumptions section.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name....
J. BERGER
Name....
Barry Rubanoff
Company.
J. BERGER CONST.
Company.
Endeavor Homes
Address.
.,P.O. BOX 5304
Address.
P.O. Box 1947
OROVILLE, CA. 95966
Oroville, CA 95965
Phone...
530-589-4205
Phone...
530-534-0300
License.
Signed..
Signed..
(date)
(date)
ENFORCEMENT AGENCY
Name....
Title...
Agency..
Phone...
Signed..
(date)
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R
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-------------------------------------------------------------------------------
Project Title.......... MR. GILBERT Date..11/21/99 13:39:08
Project Address........ *******---------------------
OROVILLE, CA. *v5.00*
Documentation Author... Barry Rubanoff *******
Endeavor Homes
P.O. Box 1947
.Oroville, CA 95965
530-534-0300
Building Permit #
Plan Check / Date
Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc.
--=----------------------------------------------------------------------------
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MICROPASS v5.00 File-GILBERT Wth-CTZ11S92 Program -FORM MF -1R
User#-MP1829 User -Endeavor Homes Run-GILBERT
-------------------------------------------------------------------------------
Note: Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent compliance requirements listed
on the Certificate of Compliance. When this checklist is incorporated into the
permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether
they are shown elsewhere in the documents or on this checklist only.
BUILDING ENVELOPE MEASURES
--------------------------
Design- Enforce-
erJ ment
*150(a): Minimum R-19 ceiling insulation. `/
150(b): Loose fill insulation manufacturer's labeled R -Value.
*150(c): Minimum R-13 wall insulation in wood framed walls or
equivalent U -value in metal frame walls (does not apply /
to exterior mass walls)./
*150(d): Minimum R-13 raised floor insulation in framed floors.
150(i): Slab edge insulation - water absorption rate no greater
than 0.3%, water vapor transmission rate no greater than 2.0
perm/inch.
118: Insulation specified or installed meets CEC quality
standards. Indicate type and form.
116-17: Fenestration Products, Exterior Doors and Infiltration/
exfiltration controls
1. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have
label with certified U -value, certified solar heat gain
coefficient, and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed.
150(g): Vapor barriers mandatory in Climate Zones 14 and 16
only.
150(f): Special infiltration barrier installed to comply with
Sec. 151 meets Commission quality standards.
150(e): Installation of Fireplaces, Decorative Gas Appliances
and Gas Logs
1. Masonry and factory -built fireplaces have:
a-. Closeable metal or glass door
b. Outside air intake with damper and control `
c. Flue damper and controlV/
2. No continuous burning gas pilots allowed.
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R
------------------------------------------------------- -
Project Title.......... MR. GILBERT Date..11/21/99 13:39:08
MICROPAS5 v5.00 File-GILBERT Wth-CTZ11S92 Program -FORM MF -1R
I
User#-MP1829 User -Endeavor Homes Run-GILBERT I
-------------------------------------------------------------------------------
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
--------------------------------------------------------------
Design- Enforce-
er ment
110-113: HVAC equipment, water heaters, showerheads and
faucets certified by the Commission.
150(h): Heating and/or cooling loads calculated in accordance
. J
with ASHRAE, SMACNA or ACOA.
150(i): Setback thermostat on all applicable heating and/or
/
cooling systems.
150(j): Pipe and Tank insulation
1. Storage gas water heaters rated with an Energy Factor of
less than 0.58 must be externally wrapped with insulation
having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -
recirculating systems, insulated (R-4 or greater).
3. Back-up tanks for solar systems, unfired storage tanks, or
other indirect hot water tanks have R-12 external
insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating
sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect
hot water tank.
*150(m): Ducts and Fans
1. All ducts and plenums constructed, installed, in-
sulated, fastened, and sealed to comply with the ICBO
1997 UMC sections 601 and 603; ducts insulated to a
minimum installed R-4.2 or ducts enclosed entirely
within conditioned space.. Openings shall be sealed
with mastic, tape, aerosol sealant or other duct closure
system that meets the applicable requirements of UL181,
UL181A, or UL181B and other applicable specified tests
for longevity given in Sec. 150(m).
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have
either automatic or readily accessible, manually
I.J
operated dampers.
114: Pool and Spa Heating Systems and Equipment
1. System is certified with 78% thermal efficiency, on-off
switch, weatherproof operating instructions, no electric
resistance heating and no pilot light.
2. System is installed with:
a. At least 36 inches of pipe between filter and heater
for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation
pump time switch.
115: Gas-fired central furnaces, pool heaters, spa heaters or
household cooking appliances have no continuously burning
pilot light (Exception: Non -electrical cooking appliances
with pilot < 150 Btu/hr).
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R
Project Title.......... MR. GILBERT Date..11/21/99 13.39.08
I MICROPASS v5.00 File-GILBERT Wth-CTZ11S92 Program -FORM MF -1R I
User#-MP1829 User -Endeavor Homes Run-GILBERT
-------------------------------------------------------------------------------
LIGHTING MEASURES
-----------------
Design- Enforce-
er ment
150(k)1: Luminaires for general lighting in kitchens shall.
have lamps with an efficacy of 40 lumens/watt or greater
for general lighting in kitchens. This general lighting
shall be controlled bya switch on a readily accessible
lighting control panel .at an entrance to the kitchen.
150(k)2: Rooms with a shower or bathtub must either have at
..least one luminaire with lamps with an efficacy of 40
lumens/watt or greater switched at the entrance to the
room or one of the alternatives to this requirement /
allowed in Sec. 150(k)2.; and recessed ceiling fixtures J
are IC (insulation cover) approved.
COMPUTER METHOD SUMMARY Page 7 C -2R
--------------------------------------------------------
Project Title.......... MR. GILBERT Date..11/21/99 13:39:08
Project Address........ ` ******* ---------------------
OROVILLE, CA. *v5.00*
Documentation Author... Barry Rubanoff ******* Building Permit #
Endeavor Homes
P.O. Box 1947 Plan Check / Date
Oroville, CA 95965
530-534-0300 Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc.
MICROPASS v5.00 File-GILBERT Wth-CTZ11S92 Program -FORM C -2R
I User#-MP1829 User -Endeavor Homes Run-GILBERT
-'------------------------------------------------------------------------------
----------------------------
----------------------------
MICROPASS ENERGY USE SUMMARY
= Energy Use
Standard
Proposed
Compliance =
_ (kBtu/sf-yr)
-----------
Design
Design
----------
Margin =
---------- _
-----------------------
= Space Heating..........
18.54
15.43
3.11 =
= Space Cooling........ .
12.13
10.31
1.82 =
= Water Heating...... ...
9.72
9-.72
0.00 =
= Total
40.39
35.46
4.93 =
_ *** Building complies
with Computer Performance
-------------------
GENERAL INFORMATION
Conditioned Floor Area...... 2933 sf
Building Type....... ...... Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 270 deg (W)
Number of Dwelling Units... 1
Number of Building Stories. 2
Weather Data Type.......... ReducedYear
Floor Construction Type....
Number of Building Zones...
Conditioned Volume.........
Slab -On -Grade Area.........
Glazing Percentage.........
Average Glazing U -value.:..
Average Glazing SHGC.......
Average Ceiling Height.....
Slab On Grade
2
25125 cf
1803 sf
11.9 t of floor area
0.51 Btu/hr-sf-F
0.65
8.6 ft
COMPUTER METHOD SUMMARY Page 8 C -2R
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Project Title.......... MR. GILBERT Date..11/21/99 13:39:08
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-------------------------------------------------------------------------------
MICROPAS5 v5.00 File-GILBERT Wth-CTZ11S92 Program -FORM C -2R
User#-MP1829 User -Endeavor Homes Run-GILBERT
-------------------------------------------------------------------------------
BUILDING ZONE INFORMATION
OPAQUE SURFACES
Floor
Area
# of
Insul
Act
Vent
Vent
Air
Surface
Area
Volume
Dwell
Cond-
Thermostat
Height
Area
Leakage
Zone Type
--------------
(sf)
-----
(cf)
-------
Units
-----
itioned
-------
Type
-----------
(ft)
-----
(sf)
--------
Credit
---------
ZONE1
653
0.064
17.8
270
90
Yes
W.19.2X6.16
20 SlabEdge
Residence
2309
19509
0.79
Yes
Setback
8.0
Standard
No
ZONE2
6
Wall
603
0.064
17.8
90
90
Yes
Residence
624
5616
0.21
Yes
Setback
2.0
Standard
No
OPAQUE SURFACES
PERIMETER LOSSES
Length
Area
U-•.
Insul
Act
Solar
Form 3
Location/
Surface
(sf)
value
-----
R-val
Azm
Tilt Gains
Reference
Comments
--------------
ZONE1
------
No
-----
---
--=-
-----
------------
----------------
1
Wall
653
0.064
17.8
270
90
Yes
W.19.2X6.16
20 SlabEdge
3
Wall
427
0.064
17.8
0
90
Yes
W.19.2X6.16
6
Wall
603
0.064
17.8
90
90
Yes
W.19.2X6.16
8
Wall
244
0.064
17.8
180
90
Yes
W.19.2X6.16
9
Wall
178
0.064
17.8
180
90
No
W.19.2X6.16
it
Wall
10
0.064
17..8
45
90
Yes
W.19.2X6..16
12
Wall
10
0.064
17.8
135
90
Yes
W.19.2X6.16
13
Wall
11
0.064
17.8
45
90
Yes
W.19.2X6.16
14
Wall
11
0.064
17.8
135
90
Yes
W.19.2X6.16
15
Roof.
1179
0.037
30
n/a
0
Yes
R.30:2X6.24
Attic
23
Door
20
0.330
0
270
90
Yes
None
ENTRY DOOR
24
Door
20
0.330
0
180
90
No
None
TO GARAGE
ZONE2
2
Wall
190
0.064
17.8
270
90
Yes
W.19.2X6.16
4
Wall
36
0.064
17.8
0
90
Yes
W.19.2X6.16
5
Wall
160
0.064
17.8
0
90
No
W.19.2X6.16
7
Wall
221
0.064
17.8
90
90
Yes
W.19.2X6.16
10
Wall
168
0.064
17.8
180
90
Yes
W.19.2X6.16
16
Roof
624
0.037
30
n/a
0
Yes
R.30.2X6.24
Attic
25
Door
20
0.330
0
270
90
Yes
None
ENTRY DOOR
26
Door
20
0.330
0
0
90
No
None
TO GARAGE
PERIMETER LOSSES
Length
F2
Insul
Solar
Surface
(ft)
Factor
R-val
Gains Location/Comments
------------
ZONE1
------
--------
-------
----- ----------------------
17 SlabEdge
26
0.760
R-0
No
18 SlabEdge
22
0.510
R-0
No
19 SlabEdge
95
0.510
R-0
No
ZONE2
20 SlabEdge
26
0.760
R-0
No
21 S1abEdge
22 SlabEdge
20 0.510 R-0
54 0.510 R-0
No
No
COMPUTER METHOD SUMMARY Page 9 C -2R
Project Title.......... MR. GILBERT Date..11/21/99 13:39:08
-----------------
I MICROPAS5 v5.00 File-GILBERT Wth-CTZ11S92 Program -FORM C -2R I
User#-MP1829 User -Endeavor Homes Run-GILBERT
-
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----
Orientation
----------------------
ZONE1
0.510
0..650
1
Window
Front
(W)
2
Window
Front
(W)
3
Window
Front
(W)
4
Window
Front
(W)
5
Window
Front
(W)
6
Window
Front
(W)
7
Window
Front
(W)
8
Window
Front
(W)
9
Window
Left
(N)
10
Window
Left
(N)
11
Door
Back
(E)
12
Window
Back
(E)
13
Window
Back
(E)
14
Window
Back
(E)
15
Window
Back
(E)
16
Window
Back
(E)
17
Window
Left
(NE)
18
Window
Back
(SE)
19
Window
Left
(NE)
20
Window
Back
(SE)
ZONE2
1.0
5.0
21
Window
Front
(W)
22
Window
Back
(E)
23
Window
Right
(S)
24
Window
Right
(S)
FENESTRATION SURFACES
---------------------
Area U- Act Exterior Shade
(sf) Value SHGC Azm Tilt Type/SHGC
----- ----- ----- --- ---- --------------
3.0 0.510 0.650 270 90 Standard/0.76
15.0 0.510 0.650 270 90 Standard/0.76
5.0 0.490 0.670 270 90 Standard/0.76
5.0 0.490 0.670 270 90 Standard/0.76
32.0 0.510 0.650 270 90 Standard/0.76
20.0 0.510 0.650 270 90 Standard/0.76
6.0 0.510 0.650 270 90 Standard/0.76
20.0 0.510 0.650 270 90 Standard/0.76
7.5 0.490 0.670 0 90 Standard/0.76
7.5 0.490 0.670 0 90 Standard/0.76
33.0 0.500 0.650 90 90 Standard/0.76
12.0 0.510 0.650 90 90 Standard/0.76
16.0 0.510 0.650 90 90 Standard/0.76
20.0 0.510 0.650 90 90 Standard/0.76
20.0 0.510 0.650 90 90 Standard/0.76
20.0 0.510 0.650 90 90 Standard/0.76
7.5 0.490 0.670 45 90 Standard/0.76
7.5 0.490 0.670 135 90 Standard/0.76
6.0 0.490 0.670 45 90 Standard/0.76
6.0 0.490 0.670 135 90 Standard/0.76
24.0
0.510
0..650
270
90
Standard/0.76
9.0
0.510
0.650
90
90
Standard/0.76
24.0
0.510
0.650
180
90
Standard/0.76
24.0
0.510
0.650
180
.90
Standard/0.76
OVERHANGS AND SIDE FINS
Interior Shade
Type/SHGC
--------------
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
Standard/0.68
---Window--
------Overhang-----
---Left Fin---
---Right
Fin --
Area
Left
Rght
Surface
(sf)
Wdth
Hgth
-----
Dpth
----
Hght
----
Ext
----
Ext
----
Ext
----
Dpth
----
Hght
----
Ext
----
Dpth
----
Hght
----
-----------
ZONE1
-----
-----
1
Window
3.0
3.0
1.0
8.0
1.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2
Window
15.0
5.0
3.0
8.0
1.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
3
Window
5.0
1.0
5.0
8.0
1.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
4
Window
5.0
1.0
5.0
8.0
1.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
5
Window
32.0
8.0
4.0
8.0
1.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
6
Window
20.0
5.0
4.0
2.0
0.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
7
Window
6.0
2.0
3.0
2.0
0.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
8
Window
20.0
5.0
4.0
2.0
0.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9
Window
7.5
1.5
5.0
8.0
1.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
10
Window
7.5
1.5
5.0
8.0
1.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
11
Door
33.0
5.0
6.67
6.5
1.35
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
15 Window
20.0 5.0 4.0 2.0 0.35 n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
16 Window
20.0 5.0 4.0 2.0 0.35 n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
17 Window
7.5 1.5 5.0 8.0 1.35 n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
18 Window
7.5 1.5 5.0 8.0 1.35 n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
COMPUTER METHOD SUMMARY Page 10 C -2R
--------------------------------
-------------------------------------
Project Title.......... MR. GILBERT Date..11/21/99 13:39:08
MICROPASS v5.00 File-GILBERT Wth-CTZ11S92 Program -FORM C -2R I
User#-MP1829 User -Endeavor Homes Run-GILBERT
-------------------------------------------------------------------------------
OVERHANGS AND SIDE FINS
---Window-- ------Overhang----- ---Left Fin--- ---Right Fin --
SLAB SURFACES
-------------
Area
Slab Type (sf)
---------------- ------
ZONE1
Standard Slab 1179
ZONE2
Standard Slab 624
HVAC SYSTEMS
Area
Left
Rght
Surface
(sf) Wdth
-----
Hgth Dpth Hght Ext
----- ---- ---- ----
Ext Ext Dpth Hght Ext Dpth Hght
---- ---- ---- ---- ---- ---- ----
-----------
ZONE2
-----
R -value
-------
Leakage
---------
21 Window
24.0 6.0
4.0 8.0 1.35 n/a
n/a n/a n/a n/a n/a n/a n/a
22 Window
9.0 3.0
3.0 2.0 1.35 n/a
n/a n/a n/a n/a n/a n/a n/a
SLAB SURFACES
-------------
Area
Slab Type (sf)
---------------- ------
ZONE1
Standard Slab 1179
ZONE2
Standard Slab 624
HVAC SYSTEMS
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
------------ ----------- ------------------- -------------- ------ ----------
Water Heater to meet minimum CEC Standards
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates non-standard Natural Vent Area or Vent Height.
