HomeMy WebLinkAbout031-030-059BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
.24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541 FAM (530)538-2140
WEIBSITE: www.buttecounty.netkdds
PERMIT NO.
BP041667
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
I
Issued Date: 09/27/2004 APN: 031-030-059-000
the Business and Professions Code, and my license is in full force and
effect.
License Class: License Number.6 22 8
Site Address: 274 THOMPSON FLAT RD ORO
Date: 9_2_?_O�,(Contractor
Map Index:
Description: NSF (2089) GARAGE (832) COV.DECK (1016)
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner: ROBERT IRVIN
permit to construct, alter, improve, demolish, or repair any structure, prior
to its issuance, also requires the applicant for such permit to file a
11 SKYLINE BLVD
signed statement that he or she is licensed pursuant to the provisions of
OROVILLE CA
the Contractor's State License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or that he or
95966
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
applicant to a civil penalty of not more than five hundred dollars ($500).):
1, 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
Applicant: ROBERT IRVIN
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.).
1, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
Contractor:. ECONOMY BUILDERS COMPANY
not apply to an owner of property who builds or improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
L3 I am Exempt under Article 3 of the Business and Professions Code
P 0 BOX 150
OROVILLE, CA 95965
Date: Owner:
(530) 532-8038
WORKERS'COMPENSATION DECLARATION
I h reby affirm under penalty of pe6ury one of the following declarations:
License #: 653238
I 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.
Architect:
13 1 have and will maintain workers' compensation insurance, as
Engineer: PURSELL, FRANK JAMES
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carder and policy number are:
Carrier: . —I T__U It -,P IQ
Total Square Ft: 3937 S. F.
q 44 -2- -7
Policy #: 2 - 0
6
Valuation: $172,009.00
Ll I certify that in the performance of the work for which this permit is
Census Code:
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 of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date: 9 0 C-(
Applicant: int�
WARNING: Failure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
4-d5da, 33 5 1+547.64- dD+-
hundred thousand dollars ($100,000), in addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
interest, fees.
J5 27 - 4C)4 -
code, and afforney's
CONSTRUCTION LENDING AGENCY
This permit hereby Issu d under the applicable provisions of the BiMe County Codp. ?nd/or
I hereby affirm that there is a construction lending agency for the
Resolutions do ork ind�icated above for which fees have been paid.
performance of the work for which this permit is issued (Sec 3097 Civ.)
I L_ '9 - 7 7
?29ZtL6._�
Name:
By: Date: - 4:4 -
PER &ITPIRES ON: 7 - 4- 5 -
Address:
(Date)
0 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.
E3 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
0 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 duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby
authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes
--To k 0 N
Print Name: Signature:
o C -
Date:
C1 Owner 13 Contractor Q Agent for Owner 13 Agent for Contractor
1 4 it
1%
Pr —
'# �? q1960'9
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR INSPECTION#: OROVELLE: (530) 538-7636 - CHICO: (530) 891-2834
OFFICE #: (530) 538-7541
A FEE WILL BE REQUIRED A T TIME OFAPPLICA TION
OWNER
Name
-9 6
Address
city
8tate
Zip &
Phone
Fax
E-mail
CONTRACTOR
Name r—
, _"s C L
L), (C
Address
Is- C'>
city 0 " 0
State C'n,
I Zip 17
Phone 5-9 6 -Z Q
'ax
E-mail
Lic. # .5-5
APPLICANT NAME
ARCHITECTIENGINEER
Name
city
0&/L [(�'
Address
Z'Pq-S 6
city
Fax
State
Zip
Phone
Map Bo�'�
Fax
E-mail
Planner
State License Number
APPLICANT NAME
Name 0 C041 -e
Address fi� I �g— 0
city
0&/L [(�'
State
Z'Pq-S 6
Phpne _S�—& cy _ _7 c9 ? 0
Fax
E-mail
APPLICANT SIGNATURE
X
For office use only:
Zoning
jr-k�40IFloodZonel)<
JSRAJrYes�:j
No
Occ.
TAe Const.
Subdivision Name
Map Bo�'�
Planner
I Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
PERMIT
NO.
7
BP
BIN #
LOCATION
API
Pr Address
ORM
Cross'Street
_ WORKER'S COMPENSATION
Policy Number
Carder
If hiring anyone other than license contractors, a certificate of worke
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
crl ion go ;So� of Vork:
Sq. Footage
11 Structure Built without Permits
0 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
KAFORMBUILDING FORMS\BldgAppISubRqmts.doc Page 1 of 2
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.
C11 2- Z -
Received Amount: Bldg
I E� z P 19s,
Receipt #: Sheriff
_'�* 7. -2-0 Sup
-1
Date- ------ Other
6 (?-0 W ��C/. 5,2— Total I I
REV 4-30-04
r 6 j
SUBMITTAL REQUIREMENTS
The following drawings and specifications must be submitted to the Building Division in order to apply
for a permit. INCOMPLETE SUBMITTALS RYLL NOT BE A CCEPTED. ALL PLANS MUST BE
LEGIBLE AND IN INK.
Residential, New, Remodels, Additions, and Accessory Structures:
0 1 . 3 Site Plans, signed by the preparer. NO GRAPH PAPER!
C1 2. 3 Complete sets of plans,,signed by the preparer. NO GRAPH PAPER!
ci 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed
-calculations. . ,
* 4. 2 Engineered truss details and layouts (if required) (NO FAXES!).
* 5. Letter from Engineer or Architect for truss design review.
* 6. 2 Energy compliance design and supporting documentation.- (7Yote: Not requiredfor additions to
mobile or modular homes.)
Ei 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required).
* 8. Detached Accessory Building Form, filled out by the property owner (if required).
* 9. Sanitation' and site plan approval from the Environmental Health Department.
* 10. Metal Buildings: (A) Metal Bldg Plans, (B) Frid plans and calcs in triplicate, (C) Elevations in
triplicate, (D) Floor plans in triplicate, All of these must be stgmped and wet -signed by the engineer.'
Mobile, Manufactured, or Modular Homes:
0 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER!
0 2. 2 Data sheets and installation instruction manual.
0 3. 2 Marriage line information.
11 4. 2 Floor plans.
0 5. 2 Engineered Tie Downs or Foundation plans.
1:1 6. Sanitation and site plan approval from the Environmental Health Department.
0 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required).
Commercial, New, Additions and Remodels:
0 1 . 4 Site Plans, signed by the preparer. NO GRAPH PAPER!
2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations,
with code analysis.
3. 2 Engineered truss details and layouts (if required) (NO FAXES!).
0 4. Letter fi7om Engineer or Architect for truss design review.
El 5. 2 Energy compliance design and supporting documentation (if required).
0 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required).
ci 7. Statement of Intent for Non -heated and A/C (if required).
1:1 8. Metal Buildings: (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 st4=ed and wet -signed by the engineer.
0 9. Letter of intent..
13 10. Hazardous Material Form.
0 11. Sanitation and site plan approval from the Environmental Health Department.
If you have questions or would like additional information regarding this process, contact a Permit
Application Assistant at (530) 538-7541.
OVER FOR BUILDING PERMIT APPLICATION
KAFORMSSUILDING �0RMS\B1dgApp1SubRqmts.doc Page 2 of 2 REV 4-30-04
64- 16 6 9
COUNTY OF BUTTE
DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION
7 COUNtY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541
&.CHEDULE OF RECEIPT OF FEES
7
OV;NER A. P. #
PROPROSED BUILDING USE nsr- DATE
RECEIPT # DATE REC.
1. BUILDING PERMIT FEES
--- Balance Due ...................... $ 4- 2-4- 3 t�--
Additional Fees Due ........... $
�dRevised Plan Checking Fee .... A.
2. SCHOOL DISTRICT FEES VtM"
' (paid at School District Office) (forma aila leyafterPl�frjk -el
3. SHERIFF FEES (paid at Building Di i
7 -
Residential ............ Units $360.00 746
Commercial (sq. ftg.)..... X $0.03
Sq.Ftg.
4. URBAN AREA FEES (paid at Building Division)
Residential (per unit). x $
# Units Amt.
Commercial (Sq. Ftg.).... x
Sq. Fig. Amt.
5. RECREATION DISTRICT FEES
(paid at Recreation District Office) (form available after Plan Check)
1. THERMALITO DRAINAGE DISTRICT FEES
$510.00 (paid at Building Division),
7. SRA FIRE INSPECTION AND PLAN CHECK FEE
SW—*aid at Building Division)
__�K�) 3. (1 iz I
8'. WATER TENDER FEES BATTALION # (Z
$200.00 (paid at Building Division)
9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) I
Residential Zone x $
Zone # Units Amt.
JJA
Commercial (sq. ftg.) ......... _ X =$
Sq. Fig. Amt.
10. OTHER J r7 ;2e
62
At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees
may be changed during the plan checking process.
APPLICANT A - DATE_ 4i—
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).
Ofiginall-Building Division Yellow -Applicant Pink -Owner (rev. 2/2003)
ProposedCOUAKY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION
unty Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
ASSESSOR PARCEL NU
OWNER: MBER
- '
ps er 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 I by the preparer of the plans.
2. Compl'ete plans, 3 or 4 -sets, signed by the preparer of the plans.
'
3. Engineered plans, - 3 or -sets, with wet -`signature - plans AND - sets - stamped --�r~~calculations.
4. Engineered truss details and layouts induplicate. No faxes!
5. Letter from Engineer mArchitect for truss design review. 4 / 7. e,���
��
O. Enomyoum��mcodesign ondxu000h�od�umun�dun�dupUo�o7.
-'
'O 7. Statement ufIntent for Non -heated and A/C for Non -Residential Buildings. ' '
�� '
O 0. Manufactured homes: (A) Data sheets and installation inst. (B) Marriage ||no iom. (C) Floor Plan, (D) Tie down o[fhd p|aOo, all in
duplicate-_-_--- `
8. Muhdb|dQx://AM�o|Bldg Plans, (B)Fndplans and oa|oxinthp|ioo�.(C)Bava8onoin�p|io�o.(0)F�or�onoin��iou�. All of these
/J
� u 10. F| d E| h C �0 -/ ��
` O 11. � � d ma @�dd --~ ' �� / (
' O 12.
' Letter '� '—'fm
non-residential'—
O~ 1� Detached Accessory Building Form n000out uythe owner
/��-r
O -c 14. Hazo�ouoM�aha|Form
/ - °
~ 15. Sanitation and site plan approval from the Environmental Health Department inOChico [2'OmvUa.ouapplicable.
. �
l] 1O.0�o
` . .
-
Remaining items needed toissue the permit. (May require additional
' review upon receipt ufthe following bmmy] '
_17. Fire .............................................................................................
- 1&�g�u|�m|8uff�dr�dsite �ma�hom�oAUCommkmionorQmSent .
[� 18. Soils Report and/or Engineered Foundation required .................................. ........ ` /� � / ........ _
20. Erosion Control Plan Required '.~
-----------------------'_--------__ ........ /
4�nees as shown onthe attached Schedule o(Fees Due Sheet '--------- --l-----�_. -__--_-
22. City mkChico Plumbing permit -.---------------- --.!'
23 California Department of ca�n ' \ �
25. Contact Land Development about — Improvements, — Drainage ........................
i_a°~_CDEncroachment'r''it -'~�'''~`'`'
driveway from `'~''`~~`r^.......'.......'......... Ivor '.
O 28.Pre-inspection for
- 29. Contractor's license inhahoti^,(Numbor.Name Style, Classification) ...................
----------- ------- ^�
n� 30. Worker's ComponxaUnr�Ca.iar.dPolioyNumbu,.-../..l.................'...-...
^ 31. Owner-BuilderVerification[ Gi�eowner,'
tv,
� `"=o"g'"u'"""""""a"='------' �� -.----'c' ' � `~33 Reoo�edoopyofAn�mkundAnkn ......!---'_���__________
Ttll
O 34. Manufactured home utility clearance ...............................................................
[� '35. ExisUngvin|aUonuand/hroxpiredpennits-------------------
O36. Deed Restriction ............... :................................. .......................................
�___________
Gran
Other- ,—,.=ts, 0 Letter from Legal Owner, 0 C
_ _ Other:
When issued Telephone and hold for pickup.
---------- �------
,x .
I have been informed of the above items and requirements for obtaining a building permit. t '
1. Index perm6pplication for' the abov s nur�bered: Plan dheck Letter
2. Additional items required
Contractor, designer, owner, was advised of the above data by O phone, 1]ffi'a-i-1. `Ocounter, hy—Oate:____________
Contractor, designer, owner, was advised of the above data by 0 phone, dDote'
Plins reviewed by: Date: Plans approved by: wol TA_ Date fAL4
Structural reviewed by: Dat:! 1 4=, 4 Structural approved by- L*4'- Date:
Note transfer "v:. ./`
Building Division +,
. `~
E.H.-USIEE ONLY
Plot Plan Anoc"d—LIL—
Float Plan Anzcmd��
Sent to 9.0.
TO: Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
6�0 V I Ij , 'FIPV:))M
Owner Location AP#
Plan Approved for: Sewage Disposal Water Supply: Public Private WeIN
Clearance for — dwelling. Other D�, cx) rw-. �L& ) 2 0 � P�
Hold final for:
Final clearance O.K. for:
NOTE:
fL4 4
Environmental Health Specialist Date
8/96
JU(4 14
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834
OFFICE #: (530) 538-7541
A FEE "LL BE REQUIRED A T TIME OF APPLICA TION
OWNER
Name J2 6 b --I-- (�—v ( 0 -
Address /. / . S�4111 yl e
city 0eivi'lie
late
zip cj)'S-C/�
Phone
Fax
E-mail
CONTRACTOR
Name C 0 . -/
� U, I C 0
Address r,<
u— L",
city 0.� 0 V,
State (f
Zip
Phone 6
Fax
E-mail
Lic. #
Class
APPLICANT NAME
ARCHITECTIENGINEER
Name
city 0,/t
Address
Zip `7-�-9 6,�-
city
Fax
State
Zip
Phone
Map B�O�
Fax
E-mail
Planner
State License Number
APPLICANT NAME
Name 10 Co p 12—
Address
city 0,/t
State
Zip `7-�-9 6,�-
Phone of - -7 C1/1 0
Fax
E-mail
APPLICANT SIGNATURE
D
X
For office use only:
Zoning
Flood Zone
I
SRA
1(—Yes�;j
No_
Occ.
Ty0e Const.
Subdivision Name
Map B�O�
I Lot #
Planner
Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
KAFORMS\BUILDING F0RMS\BldgApp1SubRqnnts.doc
I
PERMIT
NO.
�/- / �-6 7
1B P
I BIN �\
LOCATION
API
Property Address
Cross Street
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
D cd
ion o S o e of Work:
Ll 0
Sq. Footage
El Structure Built without Permits
11 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
Page I of 2
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.
Received : //C/ Amount:
7— 'C( 'Z11A
Receipt #: Shedff
12-0 --SMIP
Date -
6 (?-0 W /' �.2 Total
REV 4-30-04
5
-1.
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM.
(Oro form per Building)
School -District a014 1�k'44 S Building Department No.
'Jurisdictiom'
A.P. Number -;5 (Aa city I x ]County
Property Owner
Property Locatlon/A
Subdivision
I --h - =
Residential Development r F
No of Living Mobile Home
Units Installation
Commercial/Industrial
;� . Now AddD
Building Department Repres7enthtive
Lot No.
..................... .... ... .............................. ...... ..... .........................
Sq. Footage
Addition/ *Supplemental to
(Group R)f
Conversion Permit #
*(No foundation inspection)
........................
Deed Restricted Sq. Footage
(Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document)
District identification, No.
nr
School District certifies that
uy\
T�'Dty� n':S D �7
(Street Address)
(City)
has complied with the requirements of Resolution No.
representing aCA!"�S6� square feet.
Paid by Check # Remarks:
Sq. Footage
(including
Roofed,
.9 .
Date
,=Y-
(Applicarit)
(Phone Number)
(State) (Zip Code)
* ��IA
by payment 6f $
JAB 2926 $ k.
PFULL MMGATION $
Date
11
1'4�11k
You may protest the Impoeftion of the fen Ident1fted above by submitting' a written prolissit to the District, In compiler= with
Government Code Section 66020(a), within 90 days from the date fen are paid. Failure to submit a timely written p
you ftm cludleriging the Imposition of the fen In any court action.
N, subsequent to the School District Representative signing "Butte County Schools I g P Fee Cartiftation Forn%ths DistrIct Is
by the appil Local Planning Agency that this project Is being reviewed under the Calftrimila Environmental Quality Act (CE"�
thisp al r' my be subject to additional school too to" midgets. Us Impact on On school dIstrieft schools.