REMARKS
Minimum
Duct
Duct
Tested Duct
ACOA
Duct
System Type
----------------
Efficiency
------------
Location
-------------
R -value
-------
Leakage
---------
Manual D
---------
Eff
-------
ZONE1
Furnace
0.800 AFUE
Attic
R-4.2
No
No
0.767
ACSplit
10.00 SEER
Attic
R-4.2
No
No
0.669
ZONE2
Furnace
0.800 AFUE
Attic
R-4.2
No
No.
0.767
ACSplit
10.00 SEER
Attic
R-4.2
No
No
0.669
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
------------ ----------- ------------------- -------------- ------ ----------
Water Heater to meet minimum CEC Standards
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
*** Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates non-standard Natural Vent Area or Vent Height.
REMARKS
COMPUTER METHOD SUMMARY Page 11 C-2R
Project Title.......... MR. GILBERT Date..11/21/99 13.39:08
------------ -----------------------------------------------------
MICROPAS5 v5.00 File-GILBERT Wth-CTZ11S92 Program-FORM C-2R
I User#-MP1829 User-Endeavor Homes Run-GILBERT
-------------------------------------------------------------------------------
REMARKS
HVAC SIZING Page 12 HVAC
Project Title.......... MR. GILBERT Date..11/21/99 13:39:08
Project Address........ ******* ---------------------
OROVILLE, CA. *v5.00*
Documentation Author... Barry Rubanoff ******* I Building Permit #
Endeavor Homes
P.O. Box 1947
Oroville, CA 95965
530-534-0300
Plan Check / Date
Field Check/ Date
Climate Zone........... 11 ---------------------
Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc.
-----------------------------
MICROPAS5 v5.00 File-GILBERT Wth-CTZ11S92 Program -HVAC SIZING
I User#-MP1829 User -Endeavor Homes Run-GILBERT
-
------------------------------------------------------------------------------
GENERAL INFORMATION
-------------------
Floor Area .................
Volume .....................
Front Orientation..........
Sizing Location............
Latitude ...................
Winter Outside Design......
Winter Inside Design.......
Summer Outside Design......
Summer Inside Design.......
Summer Range ...............
Interior Shading Used......
Exterior Shading Used......
Overhang Shading Used......
Latent Load Fraction.......
2933 sf
25125 cf
Front Facing
OROVILLE RS
39.5 degrees
30 F
70 F
104 F
78 F
37 F
Yes
No
Yes
0.20
HEATING AND COOLING LOAD SUMMARY
--------------------------------
Heating
Description (Btuh)
--------------------------------------------
Opaque Conduction and -Solar...... 16649
Glazing Conduction ............... 7085
Glazing Solar .................... n/a
Infiltration ..................... 14291
Internal Gain .................... n/a
Ducts ............................ 3803
270 deg (W)
Cooling
(Btuh)
7951
4605
10484
5867
2100
3101
Sensible Load .................... 41828 34108
Latent Load ...................... n/a 6822
----------- -----------
Minimum Total Load 41828 40930
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outdoor design temperatures, coil sizing, availability of
equipment, oversizing safety margin, etc., must also be considered. It is
the HVAC designer's responsibility to consider all factors when selecting
the HVAC equipment.
HVAC SIZING Page 13 HVAC
---------- --------------------------------
Project Title .......... MR. GILBERT Date 11/21/99 13:39:08
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I MICROPASS v5.00 File-GILBERT Wth-CTZ11S92 Program -HVAC SIZING
User#-MP1829 User -Endeavor Homes Run-GILBERT
-------------------------------------------------------------------------------
HEATING AND COOLING LOAD SUMMARY BY ZONE
----------------------------------------
ZONE 'ZONE1'
Floor Area ....................... 2309 sf
Volume ........................... 19509 Cf
ZONE 'ZONE2'
Floor Area ....................... 624 sf
Volume ........................... 5616 cf
Heating Cooling
Description (Btuh) (Btuh)
Opaque Conduction and Solar...... 5718 2439
Glazing Conduction............... 1652 1074
Glazing Solar .................... n/a 1839
Infiltration ..................... 3194 1312
Internal Gain .................... n/a 441
Ducts .......................... 1057 710
Sensible Load .................... 11622 7815
Latent Load ...................... n/a 1563
----------- -----------
Minimum Zone Load 11622 9378
Heating
Cooling
Description
-----------
(Btuh)
(Btuh)
-----------
---------------------------------
Opaque Conduction and Solar......
10930
5512
Glazing Conduction ...............
5433
3531
Glazing Solar ....................
n/a
8645
Infiltration .....................
11097
4556
Internal Gain ....................
n/a
1659
Ducts ............................
2746
2390
Sensible Load ....................
30206
26293
Latent Load ......................
n/a
5259
-----------
Minimum Zone Load
-----------
30206
31551
ZONE 'ZONE2'
Floor Area ....................... 624 sf
Volume ........................... 5616 cf
Heating Cooling
Description (Btuh) (Btuh)
Opaque Conduction and Solar...... 5718 2439
Glazing Conduction............... 1652 1074
Glazing Solar .................... n/a 1839
Infiltration ..................... 3194 1312
Internal Gain .................... n/a 441
Ducts .......................... 1057 710
Sensible Load .................... 11622 7815
Latent Load ...................... n/a 1563
----------- -----------
Minimum Zone Load 11622 9378
f
Environmental Health Issues:
Septic Permit Review:
Well Permit Review:
Land Development Review:
Permit Clearance
Agriculture Affidavit Required ❑ No ❑ Yes
Designated Well Site ❑ No ❑ Yes
Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes
?arcel Created by: ,
❑ Deeds Date of Creation: Legal Access Provided:
Deed Reference: Legal Access Required:
Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name:
Complies with County Standards for Deed Creation: ❑ No ❑ Yes
Comments:
Map Date of Recording: 2 — 2.-) — 9 S0
Lot:
❑ No ❑ Yes
❑ No ❑ Yes
Block: Book: ) 391
Page:L� � I •%
-onditions That Must be Met Prior to Issuance of Permit:
❑ Verify Legal Parcel ❑ Verify Legal Access
❑ Provide Creation Deed
❑ Comply with condition no. of conditions of approval for the
❑ Obtain a Certificate of Compliance (See Planning Division for application).
❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment).
❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23).
❑ Constrict road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements.
❑ Other
:eneral Comments:
PPJ FGS ►�� �Q'2- .
Sig E>2 I� E:.pS .
❑ APPROVED CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL
PERMIT CLEARANCE
Permit #:Date:
Zoning
Street & Highways
Fire Prevention
General Information
Front
,Codd
-S
Side
Owners Name: 21 5 N G! L f3E 2 1
Parcel Acreage:
t–� 0 A L +�
Owners Address: ) O to Lj 1-">-C) a I tj C O.IJ ST, D C2nV) LLQ CA 5
Building Site Address: 13132 .�
W l LL.I i rj
r,
Rear
eMeertylnformation
Height
Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial
❑ Mobile Home SFD
❑ Residential Accessory
❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other
Zone District: V I
Date of Zoning Ordinance:
8
General Plan:
Development Agreement:
Use Permit:
Variance:
Parcel Is In: Land Conservation Agreement
A No ❑ Yes, check use
Minimum Acreage:
Nitrate Action Plan
f No ❑ Yes
Violation Area
No ❑ Yes
Specific Plan
jj No ❑ Yes
❑ Chico ❑ D2N ❑
Cohasset
Enterprise Zone
® No ❑ Yes, check use
Floodplain
No Yes
❑
' t
Zone: x— Panel
Number: OS S 40 C--
No E] Yes
Watershed Protection Zone
Proposed Use Complies With: 11 General Plan
® Zoning
Proposed Use Requires: ❑ Use Permit
❑ Minor Use Permit
❑ Administrative Permit
❑ Accessory Building Use
Commercial/Industrial/Multi-Family Uses:
Parking: ❑ Parking Requirements are OK as Shown ❑ Other
Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other
Road and Drainage Improvements Required: ❑ No ❑ Yes
Applicable Setbacks:
Zoning
Street & Highways
Fire Prevention
Subdivision Ma
Front
,Codd
-S
Side
Side street
Rear
2 T�
J L/
Height
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MICHAEL MOONEY 5A Madrone Ave.
CIVIL ENGINEER Oroville, CA 95966
RCE 20647 530-533-2131
Expires 9-30-01 530-534-0902 Fax.
Butte County December 10, 1999
Department of Development Services
Building Division
7 County Center Drive
Oroville, CA 95965
Re: Gilbert Residence
APN 041-610-002 '
I have reviewed the trusses and they are adequate for my design.
Thank you for your consideration.
Michael Mooney
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` NOTES
•t
w
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—z
t
RESIDENTIAL
PERMITS 041-610-002 PERMIT #99-2785
GILBERT, Krisna -
3332 Williams Rd., Oroville
Cont: Berger Construction ,
New Single Family `Z Z 3-01
'f�y0-16�'
11 SPECIAL CONDITIONS 11
CHECKED
BY
-tXSRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
1 VERIFY
i USE PERMIT CONDITIONS
i SUB -STANDARD HOUSING LETTER
OFFICE COPY
Address
GAS
Meter By Date)
EL C
Met m+e
y Da+e--
ELECTRIC ssAA
Meter By (fes Date? *P
P
JOB F I N A L E D (Date)
Signature
tDmat— 'e 11
COUNTY OF BUTTE T It
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
411 Main Street * Chico, CA* (530) 891-2751
7 County Center Drive * Oroville, CA • (530) 538-7541
CORRECTION NOTICE
2 :2A
OWNER PERMIT NO.
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. col cyou have any questions pertaining to this matter, or need additional explanation,
/,
please co ct this office immediately.
fflWffAFjVA
Date 2 7 Inspector
7
REV 10/92
• � .'t.ti•..'�^+^^.✓•j��KiSTYiy�Jl.,.....t/`'�i,r�...�'rJc'�rf'�. �_„-•-.. r`t.�_�._S�'�...,p„�r�
COUNTY OF BUTTE
~ "BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES -
411 Main Street • Chico, CA • (530) 891-2751
7 County Center Drive • Oroville, CA • (530)538-7541
/ ORRECTION NOTICE2:7 el;
t OWNER r PERMIT NO. ,
A routine inspection indicates that the following violations of butte county Ordinances exist at the
above address and should be corrected. Please notice this office when correction of work is
completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately.
lD
Date Inspector l *— s
—� REV 10/92
CERTIFICATION OF INSULATION
ADDRESS OR TRACT
SACRAMENTO INSULATION CONTRACTORS
P, �
LOT #
❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026
1309,MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026
�/
❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026
^ ��
❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675
�i
A (� j
\jy l.i�uy
❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675
DATE INSULATION COMPLETED
( SQUARE FEET)
( SQUARE FEET)
( SQUARE FEET)
TYPE OF INSULATION
TYPE OF INSULATION
TYPE OF INSULATION
MATERIAL
FIBERGLASS
MATERIAL
FIBERGLASS
MATERIAL
FIBERGLASS
FORM
BATTS
FORM
BATTS & BLOW
FORM
BATTS
MANUFACTURER'S PRODUCT I.D.
MANUFACTURER'S PRODUCT I.D.
MANUFACTURER'S PRODUCT I.O.
MANUFACTURER
MANUFACTURER
MANUFACTURER
OCF
OCF
OCF
BAGS
R - VALUE
INSTALLED
APPLIED
THICKNESS
R - VALUE
INSTALLED
APPLIED
THICKNESS
MIN. INSTALLED
WEIGHT PER
SQUARE FOOT
R - VALUE
INSTALLED
APPLIED
THICKNESS
YZ
2
t y 3/
KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE
MATERIAL
FORM
R VALUE
MANUFACTURER
FIBERGLASS
BATTS
OCF
AIR INFILTRATION SEALANT
MATERIAL
MANUFACTURER
pl-c--)-R „ 1
W R GRACE
THIS IS TO CERTIFY THAT INSULATION AND/OR
SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES,
IAL STANDARDS AND REGULATIONS.
• SIN TUR INSUL TION CO A
%�
TITLE
MANAGER
D
e
SIGNATURE- ERAL CONTRACTOR
TITLE
DATE
SIC -303 BUILDER COPY
V=OK
= JJotAppliceble MOBILE HOMES
= Not Ready
Date ' MOBILE HOME UTILITIES (Plans) OK except #'s
1. Zoning Requirements-Setbacks-Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location-Test-Fall-C/O-Concrete
4. Water; Location -Test -Easement Needed (Sketch)
5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"L"ft./ /'LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cert.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts- Bea ms- Rftrs.-Connectors
Shthg.-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6.
Carports; Windows -Doors
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rftrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures-Panelboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
✓ = OK
0 = Not OK
- = Not Applicable
= Not Ready
RESIDENTIAL (:
Date
Skfderfloor (Plans) OK except #'s
Zoning -Setbacks -Easements• Flood -Slope
Main; Soils-Elec. Grnd.-42,W-'rt'g_. Depth
3._,�ig!Garage;
Soils- Steel- FIA. Grnd.-/-Mg. Depth
4.
Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth
5.
Stemwalls, Main; Steel- Blockouts-Wrapped
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
6a.
Hold Downs and Special Anchors
L�19
lab, Steel -Wrapped
8.
Piers- ireplace Ftg.-Steel
W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
11.
Water Pipe; Test -Anchors -Regulator -Service Test
12.
Electric Underground
13. Plenums & Ducts; Clearance -Material -Support -Ins.
14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
15. Access & Ventilation
16. Insulation
11
Date 2 Card B-1 Date Card B-1
Date p Card B-1 Date Card B-1
Date f PLUMBING (Permit) OK except #'s
t 7--VVa_ter Htr.; Vent -Access -Combustion Air Baffle
(1 ate Pipe; Test & Anchor -Nail Protection
.W.V.; Test Fittings & Anchor -Nail Protection
ower an; Test, First Floor -Tub Access
IK_TRt Tub & Shower, Second Floor -Tub Access
Gas Pipe; Sixe & Anchors
Date 742_ -2106 Card B-1 e4� Date Card B-1
c
Date Card B-1 Date Card B-1
Date ELECTRICAL (Permit) OK except #'s
ixtu e & Transformer Clearance -Ins. Protection
Elec. Receptacles Spacing -Lights & Switches at Doors
Size Boxes & No. of Conductors Stapled
49"Ror9ex Installed Close to Edge of Studs & C.J.
Ground made up w/Mech Fasteners -Bond Gas & Water
2 Appliance Circuits in Kitchen & Conductor Size GFI
29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI
30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al
Insulated Neutral Q Yes Q No
&A4!Servty-A3er Conductors & Ground Main Disconnect
La?—.Equip. Clearances Panels-Motors-Mech. Equip.
3a '_.�:e:b&s_Q.oset Light -Shower Light -Spa Light
%' Smoke Detector
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date JMECHANICAL (Permit) OK except #'s
Ducts Insulation & Support
Ve t Fan, Exhaust above insulation
Condensate Drain & Overflow, Size & Grade
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
39 Attic Access & Platform if Furnace in Attic
Date '� ? DU Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMING (Permit) OK except #'s
146"Sits Proper Materials & Anchors
W2Ils Studs -Nailing Spacing & Braces -Plates -Sound
Bearing Walls over Girders & Floor Nailing
Draft Stop in Walls (rat proof)
4 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs
Headers & Beams -Size & Bearing
"Ingle & Duplex) '
Date FRAMING (Continued) r
angers -Post Ca nchrs nnector
Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng.
�8!FiWace Ties or Type A Flue -Fireplace Throat Clearance
Attic Access; Size & Romex Protection, Draft Stop -Ins. Baffles
Bdr . Windows or Exiting Doors -Sill Ht. & Dimensions
Garage Fire Protection Framing
roperty Line Firewall & Openings
xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
Plywood n Roof Overhang -Attic Vents -Rafter Outriggers
ai mg Veneer
541'11 D 0 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
lazing Area -Glass Protection-Skvliohts-Plastic
0. Brace
61' Insula
62. Infiltra
Date %4=7/40 Card B-1 Date Card B-1
Date 0-0 Card B-1 Date Card B-1
Date NAL (Plans) OK except #'s
Ext ps-Door & Sidelight Protection -Landings
Smo ar"
Furnace Vents -clearance -Comb, Air -
Connector -Ind; Above Floor-Ducts-Mech. Protection
P/f 7. G.F.I $BaIR Fixtures & Tub Access -Spa
d_fiB1Elere-1Yim & Suboanel. Breaker Sizes & Labels
Firepla or Stove, Clearance -Hearth
/I Iec—Outlets at Wood Panel, Int. & Ext.
l�l�Kit. Fixt. ppliance; Ground -Air Gap -Cooking Clearance
e s & Receptacles at Kit. Counter
Garage Fire Door, Swing -Landing -Closure
r
tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
E
Joe—& Mech. Equip. Listed for Location
let a eptacles in Garage (F.F.I.)-Romex Protection
Insu . - oam-Looked in Attic
Guard Rails & Deck Construction -Post Caps
ents & Crawl Hole Door Drainage & Wood -Earth
82. 'Following Instld./Driye_O Yes 34ftMalks Q Yes-lWo/Planters Q YesJEMo
A.C. "bisconnect, Electrical -Plumbing
ent a Roof, Plbg-Appliance-Fireplace-Clearance to Openings
Wat ell, Disconnect, Electrical, Plumbing
xte - ec. Trim, G.F.I. Receptacle -Underground
Ventil . nfh_roughout House
i lass Protection
n rom Previous Inspections
9 est -M efs Tagged, Gas -Electric
e 9 Sewer Connected -C/O to Grade -HD Approval
ne yCompliance Certificate -Other Certificates
ddress Posted
Date Card B -t Date Card B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
1\
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 P RMIT NO.
(Rev.12/96) -. APPLICATION AND PERMIT ���
i
ASSESSOR PARCEL NUMBER
041-61 —0—D09
ZONING
BUILDING PERMIT
Cy
OWNER
TELEPHONE
SO, Fr, OCC. BUILDING VALGA ION
.OWNERS MAILING ADDRESS
inAA ROBINSON, DROVILLE 95966
767 U
13
CONrRACTOR'S NAME
TELEPHONE
-
,$06
CONTRACTORS MAILING ADDRESS
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation Is
ARCHITECT OR ENGINEER
LICENSE NO.
Filen Fee
$ 20.00
Permit Fee
$ 947-50
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$
BUILDING ADDRESS
3332 WILLIAMS ROAD, OROVILLE
Energy Plan Checking Fee
$ 23-00
$
PERMIT FEE
$
LAT NO.
SUBDIVISION'S NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF � Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
-1500
15.00
15 00
TYPE OF WORK
New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work:
Gas piping system 1 - 5 outlets
15.00 15.00
Building sewer
15.00
Mobile Home I S I G I W
@20.00
PERMIT FEE
$
ELECTRICAL PERMIT
Filing Fee 20.00
EOOV OR LESS
Main Service 2o0.,OR LESS
23.00 23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in orce and effect.
License Class Lic. No,
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Main Service 200A TO 1000A
46.00
NEW CONST. DWELLING ffUP.
OR ADDNS. & ACC. BLAS.
SO
3.5¢x'
NEW CONST.
NON•RESID. MULTI -OUTLET
c
'
@7.50
POWER APPARATUS
8 SINGLE OUTLET CIR.
Ex. Occup. OUTLET OR ForruREs
20 @ 1•00
BAL. @ .50
Ex. Occup. OUTEIEfS Aa I EA.
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PERMIT FEE
$ 172.50
MECHANICAL PERMIT
Filing Fee 20.00
Heating
2 30.00
Cooling
2 30.00
Hood
6.50 6.50
Ventilation
PERMIT FEt
$ 86.50
Policy Number
one hundred dollars ($100) or less.)
(De above sections need not be completed if the permit is for work of a valuation
01-11"Certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensafi4 provisions of section 3700 of the Labor Code, I shall
forthwith comply V ose provisions.
Date L� •
ture of Applica - ❑ Owner Z Contractor ❑ Agent %
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height. 46
Mobile Home Installation Fee $
Energy Inspection Fee $ 46.0
occ
R-3
CONST. TYPE
VN TOTAL FEE $ 2.047.38
HAZ.
_
D. FEES IMP
X X
FLOOD
X
CDF
X
PARCEL
X
Po
X
HD
X
ISSUE
X
This permit is hereby issued under
of the Butte County Code and/or
indicated above for which fees have
By zf
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
Date
2/23/01
(Date)
LReceiplNo . 281111/716.60/ /Z$
E-D.D.S.-B. A SSOR PINK -INSPECT R GOLDENROD -APPLICANT
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERWT NC
�Pv.t2/s§)• APPLICATION AND PERMIT-�.7
A.ar�oRPAR�w,�a rDMNO�BUILDING PERMIT , / D'-- D
a""E" rl �-�. TnoNDNa SO. FT. OCQ. BUILDING VALUATION
00 MCTOR7 NAT! T NU 0
e ,.,�•Lill
OON5TWCTION U906t —
LOOOM LWL1N° ADOACU Fre lace
Total Valuation S v
ARCNTTECf OR FlJOI►Ef31 UCFl6F NO.
Ffinq Fee $ 20.00
"OCT OR ENMEERe MOWUNo ADDRESS Permit Fee _
I
euaolNo AOORros
Plan Checking Fee $
PERMIT FEE I ! of L
Mobile Home Installation Fee I S
Ener y Inspection Fee S
c 9
co TT TOTAL F S
/ My D. FEES F1 D CDF py(GfNDy 65�
This permit its hereby issued under the applicable provisions
666 of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
•roll
NDN•RESID.
Energy Plan Checking Fse
i
POWFTI APPAMnA
i swmz OWLU CIF.
PERMIT FEE
$
L0TNO.
1 sua"0"4*,eruP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF Duplex ❑ Mobilehome ❑ Other1Nnter
spm"
Each Tr
7,00 , 00
Solar or heat pump water heater
23.00 .
piping
15.00 1$:
TYPE OF WORK
New "dition 17 Remodel ❑ Utlitios ❑l Installation ❑ Other ❑
.Coc it be Work: /
Each gas water heater or vent
15.00 CIO
Gas Piping system 1 - 5 -outlets
15.00
Building sewer
15.00 /S _
Mobile Home S G W
@20.00
PERMIT FEE
S /
ELECTRICAL PERMIT
Filing Feel 20.00
Main Service °0°" °R I '
200A OR Lisa
Main Service 200 TO 1000A
!
23.00 �_Wo
48.00
NEW CONST.
OR ADONS. ° i �OCCUP. )
3.St�a l'1Li
PERMIT FEE I ! of L
Mobile Home Installation Fee I S
Ener y Inspection Fee S
c 9
co TT TOTAL F S
/ My D. FEES F1 D CDF py(GfNDy 65�
This permit its hereby issued under the applicable provisions
666 of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
•roll
NDN•RESID.
97.50
POWFTI APPAMnA
i swmz OWLU CIF.
EX. OCCU ovrler OR FCRURE9 10 0 1.00
SAL !0
Ex. Occup. 11 D 'w°U o.°ER, 5.00
Temporary Service 23.00
—
Mobile Home Facilities 20.00
Misc. Wiring 23.00
PERMIT FEE S
P
MECHANICAL PERMIT Fling Fee
20.00
Heating
30,60
Coolin
Hood 6.50
/n.�lJ
PERMIT FEE I ! of L
Mobile Home Installation Fee I S
Ener y Inspection Fee S
c 9
co TT TOTAL F S
/ My D. FEES F1 D CDF py(GfNDy 65�
This permit its hereby issued under the applicable provisions
666 of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
•roll
COiI1 TY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
, 7.COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
PERMIT APPLICATION DATA SHEET
OWNER: a, ASSESSOR PARCEL ER: 041 67 --OO
Proposed Building Use: /t-a44;Sr-Building Inspector: Date: ;;) '
At time of permit application, I was advised the following data must be submitted prior to permit proce sing fand/or issuance:
Date Received By
❑ 1. All items have been submitted.------------------------------------------------------------------------------------- .
02. Plot plans, 3/4 sets, signed by the preparer of plans.----------------------------------------------------=-------
03.
-=--!❑3. Complete plans, 3/4 sets, signed by the prepares of plans. -----------------------------------------------------
04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. --------
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------
06. Energy Design Compliance and supporting documentation. ----------------------------------------------------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------------------
❑ 8. Hazardous Material Form-------------------------------------------------------------------------------------------
❑9 Manufactured Home data and installation instructions including Tie Down Specifications.------------------
410'10. Fees of $ a � W IAV------------------------------------------------------------
pact fees as shown on the attached schedule. --- -- --------------------------- -----------------------------
California Department of Forestry plan approv s--���-------------------
❑ 13. Flood elevation certificate. ----------------------------------------------------------------------------------------
%/@`14. Sanitation and plot plan approvalep "(�
Health Department -------------------------------------------
❑ 15. City of Chico plumbing permit. -----------------------------------------------------------------------------------
6. Plot plan and business license approval from the City of Biggs. ------------------------------: -- -
t �6 FST
7. Planning approval for (A) Use: O �B) Parking: - �---------- `Z- 16 -
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. -----------------------
1119.
----------------------
❑19. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------
020. Pre -inspection for required Request to Building Inspector on (Date)
021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------
/� ❑22. Workers' Compensation carrier and policy number.------------------------------------------------------------ i
1123.
-----------------------------------------------------=---
❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner -0) ---------------------------------------- ,
Q24. Letter of signature authorization. --------------------------------------------------------------------------------
l, 25. Recorded copy of Agricultural Acknowledgment Statement. --------------------------------------------------
❑ 26. Letter of intent on building use. -----------------------------------------------------------------------------------
❑ 27. Manufactured Home utility clearance.--------------------------------------------------------------------------- '
❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- +
29. 0433 A, ❑Grant ed, ❑ M.H. Title, ❑ Check to H.C.D $ .---------------
V 0. Other: /dip/ /,l /u n [ - Oii ,(.�-------
When you issue the permit, rocess.as follows ❑ Mail to owner, ❑Mail to tractor.
I1Telephone L1�- V�J and hold for pickup at office. ❑ De ' th inspector,, ;
Applicant:
Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire DepartmSt, Pollution Date: By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By:
1. Index permit application for the above items numbered: /6t- ❑ Plan Check List
2. Additional items required:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin �i n counter, by Date:
Plans reviewed by: Date: Plans approved by: VOV Pi4't- Date: Gt9
Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date _ Q�
Yellow Copy - Department of Development Services, Building Division.