White (applicant), Yellow (building department), Pink (school district) feefonn.xls00/03)drnm'1-
I
Butte County Department ofDevelopment Ser-pices %JTr
YVONNE CHRISTOPHER, DIRECTOR 0
0
7 County Center Drive 0
P-
Oroville, CA 95965
0
(530) 538-7601 Telephone
(530) 538-7785 Facsimile
co
TO: WILLDAN
J%%,x
FROM: Scott Rutherford (530) 538-7160
TM
srutherford(-@buftecounty.net
SUBJECT: Plans Transmittal For Review Per Contract
DATE: 07/07/2004
Applicant: Irvin, Bob. Permit 04-1667
Project Type: NSF APN: 031-030-059
100% 70%
Plan Check Fees 1,167.72 $ 817.40
$ 1,167.72 $ 817.40
JWILLDAN Fee $ 817.40
Copies Attached: Qty'
Chk
Application
Site Plan Review
FEMA Elevation Certificate
Building Plans
Truss Calculations
Energy Calculations
iStructural Calculations
Residential Plan Review Guide
Residential Construction Requirements
Other
Other
I
3:1
SITE PLAN REVIEW APPLICATION
Date )-u Oq AP# 0 -030 -0 Sj
Permit Number (if applicable) 0q _((tO
APPLICANT 17VFORMA TION Parcel Size:
Owners Name: dr dA L4"n
Owners Address:
Telephone No.:
Situs Address:
PrODosed Use:
Residential
E New Single Family Residential
=I
F� Single Family Addition Single Family Remodel
F� Mobile Home
Residential Accessory
E] Permanent Second Dwelling
Fj Temporary Mobile Home (Aunt Minnie)
Temporary Travel Trailer
Multi -family
Non-residential,
F-1 New -Commercial
F1 Commercial Addition
F-1 New Industrial
R Industrial Addition
Other
M Septic
Agricultural Exempt Building
Other:
Brief Explanation (if necessary):
R Commercial Remodel
Industrial Remodel
F-1 Well
q /-7/oc(
tkAay �V]0,0 Cav?aa��� Of
D0146T WRITE 13ELOW THIS LrAE V1
DETIELOPMENTSER VICES INFORMATION (For Staff Use)
M Approve ' d Conditionally Approved Resolve Problems Prior to Approval
Site Plan Stamped Approved'
B Ygl� Date
Page I of 5
ALL ITEMS CHECKED APPLY TO THE PROPERTY
Parcel Is In:
Snow Load Area:
Land Conservation' Act Minimum Acreage: Verify residence can be built per contract
Nitrate Action Plan (See Environmental Health for standards)
Watershed Protection Overlay Zone (See attached standards and -requirements)
Expansive Soils (Test for expansive soils and if verified proper foundation design required
SRA - (CDF to determine specific requirements)
100 -Year Flood Plain: (See attached)
Flood Zone:
Flood Panel No.: o& ov Zo Index Date:
Sacramento River Reclamation District (Approval must be obtained from the CAlifornia Reclamation Board)
Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)
E] North Chico Specific Plan (See Development Fees Section and attached standards and requirements)
ChapmanJMulberry (See attached standards and requirements)
Cohasset Area (See attached standards and requirements)
E] Grading Zone (See attached handout)
Use Requires:
Use Permit El Minor Use Permit El Administrative Permit
Minor Variance El Variance
--------------------------------------------------------------------------------------------------------
R Detached Building Use Form El Encroachment -Permit
R Agricultural Worker Affidavit E] Agricultural Acknowledgement Statement
Zoning:
Applicable Building Setbacks:
1.69
A6 Dot -
F-1 Setbacks drawn on site Plan, El CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
Zoning Code
Streets & Highways
Fire Prevention
Subdivision Map
Front
�20 ,
—
3o,
5-0 'Ck
Side
S-1
2,
Side Street
Rear
/"-^ I
�D U
.
Height
Waterway
N/A
N/A
N/A
1.69
A6 Dot -
F-1 Setbacks drawn on site Plan, El CDF approval needed for encroachments into SRA setbacks.
Page 2 of 5
2� i!;:�
A'pplicable Development Fees:
Standard Fees Amount Formula
Fire
School*
Parks/Recreation
Roads
Sheriff
Drainage
F] NCSP/CSA 87
Chico Urban Area — Road
Thermalito Impact
Other
-------------------------------------------------------------------------------------------------------------------------
Subdivision Map Special Fees'
Water Tender
F-1 Road Improvement
El North Oroville Area
El Other (per map)
Check with school district to verify actual fee if pre' -application review. A final determination will be made at the time of
Ahe building permit.
Parcel Created By
Deeds:
Date of Creation: Legal Access Provided: El No El Yes
'Deed of Reference: Legal Access Required D No 0 Yes
Parcel Frontage on Publicly Maintained Road: No 0 Yes, Road Name:
Complies with County Standards for Deed Creation:[] No F� Yes
Commen s -
El Parcel Deemed to be legal
F-1 Verify Legal Parcel 'El Verify Legal Access ElProvide Deed of Creation
El Obtain a Certificate of Compliance
F1 Obtain a Merger El Obtain a Lot Line Adjustment
El Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).
El Construct 'road to: El Meet Parcel size required by zone
0 Meet current Environmental Health Department requirements
Page 3 of 5
tl qlq -7 7rtn Vtp, �o_j 3 / - 03 -,) � �. 31 -0(.e —ol
IN Subdivision Map/Parcel Map:
Map Date of Recording:
Lot: 13
Use Permit/Minor Use Permit
Permit Number:
Book: I L4 K Page-:
Date of Approval:
Parcel Map/Subdivision Map[Use- Permit Conditions
it Comply with the following Conditions of Approval:
F] Meet the Fire Safe Regulations of Butte County and P.R.C. 4290
13
Automatic fire suppression sprinkler systems shall be installed in accordance with the
National Fire Protection Association Standard for 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 the Fire Department specifications, serves
the parcel.
F -I 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.
0 Provide an erosion control plan for building and land disturbance. 'The Erosion Control Plan
must be prepared by a registered civil engineer or other qualified professional and be
submitted to and approved by the Department of Public Works.
ON In lieu of a pressurized water system or water storage tank, payment into the appropriate
Battalion Water Tender Fund may be required.
El Measures shall be taken to control fugitive dust emissions from all driveway and-otlier civil
construction associated with residential development. Approved dust control measures are
found in the fugitive dust control plan for the site approved by the Butte County Air Quality
Management District, a copy of which can be obtained from the Butte County Department
of Development Services, Building Division."
E] Engineered foundations are required.
Class A roofs are required.
Property owners responsible for roa
FOR
Paae 4 of 5
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CALarrys\Building Pernit Site Plan Reviewl.doc
Page 5 of 5
El
Summary of Specific Requirements:
This information provided in this summary is based on the application information and on the best available data at the time
of review.
CALarrys\Building Pernit Site Plan Reviewl.doc
Page 5 of 5
-A.
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i_ 1256ag. P4.4-95
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FILL! 5,
"0 QX'4OR)
BASIS OF M-ARIN&S:
T14E BASIS OP 15LARINGS FOR THIS
177.0 SURVEY 15 THE NOJEIV LIME OF THS NORT"I'VIS"
1/4 OF SECTIONN; DET�ENI FouN NIcmumeMrS
ASSHOWW'YAKE AS NORTH 86' 4')'ZO" LEAST (91)
, w
EASEW.E"T 'DEEDS OF RIFF
..,�RD,TNAT
MAY Ar,,,T THIS 1111, BUT LOCA'nOHS
No DF _W
'I N p- D FROM
CAN 'T Be TE M
ZFCOWL) DATA AIZEi'
2. 00.605 sl
'A OA(605 S&5
sb 096�.86
34 06606 61"
64 91WIDS .54
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to" OR be-
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'v'
SSAZAL T- /9'jf- P0,5`1 717 17
w4ma
BEIN6 A PORTION Or T14E NORT)4 'h OF
SECTION 6 AND A PORTION or THE
.NORTMWESr �A, OF 5ECT)0N 5,
TOWNSHIP 19 NORTH, RANGE 'f EAST
M.D.M. IN THE UNINCORPORATED AREA
OF BUTTE COUNTY, CALIFORNIA
FOR
CHARLES. M. MASON
Al�noAl awv"�- xr�ywevr m �wIA4
I eAVA17Yfd�W.L%&t
1=0=0 rl-14-2-011% 7 9 8
,)on
F%= --
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ENOINEERS
LAND
SURVEYORS
P. 0. BOX 986 OROVILLE, CAL. 95965
7 Ph. (916) 534-9587 9s-10%
800k iq8
q"A STO 2V4' -LP DW'k---W-
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DATA 'M C.04PORMAMC.F W -H TN6 1.43W."TS 0� ""T
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0, c =65 -43- DN -r .99a. I MGRGSY S -E rIjAT
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OR C"DIT'10MALLY APPRCVCO.T6MTATIVG MAP, 10 AMY.
rN6 MWUMGMrS 5#00,-M MCR904 ARE OF 7715 CMARACTCR
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(A) MEAIVRCO
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(RI) DW DR-14.-OCC83-04-51�%IFXTSt-
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95) 97-3536?.
SEE D-ILV 1,,197- 3111*
i_ 1256ag. P4.4-95
R. D-TTe VUM;r PLJBLIC VJD IiS
FILL! 5,
"0 QX'4OR)
BASIS OF M-ARIN&S:
T14E BASIS OP 15LARINGS FOR THIS
177.0 SURVEY 15 THE NOJEIV LIME OF THS NORT"I'VIS"
1/4 OF SECTIONN; DET�ENI FouN NIcmumeMrS
ASSHOWW'YAKE AS NORTH 86' 4')'ZO" LEAST (91)
, w
EASEW.E"T 'DEEDS OF RIFF
..,�RD,TNAT
MAY Ar,,,T THIS 1111, BUT LOCA'nOHS
No DF _W
'I N p- D FROM
CAN 'T Be TE M
ZFCOWL) DATA AIZEi'
2. 00.605 sl
'A OA(605 S&5
sb 096�.86
34 06606 61"
64 91WIDS .54
'" Dusps Jka'cl
to" OR be-
,eeea,?,oxR'-r mr-emewr
'v'
SSAZAL T- /9'jf- P0,5`1 717 17
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BEIN6 A PORTION Or T14E NORT)4 'h OF
SECTION 6 AND A PORTION or THE
.NORTMWESr �A, OF 5ECT)0N 5,
TOWNSHIP 19 NORTH, RANGE 'f EAST
M.D.M. IN THE UNINCORPORATED AREA
OF BUTTE COUNTY, CALIFORNIA
FOR
CHARLES. M. MASON
Al�noAl awv"�- xr�ywevr m �wIA4
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ENOINEERS
LAND
SURVEYORS
P. 0. BOX 986 OROVILLE, CAL. 95965
7 Ph. (916) 534-9587 9s-10%
800k iq8
D. Condif.ions of Approval:
Mitigations:
"alo''n g- both sid e -s of the- M ioic-e- rRe-
1. �-Shbw on tKe n7ap 550 foot No Development Zone
`�Canalrand ail-on-g-th e--wEitland-swales in the three-pr6posed western parcels as indicated
on the Map. The distance shall be measured from the top of bank. Place a note on a
separate document which is to be recorded concurrently with the map or oil an
additional map sheet that states, "Structures, dumping, fill material, and/or excavation
shall not be allowed within the 50 foot No Development Zone as depicted.
2. Place a note on a separate document which is to be recorded concurrently with the map
or on an additional map sheet that -states: U p ression -sprinkler systems shall be
,;F-- i
stallQ`" 'ti- I -tri cti
in a new res en a s u ures in accordance with the, National Fire Protect on
two family
Association Standard for the installation of sprinkler systems in one and
dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community
water system, with hydrants that meet Fire Department. specifications, serves the
parcels."
3. Place a note on the additional map sheet stating "During construction, should any
archaeological artifacts be discovered, the Planning Division shall be notified
immediately, and all work shall cease until a qualified archaeologist has examined the
artifacts and the site and submitted his or her findings to the Planning Division, and
recommended clearance to continue. Recommencement of construction shall be upon
the approval of the Planning Division.
Planning Division Conditions:
4. Place a note on the map or on a separate document which is to be recorded
concurrently with the map or on an additional map sheet that states: "The Sheriff
Facilities. Impact Fee shall be paid, pursuant to the provisions of Chapter 3, Article I I of
the Butte County Code, prior to the issuance of building permit. The fee amount shall
be determined and calculated as of the date of application for building permit."_
Public Works Conditions:
g5. Prior to, or concurrently with the recordation of the Parcel Map, provide a fully executed
road maintenance agreement on the County approved form.
6. Provide'street name signs per requirements of the Department of Public Works prior to
�J;o recordation �of t ieParcel Map. Street names shall be approved by the County Address
Coordinator prior to the recordation of the Parcel Map.--rftm �Ps t-1 ��LAT �ZO
70
Provide a cul-de-sac, designed and constructed to County standards as specified in the
Butte County Development Review Committee -- July 10, 1997
0,
.0
12-
County Improvement Standards. The Parcel Map shall show the cul-de-sac.
Prior to the recordation of the Parcel Map, prove, to the satisfaction of the Director of
Public Works, that there i d access conforming to County standards to each
ublicly maintained road.
All access rights shall be reserved by deed, per County Ordinance, and offered for
dedication and depicted on the Parcel Map.
The developer shall provide all necessary traffic safety sign including stop signs. A
note shall be placed on a separate document which is to be recorded concu ' rrently with
the map. or on an additional map sheet of the Parcel Map stating "The property owners
are responsible for the maintenance of all private road safety signs, including stop
signs."
Pay the recording fees then in effect for recording the Parcel Maps and related
doc6ment��.
Provide two-way traversable access to each parcel from a County maintained road or
from a state highway. Improve an.d keep access road to parcel being divided to RS -8
LD -1.
Show on the additional map sheetof the Parcel Map a 50 ft'. building setback from the
centerline of access road and Thompson Flat Road.
Show all easements of record on the Parcel Map.
Prior to or concurrently with the recordation of the Parcel Map, pay in full any and all
delinquent, current and estimated ' taxes and assessments as specified in Article 8, of
Chapter 4 of Division 2 of Title 7, of,'thealifornia Government Code commencing with
Section 66492. JoH 9 �
Environmental Health Conditions:
No conditions.
California Department of Forestry Conditions
-a
Construction, nstallati h or development of structures or facilities on the parcels/lots
shall comply with the latest California Fire Safe Regulations, (Public Resources Code
4290), and all other applicable State and County codes, ordinances and regulations in
effect at the time of application for improvement permits. I
�q orti—=- o N /V� p Fizz- t C, .
Building identification and/or addresses shall be installed in conformance with Public
I
Butte County Developmeni Review Committee -- July 10, 1997
2
Resources Code 4290 and shall be posted at the beginning of building construction and
maintained continuously thereafter.
In lieu of a pressurized water system or water storage tank, payment of $200.00 per
created parcel into the Battalion 6 water tend fund, is required prior to the issuance of
a building permit. Place a note on the map or additional sheets that states
"Development of these parcels y require payment into the Water Tender Fund." v1
Approval of this request shall not waive the requirement to comply with all applicable
Federal, State, and County. laws, ordinances, and regulations in effect at the time of
building permit application.
3
Butte County Development Review Committee -- July 10, 1997 3
.3A. 0 -3 -
AND WHEN RECORDED MAIL TO:
BUTTE COUNTY BUILDING DIVISION
7 COUNTY CENTER DRIVE
OROVILLE, CA 95965
a 10 10 14 —1010 _'+ __3 C-3 __3 r::,
Recorded
Official Records
County Of
BUTTE
CANDACE J. GRUBBS
Recorder
ROSEMARY DICKSON
Assistant
10:36AM 20 -Jul -2004
REC FEE 13.00
COPIES 3.00
Barbara
Page I of 3
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 agriculturai purposes,
and residents of this.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:
Date 112,Z) PROPERTY OWNERS:
'0 VIA
-a r6l an r, xv/ YL)
State of California
County of '�IAAIO—
On —before me, (0
personally appeared 1<0 19c! T _J --f v,I V1 t ( (I im I (A n -4 J_ r �- i V,— � —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 hhandd and offic' I
ny
S i g n aCe�'� al*: ANGELA D. MASTELOTTO
CoMmiceinn Al Q1Q1 I IJA
M Notary Public -Califomia 'D
A.P. #
My Comm. Exp. OCT. 22,2006
1)'i;
11 �� -Pl%
Description
The land referred to herein is situated in the State of California, County of Butte, and is described as
follows:
PARCEL 1:
PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE
, Or. TT -M
RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 15, 1999,
IN BOOK 148 OF MAPS, AT PAGE(S) 93 AND 94.'
RESERVING A 60 FOOT RIGHT OF WAY AND PUBLIC UTILITY EASEMENT WITH A 50 FOOT
RADIUS CUL-DE-SAC, AS SHOWN ON SAID MAP.
APN 031-060-059-000
PARCEL II:
A NON-EXCLUSIVE EASEMENT 60 FEET WIDE FOR ROAD AND PU13LIC UTILITIES PURPOSES
LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
.BEGINNING AT A POINT IN THE NORTHERLY LINE OF THE UNION PACIFIC RAILROAD,
FROM WHICH POINT THE NORTHEAST CORNER OF SECTION 6, TOWNSHIP 19 NORTH,
RANGE 4 EAST, M.D.B. & M., BEARS NORTH 63' 08' 24" EAST, 2760.71 FEET; THENCE
SOUTHERLY AND WESTERLY ALONG SAID CENTERLINE, SOUTH 440 36'23" WEST, 131.74
FEET; THENCE SOUTH 540 22' 41" WEST, 58.54 FEET; THENCE SOUTH 780 25' 5111 WEST,
146.23 FEET; THENCE SOUTH 380 53' 45" WEST, 1431.47 FEET, MORE OR LESS, TO A POINT
ON THE NORTHEASTERLY BOUNDARY OF TABLE MOUNTAIN BOULEVARD AND THE END
OF THIS DESCRIPTION.
THE SIDELINES OF SAID EASEMENT SHALL BE LENGTHENED OR SHORTENED AS
NECESSARY TO INTERSECT SAID 'NORTHEASTERLY LINE OF SAID UNION PACIFIC
RAILROAD AND SAID NORTHEASTERLY LINE. OF SAID TABLE MOUNTAIN BOULEVARD.