E.H. S�E ONLY
Plot Plea Attached \
Float Plan AtteehedI
Soret to B.D. ) Z.-�l ! 9 �,
TO: Building Department `s
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Owner Location qp
Plan Approved for: Sewage Disposa Water I) Public Private Well
Clearance for dwelling. Other l LL / Z—'f
Hold final for:
Final clepWce O.K. for-
NOTE:,
or:NOTE:
iron ental Health Specialist Date
8/96
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541
SCHEDULE OF FEES DUE
OWNER
PROPOSED BUILDING USE %LCi Is r=
—Pk 1. BUILDING PERMIT FEES
-- Balance Due ................ $ c v a
-- Additional Fees Due ........... $
-- Additional Fees Due ........... $
-- Revised Plan Checking Fee ....... $
2. SCHOOL DISTRICT FEES �c�L -
(paid at District Office)
A.P. #
DATE c�
RECEIPT # DATE REC
vl' 3. SHERIFF FEES (paid at Building Division) //�� xx
Residential ........ x $360.00 = $3440 V
Units
Commercial (sq.ft.)... x $0.03 = $
Sq.Ft.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit) . x = $
#Units Amt.
Commercial (sq.ft.) .. x =$
Sq. Ft. Amt.
5. RECREATION DISTRICT FEES (paid at District Office)
6. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division)
7. SRA FIRE INSPECTION AND PLAN CHECK
9.00 (paid at Building Division)
8. WATER TENDER FEES (Battalion # - )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division)
10. OTHER
I "P
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit.
These fees may be changed during the plan the 'ng process.
APPLICANT DATE
Pursuant to G rnment Code Section 66020,"you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your
project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may
protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97)
.f
I
-BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
I
School District (:/� Building Department No. r
•A ;P. Number-- ('p �- C Jurisdiction: CityCounty
Property OwnerT"-
Property Location/Address
Subdivision
Lot No.
r
Residential DevelopmentI I LJ F u Sq. Footage
Commercial/Industrial
Building DepartmenttRE
No of Living
Mobile Home
;
Addition/ *Supplemental to (Group R)
Units
Installation
District Identification No.
Conversion (Permit # f•
a
t
'�N foundation o ...}
` Sq. Footage
New
Addition
(Including Exterior
.
Roofed Areas)
Date
(Floor Plans reviewed by School District Personnel)
1p 9
District Identification No.
School.. District certifies that
t
(Applicant)
}
.33,3 A
(Street Address)
(Phone Number)
deoville � �
�-
9sy�s�
(City) t
(State)
(Zip Code)
a has complied with the requirements of Resolution No.
"���P
—
by payment of s 5"39 • '%�,
Jrepresenting a 933 'square
feet.
AB 2926
S
t
FULL MITIGATION
b
11
1
2 -Z&e�-O
School District Representative
1
1
Date
Paid by Check # 23 3 Remarks:
Notice: You may.protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the imposition of the fees in any,court action.
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School. District is
notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA),
this project may be subject to additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)dmm
ANI) WREN RECORDED MAIL TO:
BUTT]k COUNTY BUILDINfG DMSION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95%5
2000-010 1 6
Recorded I REC FEE - 16.00
Official Records I
County Of I
BUTTE I
CANDACE J. GRUBBS I
Recorder I
ROSEMARY DICKSON I
Assistant I Myles
10:50AM 23 -Feb -2000 I Page 1 of 4
AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT
FOR RESIDENTIAL DEVELOPMENT
Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The
property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this I J.
property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to
herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation,
.plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established
agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience
or discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described as follows:
Assessor's Parcel Number 041-610-002
Parcel Map 139, page 44.
Date
State of California
County of /&Wta.
PROPERTY OWNERS:
.0
i eRISNP 611- cr
personally appeared
personally
known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the
instrument.
WITNESS my hand and official seal
Signature �l Seal: JM F�l"ESS
Cm 'e*n 01238985 0 MI
Wtwy PAk
kee C&Aq, Cdlkmh
A.P. # t�T� ^ A�—COb� ��^ 15, 2003
ORDER NO. BU -173454 TB
DESCRIPTION
THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF
CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS:
PARCEL Is
PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE
OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,
ON FEBRUARY 27, 1996, IN BOOK 139 OF MAPS, AT PAGE(S) 43, 44, 45,
46 AND 47.
A CERTIFICATE OF CORRECTION RECORDED MARCH 5, 1996, UNDER BUTTE
COUNTY RECORDER'S SERIAL NO. 96-8249.
RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS
AND ROAD AND PUBLIC UTILITIES AS SHOWN ON SAID MAP.
THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND
RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF
RESTRICTIONS RECORDED FEBRUARY 27, 1996, UNDER BUTTE COUNTY
RECORDER'S SERIAL NO. 96-7100, BUTTE COUNTY, CALIFORNIA; ALL OF
WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME
FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND
GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND
AGREE TO THE TERMS OF SAID DECLARATION.
PARCEL II•
A 60 FOOT NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, ROAD AND
PUBLIC UTILITIES OVER WILLIAMS ROAD AS SHOWN ON THAT CERTAIN PARCEL
MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,
STATE OF CALIFORNIA, ON FEBRUARY 27, 1996, IN BOOK 139 OF MAPS, AT
PAGE(S) 43, 44, 45, 46 AND 47.
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF
PARCEL I, DESCRIBED.HEREIN.
PARCEL III:
A 60 FOOT NON-EXCLUSIVE EASEMENT FOR ROADWAY AND PUBLIC UTILITY
PURPOSES OVER A STRIP OF'LAND LYING 30 FEET ON EACH SIDE OF THE
FOLLOWING DESCRIBED CENTERLINE WHICH TRAVERSES PORTIONS OF SECTIONS
17 AND 20, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT LOCATED IN THE CENTERLINE OF THAT CERTAIN
BUTTE COUNTY ROADWAY KNOWN AS WILLIAMS ROAD AND SAID POINT BEING
THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHEAST QUARTER OF
SECTION 20, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND
1sigRy*4h') ii
r V �
ORDER NO. BU -173454 TB
PARCEL III• CONTINUED
MARKED BY A 1 1/2 INCH GALVANIZED IRON PIPE SET IN CONCRETE FLUSH
WITH THE GROUND AND IDENTIFIED BY A BRASS PLUG STAMPED LS 2780 AND
ALSO BEING THE CENTERLINE OF AN EXISTING ROADWAY KNOWN AS THE "OLD
STAGE ROAD", AND REFERRED TO IN THAT CERTAIN DEED FROM REINETTE
CLARK PORTER TO W. C. CANNELL WHICH WAS RECORDED MARCH 4, 1966, IN
BOOK 1416, PAGE 660, OFFICIAL RECORDS; THENCE ALONG THE CENTERLINE
OF SAID "OLD STAGE ROAD", NORTH 0 DEG. 34' 34" EAST FOR 105.17
FEET; THENCE NORTH 50 DEG. 08' 46" WEST FOR 106.84 FEET TO AN ANGLE
POINT IN SAID "OLD STAGE ROAD"; THENCE LEAVING THE CENTERLINE OF
SAID "OLD STAGE ROAD", AND CONTINUING NORTH 50 DEG. 08' 46" WEST
FOR 189.54 FEET; THENCE NORTH 17 DEG. 45' 18" WEST FOR 383.83 FEET;
THENCE NORTH 0 DEG. 49' 02" WEST FOR 238.99 FEET TO THE BEGINNING
OF A 100 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE
FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31
DEG. 13' 04" FOR AN ARC DISTANCE OF 54.49 FEET TO THE END OF SAID
CURVE; THENCE TANGENT TO SAID CURVE, NORTH 32 DEG. 12' 06" WEST FOR
58.89 FEET TO THE BEGINNING OF A 100 FOOT RADIUS CURVE CONCAVE TO
THE SOUTHEAST; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH
A CENTRAL ANGLE OF 75 DEG. 52' 02" FOR AN ARC DISTANCE OF 132.41
FEET TO THE END OF SAID CURVE; THENCE TANGENT TO SAID CURVE, NORTH
43 DEG. 39' 54" EAST FOR 372.56 FEET; THENCE NORTH 26 DEG. 23' 04"
EAST FOR 250.04 FEET TO A POINT LOCATED 30 FEET WESTERLY OF THE
EASTERLY BOUNDARY LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF
SECTION 20; THENCE PARALLEL TO AND 30 FEET WESTERLY OF SAID
BOUNDARY LINE, NORTH 0 DEG. 34' 34" EAST FOR 247.26 FEET; THENCE
NORTH 18 DEG. 02' 01" EAST FOR 100.00 FEET TO A POINT IN SAID
EASTERLY BOUNDARY LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF
SECTION 20; THENCE FOLLOWING ALONG SAID BOUNDARY LINE, NORTH 0 DEG.
34' 34" EAST FOR 668.70 FEET TO THE NORTHEAST CORNER OF SAID WEST
HALF OF THE NORTHEAST QUARTER OF SECTION 20; THENCE FOLLOWING ALONG
THE EASTERLY BOUNDARY LINE OF THE WEST HALF OF THE SOUTHEAST
QUARTER OF SECTION 17, NORTH 0 DEG. 00' 13" EAST FOR 785.04 FEET TO
THE INTERSECT WITH THE NORTHERLY BOUNDARY LINE OF THAT CERTAIN
PARCEL OF LAND CONVEYED BY DEED FROM ROBERT G. AND SARA W.
WATERHOUSE TO ROBERT R. LATCHFORD AND MICHAEL STRIEBY, DATED MARCH
20, 1967 AND RECORDED IN BOOK 1464, PAGE 308, OFFICIAL RECORDS AND
BEING THE END OF SAID DESCRIBED CENTERLINE.
PARCEL IVs
A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES, 30 FEET IN
WIDTH AND 60 FEET IN LENGTH, LYING WESTERLY OF, CONTIGUOUS WITH AND
ADJACENT TO THE FOLLOWING DESCRIBED LINE:
COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 17, 16, 20 AND
21, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE WEST ALONG
THE SOUTH LINE OF SAID SECTION 17 TO THE EAST 1/16 CORNER OF
SECTIONS 17 AND 20, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF
CONTINUED
ORDER NO. BU -173454 TB
PARCEL IV: CONTINUED
THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 17; THENCE
NORTHERLY 785.04 FEET ALONG THE EASTERLY LINE OF SAID WEST HALF AND
THE TRUE POINT OF BEGINNING FOR THIS EASEMENT; THENCE NORTHERLY
ALONG SAID EASTERLY LINE 60 FEET TO THE END OF THIS EASEMENT.
PARCEL V-
A RIGHT OF WAY OVER AND ALONG A STRIP OF LAND 30 FEET IN WIDTH, THE
WEST LINE THEREOF BEING DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF THE FOLLOWING DESCRIBED PARCEL
OF LAND; THENCE SOUTH TO THE SOUTHERLY LINE OF THE NORTHWEST
QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M.
SAID LAND BEING DESCRIBED AS FOLLOWS:
A PORTION OF SECTIONS 9 AND 16, TOWNSHIP 21 NORTH, RANGE 3 EAST,
M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 9, AND RUNNING
THENCE SOUTH ALONG THE EAST LINE OF SAID SECTIONS 9 AND 16, A
DISTANCE OF 6600 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF
THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 16;
THENCE WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SAID SECTION 16, A DISTANCE OF 1320 FEET TO
THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SAID SECTION 16; THENCE SOUTH AND PARALLEL WITH THE EAST
LINE OF SAID SECTION 16, A DISTANCE OF 1640 FEET; THENCE WEST AND
PARALLEL WITH THE NORTH LINE OF SAID SECTION 16 TO A POINT THAT IS
1211.1 FEET DUE EAST OF THE WEST LINE OF SAID SECTION 16; THENCE
NORTH AND PARALLEL WITH THE WEST LINE OF SECTIONS 9 AND 16, A
DISTANCE OF 8240 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID
SECTION 9; THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 9, A
DISTANCE OF 4068.9 FEET, MORE OR LESS, TO THE POINT OF BEGINNING.
PARCEL VIs
A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN
WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT
CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE
COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 117 OF MAPS, AT
PAGE(S) 36; THENCE ALONG THE WEST LINE OF SAID PARCEL 3 NORTH 00
DEG. 04' 44" EAST 236.01 FEET TO THE TRUE POINT OF BEGINNING FOR
THIS EASEMENT; THENCE NORTH 25 DEG. 47' 02" WEST 130.39 FEET;
THENCE NORTH 00 DEG. 10' 48" EAST 129.93 FEET; THENCE NORTH 22 DEG.
11' 09" EAST 150.53 FEET TO A POINT ON THE WEST LINE OF PARCEL 4 OF
SAID PARCEL MAP AND THE END OF THIS EASEMENT.
` RESIDENTIAL PLAN
REVIEW GUIDE
SINGLE FAMILY, DUPLEX AAD
MISCELLANEOUS ONLY
gun • ;
Owner: Q,�%+De Building Permit Number:
Plans Examiner:S A. P. Number:z—
oning requirements — (number of permitted living units).
Building permit valuation.
Plans signed by the designer.
Proper description of work on the application.
Existing violations on the property.
Recorded notice of violation.
LOT PLAN:
Complete parcel size and dimensions.
Setbacks, side yard, easements, etc. -
Other buildings or structures.
rading, fills and/or drainage.
Flood hazard.
%Special conditions on Parcel Map (Noise, S ire Sprinkl ater Tender Traffic and Drainage
fees).
FAU & FAS road setback.
Building or utilities across lot lines (record form).
FL R PLAN: .
Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building
Code section 106.3.3).
10% of natural light and 5% of ventilation (Uniform Building Code section 1203). .
.,,Egress windows (Uniform Building Code section 310.4).
Skylights (Uniform Building Code section 2409 & 2603.7). °
Glazing in Hazardous locations (Uniform Building Code section 2406).
equired room sizes and ceiling heights (Uniform Building Code section 310.6).
CI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210).
rohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5).
Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5).
Garage firewall separation - required on garage side including supporting walls and posts (Uniform
VBui�ing Code section 302.4 exception #3).
ood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space).
Smoke detectors -(Uniform Building Code section, 310.9.1).,
W ter closet clearances (Uniform Plumbing Code 408.5).
Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7).
December 1999 3.2
!� C4, -X, -e�0 11- 6 /�' 4Y( /Ja�.�¢�S �y✓s�
TRUCTURAL DETAILS:
Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4).
Standard bracing or engineered design (Uniform Building Code section 2320.11.3).
� Clerestory requiring balloon framing and/or engineering.
Three story building requiring engineered calculations and plans.
Foundation plan complete enough to construct building (Uniform Building Code Table 18 -I -C).
Floor construction details complete enough to construct building.