THE BASIS OF -BEARINGS
FOR THIS DESCRIPTION IS THE SAME AS SHOWN ON THE
RECORD OF SURVEY RECORDED.- IN BOOK 78 OF MAPS, AT. PAGE(S) 98, BUTTE COUNTY
RECORDS.
PARCEL 191:
A STRIP OF LAND 60 FEET WIDE FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER A
PORTION OF THE NORTHWEST ONE-QUARTER OF SECTION 5, TOWNSHIP 19 NORTH, RANGE
4 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS:
CONTINUED
PARCEL 191: CONTINUED
BEGINNING AT A POINT IN THE CENTERLrNE OF THE E)USTING THOMPSON FLAT ROAD,
SAID POINT BEING ON THE SOMI LINE OF THAT PARCEL OF LAND DESCRIBED IN A
DEED TO CHARLES M. MASON, RECORDED UNDER BUT -M COUNTY RECORDERS SERIAL
NO. 95-11438, FROM WHICH POINT THE NORTHWEST CORNER OF SAJD SECTION 5 BEARS
NORITI 460 5.5' 28" WEST, 1877-51 FEET; THENCE SOLTrH 800 03' 40"' WEST, 165.23 FEET;
THENCE NORTH 830 21' 59" WEST, 424.57 FEET; THENCE SOUTH 060 38' 01" WEST, 60.00
FEET; THENCE SOUTH 83' 2 1' 59" EAST, 433-31 FEET, THENCE NORTH SO- 03' 40" EAST,
273.97 FEET; THENCE NORTH 090 56' 20" WEST, 60.00 FEET TO THE POINT OF BEGR4NING
AND THE END OF THIS DESCRIPTION.
THE BASIS OF BEARINGS FOR THIS DESCRIPTIONJS THE SAME AS SHOWN ON THE
RECORD OF SURVEY RECORDED IN BOOK 78 OF MAPS, AT PAGE(S) 98, BUTTE COUNTY
RECORDS.
PARCELIV:
A STRIP OF LAND FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER A PORTION OF THE
NORTHWEST ONE-QUARTER OF SECTION 5, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B.
& M., DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE SOUTH LINE OF THAT PARCEL OF LAND DESCRIBED IN
A D ' EED TO CHARLES M. MASON RECORDED UNDER BUM COUNTY RECORDER,S SERIAL
NO. 95-11438, FROM WHICH POINT THE NORTHWEST CORNER OF SAID SECTION 5 BEARS
NORTH 480 47' 08" WEST, 1949.37 FEET; THENCE SOUTH 70" 45' 43" WEST, 11.21 FEET;
THENCE SOUTH 800 03' 40" WEST, 292.51 FEET; THENCE NORTH 83* 21' 59" WEST, 654.06
FEET TO A POINT ON SAID SOUTH LINE; THENCE SOUTH 89* 54' 30" EAST ALONG SAID
SOUTH LINE, 1005.03 FEET TO THE P0114T OF BEGINNING AND THE END OF THIS
DESCRIMON.
THE BASIS OF BEARINGS FOR TI-II&tDESCr RWn,@N. �M TK- !!�AWT wAS OWN ON THE
_j$A,,
RECORD OF SURVEY RECORDED IMffQE)Kr78-,0f� ?�Aq�% 9�. (B
RECORDS. li JME COUNTY
LA&C-ELV.
A 60 FOOT RIGHT OF WAY AND Pullf"Id), UL
DE -SAC OVER THOMPSON FLAT ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP,
RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE., STATE OF
CALIFORNrA, ON DECEMBER 15, 1999, IN BOOK 148 OF MAPS, AT PAGE(S) 93 AND 94.
vw
WILLDAN
Suving Public Agencies
September 7, 2004
Scott Rutherford
Butte County Building Department
7 County Center Drive
Oroville, CA 95965
(530) 538-7169
(530) 538-2140 FAX
SUBJECT: COUNTY OF BUTTE PLAN REVIEW, APPROVED
117 C Street
Marysville, California 95901
530/749.2373 fax 530/749.2199
www.willdan.com
Willdan Project No: 14353-1031
Jurisdiction Job No: 04-1667
Assessor's Parcel No: 031-030-059
Description: Irvin Residence, Thompson Flat Road, Oroville
Dear Mr. Rutherford:
Willdan has *completed a plan review of'submitted plans and documents for the above
referenced project and recommends your approval.
The plans and documents provided for this review that have been found in compliance with
the applicable codes are:
Plans: Two (2) copies dated 04/18/04 by Barry Rubanoff
Structural Calculations: Two (2) copies dated 06/08/04 by Jim Pursell, P.E.
Energy Calculations: Two (2) copies dated 04/05/04 by Barry Rubanoff
Truss Calculations: Two (2) copies dated 05/14/04 by Mitek Industries, Inc.
The plans have been stamped with the Willdan approval stamp and dated the date of this
letter. According to our previous letters relating to this project, the superseded plans and
documents will be discarded within 10 days unless we receive other instructions.
On the pages to follow is. the identification of the codes and standards applicable to the project,
a code analysis, and identification of any deferred submittals.
APPLICABLE CODES
Unless noted otherwise, all comments are based on requirements of the 2001 California
Building Standards Code found in the California Code of Regulations, Title 24:
Part 2, known as the California Building Code and abbreviated he*'rein as "CBC"
Part 3, known as the California Electrical Code and abbreviated herein as "CEC"
Part 4, known as the California Mechanical Code and abbreviated herein as "CMC"
Part 5, known as the California Plumbing Code and abbreviated herein as "CPC"
WILLDAN
Serving Public Agencies
Part, 6, known as the Calif�rnia Energy Code, and Energy Commission Standards,
and abbreviated herein as "CECS"
COD E ANALYSIS
Type of
Typeof
1" Floor
2 "d Floor
OccuNancy
Construction
Sprinklers
Stories
S9 Ft
Total Sq Ft
S2 Ft
R-3 dwelling
—NORM
V -N
N
1 2089
I I 111 1 1111 SM
2089
U-1
V -N
N
1 832
832
R-3 cov. Poia
V -N
N
1 1016
1016
I his information is consistent witn tnat snown on tne permit application.
SPECIAL INSPECTION NEEDS
Our plan review reveals no special inspection needs pursuant to CBC 1701.
DEFERIZED 9UBMiTTALS'
Our plan review reveals no deferred submittals noted at this time.
Sincerely,
Isaac Kuster
Ricardo uzman, S.E.
Plans Ex–aminer Plan Check Engineer
CC: Alice Mefford at Butte County Email- A'mlefford@buttecounty.net
Bob Irvin, 11 Skyline, Oroville, CA 95966
Jim Purcell, FAX: (530) 534-0902 And jptirsell@sbcglobal.net
John A. Corpe Sr., P0Box 150, Oroville,,.CA 95965
PSTMEW7.
T
0
0
0
0
0 01
, -.111NIXON00- 9
II&LIC W�oc
''Department
J. Michael Crump, Director
41
PubIliz.. Works
LAND DEVELOPMENT DIVISION
Storm Water Management Program
7 County Center Drive
Oroville, CA 95965
(530) 538-7266
(FAX) 538-7171
National . Pollutant Discharge Elimination System (NPDES) Phase 11
Construction Storm Water. Permit and Storm Water Pollution Prevention
Plan (SWPPP) Acknowledgement [LESS THAN I ACRE
Project Description: K)
Project Location and/or Parcel Number: 0 -? J - 0 -3 C> - 0
By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB
I acre or more of land and that 1, 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 more of land may result in revocation of grading and/or other permits or other
sanctions provided by law.
Signed: I I(L-- A 4,
Title: q-) o -.,—
Date: (0 - -2- 1 - 0
Less than I Acre NPDES & SWPPP Compliance Certification
Butte County Stortri Water Management Program
Revised 5/24/04
03o
(&_6
.say)
Ve
OFFICE COPY
Address
GAS
Meter By Date -
ELECTRIC
Meter By Date�-�
OFFICE COPY
Address 114 0 QyV
- I
GAS
Meter By Date
ELECTR I C
Meter By Date6h---Z��
()d(ald I
(4
04.
BUILDING DIVISION
7� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541
AGRICULTURAL BUILDING EXEMPTION PERMIT
PEFIMIT NO.
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. 03 / �5q
ZONING
r5 _R - 4 -
OWNER
VL, n. 1-)V'� t ---
PH��W-
F
RES
OWNERYYD 2AL z2e�aL
LOCATION OF BUILYING 4aM&2?�
/G/7'
USE OF BUILDING
SIZE OF STRUCTURE
—'X —0 SO. FT.
TYPE OF CONSTRUCTION:
WOOD FRAME — STEEL CONCRETE
OTHER (Specify)
TYPE OF SIDING
1971��L
ROOF COVERING
FLOOR TYPE
ESTIMATED COST OF CONSTRUCTION
4�0 0�
$_2Le?
AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Or dinances as
follows:
If
FRONT E" SIDES REAR '50
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 reside2ce and a
mobfiqhome, aLid 40 feet from a c6mrrLercial bijildinq,-i - . 0-_ . .
I declare under penalty of per�jry that the building will be used as stated about, and the p4osed 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,/0—g.g 0-3 Signature of Owner Aae'-1
Permit Fee - $60.0 The above described AG Building is exempt from a bVding per iit.
Receipt No. Gq0 PA71L I P/ Ro��
g
/D,i-
V
Manager Buildin -,,Wn
OY ate
White PW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant
COUNTY OF BUTrE-DEPARTMENT- _-D.�/ELOPMENT SERVICES -BUILDING DIVISION
E
Cdhhty Center Drive, Oroville, C;�`9�96� Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
/ VOVINER: ASSESSOR PARCEL NUMBERX��
f ZVI 16�1
Proposed Building Use: Technician: 6,"-- Date:
Items required in order tolp'ply ffr a permit. All boxes MUST be chocked OR marked NA in o er to apply.
'0 1. Site plans, 3 or 4 sets, signtO by the preparer of the plans.
.0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
C3 4. Engineered truss details and layouts in duplicate. No faxes!
0 5. Energy compliance design and supporting documentation in duplicate.
0 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate.
0 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 enginee
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and
returned to the plan review line-up when required items are received.
10 8. Flood Elevation Certificate, Wet -stamped and signed, in duplicate ...
0 9. Site plan and business license approval from the City of Biggs .......
0 10. Letter of intent for non-residential buildings ...............................
0 11. Detached Accessory Building Form filled out by the owner .........
0 12. Hazardous Material Form ......................................................
0 13. Fire Sprinklers .....................................................................
El 14. Agricultural Buffer cIr and site plan apr from the Ag Commissioner
0 15. Other
Date Received By
......................
Sent by-..
'Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
0 16. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
0 17. Statement of Intent for Non -heated and A/C Buildings .............................................
0 18. Sanitation and site plan approval from the Environmental Health Department in
0 19. City of Chico Plumbing permit ..................................................... ** ......
20. California Department of Forestry plan approval 0 paid. Sent by: . ......................
C3, . Planning approval for (A) Use: -(B)Parking: -(C) Parcel Check:
0`22. Contact Land Development about 0 lmprov'ements�, 0 Drainage ...............................
0 23. NPDES Form .............................................................................................
0 24. Encroachment Permit for driveway from the Public Works Dept ................................
0 25. Pr64nspection for required ...............
0 26. Contractors license ih' ' formation. (Number,,Name Style, Classification) ......................
0 27. Worker's Compensatio' - n Carrier and Polic;,�'Number .............................................
0 28. Owner -Builder Verification (E] Given to owner, 0 Maile'd to owner)..:` .................
0 29. Letter of Signature authorization ....................................................................
0 30. Recorded copy of Agricultural Acknowledgment Statement ....................................
0 31'. Manufactured home utility clearance ...............................................................
32. Exispin(f violOOS and/or expired permits ..............................................
33., 3-*Gr;i e it e/State Facts eck. I.C.D. $
her: MZ r "�Y2
Aen issued Telephone and hold for Akum
I have been informed of the above items and requirements for obtaining a building permit.
Applicant: , F d,, Date: /C;'- .2,:2 - ::::�'3
1. Index permit application for the above items numbered: Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by -Date:
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by _Date:
Plans reviewed by: Date: Plans approved by: Date: -
Structural reviewed by: ---Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
0-3 -9W
r I
COUNTY. OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Cirovillin, Calif9pia 95965 * Telephone (530) 538-7541 0-3- 40.1
(Rev. 12/96) APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
031-030-059
ZONING
FR -40
BUILDINGPERMIT
OWNER
IRVIN, ROBERT
TELEPHONE
589-1863
SQ. FT. OCC. BUILDING VALUATION
OWNEWS MAILING ADDRESS
11 SKYLINE BLVD, OROVI 95966
CONTRACTOR'S NAME
OWNM
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
CONSTRUCTION LENDER
LENDER'S MAILING ADDRESS
Fireplace
Total Valuation is
ARCHITECT OR ENGINEER
LICENSE NO.
Filing Fee
$ 20.00
Permit Fee
$ 15.00
ARCHITECT OR ENGINEERS MAILING ADDRESS
Plan Checking Fee
$
BUILDINGADDRIESS THOMPSON FIAT RD, OROVITIE
Energy Plan Checking Fee
$
$
PERMIT FEE
3100
LOT NO.
SUBIDNWOWS NAME
1
PARCEL MAP
1
PLUMBING PERMIT
Filing Fee 20.00
USEOFSTRUCTURE
SF 0 Duplex 0 Mobilehome 0 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 0 Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0
Describe Work: DEMO BAM
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home I S I G I WF__
920.00
PERMIT FEE
ELECTRICAL PERMIT
Filing Fee 20-00
"OOV OR LESS
Main Service OA ORLESS
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.
License Class Lic. No.
OWNER -BUILDER DECLARATION
1 hereby affirm under penalty of perjury that I am exempt from the Contractors License
Law
,/for the following reason:
17k 1, as owner of the property, or my employees with wages as their sole compensaton,
will do the work, and the structure is not intended or offered for sale.
0 1, as owner of the property, am exclusively contracting with licensed contractors
to construct the project.
0 1 am exempt under Sec. Business and Professions Code for this
reason
Main Service 200A TO 1000A
46.00
NEW CONST DW NG UP.
OR ADDNS. S.
.C.
so.
3.50 Fr.
CONS B#MULT,'0,_,,,
=R.ID.T
@7.50
PONf.E.RAF.PARATUS
. Zr M.
Ex. Occu OUTLET OR FecrURES
20 @ 1.00
BAL @ .50
Ex. Occup. 6.)OEA,
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wirina
23.00
I
PERMIT FEE
$
WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
0 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.
El I have and will maintain workers' compensation insurance, as required by Section
3700 of the Labor Code, forthe performanceof workforwhich this permitis issued.
My workers' compensation insurance carrier. and policy number are:
Carrier
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood
6.50
Ventilation
PERMIT FEIE
$
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
forthw, h comp y with thos provisions.
X Date
ig
Sig tUFe of Applicant - 0 -Owner 0 Contractor 0 Agent
An OSHA permit is require xCaAv over 60" deep and demolition or construction
I.,
of structure&itorl sftr' E ,J,
Receipt No��—/
WHITE-D.D.S.-B.D. CANAF;Y-A'9!LSSOR PINK -INSPECTOR GOLDEN ROD -APPLICANT
Mobile Home Installation Fee $
Energy Inspection Fee $
Occ
CONST. TYPE
TOTALFEE$ 35.00
FEES IMP FLOOD COF PARCEL I PO HD
permit is reby issued under the applicable provisions
f I
of Butte unty Code and/or Resolutions to do work
indica d a v w i fees have been paid.
B Date
y
y
PERMIT EXPIRES ON /Z
I (—!d
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, �aliforrila 95965 - Telephone (530) 538-7541 �,NOJ
Rev.12/96) APPLICATION AND PERMIT
�� &,�el I BUILDING PERMIT
ASSMSOR PARCEaL NUMBBER 10— — ) _ /I
/,Or,;�j SQ. F BUILDING VALUATION
MER
OWNER A
coNS'MUCTION LENDER
$
MECHANICAL PERMIT
Filing Fee 20.00
Fireplace
—
LEM R'S MAWNG ADORE=
Total Valuation $
1$==�
—
Hood
LICENSE NO.
Filing Fee
$
20.00
ARc rEcT OR WNEER
U --'44
$
-
'\--EEWAlf FEIE
Permit Fee
Mobile Home Installation Fee
ARCWn!CT OR ENGINEERS MWNr ADORM
Plan Checking Fee
$
Energy Plan Checking Fee
$
SULDING ADDR=
PERMIT FEE
$
k-�)
PARCEL MAP
PLUMBING PERMIT
Filing Fee 20.00
Uff No.
SUBDIMIDN's Rue
7.00
Each Trap
LISEOFSTRUCTURE
Solar or heat pump water heater
23.00
Water piping
15.00
SF 0 Duplex 0 Mobilehome 0 Other
r,Pmw—y
-
Each gas water heater or vent
—�15-10DZ
TYPE OF WORK
Gas rifioing system I - 5 outlets
I'S. 0
15.00
New 0 Addition 0 R 0 Udlifies 0 Installatio er 0
Build& sewer -:;::f�
15.090
Mobile G1 W1
1
Ca20.00
Describe Work:
I
PERMIT FEE
ELECTRICAL PERMIT
Filing Fee 20-00
800v OR LEM
Main Service 2DOA OR LM Ji
23.00
Main 200A TO 100M
46.OD
NEW COME DWELLING
OR ADDNS. & ACM.