.' Elevations and wall construction details complete enough to construct building.
' Roof construction details complete enough to construct building.
.' Rafter ties or bearing ridge beam.
rFireplace construction details and calculations if necessary.
Garage door header size(s).
porch header size(s).
3"Stud heights.
. Expansive soil — special foundation design required.
Retaining walls requiring design.
W. Special Inspection requirements.
W -Header sizes.
18. Gypsum wallboard nailing inspection required.
ISCELLANEOUS ITEMS:
irway details — landings, rise and run, head clearance, handrails (Uniform Building Code section
1006).
Guardrails (Uniform Building Code section 509).
rick or stone veneer (Uniform Building Code section 1403)._
---Exterior plaster — weep screeds (Uniform Building Code section 2506.5).
Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2).
Roof covering type — (fire hazard).
tFoam insulation — protection.
36" halls and stairways (Uniform Building Code section 1004.3.3.2).
Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2).
Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7).
Attic access and ventilation (Uniform Building Code section 1505).
Combustion air for fuel burning appliances — LPG requirements.
ound requirements.
Energy design compliance and supporting documentation.
lashing at all exterior openings.
j..DF respo ible area requirements.
' Permit requirements:
SRA.
17.2. Flood elevation certificate.
Fire Sprinklers required.
17.4. Special Inspection requirements.
17.5. Use Permit conditions.
17.6. Sub -Standard Housing letter.
December 1999 3.3
i
`MICH�4EL M�O� _ 5A �RoNEAvz.
CIVIL ENGINEER 4RovILLE, CA 95966
RCE 20647 (916) 533-2131
Butte County January 20, 2000
Development Services Department
Building Division
7 County Center Drive
Oroville, CA 95965
Re: Berger/Gilbert
Permit # 99-2785
This transmits plan check response to items 4 & 5 of your letter
of December 20, 1999.
Calculations provided for Wall Line 2, and 5. Calculations for
line 5 were made assuming that Weight of building tributary to line is
also tributary to line 3 and the wall between 3 and 5.
Plans were reviewed for conformance with the calculations, and
revised where necessary.
Thank you for your consideration.
t
Yours,
Michael Mooney
My license expires 9-30-01
1
NOTESRESIDENTIAL
041-610-002 — 00-0106— �—
PERMIT NO. _ GILBERT, KRISNA — —
_ 3332 WILLIAMS ROAD, OROVILLE
ik"P4 CONTR: FOX COMPANY
FIRE SPRINKLERS FOR BP#99-2009
�Ys--
r
If
II SPECIAL CONDITIONS -1I
SRA
FLOOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
JOB FINALED (Date)
Signature
CHECKED
BY
V=OK
0 = Not OK
- = Not Applicable
=Not Ready •�
4
MOBILE HOMES
Date ' MOBILE HOME UTILITIES (Plans) OK except #'s
1.
1. Zoning Requirements -Setbacks -Easements
2.
2. Soils; Special MH Support Sketch
3.
3. Sewer; Location -Test -Fall -C/O -Concrete
4.
4. Water; Location -Test -Easement Needed (Sketch)
5.
5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
6.
6. Gas; Location -Test -Wrap;-/ /" L'ft.
/ P Nat. or / /"L"ft./ /'LPG
7. Well Clearance & Discorinect
8. Utility Clearance
Date Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date MOBILE HOME INSTALLATION (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test -Demand -Valve -Connector
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
5.
Drain; MH Test -Fall -Flex Connector
6.
Water; MH Test -Regulator -Connector
7.
Water and Sewer Connected -C/O to Grade -HD Approval
8.
Gas and Electricity Tagged
9.
Tie Downs -Type -Installation Cent.
10.
Exits; Insp.-Sketch
11.
Cert. of Occupancy
12.
Permanent Foundation Only; License Decal
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
MISCELLANEOUS
Date
DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s
1.
Zoning Requirements -Setbacks -Easements
2.
Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3.
Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4.
Wood Awn.; Posts- Beams- Rftrs.-Connectors
Shthg.-Frg-Bracing
5.
Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
i
6.
Carports; Windows -Doors
`
7.
Electric
8.
Frmg.; Sills-Anchors-Studs-Rttrs-Trusses
9.
Siding; Nailing -Veneer -Stucco -Mesh
(
10.
Roof; Shthg-Roofing
11.
Ext.; Steps -Doors -Landings
12.
Braced Wall Panels
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
1.
Setbacks -Easements
2.
Soils; Compaction -Structure Stability
3.
Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4.
Elec.; Receptacles and Lighting, Distance-GFI
5.
Elec.; Pool Lighting; 15 Volts-GFI
6.
Elec.; Enclosures; Conduit Entries -Terminals -Listed
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panelboards-Ins. to Main in Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
J
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
V = OK
0 = Not OK
- = Not Applicable
= Not Ready
Date
RESIDENTIAL (�
Date
Underfloor (Plans) OK except #'s
Hangers -Post Caps -Anchors -Connectors
1.
Zoning -Setbacks -Easements -Flood -Slope
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng.
2.
Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
3.
Fig., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
4.
Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
5.
Stemwalls, Main; Steel-Blockouts-Wrapped
Garage Fire Protection Framing
6.
Stemwalls, Garage; Steel-Blockouts-Wrapped
Property Line Firewall & Openings
6a.
Hold Downs and Special Anchors
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
7.
Slab, Steel -Wrapped
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
8.
Piers -Fireplace Ftg.-Steel
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
9.
D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test
Siding -Nailing Veneer
10.
UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
11.
Water Pipe; Test -Anchors -Regulator -Service Test
Glazing Area -Glass Protection -Skylights -Plastic
12.
Electric Underground
Shear Walls; Nailing -Bolts
13.
Plenums & Ducts; Clearance -Material -Support -Ins.
Brace Interior/Exterior Wall Panels
14.
Girders -Sills -Anchor Bolts-Joists-Vents-Crippies
Insulation -Walls -Ceilings
15.
Access & Ventilation
Infiltration -Walls -Windows
16.
Insulation
Date
Date
Date
Card B-1 Date Card B-1
Date
Date
Card B-1 Date Card B-1
Date
PLUMBING (Permit) OK except #'s
Ext. Steps -Door & Sidelight Protection -Landings
17.
Water Htr.; Vent -Access -Combustion Air Baffle
Smoke Detector
18.
Water Pipe; Test & Anchor -Nail Protection
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
19.
D.W.V.; Test Fittings & Anchor -Nail Protection
Bedroom Exiting
20.
Shower Pan; Test, First Floor -Tub Access
G.F.I. & Bath Fixtures & Tub Access -Spa
21.
Test Tub & Shower, Second Floor -Tub Access
Elec. Trim & Subpanel, Breaker Sizes & Labels
22.
Gas Pipe; Sixe & Anchors
Stairs & Rails
70.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
ELECTRICAL (Permit) OK except #'s
Elec. Outlets & Receptacles at Kit. Counter
23.
Fixture & Transformer Clearance -Ins. Protection
Garage Fire Door; Swing -Landing -Closure
24.
Elec. Receptacles Spacing -Lights & Switches at Doors
A.C. Duct in Garage -Damper
25.
Size Boxes & No. of Conductors Stapled
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
26.
Ramex Installed Close to Edge of Studs & C.J.
Plb., Elec. & Mech. Equip. Listed for Location
27.
Equip. Ground made up w/Mech Fasteners -Bond Gas & Water
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
28.
2 Appliance Circuits in Kitchen & Conductor Size GFI
Insulation -Foam -Looked in Attic
29.
Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or Al
Guard Rails & Deck Construction -Post Caps
30.
Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At
Insulated Neutral Q Yes Q No
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
31.
Service -Riser Conductors & Ground Main Disconnect
Clearance Looked under Floor ❑ Yes
32.
Equip. Clearances Panels-Motors-Mech. Equip.
Following Inslld./Drive J Yes J No/Walks J Yes J No/Planters p Yes 0 No
33.
Clothes Closet Light -Shower Light -Spa Light
Stucco Brown -Finish
34.
Smoke Detector
A.C. Unit Disconnect, Electrical -Plumbing
85.
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MECHANICAL (Permit) OK except #'s
Ventilation Throughout House
35.
A.C. Ducts Insulation & Support
Glass Protection
36.
Vent Fan, Exhaust above insulation
Corrections from Previous Inspections
37.
Condensate Drain & Overflow, Size & Grade
Gas Test -Meters Tagged, Gas -Electric
38.
Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet
Water & Sewer Connected -C/O to Grade -HD Approval
39.
Attic Access & Platform if Furnace in Attic
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Date
Card B-1 Date Card B-1
Date
Date
Card B-1 Date Card B-1
Date
Date
FRAMING (Permit) OK except #'s
Card B-1 Date Card B-1
40.
Sits Proper Materials & Anchors
41.
Walls Studs -Nailing Spacing & Braces -Plates -Sound
42.
Bearing Walls over Girders & Floor Nailing
43.
Draft Stop in Walls (rat proof)
44.
Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs
45.
Headers & Beams -Size & Bearing
,Ingle & Duplex)
Date
FRAMING (Continued)
46.
Hangers -Post Caps -Anchors -Connectors
47.
Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng.
48.
Fireplace Ties or Type A Flue -Fireplace Throat Clearance
49.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
50.
Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions
51.
Garage Fire Protection Framing
52.
Property Line Firewall & Openings
53.
Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits
54.
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
55.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
56.
Siding -Nailing Veneer
57.
Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access
58.
Glazing Area -Glass Protection -Skylights -Plastic
59.
Shear Walls; Nailing -Bolts
60.
Brace Interior/Exterior Wall Panels
61.
Insulation -Walls -Ceilings
62.
Infiltration -Walls -Windows
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
FINAL (Plans) OK except #'s
63.
Ext. Steps -Door & Sidelight Protection -Landings
64.
Smoke Detector
65.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
66.
Bedroom Exiting
67.
G.F.I. & Bath Fixtures & Tub Access -Spa
68.
Elec. Trim & Subpanel, Breaker Sizes & Labels
69.
Stairs & Rails
70.
Fireplace or Stove, Clearance -Hearth
71.
Elec. Outlets at Wood Panel, Int. & Ext.
72.
Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance
73.
Elec. Outlets & Receptacles at Kit. Counter
74.
Garage Fire Door; Swing -Landing -Closure
75.
A.C. Duct in Garage -Damper
76.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V.
in Garage; Above Floor-Mech. Protection
77.
Plb., Elec. & Mech. Equip. Listed for Location
78.
Elec. Receptacles in Garage (F.F.I.)-Romex Protection
79.
Insulation -Foam -Looked in Attic
80.
Guard Rails & Deck Construction -Post Caps
81.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor ❑ Yes
82.
Following Inslld./Drive J Yes J No/Walks J Yes J No/Planters p Yes 0 No
83.
Stucco Brown -Finish
84.
A.C. Unit Disconnect, Electrical -Plumbing
85.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
86.
Water Well, Disconnect, Electrical, Plumbing
87.
Exterior Elec. Trim, G.F.I. Receptacle -Underground
88.
Ventilation Throughout House
89.
Glass Protection
90.
Corrections from Previous Inspections
91.
Gas Test -Meters Tagged, Gas -Electric
92.
Water & Sewer Connected -C/O to Grade -HD Approval
93.
Energy Compliance Certificate -Other Certificates
94.
Address Posted
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Comments at Final:
;vd COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541. /SPE IT NO.
AQ�(Rev.12/96) APPLICATION AND PERMIT
ao-�
I
ASS Ey$QRpAR�E►"W.{ Tb02
ZONING
BU I LDING P ERM IT
OWN`RISNA GILF3ERT
TE 534E 1986
SO. FT. OCC. BUILDING VALUATION
9933 A,692
OWNETMN"MSON ST, OROVILLE 95966
CONT{lq$TpRttMI ANY
TELEPHONE
533-2730
CONTn'` JtT RY1WY, OROVILLE
CONSTRUCTION LENDER
Fireplace
LENDER'S MAIUNG ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee $
20.00
Permit Fee $
72.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee $
BUILDING ADDRESS
WILLIAMS
Energy Plan Checking Fee $
PERMIT FEE $
LOT NO.
SUBONISIONS NAME
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF P Duplex ❑ Mobilehome ❑ Other FIRE SPRINKLER
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each as water heater or vent
15.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN
Describe Work: FIRE SPRINKLER SYSTE14/99-2009
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
920.00
PERMIT FEE $
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service zoo, OS LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in full force and effect.POWER
License Class 0-16 Lic. No. 3 o•531e `�-
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier 3`%]1�%�'147 l%
Policy Number 272 LW 2 3
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
❑ I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwi comply with tho provisions.
X Date/%'¢ �� _
Signature of Applica - er Contractor ❑ Age
An OSHA permit is required for cavations over 60" deep and demolition or constructionA'0__4r&4�����
of structures over 3 stories in height.
Main Service TO
46.00So
COU000A
NEW CONST. owELUNo Occup. 3.5�sO.
OR ADDNS. ( DW:
W:
ACC. BLDS. FT.
NEW SID. MULTH, CIRCUITS
RROUTUI @7.50
APPARATUS
8 SINGLE OIJfLET CIR.
.00
EX. Occup. OUTLET OR FixrURES BAL @ I.,50
Ex. Occup. OFIxu EOTSA Aa )EA. 5.00
Temporary Service
23.00
Mobile Home Facilities 20.00
Misc. Wiring
23.00
PERMIT FEE $
MECHANICAL PERMIT Filing Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
Occ
CONST. TYPE
TOTAL FEE $
HAZ.
D. FEES IMP
FLOOD
CDF
P L
I Po
HD I ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By at y `1
PERMIT EXPIRES ON
ate
Receipt No. 285816
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
s
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive -, Orovilre, California 95965 - Telephone (530) 538-7541 PERMIT NC
(Rev. 12/96) APPLICATION AND PERMIT
ASSMOAP MAMM
201,00
BUILDING PERMIT
TgLAW"ONE
SO. FT. OCC. BUILDING VALUATION
.2
YAAJNO ADDRESS
v G- e/3 cwso�., r�� � � 4
OOMRACIOR'S
�a� r30
TELEPMNE
CONfiWCT'OR7 YAUIq ADDREss
-'oc /v a•r2ovr�t
CONSTPUCnON LENDER
LENDER'S 161MUN3 ADOAng j
Fre lace
Total Valuation S
Filing Fee $ 20.00
AACWMCr OR EMIMM
EMr: No.
ARCWECT OR MCMEM S WULNO ADDRESS
Permit Fee S
Plan CheckingFee S
suaDraADDREss l L L f
Energy Plan Checking Fee i
,/)�) ��S
PERMIT FEE i 1 ,j � �Q
IDT ND.
SUa0NB10N9 NAIL
PARCEL YAP
PLUMBING PERMIT Fling Fee 20.00
USEOFSTRUCTURE
SF Duplex O Mobilehome O Other
SPECIFY
Each Trap 7.00
Solar or heat pump water heater 23.00
Water piping 15.00
TYPE OF WORK
New O Addition O Remodel ❑ lJtirrties O hsLalnixxt ❑ Other�
Describe Work:�/�6" S%%�/�t/�L4i2 5�•f%�1�
Each gas water heater or vent 15.00
Gas piping stem 1 - 5 outlets 15.00
Building sewer 15.00
Mobile Home S G W @20.00
PERMIT FEE t
Q
ELECTRICAL PERMIT I Filing Fee 20.00
Main Service =LEN °0°v °f1 EELEN
ss 23.00
.
_
Main Service 200A TO 1000A 48.00
NEW CONST. ( Owe-UN3 Occup. s0
OR ADDNs. A ACC. DS. 3.5¢FT:
eE
NOKRISID. ( lum .A.KcH UTLEr \ 0O 7.50
BRAHCN Cil[`1 R'C 1
Ex. Occup. OVn.ET OR FIXNAES 200 1.00
SAL a .SO
Ex. Occup. ovnE�s es�io. 5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wirina 23.00
PERMIT FEE i
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood 6.50
Ventilation
PERMIT FEE I !
Mobile Home Installation Fee b
Energy Inspection Fee b
«c CONST. TYPE TOTAL FEES l 3f,0'�j
NA2. 0. n: Es IMP FLOOD 1 CDF I PMCEL I p0 I M I ISSUE
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
By Date �—
PERMIT EXPIRES ON
Mete)
COUNTY OF BUTTE - DEPARTN ENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541
PE"IT APPLICA TION DA TA SHEET
OWNER: cls -/G_/ _ ASSESSOR PARCEL LTVdBER: , 0-11-610-00Z .�'v�«//�? ro
Proposed Building Use: ;Building Inspector: Date:_L 0 CD
At time of permit application, I was the following data must be submitted prior to pe it r ce sing nd/or issuance:
All items have been submitted.
02. Plot plans, 3/4 sete, signed by the preparer of plans.
.11
03. Complete plans, 3/4 sets, signed by the preparer of plans.
04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!
06. Energy Design Compliance and supporting documentation.
07. Statement of Intent for Non -Heated and A/C Buildings.
08. Hazardous Material Form.
09. Manufactured Home data and installation instructions including Tie Down Specifications.
❑ 10. Fees of $
❑ 11. Impact fees as shown on the attached schedule.
❑ 12. California Department of Forestry plan approval/fees.
1113. Flood elevation certificate
.❑ 14. Sanitation and plot plan approval Health Department.
❑ 15. City of Chico plumbing permit.
❑ 16. Plot plan.and business license approval from the City of Biggs.
❑ 17. Planning approval for (A) Use: (B) Parking:
❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.
1119. Encroachment Permit for driveway (construction approval prior to occupancy).
020. Pre -inspection for
required.
D2 1. Contractor's license information. (Number, Name Style, Classification).
022. Workers' Compensation carver and policy number.
023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑).
024. Letter of signature authorization.
025. Recorded copy of Agricultural Acknowledgment Statement.
❑26. Letter of intent on building use.
1127. Manufactured Home utility clearance.
028. Existing violations and/or expired permits.
029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $
030. Other:
When you issue the permit, process as follows ❑ Mail to owner, DM,,ail to o tractor. 01
Zlelephone 3,33- - 0-f"?3� and hold for pickup at l� C%�� ffrce. ❑ Deli vith inspector.F31 i& Z6
AppDa
licant: te:
EXPIRATION OF APPLICATI
Applications for which a permit has not been issued, will expire by limitation one year after date of application. In
order to renew action on an application after expiration, a new application, plans and fees will be required.
FEE REFUNDS
Refunds. can only be made upon written request by the person who paid the fee. The request must be made within
two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for
permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing
fees, plan checking fees for work plan checked and other department costs are not refundable.
Original - Applicant
RECORDING REQUESTED BY
Mid Valley Title & Escrow Company .
AND WHEN RECORDED MAIL TO:
CHI/C
ROBERT GILBERT
P.O. BOX 866
OROVILLB, CA 95965
"TEAS DEED IS BIKING RECORDED IN
COUNTERPART"
A. P.N.: 041-610-002
1 999-00 1 51508
Recorded
Officiallyy Records
I REC FEE 19.08
I TAX 159.50
Cu8!}TTE"
11
CANM J. GRUBBS ,
1
Recorder
I
ROSEMARY DIO(SOM
I
Assistant
I Myles
09:0W87 -May -1999
I Page I of 5
Order No.: 173454 -TB
Above This Line for Recorder's Use Only
Escrow No.: 173454TB
GRANT DEED
THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $159.50
[ X j computed on full value of property conveyed, or
[[ computed on full value less value of liens or encumbrances remaining at time of sale,
J unincorporated area; [ ] City of OROVILLE , and
FOR A VALUABLE CONSIDERATION,' Receipt. of which is hereby acknowledged,
David J. Habib, A MARRIED MAN, AS HIS SOLE AND SEPARATE PROPERTY and Mark A. Habib, Trustee of
the Mark A. Habib Trust, dated December 17, 1998
hereby GRANT(S) to '°A SINGLE No
ROBERT R. GILBERT/AND KRISNA GILBERT,A SINGLE NOMN, AS JOINT TENANTS
the following described property in the Ui � � County of Butte State of California;
See legal description attached hereto and made a part hereof.
David J. Habib
Document Date: April 26, 1999
STATE OF
COUNTY(
On
personally appeared
)SS
before
Mark A. Hat , Trustee
R/
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on
the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
This area for official notarial seal.
Signature 45 ---.� `
Mail Tax Statements to: SAME AS ABOVE or Address Noted Below
L
!1
y1�
ORDER NO. BU -173454 TB
DESCRIPTION
THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF
CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS:
PARCEL I:
PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE
OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA,
ON FEBRUARY 27, 1996, IN BOOK 139 OF MAPS, AT PAGE(S) 43, 44, 45,
46 AND 47.
A CERTIFICATE OF CORRECTION RECORDED MARCH 5, 1996, UNDER BUTTE
COUNTY RECORDER'S SERIAL NO. 96-8249.
RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS
AND ROAD AND PUBLIC UTILITIES AS SHOWN ON SAID MAP.
THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND
RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF
RESTRICTIONS RECORDED FEBRUARY 27, 1996, UNDER BUTTE COUNTY
RECORDER'S SERIAL NO. 96-7100, BUTTE COUNTY, CALIFORNIA; ALL OF
WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME
FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND
GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND
AGREE TO THE TERMS OF SAID DECLARATION.
PARCEL II•
A 60 FOOT NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, ROAD AND
PUBLIC UTILITIES OVER WILLIAMS ROAD AS SHOWN ON THAT CERTAIN PARCEL
MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,
STATE OF CALIFORNIA, ON FEBRUARY 27, 1996, IN BOOK 139 OF MAPS, AT
PAGE(S) 43, 44, 45, 46 AND 47. -
EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF
PARCEL I, DESCRIBED HEREIN.
PARCEL III:
A'60 FOOT NON-EXCLUSIVE EASEMENT FOR ROADWAY AND PUBLIC UTILITY
PURPOSES OVER A STRIP OF LAND LYING 30 FEET ON EACH SIDE OF THE
FOLLOWING DESCRIBED CENTERLINE WHICH TRAVERSES PORTIONS OF SECTIONS
17 AND 20, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING. AT A POINT LOCATED IN THE CENTERLINE OF THAT CERTAIN
BUTTE COUNTY ROADWAY KNOWN AS WILLIAMS ROAD AND SAID POINT BEING
THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHEAST QUARTER OF
SECTION 20, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., AND
CONTINUED
ORDER NO. BU -173454 TB
PARCEL III: CONTINUED
MARKED BY A 1 1/2 INCH GALVANIZED IRON PIPE SET IN CONCRETE FLUSH
WITH THE GROUND AND IDENTIFIED BY A BRASS PLUG STAMPED LS 2780 AND
ALSO BEING THE CENTERLINE OF AN EXISTING ROADWAY KNOWN AS THE "OLD
STAGE ROAD", AND REFERRED TO IN THAT CERTAIN DEED FROM REINETTE
CLARK PORTER TO W. C. CANNELL WHICH WAS RECORDED MARCH 4, 1966, IN
BOOK 1416, PAGE 660, OFFICIAL RECORDS; THENCE ALONG THE CENTERLINE
OF SAID "OLD STAGE ROAD", NORTH 0 DEG. 34' 34" EAST FOR 105.17
FEET; THENCE NORTH 50 DEG. 08' 46" WEST FOR 106.84 FEET TO AN ANGLE
POINT IN SAID "OLD STAGE ROAD"; THENCE LEAVING THE CENTERLINE OF
SAID "OLD STAGE ROAD", AND CONTINUING NORTH 50 DEG. 08' 46" WEST
FOR 189.54 FEET; THENCE NORTH 17 DEG. 45' 18" WEST FOR 383.83 FEET;
THENCE NORTH 0 DEG. 49' 02" WEST FOR 238.99 FEET TO THE BEGINNING
OF A 100 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST; THENCE
FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 31
DEG. 13' 04" FOR AN ARC DISTANCE OF 54.49 FEET TO THE END OF SAID
CURVE; THENCE TANGENT TO SAID CURVE, NORTH 32 DEG. 12' 06" WEST FOR
58.89 FEET TO THE BEGINNING OF A 100 FOOT RADIUS CURVE CONCAVE TO
THE SOUTHEAST; THENCE FOLLOWING ALONG THE ARC OF SAID CURVE THROUGH
A CENTRAL ANGLE OF 75 DEG. 52' 02" FOR AN ARC DISTANCE OF 132.41
FEET TO THE END OF SAID CURVE; THENCE TANGENT TO SAID CURVE, NORTH
43 DEG. 39' 54" EAST FOR 372.56 FEET; THENCE NORTH 26 DEG. 23' 04"
EAST FOR 250.04 FEET TO A POINT LOCATED 30 FEET WESTERLY OF THE
EASTERLY BOUNDARY LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF
SECTION 20; THENCE PARALLEL TO AND 30 FEET WESTERLY OF SAID
BOUNDARY LINE, NORTH 0 DEG. 34' 34" EAST FOR 247.26 FEET; THENCE
NORTH 18 DEG. 02' 01" EAST FOR 100.00 FEET TO A POINT IN SAID
EASTERLY BOUNDARY LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF
SECTION 20; THENCE FOLLOWING ALONG SAID BOUNDARY LINE, NORTH 0 DEG.
34' 34" EAST FOR 668.70 FEET TO THE NORTHEAST CORNER OF SAID WEST
HALF OF THE NORTHEAST QUARTER OF SECTION 20; THENCE FOLLOWING ALONG
THE EASTERLY BOUNDARY LINE OF THE WEST HALF OF THE SOUTHEAST
QUARTER OF SECTION 17, NORTH 0 DEG. 00' 13" EAST FOR 785.04 FEET TO
THE INTERSECT WITH THE NORTHERLY BOUNDARY LINE OF THAT CERTAIN
PARCEL OF LAND CONVEYED BY DEED FROM ROBERT G. AND SARA W.
WATERHOUSE TO ROBERT R. LATCHFORD AND MICHAEL STRIEBY, DATED MARCH
20, 1967 AND RECORDED IN BOOK 1464, PAGE 308, OFFICIAL RECORDS AND
BEING THE END OF SAID DESCRIBED CENTERLINE.
PARCEL IV:
A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES, 30 FEET IN
WIDTH AND 60 FEET IN LENGTH, LYING WESTERLY OF, CONTIGUOUS WITH AND
ADJACENT TO THE FOLLOWING DESCRIBED LINE:
COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 17, 16, 20 AND
21, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE WEST ALONG
THE SOUTH LINE OF SAID SECTION 17 TO THE EAST 1/16 CORNER OF
SECTIONS 17 AND 20, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF
CONTINUED
ORDER NO. BU -173454 TB
PARCEL IVs CONTINUED
THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 17; THENCE
NORTHERLY 785.04 FEET ALONG THE EASTERLY LINE OF SAID WEST HALF AND
THE TRUE POINT OF BEGINNING FOR THIS EASEMENT; THENCE NORTHERLY
ALONG SAID EASTERLY LINE 60 FEET TO THE END OF THIS EASEMENT.
PARCEL V•
A RIGHT OF WAY OVER AND ALONG A STRIP OF LAND 30 FEET IN WIDTH, THE
WEST LINE THEREOF BEING DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF THE FOLLOWING DESCRIBED PARCEL
OF LAND; THENCE SOUTH TO THE SOUTHERLY LINE OF THE NORTHWEST
QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M.
SAID LAND BEING DESCRIBED AS FOLLOWS:
A PORTION OF SECTIONS 9 AND 16, TOWNSHIP 21 NORTH, RANGE 3 EAST,
M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 9, AND RUNNING
THENCE SOUTH ALONG THE EAST LINE OF SAID SECTIONS 9 AND 16, A
DISTANCE OF 6600 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF
THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 16;
THENCE WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SAID SECTION 16, A DISTANCE OF 1320 FEET TO
THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHEAST
QUARTER OF SAID SECTION 16; THENCE SOUTH AND PARALLEL WITH THE EAST
LINE OF SAID SECTION 16, A DISTANCE OF 1640 FEET; THENCE WEST AND
PARALLEL WITH THE NORTH LINE OF SAID SECTION 16 TO A POINT THAT IS
1211.1 FEET DUE EAST OF THE WEST LINE OF SAID SECTION 16; THENCE
NORTH AND PARALLEL WITH THE WEST LINE OF SECTIONS 9 AND 16, A
DISTANCE OF 8240 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID
SECTION 9; THENCE EAST ALONG THE NORTH LINE OF SAID SECTION 9, A
DISTANCE OF 4068.9 FEET, MORE OR LESS, TO THE POINT OF BEGINNING.