3.50FT.
=20N.S.T MUM -OUTLET
@7.50
BRAP—CH CM=M
PERMIT FEE PAID
( F.Or AP=LF,
ca)
SRA
SHERIFF
OTHER
P
Ex. Occup. ovnEr OR Fvmw
APPLNS. OR
Ex. OCCILP. qLTZLEDrs 1REs1D.)-EA 5.00
Tempor&y Servic 23.00
Mobile Ame F Q 20.00
misc- Wirin, 23.00
PERMIT FEE
$
MECHANICAL PERMIT
Filing Fee 20.00
Heating
—
Cooling
—
Hood
6.60
ventilation
U --'44
-
'\--EEWAlf FEIE
Mobile Home Installation Fee
Energy rispection Fee
=0
CONST. TYPE
IZ-5 I U I AL FEE 1p
AMOUNT RECEIVED imp I FLOOD I CDF I PARCS- I PD
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do - work
DATERECEIVEDI indicated above for which fees have been paid.
By Date
PERMIT EXPIRES ON
RFCFIPT Pata)
0.0
M
-B
COUNTY OF BUTTE -DEPARTMENT OF DE U, ING DIVISION
�,VEL
7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140
PERMIT APPLICATION DATA SHEET
OWNER: ASSESSOR PARCEL NUMBE7) U�-1
Proposed Building Use:
,ll)UW0 Counter Technician: Date:
Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in frder to apply.
01. Site plans, 3 or 4 sets, signed by the preparer of the plans.
0 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.
0 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
0 4. Engineered truss details and layouts in duplicate. No faxes!
0 5. Energy compliance design and supporting documentation in duplicate.
0 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate.
0 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 mustbe
stamped and wet -signed by the eQi6bef- - -
Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and
returned to the plan review line-up when required -items are received.
Date Received By
0 8. Flood Elevation Certificate, Wet -stamped and signed, in duplicate ................................
0 9. Site plan and business license approval from the City of Biggs ....................................
0 10. Letter of intent for non-residential buildings .........................................................
0 11. Detached Accessory Building Form filled out by the owner .....................................
0 12. Hazardous Material Form ...............................................................................
0 13. Fire Sprinklers ...................................................... .......
0 14. Agricultural Buffer cIr and site plan apr from the Ag Commissioner Sent by-..
0 15. Other
Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.)
0 16. Fees as shown on the attached Schedule of Fees Due Sheet .......................................
0 17. Statement of Intent for Non -heated and A/C Buildings .............................................
0 18. Sanitation and site plan approval from the Environmental Health Department in
0 19. City of Chico Plumbing permit .....................................................
0 20. California Department of Forestry plan approval 0 paid. Sent by:
0 21. Planning approval for (A) Use: -(B)Parking: -(C) Parcel Check: -
0 22. Contact Land Development about 0 Improvements, 0 Drainage ...............................
0 23. NPDES Form ..............................................................................................
0 24. Encroachment Permit for driveway from the Public Works Dept ................................
0 25. 'Prd-Inspection for required ................
0 26. Contractor's license information. (Number, Name Style, Classification) ......................
0 27. Workers Compensation Carrier and Policy Number .............................................
0 28. Owner -Builder Verification (0 Given to owner, 0 Mailed to owner) .....................
0 29. Letter of Signature authorization ....................................................................
30. Recorded copy of Agricultural Acknowledgment Statement ....................................
31' Manufac red home utility clearance ......................... ..............................
3 2A' an,
_ , Volations and/or expired permits ..................... . ..............................
;e0 MG
I"Othei
e� issued
pickup.
I have been informed of the above ite and requirements for obtaining a building permit.
Applicant: Xje--, r I Date: /0 --2, :2 03
1. Index permit application for the above items numbered: Plan Check Letter
2. Additional items required
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, 0 counter, by _Date:
Contractor, designer, owner, was advised of the above data by 0 phone, 0 mail, ED counter, by _Date:
Plans reviewed by: Date: Plans approved by: Date:
Structural reviewed by: Date: Structural approved by: Date:
Note transfer by: Date:
Yellow: Building Division
Demolition ermits
Asbestos Notification Statement
Date—
AP#O/ 0�- 66q
Pursuant to section 19827.5 of the California Health and Safety Code, 'all
demolition permit applicants are requ'ired to fill out this form.
"19827.5. A.demolition permit shall not be issued by any city, county,
city and county, or state and local agency which is authorized to issue
demolition permits as to any building or"structure except upon the receipt
from the permit applicant of a copy of each written asbestos notification
regarding the building that has. been required to be. -submitted to the'United
States Environmental Protection Agency or to a designated state agency, or
'both, pursuant to Part ' 61 of Title 40 of the Code of Federal Regulations,
or the successor to that part. The permit may be issued without the applicant
submitting a copy of the written notification if the applicant declares that
the notification is not applicable to the scheduled demolition project. The
permitting agency may require the applicant to make the declaration in writing,
or it may incorporate the applicant's response on the demolition permit appli—
cation."
Attached is a copy of my written asbestos notification to the United States
IF. Environmental Protection Agency for the demolition project located at
Signature of Applicant
()R
I hereby declare that a written asbestos notification to the United States
Environmental Protection Agency is not applicable to this demolition project.
Signature of Applicant
2/19/91
1."k, Q-- B - --1
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An "owner -builder" building permit has been applied for in your name and bearing your signature.
Please complete and return this information at your earliest opportunity to avoid unnecessary delay
in processing and issuing your building permit. No building permit will be issued until this
verification is received.
I personally plan to provide th
:eV6ajor labor and materials for construction of the proposed
property improvement: YES - NOO
2. , I HAVE _Rf HAVE NOT 0 signed an application for a building permit for the proposed work.
3. 1 have contracted with.the following person'(firm) to provide the proposed construction:
NAME:
ADDRESS: CT1rY:
PHONE: CONTRACTOR'S LICENSE NO.
4. 1 plan to provide portions of this work, but I have hired the following person to coordinate,
supervise, and provide the major work:
NAME:
ADDRESS: CITY:
PHONE: CONTRACTOR'S LICENSE NO.
5. 1 will provide some of the work but I have contracted (hired) the following persons to provide
the work indicated:
NAMIE ADDRESS PHONE TYPE OF WORK
M. 1:6
NOTE. This Owner -Builder Veriji"cation is required by Section 19831 and 19832 of the
California Health and Safety Code. This verijilcation must be completed and
returned to our office before we are permitted to issue the permit.
OVER
O.B.- I
I OWNER BUILDER INFORMATION I
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of property
improvements specified.
For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such
a permit Building permits are not required to be signed by property owners unless they are personally performing their
own work. If your work is being performed by someone other than yourselt you may protect yourself from possible
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business
license from the city or county. They are also required by law to put their license number on all permits for which they
apply -
If you -plan to do your own work, with the exception of various trades that you plan to subcontract, you should
be aware of the following information for your benefit and protection:
If you employ or otherwise engage any persons other than your immediate family, and the work (including materials
and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
If you are an employer, you must register with the State and Federal Governments as an employer and you are
subject to several obligations including state and federal income tax withholding, federal social security taxes,
workers compensation insurance, disability insurance costs, and unemployment compensation contributions.
There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious
with respect to worker's compensation insurance.
+ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and,
if you wish, the U.S. Small Business Administration). For more specific information about your obligations under
State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building
permits are not required to be signed by property owners unless they are performing their own work personally.
Information about licensed contractors may be obtained by contracting the Contractors State License Board in your
community or at 1020 N Street, Sacramento, CA. 95814.
Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you
are aware of these matters. The building permit will not be issued until the verification is returned.
4 rely,
NMEc rel C. Vidira, C.B-O.
1
M ger, Zilding Inspection
NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code.
OVER
RECORDING REQUESTED BY
MID VALLEY TITLE & ESCROW CO.
AND WHEN RECORDED MAIL TO:
ROBERT E. IRVIN
4V11 SKYLINE BLVD
OROVILLE, CA 95966
Above This Line for Recorder's Use Only
A.P.N.: 031-030-059 Order No.: 216088AM-ORO-C Escrow No.: 216088AM
GRANT DEED
THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUWMNTARY TRANSFER TAX IS: COUNTY $88.00
X computed on full value of pro exty conveyed, or
coTputed on full value less ylue of liens or encumbrances remaining at time of sale,
unincorporated area; [ I City of _, and
FOR A VALIJA13LE CONSIDERATION, Receipt of which is hereby acknowledged,
CHARLES MASON and LINDA MASON, Husband and Wife as Joint Tenants
hereby GRANT(S) to
ROBERT E. IRVIN and CAROLANN IRVIN, Husband and Wife as Joint Tenants
the following described property in the City of UNINCORPORATED AREA, County of Butte State of California;
SEE ATTACHED LEGAL DESCRIPTION
IeRARLES MASON
Document Date: October 17, 2003
LINDA MASON
STATE OF CALIFORNIA )SS
COUNTY OF SUITE
On QCTnRFR 17- 9=3 before me, ANIGFE A n - mAqTFi nrlja No]:ARy
personafly appeared CHARLES MASON AND LINDA MASON
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) islare subscribed to the within
instrument and acknowledged to me that he/shelthey executed the same in his/her/their authorized capacity(ies) and that by his/heritheir signature(s) on
the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed (he instrument.
WITN my hind
SignatC
This area for official notarial seal.
-4'ANMELA-D. MASTE
iTTO
'0
Commission #13 1124
Notary Public - California
Butte Coun
-My Comm. -Exp. OC .22,
0
0 1 . . . . . . . .
AL Mail Tax Statements to: SAME AS ABOVE or Address Noted Below
Recorded
I REC FEE 13, N
Official Records
I TAX So. N
Coun Of
ME
CANDACE J. GRUBBS
I
Recorder
I
ROSEMARY DICXSON
i
Assistant
I Cheryl
09:00AM 21 -Oct -2003
I Page I of 3
Above This Line for Recorder's Use Only
A.P.N.: 031-030-059 Order No.: 216088AM-ORO-C Escrow No.: 216088AM
GRANT DEED
THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUWMNTARY TRANSFER TAX IS: COUNTY $88.00
X computed on full value of pro exty conveyed, or
coTputed on full value less ylue of liens or encumbrances remaining at time of sale,
unincorporated area; [ I City of _, and
FOR A VALIJA13LE CONSIDERATION, Receipt of which is hereby acknowledged,
CHARLES MASON and LINDA MASON, Husband and Wife as Joint Tenants
hereby GRANT(S) to
ROBERT E. IRVIN and CAROLANN IRVIN, Husband and Wife as Joint Tenants
the following described property in the City of UNINCORPORATED AREA, County of Butte State of California;
SEE ATTACHED LEGAL DESCRIPTION
IeRARLES MASON
Document Date: October 17, 2003
LINDA MASON
STATE OF CALIFORNIA )SS
COUNTY OF SUITE
On QCTnRFR 17- 9=3 before me, ANIGFE A n - mAqTFi nrlja No]:ARy
personafly appeared CHARLES MASON AND LINDA MASON
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) islare subscribed to the within
instrument and acknowledged to me that he/shelthey executed the same in his/her/their authorized capacity(ies) and that by his/heritheir signature(s) on
the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed (he instrument.
WITN my hind
SignatC
This area for official notarial seal.
-4'ANMELA-D. MASTE
iTTO
'0
Commission #13 1124
Notary Public - California
Butte Coun
-My Comm. -Exp. OC .22,
0
0 1 . . . . . . . .
AL Mail Tax Statements to: SAME AS ABOVE or Address Noted Below
C
C
Order No. BU -216088-3 AM
Description
The land referred to herein is situated in the State of California, County of Butte, and is described as
follows:
PARCEL h.
PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE
RECORDER OF THE COUNTY OF BUTIE, STATE OF. CALIFORNIA, ON DECEMIBER 15, 1999,
IN BOOK 148 OF MAPS, AT PAGE(S).93 AND 94.
RESERVING A 60 FOOT RIGHT OF WAY AND PUBLIC UTUM EASEMENT WITH A 50 FOOT
RADIUS. CUL-DE-SAC, AS SHOWN ON SAID MAP.
APN 031-060-059-000
PARCEL II:
ANON -EXCLUSIVE EASEMENT 60 FEET WIDE FOR ROAD AND PUBLIC UTIL1TIES PURPOSES
LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
BEGINNING AT A POINT IN THE NORTHERLY LINE OF THE UNION PACIFIC RAILROAD,
FROM WHICH POINT THE NORTHEAST CORNER OF SECTION 6i TOWNSHIP 19 NORTK
RANGE 4 EAST, M.D.B. & M., BEARS NORTH 63" 08' 24" EAST, 2760.71 FEET; THENCE
SOUTHERLY AND WESTERLY ALONG S AID CENTERLINE, SOUTH 440 36' 23" WEST, 131.74
FEET; THENCE SOUTH 54" 22' 41" IAMST, 58.54 FEET; THENCE SOUTH 78' 25' 51' WEST,
146.23 FEET; THENCE SOUTH 38* 53' 45" WEST, 1431.47 FEET, MORE OR LESS, TO A POINT
ON THE NORTIMASTERLY BOUNDARY OF TABLE MOUNTAIN BOULEVARD AND THE END
OF THIS DESCRIPTION.
THE SIDELINES OF SAID EASEMENT SHALL BE LENGTHENED OR SHORTENED AS
NECESSARY TO INTERSECT SAID NORTHEASTERLY LINE OF SAID UNION PACIFIC
RAILROAD AND SAID NORTHEASTERLY LINE. OF SAID TABLE MOUNTAIN BOULEVARD.
THE BASIS OF -BEARINGS FOR TIES DESCTLIPTION IS THE SAME AS SHOWN ON THE
RECORD OF SURVEY RECORDED. IN BOOK 78 OF MAPS, AT PAGE(S) 98, BUTTE COUNTY
RECORDS.
PARCEL III:
A STRIP OF LAND 60 FEET WIDE FOR ROAD AND PUBLIC UTILrMS PURPOSES OVER A
PORTION OF THE NORTHWEST ONE-QUARTER OF SECTION 5, TOWNSHIP 19 NORTTL RANGE
4 EAST, M.D.B. & M., DESCRIBED AS FOLLOWS:
506IN-VITUT11
Order No. BU -216088-3 AM
PARCEL III: CONTINUED
BEGINNING AT A POINT IN THE CENTERLINE OF TEE EXISTING THOMPSON FLAT ROAD,
SAID POINT BEING ON THE SOUTH LINE OF THAT PARCEL OF LAND DESCRIBED IN A
DEED TO CHARLES M. MASON, RECORDED UNDER BUTTE COUNTY RECORDER'S SERIAL
NO. 95-11438, FROM WHICH POINT THE NORTHWEST CORNER OF SAID SECTION 5 BEARS
NORTH 460 5.5' 28" WEST, 1877.51 FEET, THENCE. SOUTH 80- 03- 40- WEST, 165.23 FEET;
THENCE NORTH 830 21' 59" WEST, 424.57 FEET; THENCE SOUTH 06* 38' 01" WEST, 60.00
FEET; THENCE SOUTH 83" 2 V 59" EAST, 433-31 FEET, THENCE NORTH 80- 03' 40" EAST,
273.97 FEET; THENCE NORTH 09- 56' 20" WEST, 60.00 FEET TO THE POINT OF BEGINNING
AND THE END OF THIS DESCRIPTION.
THE BASIS OF BEARINGS FOR THIS DESCRIPTION.IS THE SAME AS SHOWN ON THE
RECORD OF SURVEY RECORDED IN BOOK 78 OF MAPS, AT PAGE(S) 98, BUTTE COUNTY
RECORDS.
PARCELIV:
A STRIP OF LAND FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER A PORTION OF THE
NORTHWEST ONE-QUARTER OF SECTION 5, TOWNSHIP 19 NORTH, RANGE 4 EAST, M.D.B.
& M., DESCRIBED AS FOLLOWS:
BEGI?4NING AT A POINT ON THE SOUTH LINE OF THAT PARCEL OF LAND DESCRIBED IN
A D ' RED TO CHARLES M. MASON RECORDED UNDER BUTTE COUNTY RECORDER,S SERIAL
NO. 95-11438, FROM WHICH POINT THE NORTHWEST CORNER OF SAID SECTION 5 BEARS
NORTH 480 47' 08" WEST, 1949.37 FEET; THENCE SOUTH 70* 45' 43" WEST, 11.21 FEET;
THENCE SOUTH 800 03' 40" WEST, 292.51 FEET; THENCE NORTH 83* 21' 59" WEST, 654.06
FEET TO A POINT ON SAID SOUTH LINE; THENCE SOUTH 890 54' 30" EAST ALONG SAID
SOUTH LINE, 1005.03 FEET TO THE POINT OF BEGINNING AND THE END OF THIS
DESCRIPTION.
THE BASIS OF BEARJNGS FOR THISIDESCREMON.I& THE'SAME�AS,,Sli!�WN ON TBE
RECORD OF SURVEY RECORDED IN�BOE)Kt,,7&�,Q
,MAP.&. -)PAGES N..4
33ITTE COUNTY
RECORDS.
PARCEL V:
i 0 v
A 60 FOOT RIGHT OF WAY AND PUBIL.IC-UHL-R4EASEuma-vinLAMY-MBRADITJS CUL_
DR -SAC OVER THOMPSON FLAT ROAD, AS SHOWN ON THAT CERTAIN PARCEL MAP,
RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF
CALIFORNIA, ON DECEMBER 15,1999, IN BOOK 148 OF MAPS., AT PAGE(S) 93 AND 94.
ul,
May 20 05 08:13a JOHN A CORPE SR 530-589-3820 P.1
fjUILDERSCOMpANy 02
0�/,P79S-
PD. 13ox 150
t)mvi)L-. CA 9590
CERTIFICATION OF INSULATION ()q'r 1&0
ADD5ESkOR TRACT SACRAME )BUILDING CONTRACTORS
1309 MELODY ROA
D, MARYSVILLE, CA 95901 LIC4202026
605 S. AUBU.:3N STREET, GRASS VALLEY, CA 95945 LIC'202026
38131 BENATARWAY. SUITE A, CHICO, CA 95928 LIC420;026
8924 AIRPORT ROAD, REDDING, CA96002 LIC #202026
Y
DATE INSULATION COMPLETED
square
TYPE OF INSULATION
MATERIAL
FIBERGLASS
zoRhi BATTS
MANUFACTURER'S PRCDUCT I.D
CT OCF KN AGS CT OCIF CT OCF KN
A-VALILIF
APPLIED R -VALUE APPLIED -WIN. —INSTALLED
INSTALLED THICKNESS WEIGHT PER R -VALUE APPLIED
INSTALLED THICKNESS D TH N S
SQUARE FOOT INSTALLED THICKNESS
KNEE WALLS IF
MATE:;14L R -VALUE IS OTHER THAN WALLS ABOVE
7ORM 1 R-VA_UE MANUFACTLIF—E—F;
FIBERGLASS BATTS CT OCF KN
MATER14L AIR INFILTRATION SEALANT
FOAM MANUFACTURER HILTI HANDY FOAM
THIS I ; TO CERTIFY THAT INSULATION ANDIOR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES,
MATERIAL STANDARDS AND REGULATIONS
C.s
TI DATE
5IGNATURE - GENERAL CCNTRACTOR TITLE DATE
:I=_mAAKS I
WHITE - Suildei Copy, GREEN - Buildef Copy. YELLOW - Cuslomer Copy, PINK - Attic Copy, GOLD - File Copy
CEILINGS
-WALLS
square leet)
TYPE OF INSULATION
z;7 Square leel'i
TYPE OF INSULATION
I
MAT E R IAL
FIBERGLASS
FIBERGLASS
FORm BATTS
FORM BATT &BLOW
t,4ANUF,C7U.R=_R*S PRODUCT I.D_
DID
MANUFA,'TURER
FAANUFA :-TUAER
square
TYPE OF INSULATION
MATERIAL
FIBERGLASS
zoRhi BATTS
MANUFACTURER'S PRCDUCT I.D
CT OCF KN AGS CT OCIF CT OCF KN
A-VALILIF
APPLIED R -VALUE APPLIED -WIN. —INSTALLED
INSTALLED THICKNESS WEIGHT PER R -VALUE APPLIED
INSTALLED THICKNESS D TH N S
SQUARE FOOT INSTALLED THICKNESS
KNEE WALLS IF
MATE:;14L R -VALUE IS OTHER THAN WALLS ABOVE
7ORM 1 R-VA_UE MANUFACTLIF—E—F;
FIBERGLASS BATTS CT OCF KN
MATER14L AIR INFILTRATION SEALANT
FOAM MANUFACTURER HILTI HANDY FOAM
THIS I ; TO CERTIFY THAT INSULATION ANDIOR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES,
MATERIAL STANDARDS AND REGULATIONS
C.s
TI DATE
5IGNATURE - GENERAL CCNTRACTOR TITLE DATE
:I=_mAAKS I
WHITE - Suildei Copy, GREEN - Buildef Copy. YELLOW - Cuslomer Copy, PINK - Attic Copy, GOLD - File Copy
0
NOTES
RESIDENTIAL
PERMIT NO. 031-030-059 04-16�T'�
IRVIN, BOB
THOMPSON FLAT Rli, OROVILLE
Cont: ECONOMY BUILDERS
NSF,GARAGE, COV DECK
SPECIAL CONDITIONS
CHECKED
BY
�SRA
_k�_
F OOD CERTIFICATE REQ.
FIRE SPRINKLERS REQ.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
OFFICE COPY
Addres -7�1
GAS Ale
w""We"
meter ate�
ELECTCIC
�tDate
Meter By
JOB FINALED (Date)
Signature
4 = OK
o =.Not0K
NotApplicable
Not Ready
1 .
MOBILE HOMES
Date
MOBILE HOME UTILITIES (Plans) OK except #'s
3.
1.
Zoning Requirements -Setbacks -Easements
Wood Awn.; Posts- Beams-Rftrs-Connectors
Shthg-Frg-Bracing
2.
Soils; Special MH Support Sketch
6.
3.
Sewer; Location -Test- Fall -C/0-Concrete
Electric
4.
Water; Location -Test- Easement Needed (Sketch)
9.
5.
Electricity; Location-Clearances-Grnd-/ /Amp -Concrete
Roof; Shthg-Roofing
6.
Gas; Location -Test -Wrap;-/ P' L 'ft.
/ P Nat. or / P' L "ft./ PLPG
12.
7.
Well Clearance & Disconnect
8.
Utility Clearance
7.
Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8.
Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes- Enclosures- Panel boards- Ins. to Main Conduit
Date
9.
Card B-1 Date Card B-1
Date
10.
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except #'s
Light Niche
1
. Zoning Requ ieements-Setbacks- Easements
Enclosure; Fencing -Alarms
2.
Footings; Size -Spacing -Marriage Line
3.
Gas; MH Test- Demand -Valve -Connector
Card B-1 Date Card B-1
4.
Electricity; MH Test -Crossovers -Breakers -Clearances
Card B-1 Date Card B-1
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
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1
. Zoning Requ i rements-Setbacks- Easements
2.
Footings; Size -Spacing- Marriage Line
3.
Blocking
4.
Gas; MH Test- Demand -Valve
5.
Electricity; MH Test
6.
Water; MH Test
7.
Water and Sewer Connected
8.
Gas and Electricity Tagged.
9.
Exits
10.
License Decals
11.
Verify #'s with Office
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-SteeI
3.
Decks, Girders and/or Joists- Decki ng- Bracing -Stai rs- Rai Is
4.
Wood Awn.; Posts- Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5.
Alum. Awn.; Colu mns-Connections-SpI ice -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
POOLS (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- Panel boards- Ins. to Main Conduit
9.
Health Department Approval
10.
Plumb.; Cir. Test -Water Supply Test
11.
Light Niche
12.
Enclosure; Fencing -Alarms
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
4 = OK
0 = Not OK
- = NotApplicable
. = Not Ready
RESIDENTIAL (Single & Duplex),
Date UNDERFLOOR (Plans) OK exceot #s
-loofTpl, Main; Soils-Elec. Grnd.-/ /" Ftg. Depth
&effg., Garage; Soils-Steel-Elec. Gmd.-Y-2,-)1'Ftg. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ ' /" Ftg. Depth
A-'�Rremwalls, Main; Steel -B lockouts -Wrapped
6. Stemwalls, Garaqe; Steel- Bloc kouts-Wrapped
Mlqj)owns and Speci��
Steel -Wrapped
,6Fj0-jPe-D.W.V; Fall -Fitting -Test -2 Way C/0 -Sewer Test
10. 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
1 L
Card B-1 Date Card B-1
Date
Card P-1 Date Card B-1
Date PLUNOIN�V(P6irmit) OK except #'s
Vent -Access -Combustion Air Baffle
11§!!!�Ker
Pipe; Test & Anchor -Nail Protection
lae"'D.W.V.;
Test Fittings & Anchor -Nail Protection
20.
ShowqyPan; Test, First Floor -Tub Access
21.
T & Shower, Second Floor -Tub Access
2fo.0`6as
,fzrTub
Pipe; Sixe & Anchors
23.
Fire Sr)rinkler: Test
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date ELECT#(I�Al_ (Permit) OK exceDt #'S
& Switches at Doors
2be',5ji:f-_Boxes & No. of Conductors Stapled
orngp.xHin talled Close to Edge of Studs & C.J. 'A
round made up w/Mech Fasteners-BeKd Gas &Water
� �.Ppliance Circuits in Kitchen & Conductor Size
,�,,GFI
39,"Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size// 44/gabib& Al
31. Range Circle/ /ga Cu or Al -Oven Circ. / /ga Cu or Al
Insulated Neutral Q Yes 0 No
32. Servjjce-Riser Conductors & Ground Main Disconnect
33. Clearances Panels-Motors-Mech. Equip.
3#',.��es Closet Light -Shower Light -Spa Light
3T'Smoke Detector
Date A 1 4 Card B-1 Date Card B-1
Date 'J Card B-1 _Z Date Card B-1
Date MECHANJ"L (Permit) OK except #s
36_,j5,0Ccts insulation & Support
37 ent Fan, Exhaust above insulation
rO �.ondensate Drain & Overflow, Size & Grade
�9. F�pece-Vent Access -Comb. Ait-Return Air Vent 115 Outlet
40oo<ttic Access & Platform if Furnace in Attic
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date FRAMI (Permit) OK except #'s
ills Pro Per Materials & Anchors
���Studs-Nailing
Spacing & Braces -Plates -Sound
49-:0earin,ckWals'-over
Girders & Floor Nailing
44
Dr St9p'in Walls (rat proof)
4�i5Xops,
Furred Ceilings -Stairs -Chasers -Tubs
46,Aleaders
& Beams -size & Bearing
1- - I
Date
FRANWGJ0b'ntinued)
4_
ge_r%-P-ost Caps -Anchors -Connectors
Jpist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rtng.
4eF
ace Ties or Type A Flue -Fireplace Throat Clearance
j;epT
�6-��ccess;
Size & Romex Protection- Draft Stop -Ins. Baffles
54-19firm
Windows or Exiting Doors -Sill Ht. & Dimensions
r22�Garage Fire Protection Framing -RC Channel
'5�3.
Propert_yUne Firewall & Openings
54,
_.F �brs-One T -Check Garage 3rd Story, 2 Exits
55--TtgW,
Width- Headroom- R ise-Ru n- Land i ng- Fire Protection
5&.--I�Iywood
on Roof Overhang -Attic Vents -Rafter Outriggers
57.
Siding;Nailing Veneer
58.
��cco Mesh_ Drip Screed -Fd. Vents-UnderfIr. Access
�
�.zing Area -Glass Protection -Skylights -Plastic
Se'
Shear Walls; Nailiqg- Bolts
61.
Wen Interior/Exterior Wall Panels
MDat,Q,,;�-_�
jf;.2�
Insulation -Walls -Ceilings
63.
Infiltration4VA-adows
U-/,,
'
41 pate Card B-1
Card B-1 62�_?
Date f,6��
Card B-1 Date Card B-1
FINAL (Plans) OK except #'s
64.
Ext. Steps -Door & Sidelight Protection- Landings
65.
Smoke Detector
66.
Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor- Ducts- Mech. Protection
67.
Bedroom Exiting
68.
G.Fl. & Bath Fixtures & Tub Access -Spa
69.
Elec. Trim & Subpanel, Breaker Sizes & Labels
70.
Stairs & Rails
71.
Fireplace or Stove, Clearance-He�kh
72.
Elec. Outlets at Wood Panel, Int. & Ext.
73.
Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance
74.
Elec. Outlets & Receptacles at Kit. Counter
75. Garage Fire Door; Swing- Land i ng-Closu re
76.
A.C. Duct in Garage -Damper
77.
Wtr. Htr.; Vents -Clearance -Comb. Air Connector- P. R.V.
in Garage; Above Floor-Mech. Protection
78.
Plb.; Elec. & Mech. Equip. Listed for Location
79.
Elec. Receptacles in Garage (F.Fl.)-Romex Protection
80.
Insulation -Foam- Looked in Attic
81.
Guard Rails & Deck Construction- Post Caps
82.
Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth
Clearance Looked under Floor Q Yes
83.
Following Inst1d./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes Q No
84.
Stucco Brown -Finish
85.
A.C. Unit Disconnect, Electrical- Plumbing
86.
Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings
87.
Water Well, Disconnect, Electrical, Plumbing
88.
Exterior Elec. Trim, G.F.I. Receptacle- U ndergrou nd
89.
Ventilation Throughout House
90.
Glass Protection
91.
Corrections from Previous Inspections
I
-93.
. Gas Test -Meters Tagged, Gas -Electric
Water & Sewer Connected -C/O to Grade -HD Approval
94.
Energy Compliance Certificate -Other Certificates
95.
Address Posted
496.
Fire Sprinkler
I /
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:
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #: (530) 538-7541 FAM (530)538-2140
WEBSITE: www.buttecounty.net1dds
PERMIT NO.
BPO42725
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: 09/27/2004 APN: 031-030-069-000
the Business and Professions Code, and my license is in full force and
effect.
License Class: A- License Number�
Site Address: 274 THOMPSON FLAT RD ORO
01
Date: Of Contractor: —o*JC
Map Index:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the
Description: FIRE SPRINKLERS
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: ROBERT IRVIN
to its issuance, also requires the applicant for such permit to file a
11 SKYLINE BLVD
signed statement that he or she is licensed pursuant to the provisions of
the Contractors State License Law (Chapter 9 commencing with Section
OROVILLE CA
7000) of Division 3 of the Business and Professions Code) or that he or
95966
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
applicant to a civil penalty of not more than five hundred dollars ($500).):
1, 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
Applicant: ROBERT IRVIN
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.).
1, as owner of the property, am exclusively contracting with
licensed 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:. FOX COMPANY
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
3995 OLIVE HM
I am Exempt under Article 3 of the Business and.Professions Code
OROVILLE, CA 95966
530-533-2730
Date: Owner:
License #: 305365
WORIKERS'COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
13 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
Architect:
is issued.
I have and will maintain workers' compensation insurance, as
Engineer:
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
insurance carder and policy number are:
Carrier:—
Total Square Ft: 0 S.F-
Policy #: AM UAI 23
Valuation: $0.00
U I certify that in the performance of the work for which this permit is
Census Code:
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 of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date: 91110(0�
I/
Applicant: AA;=Z� Ar"s
WARNING: Failure to �2 rs' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), 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 permit is. hereby issued under the applicable provisions of the Butte County Codp and/or
I hereby affirm that there is a construction lending agency for the
Resolutions do work indicated above, for which fees have been paid.
performance of the work for which this permit is issued (Sec 3097 Civ.)
. 0*
Name:
By: Date: :1
Address:
PER "ITPIRES ON: C? - :t 1. !Z� -S
(Datd)
U I 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.
0 Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project.
C3 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 duly authorized agent of the owner. I agree to comply with
all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of a official form or document of Butte County. I hereby
authorize representatives of Butte County to enter upon thZeove mentioned property for inspection purposes.
�Kz
#,e
'g.*- 1. 1 AL.� P �# 6 - e" ---�
Print Name: Ax Signature—
Date:
;et�/
EI Owner Contractor U Agent for Owner 13 Agent for Contractor
'i '�;
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834
OFFICE #: (530) 538-7541
A FEE WILL BE REQUIRED A T TIME OF APPLICA TION
CONTRACTOR
OWNER
Nam
city
Address
. �'V'42
Address
city
S&e J Zikfft, 6
"00 - 60. 2 7
Fax
E-mail
Pq4e,
CZ -Al -A-1 5-53 2 7
CONTRACTOR
ARCHITECTIENGINEER
Name /'�;x
city
Address
Address
city
Fax
City Z�� '0 V/zzC_
'e
Stab
4
Phone
Pq4e,
CZ -Al -A-1 5-53 2 7
F
_�60
-!!D Ar -
-49'4�
E-mail
Lic.
1.
Class
IC -16
APPLICANT NAME
ARCHITECTIENGINEER
Name
city
Address
zip�
city
Fax
E-mail
Zip
Phone
Map Book.
Fax
E-mail
Planner
State License Number
APPLICANT NAME
Name
Address
city
State
zip�
Phone
Fax
E-mail
I VIP T—WE11h I r
For office use only:
Zoning
Received Amount:
Flood Zone
SRA
yes
I N,
Occ.
I Type Const.
Subdivision Name
Map Book.
I Page
Lot #
Planner
I Date Approved:
OVER FOR SUBMITTAL REQUIREMENTS
KAFORMS\BUILDING F0RMS\B1daA0D1SubRamts.doc
PERAIIT
NO.
M
BIN #
LOCATION
AP#
Property Address
-1-74-
Cross Strget
WORKER'S COMPENSATION
Policy Number
27Z U,0V Z3
Carfier
If hiring anyone other than license contractors, a certificate of worle qs
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
Description or Scope of Work:
z*pls
Sq. Footage
*
El. Structure Built Wthout Permits
0 Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a perrr�t 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
Lrefundable.