PARCEL VIs
A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN
WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF PARCEL 3, AS SHOWN ON THAT
CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE
COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 117 OF MAPS, AT
PAGE(S) 36; THENCE ALONG THE WEST LINE OF SAID PARCEL 3 NORTH 00
DEG. 04' 44" EAST 236.01 FEET TO THE TRUE POINT OF BEGINNING FOR
THIS EASEMENT; THENCE NORTH 25 DEG. 47' 02" WEST 130.39 FEET;
THENCE NORTH 00 DEG. 10' 48" EAST 129.93 FEET; THENCE NORTH 22 DEG,
11' 09" EAST 150.53 FEET TO A POINT ON THE WEST LINE OF PARCEL 4 OF
SAID PARCEL MAP AND THE END OF THIS EASEMENT.
BUILDING PERMIT
SITE PLAN CHECKLIST
APN: O�1 - (oi b - (�D �i Building Permit No.:
r Proposed Use: SFD 0 MH U. Multi -family ❑ Res. Acc. ❑ Ag. Bldg. ❑ Comm. ❑ Ind. ❑
Other:
Zone District: General Plan: GO �--
The Proposed Use Is:
Permitted: Not Permitted: Requires a Use Permit: Requires
a Minor Use Permit: - - Requires an Administrative Permit: Accessory Bldg.
Use:
Parcel Created By Map? No:. Yes: Book/Page 121
Map Conditions? No: Yes: , See reverse side
Use Permit:
Variance:
Dev. Agreement:
Applicable Setback
Zoning Code
Streets & Hwy.
Fire Prevention
Subdivision Map
Front
2D V)W
Side
3
Side, street
Rear
D
Height
------
Parcel in Land Conservation Agreement? No: X Yes: , Check Use
Parcel in North Chico Specific Plan? No: Yes: , Check NCSP Zoning
Parcel in Floodplain? No:,< Yes: ,Zone: ' Panel No.:
Parcel in Enterprise Zone? No: Yes: , Check Use
CommerciaVIndustrial/Multi-family Uses
Parking Requirements: OK as shown , Other: _
Landscaping Requirements: OK as shown Other
Comments:SffrZW'jci 2S� VvPr-C-,--Z-rCnjN-j��-V-(,C
-44'F2i-p� -��S L�3r�ICS L( lC� I Q_SS113LE ��Gox) i� i VVf-l' L1N�,
call '
Reviewed By:
Date: 9-13 V 9C5
1
CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL: ALL FEES TO BE PAID TO THE BUILDING DIVISION
UNLESS OTHERWISE NOTED.
_l. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading
or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with
a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting
replacement trees of equal number and not less than _ gallon size.
_2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be
retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During
construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance
from the trunk. to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind
shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the
oak trees, but the fencing shall be removed.
_3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be
at least 16" above the ground and the upper strand shall be no higher than 48" above the ground.
_4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500.
_5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the
following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps
404 permit or exemption certificate.
_6. Pay the current West Chico Fire Station Fee of $75.
—7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department.
—8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National
Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile
homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department
specifications, serves the parcel.
—9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010.
—10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville
Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division.
11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level.
12.
K:\DOCUMENTVLANNING\FOF-,\tS\BLDGCH4. FR,\t
3
as -
LAND OF NATURAL WEALTH AND BEAUTY
September 29, 1999
Robert Gilbert
3332 Williams Rd
Oroville, CA 95965
re: Building Permit Application #99-2009
APN: 047-610-002
Dear Mr. Gilbert,
PLANNING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (916) 538-7601
FAX: (916) 538-7785
The building permit application you recently submitted on August 30, 1999, has been reviewed by the
Planning Division. The application was checked for completeness and compliance with current zoning and
development standards including any special conditions unique to the parcel being improved. The item(s)
listed below need to be completed or submitted before the Building Division can complete plan checking.
Please be advised that additional information or items may be needed to complete the plan check process.
In that case, another letter will be sent detailing any additional submittal requirements.
1. Apply for a Use Permit to allow for a second dwelling.
If you have questions regarding any of the above item(s), please contact this Department at (530) 538-
7601 between the hours of 8 am and 4 pm, Monday through Friday.
Sincerely,
r'
Larry Painter
Planning Technician II
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
N��,✓7 0-ounty Center Drive • Orovllle, California 95985 • Telephone (530) 538.7541 P Eq�
,Ra••. t M�; APPLICATION AND PERMIT
slaw► _ v BUILDING ERMIT
OWNl11 TllpgN!
r �� SO. FT. OCC. BUILDING VALUATION
owua, .wa�r+e 16 �O g b l e 9l5 s o a
usrum
IJSEOFSTRUCTURE
SF,O Duplex O Mobilshorne O Other -
TYPE OF WORK
Nov O Addklon O Randal O Wiles O kaMlslon O Other
Describe Work: 5 L4 13 a7C1'
aon l 0, 00
co::
$- Go
a, wl,No
•w S
= 1 S
Ring Feel•
20.00
ooa.nwc uaoer
Trap
uucars wase sooass
Fire la �j O 0
Total aluation SO
AACNff T 00k040 -
uoaw "o
F&A FN I i 2 0.0 .
Maaecr ON 0000 1 MQUW Aooaw
P rmFt Fee i q
Alan chwift Fee i $
C
Enwgy Plan Checking Fee i
usrum
IJSEOFSTRUCTURE
SF,O Duplex O Mobilshorne O Other -
TYPE OF WORK
Nov O Addklon O Randal O Wiles O kaMlslon O Other
Describe Work: 5 L4 13 a7C1'
-L
PERMIT
ELECTRICAL PERMIT
Main Swylce ( = on urea
soon an use
Main Service ( soon To 1000A
Ex.
OLMArrOft PKnAft
• uv
Feel 20.00
23.00 i
48.00
.30
SSR
t?7.50
23.00
PERMIT FEE 18
MECHANICAL PERMIT Flgng Fes 20.00
H tin Jr (3b 5.0o
c W ZS- C*
H 6.50
VentRAW 00 ILIM
PERMIT PEI! S D O
5 Moble HoA@ Instalatlon Fee :
r,2
Energy Insp n Fee 0
v)? TOTAL,FEES C , b
�
o. o sue
This permit Is hereb issued under the applicable provisions
of the Butte County ode and/or Resolutions u do work
n ` r Indicated above for w ch feea have been paid.
By Date
71 PERMIT EXPIRES ON
1?
27 X73 �
RMIT FEE
PWMBINO PERMIT
= 1 S
Ring Feel•
20.00
Each
Trap
1 7-001133-0-0
Soler or had pump water heater
1 23.00
Water
PlPkV
15.00
S.00
Each
water heater or vent
i 15.00 15.00
Gas
1 - s outlet.
15.00
5.00
Budd
Bawer
15.00
Moble Home I S G 1
020.00
PERMIT
ELECTRICAL PERMIT
Main Swylce ( = on urea
soon an use
Main Service ( soon To 1000A
Ex.
OLMArrOft PKnAft
• uv
Feel 20.00
23.00 i
48.00
.30
SSR
t?7.50
23.00
PERMIT FEE 18
MECHANICAL PERMIT Flgng Fes 20.00
H tin Jr (3b 5.0o
c W ZS- C*
H 6.50
VentRAW 00 ILIM
PERMIT PEI! S D O
5 Moble HoA@ Instalatlon Fee :
r,2
Energy Insp n Fee 0
v)? TOTAL,FEES C , b
�
o. o sue
This permit Is hereb issued under the applicable provisions
of the Butte County ode and/or Resolutions u do work
n ` r Indicated above for w ch feea have been paid.
By Date
71 PERMIT EXPIRES ON
1?
27 X73 �
r
��� o� 9� i
s� �
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive • 'Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO.
(Rev. 12/9,6) ' APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
041-61-0-002
ZONING
11
BUILDING PERMIT
OWNER
ROBERT GILBERT
TELEPHONE
SO. FT. OCC. BUILDING VALUATION
• OWNERS MAILING ADDRESS
P0BOX 8
CONTRACTOR'S NAME
OAK TREE CONSTRUCTION
TELEPHONE
CONTRACTORS MAIUNG ADDRESS
1256 PA
CONSTRUCTION LENDER
Fireplace
LENDER'S MAILING ADDRESS
Total Valuation $
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$
BUILDING ADDRESS
3332 WILLIAMS ROAD, DROVIT.I.E.
Energy Plan Checking Fee
$
$
PERMIT FEE
$
LOT NO.
SUBDNIS IONS NAME
PARCEL MAP
PLUMBING PERMIT
Fling Fee 20.00
USEOFSTRUCTURE
SF ❑X Duplex ❑ Mobilehome ❑ Other
SPECIFY
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
Each gas water heater or vent
15.00
TYPE OF WORK
New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑
Describe Work: 5 BEDROOM
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I W
920.00
PERMIT FEE
$
ELECTRICAL PERMIT
Fling Fee 20.00
OOOVOR LE
Main Service A OR LESS
23.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my license is in II force and effect. /, �� Z
License Class Lic. NO. L�
-BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law for the following reason:
❑ I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale.
❑ I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
❑ 1 am exempt under Sec. Business and Professions Code for this
reason
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
❑ 1 have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, for the performance of work for which this permit is issued.
My workers' compensation insurance carrier and policy number are:
Carrier
Policy Number
(The above sections need not be completed if the permit is for work of a valuation
of one hundred dollars ($100) or less.)
�I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to workers'
compensation laws of California, and agree that if I should become subject to the
workers' compensation provisions of section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
'2>c;,
X �A./ 1f�� 11.1 Date ��
Signature of Applicant - ❑ Owner Contractor ❑ Agent
An OSHA permit is required for excavations over 60" deep and demolition or construction
of structures over 3 stories in height.
Main Service ro ,IIIA 46.00so
NEW CONST. DWEWNG OCCUP.
W
OR ADDNS. ( a ACC. S.
SO
3.5QFr;
NOWREOSID. ANCHOU CUITS 97.50
POWER APPARATUS
a SINGLE OUTLET CIR.
Ex, Occup. OUTLET OR FIXTURES SAL @':50
OWNER
Ex. Occup. O.
R� ) E
5.00
Temporary Service 23.00
Mobile Home Facilities 20.00
Misc. Wiring
23.00
PERMIT FEE S
MECHANICAL PERMIT Fling Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMIT FEE $
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $
HAz.
o. FEES IMP
I FLOOD
I CDF
PARCEL
PD
HD
ISSUE
This permit is hereby issued under
of
of the Butte County Code and/or
indicated above for which fees have
By
PERMIT EXPIRES ON
the applicable provisions
Resolutions to do work
been paid.
Date
Date
Receipt No. 273873/684.75
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
T,.'�".'a'a �"`wt,�r^af4+'�.•k.+^-.r+, �+ �e7""y^F�'' .i �'�i, - i� �' •1�1 �3 . 'n *r'�a.t*.� •. � µ i _ r
"COUNTY OF BUTTE - DEPARTMENT OF DEVhOPMENT SERVICES - BUILDING DIVISION
k 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541,
PERMIT APPLICATION DATA SHEET
OWNER: f� , �� �" ASSESSOR PARCEL NUMBER: O '-/ O cn 2 -
Proposed
Proposed Building Use: Ury . Building Inspector: (-b Date:gT o /!Q
Ai time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
• ' Date Received By
❑ 1. All hems have been submitted --------------------------------------------------------------------------------------
112. Plot plans, 3/4 sets, signed by the preparer of plans. -----------------------------------------------------
❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------
04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.
❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------
❑6. Energy Design Compliance and supporting documentation. --------------------------------------------
❑ 7. Statement of Intent for Non -Heated and A/C Buildings.
118. Hazardous Material Form. =-----------------------------:
119. Manufactured Home data and installation instructions inoluding Tie Down Specifications.-----------------
L-ff .MFees of $ /.3/4l,J0 f ----------------:--------=---=-------------------------------------------------------
. pact fees as shown on the attached schedule.----==------------------------f---j- --
California Department of Forestry planaipprovallfees. -�
❑ 13. Food elevation certificate. --------------=---=---------------------------------------------------------------------
/ '�4. Sanitation and plot plan approval: Health Department.-----------�--------------------_
❑ 15. City of Chico plumbing permit .,.---.-=';,;.--`---------------------------------- ---------------------------- --
❑ Pl t plan and business license appfoval from the City of Biggs.--------------�--- - - -7ta
a roval for A Use:g PP (N) ��(B) ParkingCLand Development about Improvements, ❑ Drainage, 9 Legal Parcel. -----------------------
19. Encroachment Permit'for driveway (construction approval prior to occupancy). ----------------------------
020. Pre -inspection for z required. Request to Building Inspector on
❑21.,Contractor's license information. (Number, Name Style, Classification). ------------------------------------
El 22. Workers' Compensation carrier and policy number. -----------------------------------------------------------
❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner EI) - --------------------------------------
r..
4. Letter of signature authorization. --------------------------------------------------------------------------------
25. Recorded copy of Agricultural Acknowledgment Statement. ----------------------------------- =--------------
❑26. Letter of intent on building use. -----------------------------------------------------------------------------------
❑27. Manufactured Home utility clearance.---------------------------------------------------------------------------
'028. Existing violations and/or expired permits. ----------------------------------------------------------------------
❑��29. ❑433 A, Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $---------------
�30.Other: e✓r�l �o✓ riAALA-S /�'�-------
Vjhen you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor.
b�Felephone 679 -/00 I and hold for pickup at QkQ office. ❑ Deliver with inspector.
4CopfyofkaAz_'5
Applicant: DaterD-Mat foini sent ❑Health Dep ent, ❑Fire Dent, ❑Air Pollution Date:By:
Copy of plans sent ❑ Health Department, ❑ Fire Department, fir. ,e-\ zDate.n -ar71
(Date)
1. Index permit application for the above items numbered: / .D ❑ Plan Check List
2. Additional items required: . .
Contractor, designer, owner, was advised of the above requir by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Contractor, designer, owner, was advised of the above
. � required data by ❑phone, ❑mail, ❑Building Division counter, by Date:
Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date:
Plans reviewed by:Date:Plans approved by: Date:
Sets of plans on hold in ❑ Plan Cabinet,' ❑ A.P. folder. Note transfer by:. 'Date:
Yellow Copy - Department of Development Services, Building Division.