Paoe I of 2
PP:k/ A '�O_nA
Received Amount:
Bldg
SRA
Receipt#: 0;573 (;,o
Sheriff
SMIP
—OLher
Date: qllflo
L_ y I o 9. 2L
Total
Paoe I of 2
PP:k/ A '�O_nA
FOX Company
39-95 Olive ffighway, or6vMe CA
95966 - 916-533-2730 / 916-533-1825 PA',
Lic. #305365 C-10, C-46, C-20, C-36, C-43'
Residential Fire Sprinkler
wi.thPdmp & Holding Tank
(�-A, IL U IL �A -r I C)o DJ S
S IP 1P, I W 1< Y- IF- P-' 11 IF -,A n S
IP R- 1 311-1 C3, 1L. C> �A ID IF- ID c� 1�1 IF- c� K NT 2k L, Nr IE
4- W�Ar IE Fl- -r IE S 'r C3, U �A C3 IF -
IP C> IL IE IF T- (DW S w I Ir C�1-1
�A 1- �A F-' M '113 1E; 1- 111-
7 P- IE M IF -,A ID C�,A 1B I NT I Er
:B C> (D Sr 1E; P�' IP U M IP
1P I:;-- IF- S S u P- JF- S w I �r c� m COM
10- 'rA T -J K IF I )L, 111- iC (D 1'-j -r P, (D 1_ C-�6 �CAIL'IFORNIA
LICENSE N
305
(D I- :D I DJ C3, -r A 1,,T K
T1 N
.RESIDENTIAL. FIRE'SPRINKLER
SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 30536",
PER REQUIREMENTS OF NFPA 13D, 2002 EDITION
ECONOMY BUILDERS IRVIN HOME
P.O.Box 150 AP031--l-030-OS9
OROVILLE CA. 9S96S THOMPSON FLAT RD.
CALCULATED FOR I HEADS 9/15/04
WATER SOURCE IS WELL & HO[ -DING TANK
WATER PRESSURE IN HOLD-ING TANK
DEDUCT PRESSURE LOSS FROM SOURCE
TO SPRINKLER CONTROL VALVE
MAIN SECTION EQUIV.FT.
I ---- 1 /2
PIPE
40
0
GATE VALVE
0
1,
CHECK VALVE
6
2
EL.BOWS
is
2
COUPLINGS
2
0
TEES (RUN)
0
0
TEES (BRANCH)
0
TOTALS
66
FT.
FT.
FT.
FT.
FT.
FT.
FT.
FT. X .0049
DEDUCT HEAD LOSS FOR EL..EVATION
1.2 FT. X 0.434
DEDUCT PRESSURE LOSS FOR PIPING FROM
CONTROL VALVE TO FARTHEST SPRINKLER
PIPE SECTION ONE EQUIV.FT.
I'' PIPE�- 120 FT.
1.1 EL.BOWS 28 FT -
0 COUPLINGS 0 FT.
7 TEES (RUN) 7 FT.
3 TEES (BRANCH) 15 FT.
TOTALS 170 'FT. X
.0296
- 0.32
- 5.21
- 5.03
45
44.68
39.4-7
34.4.4
BRAND OF HEADS TYCO L.F--II G.P.M. - P.S.I. CONVERSION FORMUL("
K FACTOR OF HEADS USED z: 4.9 (G.P.M./ K FACTOR)2 P.S.I.
EQUIVAL.ENT FEET CALCULATED @ I HEAD
1. HEAD -... 13 G.P.M. FLOW 13 G.P.M. EA.)
FRICTION [-.OSS 'C' FACTOR IE50
MINIMUM PRESSURE REQUIRED 7.04 P�S.I.
PRESSURE AVAILABL.E IN SYSTEM 34.44 P.S.I.
RESIDENTIAL FIRE SPRINKLER
SYSTEM DESIGN BY FOX COMPANY C-16 LIC, # 30536)5
PER REQUIREMENTS OF NFPA 13D, 2002 EDITION
ECONOMY BUILDERS IRVIN HOME
P.O.Box 150 AP031--030-OS9
OROVILLE CA. 9S965 THOMPSON FLAT RD.
CALCULAT ED FOR 2 HEADS 9/IS/04.
WATER SOURCE IS WELL & HOLDING TANK
WATER PRESSURE IN'HOLDING TANK
DEDUCT PRESSURE LOSS FROM SOURCE'
TO SPRINKLER CONTROL VALVE
MAIN SECTION EQUIV.FT.
1-1/2''
PIPE
40
0
GATE VALVE
0
1
CHECK VALVE
6
.2
ELBOWS
is
2
COUPLINGS
2
0
TEES (RUN)
0
0
TEES (BRANCH)
0
7 TEES (RUN) 7 FT.
TOTALS
66
FT.
FT.
FT.
FT.
FT.
FT.
FT.
FT. X .0178
DEDUCT HEAD LOSS FOR ELEVATION
- 1. 17
4.5
43.83
12 FT. X 0.4-34.
5.21
38.62
DEDUCT PRESSURE LOSS FOR PIPING FROM
CONTROL VALVE TO FARTHEST SPRINKLER
PIPE SECTION ONE EQUIV.FT.
------- ----------
I'' P I P E-- 120 FT.
1.1 ELBOWS 23 FT.
0 COUPLINGS 0 FT.
7 TEES (RUN) 7 FT.
3 TEES (BRANCH) 1S FT�
TOTALS 170 FT. X
.1067 -18.14
20.43
BRAND OF HEADS = TYCO LF --II
G.P.M� - P.S.I.
CONVERSION FORMUL(
K FACTOR OF HEADS USED = 4.9
(G.P.M./
K FACTOR)2 = P.S�I.
EQUIVALENT FEET CALCULATED @ 2 HEAD
2 HEAD 7 26 G.P.M. FLOW 13 G.P.M.
EA.)
FRICTION LOSS 'C' FACTOR 150
MINIMUM PRESSURE REQUIRED
7.04.
P.S.I.
PRESSURE AVAILABLE !N
SYSTEM 20.48
P�S.I.
tqC0 . Fire & Building
liproducts
Direct Sales (Central): Tel: (800) 523-6512 / Fax:'(215) 362-5385
Distribution Sales (Gem./Star): Tel: (800) 558-5236 / Fax: (800) 877-1295
Technical Services: Tel; (800) 381-9312 / Fax: (800) 791-5500
Series LFII Residential
Pendent Sprinklers
4.9 K -factor
General
Description
The Series LFII (TY2234) Residential
Pendent Sprinklers are decorative,
fast response, frangible bulb sprinklers
designed for * use in residential occu-
pancies such as homes, apartments,
dormitories, and hotels. When aesthet-
ics and optimized flow characteristics
are the major consideration, the Series
LFII (TY2234) should be the first
choice.
The Series LFII are to be used in wet
pipe residential sprinkler systems for
one- and two-family dwellings and mo-
bile homes per NFPA 13D; wet pipe
residential sprinkler systems for resi-
dential occupancies up to and includ-
ing four stories in height per NFPA
13R; or, wet pipe sprinkler systems for
the residential portions of any occu-
pancy per NFPA 13.
The Series LFII (TY2234) has a 4.9
(70,6) K -factor that provides the re-
quired residential flow rates at reduced
pressures, enabling smaller pipe sizes
and water supply requirements.
The recessed version of the Series
LFII (TY2234) is intended for use in
areas with finished ceilings. It employs
a two-piece Style. 20 Recessed Es-
cutcheon. The Recessed Escutcheon
provides 1/4 inch (6,4 mm) of recessed
adjustment or up to 1/2 inch (12,7 mm)
of total adjustment from the flush ceil-
ing position. The adjustment provided
by the Recessed Escutcheon reduces
the accuracy to which the pipe nipples
to the sprinklers must be cut.
The Series LFII (TY2234) has been
designed with heat sensitivity and
water distribution characteristics
proven to help in the control of residen-
tial fires and to improve the chance for
occupants to escape or be evacuated.
WARNINGS
The Series LF11 (TY2234) Residential
Pendent Sprinklers described herein
must be installed and maintained in
compliance with this document, as
well as with the applicable standards
of the National Fire Protection Asso-
ciation, in addition to the standards of
any other authorities having jurisdic-
tion. Failure to do so may impair the
integrity of these devices.
The owner is responsible for maintain -
i . ng their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
relative to any questions.
SprinklerlModel
Identification
Number
SIN TY2234
Technical
Data
Approvals:
UL and C -UL Listed.
Maximum Working Pressure:
175 psi (12,1 bar)
Discharge Coefficient:
K -_ 4.9 GpM/pSil,2 (70,6 LPM/barl/2)
Temperature Rating:
155*F/68'C or 175'F/790C
Finishes:
White Polyester Coated,
Chrbme Plated, or Natural Brass
Physical Characteristics:
Frame . . . . . . . . . . . . . Brass
Button . . . . . . . . . . . . . Bronze
Sealing Assembly . . . . . . . . . . .
. . . . . . Beryllium Nickel wfTeflont
Bulb . . . . . . . :. . 3 mm'dia.* Glass
Compression Screw . . . . . Bronze
R.A.
'00
Deflector . . . . . . . . . . . Bronze
Ejection Spring . . . Stainless Steel
tDuPont Registered Trademark
Operation
The glass Bulb contains a fluid that
expands when exposed to heat. When
the rated temperature is reached, the
fluid expand ' s sufficiently to shatter the
glass Bulb allowing the sprinkler to
activate and flow water.
Page I of 4 JULY, 2002 TFP400
Page 2 of 4
(a) For coverage area dimensions less than or between those indicated, it is
necessary to use the minimum required flow for the next highest coverage area
for which hydraulic design criteria are stated.
(b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The
associated residual pressures are calculated using the nominal K -factor. Refer to
Hydraulic Design Criteria Section for details.
TABLE A
NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA
I FOR THE SERIES LF/I (TY2234) RESIDENTIAL
PENDENT AND RECESSED PENDENT SPRINKLERS
Design
Criteria
The Series LFII (TY2234) Residential
Pendent Sprinklers are UL and C-LIL
Listed for installation in accordance
with the following criteria.
NOTE
When conditions exist that are outside
the scope of the provided criteria, refer
to the Residential Sprinkler Design
Guide TFP490 for the manufacturer's
recommendations that may be accept-
able to the local Authority having Juris-
diction.
System Type. Only wet pipe systems
may be utilized.
Hydraulic Design. The minimum re-
quired sprinkler flow rate for systems
designed to NFPA 13D or NFPA 13R
are given in Table A as a function of
temperature rating and the maximum
allowable coverage areas. -The sprin-
kler flow rate is the minimum required
discharge from each of the total
number of "design sprinklers" as speci-
fied in NFPA 13D or NFPA 13R.
For systems designed to NFPA 13, the
number of design sprinklers is to be
the the four most, hydraulically de-
manding sprinklers. The minimum re-
quired discharge from each of the four
sprinklers is to be the greater of the
following:
• The flow rates given in Table A for
NFPA 13D and 13R as a function of
temperature rating and the maxi-
mum allowable coverage area.
• A minimum discharge'of 0. 1 gpm/sq.
ft. over the "design area" comprised
of the four most hydraulically de-
manding sprinklers for the actual
coverage areas being protected by
the four sprinklers.
Obstruction To Water Distribution.
Locations of sprinklers are to be n
accordance with the obstruction rules
of NFPA 13 for residential sprinklers.
Operational Sensitivity. The sprin-
klers are to be installed with a deflector
to ceiling distance of 1-3/8 to 4 inches
or in the recessed position using only
the Style 20 Recessed Escutcheon as
shown in Figure 2.
NOTE
So as to help avoid obstructions to
water distribution, a maximum 12 inch
deflec tor- to -ceiling distance is permit-
ted for NFPA 13D and NFPA 13R ap-
plications where the sprinklers are lo-
cated in closets.
Sprinkler Spacing. The minimum
spacing between sprinklers is 8 feet
TFP400
(2,4 m). The maximum spacing be-
tween sprinklers cannot exceed the
lengthof the coverage'area (Ref. Table
A) being hydraulically calculated (e.g.,
maximum 12 feet for a'12 ft. x 12 ft.
Coverage area, or 20 feet for a 20 ft. x
..20 ft. coverage area).
Installation
The Series LFII (TY2234) must be in-
stalled in accordance with the follow-
ing instructions:
NOTES
Do not install any bulb type sprinkler if
the bulb is cracked or there is a loss of
liquid from the bulb. With the sprinkler
held horizontally, a'small air bubble
should be present. The diameter of the
air bubble is approximately 1116 inch
(1, 6 mm). -
A leak tight 112 inch NPT sprinklerjoint
should be obtained with a torque of 7
to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi-
mum of 21 ft.lbs. (28,5 Nm) of torque
is to be.used to install sprinklers.
Higher levels of torque may distort the
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
-Do not attempt to compensate for in-
sufficient adjustment in an Escutcheon
Plate by under- or over -tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
..The.Series LFII Pendent, Eiprinklers;
must be installed in accordance with
the following instructions.
Step 1. Pendent sprinklers are to be
installed in the pendent position with
the deflector parallel to the ceiling.
Step 2. With pipe thread sealant ap-
plie� to the pipe threads, hand tighten
the sprinkler into the sprinkler fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
6 Sprinkler Wrench (Ref. Figure 3).
With reference to Figure 1, the W -Type
6 Sprinkler Wrench is to be applied to
the wrench flats.
The Series LFII Recessed Pendent
Sprinklers must be installed in ac-
cordance with the following instruc-
tions.
Step A. Recessed pendent sprinklers
are to be installed in the pendent posi-
tion with the 'deflector parallel to the
ceiling.
Step B. After installing the Style 20
Mounting Plate over the sprinkler
threads and with pipe thread sealant
applied to the pipe threads, hand
tighten the sprinkler into the sprinkler
fitting.
Step C. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
Minimum Flow (b) and
Minimum Flow (b) and
Maximum
Maximum
Residual Pressure
Residual Pressure
Coverage
Spacing
For Horizontal Ceiling
For Sloped Ceiling
Area (a)
Ft.
(Max. 2 Inch Rise
(Max. 8 Inch Rise
Ft x Ft.
for 12 Inch Run)
for 12 Inch Run)
(M X m)
155*F/68*C or 175*F[79'C
155*F/68*C
12 x 12
12
13 GPM (49,2 LPM)
13 GPM (49,2 LPM)
(3,7 x 3,7)
(3,7)
7.0 psi (0,48 bar)
7.0 psi (0,48 bar)
14 x 14
14
13 GPM (49,2 LPM)
113 GPM (49,2 LPM)
(4,3 x 4,3)
(4.3)
7.0 psi (0,48 bar)
7.0 psi (0,48 bar)
16 x 16
16
13 GPM (49,2 LPM)
13 GPM (49,2 LPM)
(4,9 x 4,9)
(4,9)
7.0 psi (0,48 bar)
7.0 psi (0,48 bar)
18 x 18
18
17 GPM (64,3 LPM)
21 GPM (79,5 LPM)
(5,5 x 5,5)
(5,5)
12.0 psi (0,83 bar)
18.4 psi (1,27 bar)
20 x 20
20
20 GPM (75,7 LPM)
21 GPM (79,5 LPM)
(6,1 x 6, 1)
(6,1)
16.7 psi (1, 15 bar)
18.4 psi (1,27 bar) _J
(a) For coverage area dimensions less than or between those indicated, it is
necessary to use the minimum required flow for the next highest coverage area
for which hydraulic design criteria are stated.
(b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The
associated residual pressures are calculated using the nominal K -factor. Refer to
Hydraulic Design Criteria Section for details.
TABLE A
NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA
I FOR THE SERIES LF/I (TY2234) RESIDENTIAL
PENDENT AND RECESSED PENDENT SPRINKLERS
Design
Criteria
The Series LFII (TY2234) Residential
Pendent Sprinklers are UL and C-LIL
Listed for installation in accordance
with the following criteria.
NOTE
When conditions exist that are outside
the scope of the provided criteria, refer
to the Residential Sprinkler Design
Guide TFP490 for the manufacturer's
recommendations that may be accept-
able to the local Authority having Juris-
diction.
System Type. Only wet pipe systems
may be utilized.
Hydraulic Design. The minimum re-
quired sprinkler flow rate for systems
designed to NFPA 13D or NFPA 13R
are given in Table A as a function of
temperature rating and the maximum
allowable coverage areas. -The sprin-
kler flow rate is the minimum required
discharge from each of the total
number of "design sprinklers" as speci-
fied in NFPA 13D or NFPA 13R.
For systems designed to NFPA 13, the
number of design sprinklers is to be
the the four most, hydraulically de-
manding sprinklers. The minimum re-
quired discharge from each of the four
sprinklers is to be the greater of the
following:
• The flow rates given in Table A for
NFPA 13D and 13R as a function of
temperature rating and the maxi-
mum allowable coverage area.
• A minimum discharge'of 0. 1 gpm/sq.
ft. over the "design area" comprised
of the four most hydraulically de-
manding sprinklers for the actual
coverage areas being protected by
the four sprinklers.
Obstruction To Water Distribution.
Locations of sprinklers are to be n
accordance with the obstruction rules
of NFPA 13 for residential sprinklers.
Operational Sensitivity. The sprin-
klers are to be installed with a deflector
to ceiling distance of 1-3/8 to 4 inches
or in the recessed position using only
the Style 20 Recessed Escutcheon as
shown in Figure 2.
NOTE
So as to help avoid obstructions to
water distribution, a maximum 12 inch
deflec tor- to -ceiling distance is permit-
ted for NFPA 13D and NFPA 13R ap-
plications where the sprinklers are lo-
cated in closets.
Sprinkler Spacing. The minimum
spacing between sprinklers is 8 feet
TFP400
(2,4 m). The maximum spacing be-
tween sprinklers cannot exceed the
lengthof the coverage'area (Ref. Table
A) being hydraulically calculated (e.g.,
maximum 12 feet for a'12 ft. x 12 ft.
Coverage area, or 20 feet for a 20 ft. x
..20 ft. coverage area).