''ir
r
E.H. USE ONLY
Not Plan Attached
Y fig- Floc► Plan Attached
a �'/ Sent to B.D. /
4� zp J/
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
1--6 ns I ql,,bl(),( -
Owner Location AP#
Plan Approved for: Sewage Disposa-,-� Water ply: Public Private Well
Clearance for dwelling. Other S T-) Q Q JZW- f LC..W a
Hold final for:
Final clearance O.K. for:
(VOTE:
1 1 n
Environmental Health Specialist
8/96
ate
M
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541
SCHEDULE OF FEES DUE
OWNER 014 J --to I O —00a A.P. #
PROPOSED BUILDING USE S F— DATE
RECEIPT # DATE REC
1. BUILDING PERMIT FEES
-- Balance Due ................ $
-- Additional Fees Due ........... $
-- Additional Fees Due ........... $
-- Revised Plan Checking Fee ....... $
2. SCHOOL DISTRICT FEES
'd at District Office)
3. SHERIFF FEES (pard at Building Division)
Residential ........ x $360.00 = $�
Units
Commercial (sq.ft.)... x $0.03 = $
Sq. Ft.
_ 4. URBAN AREA FEES (paid at Building Division)
Residential (per unit) . x : = $
#Units Amt.
Z5.
ercial (sq.ft.) .. x =$
Sq.Ft. Amt.
CREATION DISTRICT FEES (paid at District Office)
6. THERMALITO DRAINAGE DISTRICT FEES
$510.0
0 (paid at Building Division)
)7. SRA FIRE INSPECTION AND PLAN CHECK p Pit,,
$89.00 (paid at Building Division)
W. WATER TENDER FEES (Battalion # )
$200.00 (paid at Building Division)
9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division)
10. OTHER
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit.
These fees may be changed during the plan checking process.
P�APPLICANT DATE o t1 -11t
c
Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your
project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may
protest. The requirements for a protest are specified in Government Code Section 66020(a).
Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner
(Rev. 2/97)
i I
LAND DEVELOPMENT
OROVILLE / CHICO
BUILDING I ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Permit No.
OWNERS /� / A.P.
NAME NUMBERl`�—
PRINT LAST NAME FIRST
ADDRESS / LOCATION: &__1L)
COUNTY ZONING ! I
DESIGNATION: FLOOD MAP: FLOOD ZONE: %C
APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL -
PARCEL CREATION BY DEEDS OR MAP
DEED INFORMATION:
DATE OF CREATION: DEED REFERENCE:
LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO
COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO
COMMENTS/CONDITIONS:
MAP INFORMATION:
DATE OF RECORDING: .L 2 -7/y 6 LOT Z BOOK L
PAGE ¢3
COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT
PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW:
A. Construct road to
B. Meet parcel size required by zone. C. Meet current E.H.D. requirements.
CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED.
X 1. Maintain a 50 ft. building setback from centerline of road.
—2. Maintain a ft. building setback from right-0f--way/centerline
—3. Comply with Zoning code for building setback from road.
—4. Maintain a 100 ft. leachfield setback from all ebsting wells. �r
5. Maintain a /oU ft. leachfield setback from L, T TZ A?y C. /Ze L- x
�16. Pay water tender fees in the amount of $ 02.00 to Battalion Number of the Butte County Fire Department.
47. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290.
—8. Conned to a public water supply.
9. Conned to a public sewer system.
10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire
Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA
Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the
parcel.
11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $
—12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below)
—13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-356-7010.
—14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the
Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division.
—15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety.
Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of
the Uniform Building Code.
—16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors.
X 17. Pay school impact mitigation fees.
X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3. Article II of the Butte County
Code.
—19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California
Clean Air Act of 1988 as amended.
—20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending
examination of the site by a professional archaeologist. This person would then be able to assess the site significance and
suggest appropriate mitigation measures.
X-21. /Vd AL�✓�t0/��^?�x/?� / >11�4 An10 6W/3 6) S' /X�6-f /,�S/>oS/ Ap
Shzr��✓ rJ�✓ /tel/-F'f�-
X 22. SD ' A10 /7&1V:7-0j7M A1j— A,'V r/'..ayd? T/fes GLsNTL�1Z L l�cv OYL �-
& Ali n,,4G N S VIA-L-Y5a-W01(t.- re .
23.
24.
25.
26.
jt4vp4601303 001
Na 11f�i? 10
6661 9 Z
®3h1333H
LD 6/98
FORMS\BLDG PERMIT CLEARANCE
BUILDING DIVISION
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT
PE M T NO.
75
Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm
implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human
habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a
place used by the public.
ASSESSOR PARCEL NO.
ZONING
G _
OWNER
PHONE NO.
OWNER'S ADDRESS B
�/�i°
vc✓ �� c✓YjiL f/�ELi ie `roti
LOCATION OF BUILDING
USE OF BUILDINGr—
('q�i�
SIZE OF STRUCTURE
'
X SO. FT.
TYPE OF CONSTRUCTION:
WOOD FRAME STEEL CONCRETE OTHER (Specify)
TYPE OF SIDING
ROOF COVERING
FLOOR TYPE,% ,
ESTIMATEP COST OF CONSTRUCTION
$ 12,j70 0
AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable_ County
Ordinances as follows:
i'i'�"'`� SIDES REAR
FRONT
AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a
mobilehome, and 23 feet from a commercial building.
AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a
mobilehome, and 40 feet from a commercial building.
AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation
USGS Datum.
I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the
AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and
obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before
occupancy.,
Date �Signature of Owner
4a�,Y?1
Permit Fee - $60.00
Receipt No.
The above described AG Building is exempt,from a building permit.
Manager Building Divisi�
By
White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant
FL I PARC I PX I R1P61Gd ISSU
Date 1
PE
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C0NPUeP,00LS@
30 Union Avenue, Suite 200
Campbell, California 95008
T (408) 583- 0322 • F (408) 583-0329
mail@qengineers.com
A subsidiary of Quilici Engineers, Incorporated
STRUCTURAL CALCULATIONS
FOR
CLASSIC SPAS & POOLS
FIBERGLASS REINFORCED PLASTIC
Classics Spas Manufacturing Inc.
Marysville, California 2 °- — ` °
Classics Spas Manufacturing Inc.
Marysville, California
Chapter 18 — 2001 California Building Code
2001 California Building Code
030208
March 3, 2003
M
COMPUPOOLSo
30 Union Avenue, Suite 200
Campbell, California 95008
T (408) 583- 0322 • F (408) 583-0329
compupools@aol.com
A subsidiary of Hoskins Quilici Engineers, Incorporated
CLASSIC SPAS & POOLS
FIBERGLASS REINFORCED PLASTIC
Fiberglass Reinforced Plastic (FRP)
Minimum Design Criteria and Assembly Procedure
JOB Classic Spas #030208
SHEET NO. OF
CALCULATED BY MY DATE 2/27/03
CHECKED BY DATE
The completed shell is required to have a minimum cured thickness of 3/16 inch.
(1) Spray isotholic gel coating - 20 mil thick. Cook's Blue PG #943-G-450 or equivalent on the surface
of the mold.
(2) Hand apply a 2.0 oz. fiberglass and polyester reinforcing mat resin coating consisting of 24 oz.
woven -cloth fiberglass. Mat laps are 5" to 6" wide.
(3) Continue to hand apply a 2.0 oz. fiberglass and polyester reinforcing mat resin coating consisting
of 24 oz. woven -cloth fiberglass. Mat laps are 5" to 6" wide.
(4) Insure (ABM or equivalent) and isotholic resin (Cook's isotholic #934-X308 or equivalent) with a
35 percent minimum saturation factor on the cured gel coating.
Design Loads:
Equivalent Fluid Pressures
Water = 62.4 lb/ft3
Soil = 120 lb/ft3
Passive Resistance = 200 lb/ft2/ft
Materials:
Concrete, F', = 2500 Ib/int
Steel
reinforcing steel - ASTM A615 Grade 40, Fy = 400000 lb/int
wire mesh - 6" x 6", W1.4 x W1.4 ASTM.A-185.
Fiberglass Reinforced Plastic
tensile strength, Ft = 13240 Ib/int (From Monofactor)
modulus of rupture, Fb = 21662 Ib/int (From Monofactor)
- r-
777
7,....._ 1...I ii
VOMPUPOOLSo
30 Union Avenue, Suite 200
Campbell, California 95008
T (408) 583- 0322 • F (408) 583-0329
compupools@aol.com
A subsidiary of Hoskins Quilici Engineers, Incorporated
Pool:
JOB Classic Spas #030208
SHEET NO. OF
CALCULATED BY MY DATE 2/27/03
CHECKED BY DATE
Fiberglass pool is one piece construction.
Exterior passive resistant soil pressure will always exceed the interior active fluid pressure.
The pool must always be full of water.
Pool acts as a thin shell -membrane and stresses vary due to curvature of the pool.
Need concrete restraint at pool ed9e
Check New Generation II (check section @ middle)
26'-0'
U
E
x �
P.
Calculate Conservative Soil Pressure
Pd=1/2Cepd
Use
dmax 6 ft
Wsoil = 120 lb/ft3
0 = 48 degrees (internal friction)
e = 0 (no surcharge)
t = 0.1875 in (3/16" fiberglass)
Ce = tan 2(45-1/2+) = 0.147
Pd — Ce X wsoil
Ps = Ce X ws2oil X d /2
77
I
V r PU*
30 Union Avenue, Suite 200
Campbell, California 95008
- ,T (408) 583- 0322 • F (408) 583-0329
compupools@aol.com
A subsidiary of Hoskins Quilici Engineers, Incorporated
Analyze a unit strip
b = 12 in
S = bt2/6 = 0.0703 in3/unit foot
Check Pool Empty @ d =3'-0"
d = 3 f
Ps = Ce X wsoil X d2/2 = 79.6 lb
M = Ps (d/3) = 79.6 Ib -ft
fb = M/S = 13580 Ib/int <
Check Pool Empty @ d =4'-0"
d = 4 f
Ps = Ce X Wsoil X d2/2 = 141.5 Ib
M = Ps (d/3) = 188.6 Ib -ft
fb = M/S = 32189 Ib/int >
Pools must be full of water to the T-0" depth at all times.
JOB Classic Spas #030208
SHEET NO. OF
CALCULATED BY MY DATE 2/27/03
CHECKED BY DATE
Ps d
M
PW
21662 Wine = Fb O.K.
21662 Ib/int = Fb N.G.
t"
,` PUS @
30 Union Avenue, Suite 200
Campbell, California 95008
T (408) 583- 0322 • F (408) 583-0329
compupools@aol.com
A subsidiary of Hoskins Quilici Engineers, Incorporated
JOB Classic Spas #030208
SHEET NO. OF
CALCULATED BY MY DATE 2/27/03
CHECKED BY nn-rG
Analyze pool shell for a potential imbalance of Pimb = 30 Ib/ft2
(2001 California Building Code - Section 1611.6)
36'
Approximate cross section of pool
Longitudinal
A�=5.5ftx36ft = 198 ft2
---- --------- -----------------------
Transverse
AT = 3 ft x 16ft + 5 ft x 5.5 ft + 7c x (5.5ft)2/2 = 123 ft2
Design load used, At_ x Pimb = 5940 Ib
Shell Area = t x (5.5 + 36 + 5.5) x 12 = 106 int
ft = Design Load/Shell Area = 56 Ib/int < 13240 Ib/int
Classic Spa & Pools Depth
_Max Depth Min. Depth Req. of water in pool
Monterey l & II
All
5'-0"
3'-0"
New Generation I & If
6'-0"
T-0"
Lap Pool
6'-6"
T-6"
Marina II w/ Spa
6'-6"
3'-6"
Oasis w/o Spa
6'-9"
4'-0"
Classic Roman w/o Spa
6'-101'
4'-0"
Sierra w/ Spa
6-11 1/2"
4'-0"
Surfer w/ Spa
8'-2"
5'-2"
Surfer w/o Spa
8'-4"
5'4"
`King w/o Spa
8'-7"
6-01-
-p"
All pools are required to be full of water during backfill operation.
"Pools to maintain water level as specified in plans" - Remain full at all times
= Ft O.K.
n
f
w ' COMPUePOOLS(a
30 Union Avenue, Suite 200
Campbell, California 95008
T (408) 583- 0322 • F (408) 583-0329
compupools@aol.com
A subsidiary of Hoskins Quilici Engineers Incorporated
Floor Stresses:
Unit Strip Analysis
Hoop Stress, GH = pd/2t
Longitudinal Stress, GL = pd/4t
hmax = 8.58 ft
Ps = hmax x Pimb =
2
Ps = (Ps x hmax)/2 =
11
Pw = hmax x awater =
5
P. = (Pw x hmax)/2 =
22
Pnet = Pw - Ps =
11
P
R=6ft@bottom
57 Ib/ft2
04 Ib/ft
35 lb/ft2
97 Ib/ft
93 Ib/ft
GH Pnet/12" x t = 530 Ib/int
GL = Pnet/2/12" x t = 265 Ib/int
l
t I T
r
JOB Classic Spas #030208
SHEET NO. OF
CALCULATED BY MY DATE 2/27/03
CHECKED BY DATE
13240 lb/int O.K.
13240 lb/int O.K.
=IRE
SPRINKLER NOTES: '
1.
FIRE SPRINKLER INSTALLATION AND SUPPLY SYSTEM SHALL COMPLY WITH NFPA-13D.
2.
TANK FLOAT SWITCH MUST BE SET TO MAINTAIN 3l® GALLONS MINIMUM USEABLE
WATER STORAGE IN TANK.
3.
PROVIDE AN ALARM TO SOUND WHEN USEABLE WATER STORAGE 1N TANK FALLS BELOW
1_ GALLONS:
4.
THE Fl.ff SPRINKLER SUPPLY PUMP PRESSURE SWITCH SHALL BE SET TO ACTIVATE THE PUMP
AT PSI.
b.
PROVIDE ADEQUATE PROTECTION AGAINST FREEZING FOR SYSTEM COMPONENTS OUTSIDE.
'
OR IN UNCONDITIONED SPACE. '
6.
THE FIRE SPRINKLER SYSTEM SHALL BE TESTEDFOR LEAKEAGE AT NORMAL OPERATING --
PRESSURE.
7.
THE C-16 CONTRACTOR IS REQUIRED TO PERFORM AN OPERATIONAL TEST OF THE SYSTEM
AND CERTIFY IN WRITING TO BUTTE COUNTY BUILDING DIVISION THAT THE SUPPLY SYSTEM
OPERATED PROPERLY.
8.
SEE PLANS AND SPECIFICATIONS FOR OTHER REQUIREMENTS.
77
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SYSTEM
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ADDRESS /9�0.��/" �/d -do 2.
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OCCUPANCY
CITY diP� !//GLE
TITLE PIPING PLAN and DETAILS
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FOX COMPANY
..
,
DATE
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JOS NO.
3996 Olive Highway
Oroville, California 95966',
(916).533-2730 11c. No. 305365
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