Installation
The Series LFII (TY2234) must be in-
stalled in accordance with the follow-
ing instructions:
NOTES
Do not install any bulb type sprinkler if
the bulb is cracked or there is a loss of
liquid from the bulb. With the sprinkler
held horizontally, a'small air bubble
should be present. The diameter of the
air bubble is approximately 1116 inch
(1, 6 mm). -
A leak tight 112 inch NPT sprinklerjoint
should be obtained with a torque of 7
to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi-
mum of 21 ft.lbs. (28,5 Nm) of torque
is to be.used to install sprinklers.
Higher levels of torque may distort the
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
-Do not attempt to compensate for in-
sufficient adjustment in an Escutcheon
Plate by under- or over -tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
..The.Series LFII Pendent, Eiprinklers;
must be installed in accordance with
the following instructions.
Step 1. Pendent sprinklers are to be
installed in the pendent position with
the deflector parallel to the ceiling.
Step 2. With pipe thread sealant ap-
plie� to the pipe threads, hand tighten
the sprinkler into the sprinkler fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
6 Sprinkler Wrench (Ref. Figure 3).
With reference to Figure 1, the W -Type
6 Sprinkler Wrench is to be applied to
the wrench flats.
The Series LFII Recessed Pendent
Sprinklers must be installed in ac-
cordance with the following instruc-
tions.
Step A. Recessed pendent sprinklers
are to be installed in the pendent posi-
tion with the 'deflector parallel to the
ceiling.
Step B. After installing the Style 20
Mounting Plate over the sprinkler
threads and with pipe thread sealant
applied to the pipe threads, hand
tighten the sprinkler into the sprinkler
fitting.
Step C. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
TFP400
Components
1 - Frame
2 - Button
.3- Sealing Assembly
4- Bulb
5 - Compression
Screw '
6- Defl4ctor
7 - Ejection Spring
Temperature
rating is
indicated on
Deflector.
Page 3 of 4
7/16" (11,1 mm) 1/2' ESCUTCHEON
NOMINAL NPT - PLATE SEATING _ 2-7/8' DIA.
MAKE -IN SURFACE (73,0 mm)
I I
2 2-1/4"
3 (57,2 mm).
7
4
(41,3 mm) WRENCH STYLE 20
V
5 L TS RECESSED
FLATS ESCUTCHEON
6*
CROSS SECTION PENDENT RECESSED PENDENT
FIGURE 1
SERIES LFII (TY2234) RESIDENTIAL
PENDENT AND RECESSED PENDENT SPRINKLERS
2-7/8"DIA.
7/1&0/8' (73,0 mm) 112* (12,7 mm)
(11, 1 ±3,2 mm) 2-1/4'DIA. 1/4"(6,4 mm)
FACE OF (57,2 mm)
SPRINKLER MOUNTING
FITTING PLATE
MOUNTING
SURFACE 1;8"
(3, 2 mm)
CLOSURE TY2234 1-3/8"(34,9 mm)
1-1/8'(28,6 mm)
FIGURE 2
STYLE 20 RECESSED ESCUTCHEON
FOR USE WITH THE SERIES LFII (rY2234)
RESIDENTIAL PENDENT SPRINKLER
WRENCH RECESS
A' USED
(END
F 0
OR TY2234)
FIGURE 3
W -TYPE 6
SPRINKLER WRENCH
WRENCH
RECESS
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA -
FIGURE 4
W -TYPE 7 RECESSED
SPRINKLER WRENCH
Page 4 of 4
7 Recessed Sprinkler Wrench (Ref.
Figure 4). With reference to Figure 1,
the W -Type 7 Recessed Sprinkler
Wrench is to be applied to the sprinkler
wrench flats.
Step D. After the ceiling has been in-
stalled or the finish coat has been ap-
plied, slide on the Style 20 Closure
over the Series LFII Sprinkler and
push the Closure over the Moun ting
Plate until its flange comes in contact
with the ceiling.
Care and
Maintenance
The Series LFII (TY2234) must be -
maintained and serviced in accord-
ance with the following instructions:
NOTES
Absence of an Escutcheon Plate may
delay the sprinkler operation in a fire
situation.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system
which it controls, permission to shut
down the affected fire protection sys-
tem must be obtained from the proper
authorities and all personnel who may
be affected by this action must be no-
tified.
Sprinklers which are found to be leak-
ing or exhibiting visible signs of corro-
sion must be replaced.
Automatic sprinklers must never be
shipped or stored where the tempera-
ture will exceed 100'F/38*C and they
must never be painted, plated, coated,
or otherwise altered after leaving the
factory. Modified sprinklers must be re-
placed. Sprinklers that have been ex-
posed to corrosive products of com-
bustion, but have not operated, should
be replaced if they cannot be com-
pletely cleaned by wiping the sprinkler
with a cloth or by brushing it with a soft
bristle brush. -
Care must be exercised to avoid dam-
age to the sprinklers,- before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed. Also, replace any sprinkler that
has a cracked bulb or that has lost
liquid from its bulb. (Ref. Installation
Section).
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative to
any questions.
NOTE
The owner must assure that the sprin-
klers are not used for hanging of any
objects and that the sprinklers are only
cleaned by means of gently dusting
with a feather duster; otherwise, non-
operation in the event of a fire or inad-
vertent operation may result.
It is recommended that automatic
sprinkler systems be -inspected,
tested, and maintained by a qualified
Inspection Service. .
Limited
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products.or for products and
components which have been subject
to misuse,.improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER AN Y OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BU� NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
TFP400
EQUAL TO THE SALES PRICE.
Ordering
Procedure
When placing an order, indicate the full
product name. Contact your local dis-
tributor for availability..
Sprinkler Assembly:
Series LFII (TY2234), K=4.9, Residen-
tial Pendent Sprinkler with (specify)
temperature rating and (specify) finish,
P/N (specify).
155'F/68*C or
Chrome Plated ......... P/N 51-201.9-155
155 -F/68 -C
White Polyester ......... P/N 51-201-4-155
155'F/68*C
Natural Brass ........... P/N 51-201-1-155
175*Fng*c or
Chrome Plated ......... P/N 51-201.9-175
175*F[79*C
While Polyester .......... P/N 51-201-4-17�5z.,
175*Ff79*C
. Natural Brass ............ P/N 51-2014-11.7.5.
Recessed Escutcheon:
Specify: Style 20 Recessed ESCUtCh-
eon with (specify) finish, P/N (specify).
1/2' It 5 mm)
Style 20
Chrome Plated ......... P/N 56-705.9-010
1/2' (15 mm)
Style 20
White Color
Coated ................ P/N 56-705-4-010
1/2' (15 mm)
Style 20
Bright Brass
Coated ................ P/N 56-705.2-010
Sprinkler Wrench:
Specify: W -Type 6 Sprinkler Wrench,
P/N 56-000-6-387.
Specify: W -Type 7 Sprinkler,Wrench,
P/N 56-850-4-001.
TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446
'Grinnell
W
i.jl
N
Z
0
Bronze Spring Loaded Check Valve %"-2"
Figure No. 3600w/Teflon Disc.
Figure No. 3600SJw/Teflon Disc
Figure No. 3615 w/Buna-N Disc
Figure No. 3615SJw/Buna-N Disc
125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI
250 PSI Non -Shock Cold Water, 011, or Gas Fluid Pressure, Non -Shock W.O.G.
9 r,
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.
.77 7�-
M
Q)
Figure No. 3600SJ
Figure No. 3615SJ
Copper to Copper
Wilghii
Dlhhe" 66i6hs* —
Dimensions Anpro
om nal
Size
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
Buria-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
Q)
Figure No. 3600SJ
Figure No. 3615SJ
Copper to Copper
Wilghii
Dlhhe" 66i6hs* —
Dimensions Anpro
om nal
Size
X.
Net wt.
Fig. 3600
Approx. -
Net Wt.
Fig. 3600SJ
A
B
C
3/8
2
13/8
17/16
.4
.4
'/2
21/16
13/8
13/16
.4
.4
3/4
21/4
15/8
15/16 1
.5
.5
21/a
2
11/'
.8
.9
215/16
21/a
111/16
1.2
1
1.3
V/2
35AG
23/4
2
1.6
1.9
2
33/4
3:'/9
251t6
2.4
2.7
1 806 854-1015
==irzirn TJr11MwL1MH. imant'd.
FIRE SPRINKLER PRESSURE GAUGES
U.S. GUAG8, AMETEK -
Use on wet or dry sprinkler systems!
* Solid brass backed!
* 114 - 11 ANTP-LM brass fitting; 3112ff diameter
* 300 lb.1sq. In. Capacity
& 1164DIA16
K "s -'V 95 -
100 200
is 223
5 so 250
0
275
300
Ostia
OL
&LIST -F -D
APPROVEC
VSR-SF
@,POTTER PORSMALLPIPE VANE TYPE WATERFLOW
ALARM SWITCH WITH RETARD
Potter Elactric Signal Company Potter Electric Signal & Mfg. LT.D
2081 l0raig Road a P.O. Box 28480 1967 Leslie Street
St, Louis, MO 63146-4161 Don Mills, Ontario, Canada M302M3
(314) 8784321 6 (800) 325-3936 (416) 4411 -11 M
STK. NO. 11 13000
U.S. PAT. NO, 3921989. CANADIAN PAT. NO. 1009680
OTHER PATENTS PENDING.
UL. ULC, C8FM LISTED and NYMEA ACCEPTED
9ervin Pressure: Up to 250 PSI
Minimum Flow Flat* for Alarm: 10013M
Maximum Surge: IS FPS
Emlosurt: Die-cast, red anamol finish.
Cover hold In placo wtth tamper resistant WOWS
Contact Ratings: Two sets of SPDT (Form C)
15.0 Amps at 125/250 VAC
2.0 Amps at 0-30 VDC
Conduit Entrance@: Two Knockouts provided for 1/2'conduft
Wallis: Ustod Plastic, Copper and Schodule 40 Iran P09
Fits pipe sizes - 11% 1 1/4', and 1 1/2'
Not@: 0 paddles are furnished with each unit. am for each pipe
size of threaded or aweal TEE, one for I I CPVC, itnd one for
I M* polybutylone (CTS -Copper tubing size)
Envirenniental Speolflications'
Suitable for Indoor or outdoor use with factory Installed on"
and die -oast housing
NEMA 4 Plated Enclosure - use with appropriate eondult fitting
Temperature Rango: 40' F/1200 F (4.50 C/496 C)
Caution: This devlco Is not Intended for applications In @M*)Slvf
envIronments
Service Use:
Automate Sprinkler NFPA-13
one or two family dwelling NFPA-130
Residential occupancy up to four stories NFPA-i 3R
Naflonat FIre Alarm Coda NFPA-12
optional: Cover Tampor SWItcb, ardor Stk. No. 009W118
The model von -SF Is a vans typo watorflow switch for use on wet *Prinkler
Tho vans must not rub the Inside of the TEE or bind In my way. The Mom
systems that use 11', 1 1/44, or 1 1/20 pipe site. The umit may also be used
should move frooly whom op@ratod by hand.
as a national watorflow detector on large systems. ,
The dsvin can also be used In copper or pisslic PIP* Installations oft the
The unit contains two single pole double throw snap action switches and
proper adapters so that the specified TEE filling may bo Watelled on the
an adIustable pneumatic relard.rbe switches are actuated when a flow of
pipe run.
10 gallons per minute or more occurs downstream of the deviol-Tho fIOW
condItIon must exist for a period of time necessary to ovemorm the
INBPECMN AND TEsTiNa: Chock ithe opwatlon of unit by opening
soloatod retard period.
the Inapector' test va)vs at the end of tho sprinkler On@ or the dralm end test
connection, N an Inspoctor's test valve Is not provided.
INSTALLATION: Those devices may be mounted In horizontal or vertical
pipe. On horizontal pipe they should be Installed on the top side of the pipe
If thefs are no provisions for testing the Operation Of tho flow dotOction
where thty will be socasalble. The units should not be Installed wWn 0'
device on the "stem, applicatlen of the VSR-SF Is Mot r6e0mmOnded or
'advisable
of a vatye, draln or fitting wtoch changes the direction of the waterflow. The
unit has a 1 4 NPT bushing for threading Into a non-Conrosive TEE, -Sea Fig.
2 for proper TEE size, type and Installation.
The k"usnay of the Inspection and testing and its associated protective
monitoring sysitern should be in acwrdance Wth the applicable NFPA
Scrowthe device Into the TEE Wng as shown In Fig. 2. Calremustbetaken
Codes and Standards &rKVcr authwity ha*Q lur*kti*M (manufActufor
to properly orient the device for the diroction of wetarf low.
recommends quarterly or more frequen".
CAUTION: There are 8 paddleslurnished with each unit. These paddles have raised leftedng that shows the pipe
size and type of TEE that they are to be used with. The proper paddle mual be used.. The screw that holds the paddle
must be securely tightened.
PAGE I OF 2
PRINTED IN USA MKT. ##$00003 - REV I
mra. man - 3/09
(2),POTTER BELLS
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
6" BELL SHOWN
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
BurglarAlarm
Environment: Indoor or Outdoor Use (See Note 1)
-40* to 150'F (outdoor use require
-weatherproof backbox)
Termination: 4 No. 18 AWG stranded wires
Finish: Red powder coating
These vibrating type bells are designed for use as fire, burglar, or general signaling device . s. They have low power
consumption and high decibel ratings. The unit mounts on a standard 411 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 dB
@ 10 FT.
6
12VDC
PBO126
1706012
.12A
85
75
8
12VOC
PBD128
17012012
.1 2A
90
75
10
12VOC
PBD1210
1710012
.12A
92
75
6
24VDC
PBD246
1706024
.06A
87
75
8
24VDC
PBD248
1TO8024
.06A
91
79
10
24VDC
PBD2410
1710024
.06A
94
79
6
24VAC
PBA246
1806024
.17A
91
75
8
24VAC
PBA248
1808024
.1 7A
94
75
10
24VAC
PBA2410
1810024
.17A
94
75
6
120VAC
PBA1 P06
�806120
.05A
92
82
8
120VAC
PBA1208
T808120
.05A
99
82
10
120VAC
PBA12010
1810120
.05A
99
85
Weatherproof backbox model BBK-1 Stk. No. 1500001.
Notes:
1. Minimum d13 ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL
temperature ra ' nge 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 I OF 2
MFG. #5400776 - 4/94
12011 1uh &
Spr'inkler
Head Cabinet
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Product =Uechnical
El Description— 11 -
ki Data
Central Sprinkler Head Cabinets
are constructed of a metal enclosure
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 Sprinkler Head Cabinets
are manufactured of heavy gauge
steel with knock -outs to
accommodate either 112" r /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. -
Model: Sprinkler Head Cabinet
Style: 6 head or 12 head
Standard Finish: Red enamel
Mfgr. Source: Non-domestic
Capacity: 6 sprinkler heads
12 sprinkler heads
Dimensions:
-6 head. - 5" high x 14" long x
3 1/4" deep
12 head - 5" high x 14" long
4" deep
Weight: 6 head - 2.3 lbs.
12 head - 3.5 lbs
: r. W-1. 1-77 O"Wiffi-A-r K_ -
Goulds
IRRI-GATOR
14
8
13
7 12 GT 10
2
COMPONENTS, DIMENSIONS AND WEIGHTS
Item -No. D946riptii6..
PSI
Suction LIft
Model
askog.*_.......
`3,
-Sea] ring _"diff iiiiee'�..
4
Diaphragm
5
Machine screw
6
Diff user
7
Impeller
8
Mechanical sea]
9
Foot
10
Bolt —foot to adapter
11
1 Motor adapter
12
Bolt —casing to adapter
13
Bolt � adapter to motor
14
Deflector
PERFORMANCE -RATINGS
..Modal.. GT07
PSI
Suction LIft
Model
Disch.
In' Feet
GT103
Pressure
5 10115 20 25
0
GT303
20
4 1
44 41136 31 24
GT07/
GT073
30
4
34 31 26 22 14,
2
F 40-10
4 -0 0 0
0
[43
2
20
6
53 61 49 46 4.11
GTIO/
GT103
30
41 38 36 32
36
21'V32
40
29 22 16 8 0
8
2171%
20
4 9
63 59 54 49 39
GT15/
30
—
46
60 55 1 46 37
GT153
8114
40
45 38133.20. 14
20
86 77 170*159 146
GT20/
GT203
30
80 72 167 157 144 -
40
65 60 57 50 43
20
05100 88 76 60
GT30/
--:--
36
— — j4— T5
92 90 57
GT303
.
.
�5O
69
1 71
67 0
..Modal.. GT07
GT10 :1
:GT.15 I
GT20
I GT30
1 GT073
GT103
GTI53
GT203
GT303
AK
11/2:
2
1�'
2
:..2
2 OM s
21'V32
1 19
19%
2171%
20!V6
211/4
"Width'
8114
Height
9114
Wt. (lbs.). 48
52
60
65
76
49
52
55
69
1 71
Phase
Single
Three
,(All dimensions are in inches and weights in lbs. Do not use for construction purposes.)
/— 1'/2'NPT DISCHARGE
t - V/2'SUCTION
P
PZ�RFDRMANCE CURVE ;,/P-
120
30 100
!F
2 —
80-
20 —
60-
40 —
10 —
20-
0 0!
Performance ratings arD in GNA.
[61GOULDS PUMPS
RInT.Indusgirbas
0 5 10 15 20
GALLOINS PER MINUTE (0)
Single and three phase have same performance.
SPECIFICATIONS AnE SUBJECT TO CHANGE WITHOUT NOTICE.
0 US GPIA
25 ml/hI.
Walef Technologies
.Sencca Falls, NY 131,18
PRIN1 ED 114 U.S.A
JUNE, 1980
Supersedes page P3 PUMPTROLCR PRESSURE
SWITCHES
Dated 3/76
TYPE FSG
MORE ABOUT THE PUMPTROL PRESSU RE. 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 purnp. 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 rum off the pump. * When the condition has been relieved,
the manual lever is Mmed to the start position and, if pressure
is restored while holding there, the switch resumes normal
operation.
71e Form M4 manual lever also has an off position for com-
plete pump shutdown.
IMPORTANT: The cut -in point must not be set lower than 19
FF.
P.S.I.: consequently. the cut-out point on rising pressure must
not be lower than 30 P.S.I.
Electzical Ratings — See preceding page.
NOTE: Form M4 is not available on FYG types.
Type
*Example: Switch 'set 20-40. low water cut-out = 10 approx.
FSG. Form GS L44 (sho�ng comtxnation oi Piv Ughl and
Switch set 30-50. low water cut-out = 20 approx
Low Pressure Cut -ON Modificattons)
Switch se.1 40-60. low water cut-(jui = it; Lipp, j).\
C\j
M
0
LL
(n
0 F-
LLJ z
0� 0
C C)
T
FOR PRICES AND ORDERING INFORNLATION SEE PRECEDING PAGES
3.93
100 2.78
0 CC)
ro
IF
J, j
C\J1
1.19
30
2.34 1_159 -C28
59 -1- 40
SWING FL&DIUS LS 225 IN.
7YP4 FSG-2.FDrm M4
UNDERWRITERS LABORATORIES LISTED
RDSQUARE13COMPANY
2.05 1 1.39
----------
52 35
ORDER DESK
VALVES ONLY
Man u facturers of Pumps and Supplies
2081 Frontier Trail
Anderson. CA 96007
(916) 365-255-5
CALIFORNIA (800) 4.16-4800 f<Al K 1,14AL (800! 2?2 -HAYS I:ACSIMILF: ;916)
BALL FLOAT VALVES
ORDER
NO.
SIZE
WEIGHT
LB.
PIPE, VALVES & FITT I
Sheet No.
1211.01
Effective
1720
Supersedes
, 0-00
ORDER
NO.
SIZE
WEIGHT
LB.
LI ST
PRICE
NET
1-10
NET
11 &UP
R400-1/2
1720
1
_$23.10
S11.55
$10.78
R400-3/4
3/4
1
29.74
14.87
13.88
R400-1
1
-R440-8
46.80
23.40
21.84
R600-1-1/4
1-1/4..
1
107.14
5 3.5 7
50.00
R600-1-1/2
1-1/2"
4
107.14
53.57
50.00
R61 0-2
1 2"
1 3
1 113.90
56.95
53.16
COPPER FLOATS
ORDER
SIZE
WEIGHT
LIST
NET NET
NO.
I
PRICE
1-10 11 & UP
R440-5
11 & UP
PFS
S24.58
S1 2.21) S1 I "17
R440-6
6
1
28.80
14.40 13*.,14
-R440-8
811.
5.51
79.83
3 1). 3 7.2 7
*FOR THRU-HOLE ADD 40% TO NET
POLYPRqPnENE ''FLOATS ..
-ORDER
SIZE
WEIGHT
LIST
NET
NET
NO.
PRICE
1-10
11 & UP
PFS
51.
1
$9.32
S4.66
S4.35
PF6
6"
1
11.02
5.51
5.14
.*PF8
81.
1
12.92
6.46
6.03
* FOR THRU-HOLE ADD $4.03 EACH TO NET
I,
INL( 1 PRFS,_�URLS
125
.105
85
65
VALVE
GALLONS PER'MINUTE G.P.M.
R400-1/2"
36.0
30.2
25.11
2 7 8
(1.
R400-3/4"
64.3
5 6.5
47.1
R400-1
82.5
76.4
69.0 1
R600 ALL
160.
14 -1.
1') 1).
SIZES
11('10
1 .267.
241.
2-111.
193.
ALL PRICES AND SPECIFICATIONS
ARE SUBJU.-T
TO CHANGE \A611 I -10t J 1 10
1 ),It. SI llill'iN..' I" W.: 1
I W'S PUMPS INC. 1900,1)
67
40023
FOX Company
3995 Olive ffighway� Ct6vMe, cA 95966 - 916-5-33-2730 / 916-533-187-5 TZA'
Ide, #305365 C-10, C-16, C-20, C-36, C-43
Residential Fire Sprinkler
withPump & Holding Tank
C� �A 1E- C� U IL, �A -r I (D I�J S
S ]PIP, I INTIKILAE;P� MIF—AIDS
SF>IZ-11*-Ic31 ILC)IAIDIF-ID C�IIIEC�I< N7AJILN71F-
4- W�A-r]ER- 'r]F-S-r C;U�AOYIE
5- 2 IP(DI-1E IFIL(DW swi-rc�1-1
oq-
BUTTE COUNr
IB C> EDO S -r IEI I?, RUILDING DEPARTMEW
APPROVED
L COM
<11
10- -rA INT 1< IF I 1E- I- C> iqr IZ c) 1_ -16 IFORNIA
UCENSE NO.
, n?1305365
kl(DIAD I -r-ADJl<
RESIDENTIAL.. FIRE SPRINKLER
SYSTEM DESIGN BY FOX COMPANY
C-16 LIC. # 30536"
PER REQUIREMENTS OF NFPA
13D, 2002 EDITION
ECONOMY BUILDERS
IRVIN HOME
P.O.Box ISO
AP031--030--059
OROVILLE CA. 9596S
THOMPSON FLAT RD.
CALCULATED FOR I HEADS
9/1S/04
WATER SOURCE IS WELL & HOL-DING
TANK
WATER PRESSURE IN HOLDING TANK
45
DEDUCT PRESSURE LOSS FROM SOURCE
TO SPRINKLER CONTROL VALVE
MAIN SECTION EQUIV.FT.
.1 1/2'' PIPE 40 FT.
0 GATE VALVE 0 FT.
I CHECK VALVE 6 FT.
2 ELBOWS is FT.
2, COUPLINGS 2 FT.
0 TEES (RUN) 0 FT.
0 TEES (BRANCH) 0 FT.
TOTALS 66 FT. X .004.9
0.32
44.68
DEDUCT HEAD LOSS FOR EL,EVATION
12 FT� X 0.434
S.21
39.4.7
DEDUCT PRESSURE LOSS FOR PIPING FROM
CONTROL- VALVE TO FARTHEST SPRINKLER.
PIPE SECTION ONE EQUIV.FT.
I PIPE- 120 FT.
1.4 ELBOWS 28 FT.
0 cbuPLINGS 0 FT.
7 TEES (RUN) 7 FT.
3 TEES (BRANCH) 15 FT.
TOTALS 170 FT. 'X .0296
S.03
34.4-4
BRAND OF HEADS = TYCO L.F--II G�P.M. P.S.I. CONVERSION
FORMUL-r-
K% FACTOR OF HEADS USED =.- 4.9
(G.P.M./ K FACTOR)2
P,S.I.
EQUIVALENT FEET CALCULATED*@ 1. HEAD
J. HEAD 13 G.P.M. FLOW 13 G.P.M. EA.)
FRICTION L -OSS 'C' FACTOR 1�30
MINIMUM PRESSURE REQUIRED
7.04 P,S.I.
PRESSURE AVAIL.ABLE IN SYSTEM
34.44 P�S.I.
RESIDENTIAL FIRE SPRINKLER
SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 305365
PER REQUIREMENTS OF NFPA 13D, 2002 EDITION
ECONOMY BUILDERS IRVIN HOME
P.O.Box iso AP031-030-059
OROVILLE CA. 9S96S THOMPSON FLAT RD.
CALCULATED FOR 2 HEADS 9/15/04.
----------
WATER SOURCE IS WELL & HOLDING TANK
WATER PRESSURE IN HOLDING TANK
DEDUCT PRESSURE LOSS FROM SOURCE
TO SPRINKLER CONTROL VALVE
MAIN SECTION EQUIV.FT.
1-1/2'' PIPE 40 FT.
0 GATE VALVE 0 FT.
1 CHECK VALVE 6 FT.
2 ELBOWS . 13 FT.
2 COUPLINGS 2 FT.
0 TEES (RUN) 0 FT.
0* TEES (BRANCH) 0 FT.
TOTALS 66 FT. X .0176 1.17
DEDUCT HEAD LOSS FOR ELEVATION
12 FT. X 0.434
DEDUCT PRESSURE LOSS FOR PIPING FROM
CONTROL VALVE'TO FARTH.EST SPRINKLER
PIPE SECTION ONE EQUIV.Ft.
---------------- - ----------
1'' PIPE- 120 FT.
1.1 ELBOWS 28 FT.
0 COUPLINGS 0 FT..
7' TEES (RUN) 7 FT.
3 TEES (BRANCH) 15 FT,.
TOTALS 170 FT.- X
.1067
- 5.21,
-18.14
45
E
43.83
38.62
20.48'
BRAND OF HEADS = TYCO LF -II G.P.M. - P.S.I. CONVERSION FORMU&
K FACTOR OF HEADS USED 7 4�9 (G.P.M./ K FACTOR)2 = P.O.I.
EQUIVALENT FEET CALCULATED @ 2 HEAD
2 HEAD = 26 G.P.M. FLOW 13 G.P.M. EA.)
FRICTION QOSS 'C' FACTOR 150
MINIMUM PRESSURE REQUIRED
PRESSURE AVAILABLE - IN SYSTEM
7.04 P. S. I.
20.48 P.S.I.
tqCJ2 Fire . & Building
I�Products
Direct Sales (Central): Tel: (800) 523-6512 / Fax: (215) 362-5385
Distribution Sales (Gern/Star): Tel: (800) 558-5236 / Fax: (800) 877-1295
Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500
Series LFII Residential
Pendent Sprinklers
4.9 K -factor
General
Description
The Series LFIl (TY2234i Residential
Pendent Sprinklers are decorative,
fast response, frangible bulb sprinklers
designed for use in residential occu-
pancies such as homes, apartments,
dormitories, and hotels. When aesthet-
ics and optimized flow characteristics
are the major consideration, the Series
LFII (TY2234) should be the first
choice.
The Series LFII are to be used in wet
pipe residential sprinkler systems for
one- and two-family dwellings and mo-
bile homes per NFPA 13D; wet pipe
residential sprinkler systems for resi-
dential occupancies up to and includ-
ing four stories in height per NFPA
13R; or, wet pipe sprinkler systems for
the residential portions of any occu-
pancy per NFPA 13. 4
The Series LFII (TY2234) has a 4.9
(70,6) K -factor that provides the re-
quired residential flow rates at reduced
pressures, enabling smaller pipe sizes
and water supply requirements.
The recessed version of the Series
LFII (TY2234) is intended for use in
areas with finished ceilings. It employs
a two-piece Style. 20 Recessed Es-
cutcheon. The Recessed Escutcheon
provides 1/4 inch (6,4 mm) of recessed
adjustment or up to 1/2 inch (12,7 mm)
of total adjustment from the flush ceil-
ing position. The adjustment provided
by the Recessed Escutcheon reduces
the accuracy to which the pipe nipples
to the sprinklers must be cut.
The Series LFII (TY2234) has been
designed with heat sensitivity and
water distribution characteristics
proven to help in the control of residen-
tial fires and to improve the chance for
occupants to escape or be evacuated.
WARNINGS .
The Series LF/I (TY2234) Residential
Pendent Sprinklers described herein
must be installed and maintained in
compliance with this document, as
well as with the applicable standards
of the National Fire Protection Asso-
ciation, in addition to the standards of
any other authorities having jurisdic-
tion. Failure to do so may impair the
integrity of these devices.
The owner is responsible for maintain -
i . ng their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
relative to any questions.
9-%-rinklerlModel
%VP
Identification
Number
SIN TY2234
Technical
Data
Approvals:
UL and C-LIL Listed.
Maximum Working Pressure:
175 psi (12,1 bar)
Discharge Coefficient:
K = 4.9 GpM/pSi112 (70,6 LPM/barl/2)
Temperature Rating:
155*F/68'C or 175*F/790C
Finishes:
White Polyester Coated,
Chrome Plated, or Natural Brass
Physical Characteristics:
Frame . . . . . . . . . . . . . Brass
Button . . . . . . . . . . . . . Bronze
Sealing Assembly . . .. . . . . . . . .
. . . . . . Beryllium Nickel. w/Teflont
Bulb . . . . . . . �. .3mm'dia. Glass
Compression Screw . . . . .. Bronze
IN
,
Deflector . . . . . . . . . . . Bronze
Ejection Spring . . . Stainless Steel
tDuPont Registered Trademark
Operation
The glass Bulb contains a fluid that
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass Bulb allowing the sprinkler to
activate and flow water.
Page I of 4 JULY, 2002 TFP400
Page 2 of 4
(a) For coverage area dimensions less than or between those indicated, it is
necessary to use the minimum required flow for the next highest coverage area
for which hydraulic design criteria are stated.
(b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The
associated residual pressures are calculated using the nominal K -factor. Refer to
Hydraulic Design Criteria Section for details.
TABLE A
NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA
. FOR THE SERIES LFII (TY2234) RESIDENTIAL
PENDENT AND RECESSED PENDENT SPRINKLERS
Design
Criteria
The Series LFII (TY2234) Residential
Pendent Sprinklers are UL and C-LIL
Listed for installation in accordance
with the following criteria.
NOTE -
When conditions exist that are outside
the scope of the provided criteria, refer
to the Residential Sprinkler Design
Guide TFP490 for the manufacturer's
recommendations that may be accept-
able to the local A Whority having Juris-
diction.
System Type. Only wet pipe systems
may be utilized.
Hydraulic Design. The minimum re-
quired sprinkler flow rate for systems
designed to NFPA 13D or NFPA 13R
are given in Table A as a function of
temperature rating and the maximum
allowable coverage areas.,The sprin-
kler flow rate is the minimurn'required
discharge from each of the total
number of "design sprinklers" as speci-
fied in NFPA 13D or NFPA 13R.
For systems designed to NFPA 13, the
number of design sprinklers is to be
the the four most, hydraulically de-
manding sprinklers. The minimum re-
quired discharge from each of the four
sprinklers is to be the greater of the
following:
• The flow rates given in Table A for
NFPA 13D and 13R as a function of
temperatui�e rating and the maxi-
mum allowable coverage area.
• A minimum discharge of 0.1 gpm/sq.
ft. over the "design area" comprised
of the four most hydraulically de-
manding sprinklers for the actual
coverage areas being protected by
the four sprinklers.
Obstruction To Water Distribution.
Locations of sprinklers are to be *in
accordance with the obstruction ru le s
of NFPA 13 for residential sprinklers.
Operational Sensitivity. The sprin-
klers are to be installed with a deflector
to ceiling distance of 1-3/8 to 4 inches
or in the recessed position using only
the Style 20 Recessed Escutcheon as
shown in Figure 2.
NOTE
So as to help avoid obstructions to
water distribution, a maximum 12 inch
deflector -to -ceiling distance is permit-
ted for NFPA 13D and NFPA 13R ap-
plications where the sprinklers are lo-
cated in closets.
Sprinkler Spacing. The minimum
spacing between sprinklers is 8 feet
TFP400
(2,4 m). The maximum spacing be-
tween sprinklers cannot exceed the
lengthof the coverage'area (Ref. Table
A) being hydraulically calculated (e.g.,
maximum 12 . feet for a 12 ft. x 12 ft.
-coverage area, or 20 feet for a 20 ft. x
20 ft. coverage.area).
Installation
The Series LF11 (TY2234) must be in-
stalled in accordance with the follow-
ing instructions:
NOTES
Do not install any bulb type sprinkler if
the bulb is cracked or there is a loss of
liquid from the bulb. With the sprinkler
held horizontally, a small air bubble
should be present. The diameter of the
air bubble is approximately 1116 inch
(1,6 mm). -
A leak tight 112 inch NPT sprinklerjoint
should be obtained with a torque of 7
to 14 ft. lbs. (9,5 to 19,0 Nm). A maxi-
mum of 21 ft.lbs. (28,5 Nm) of torque
is to be.used to install sprinklers.
Higher levels of torque may distort the
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
.Do not attempt to compensate for in-
sufficient adjustmentin an Escutcheon
Plate by under- or over -tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
The.Series LFII Pendent, $prinklers
must be installed in accordance with
the following instructions.
Step 1. Pendent sprinklers are to be
installed in the pendent position with
the deflector parallel to the ceiling.
Step 2. With pipe thread sealant ap-
plied to the pipe threads, hand tighten
the sprinkler into the sprinkler fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
6 Sprinkler Wrench (Ref. Figure 3).
With reference to Figure 1, the W -Type
6 Sprinkler Wrench is to be applied to
the wrench flats.
The Series LFII Reces,sed Pendent
Sprinklers must be installed in ac-
cordance with the following instruc-
tions.
Step A. Recessed pendent sprinklers
are to be installed in the pendent posi-
tion with the /deflector parallel to the
ceiling.
Step B. After installing the Style 20
Mounting Plate over the sprinkler
threads and with pipe thread sealant
applied to the pipe threads, hand
tighten the sprinkler into the sprinkler
fitting.
Step C. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
Minimum Flow (b) and
Minimum Flow (b) and
Maximum
Maximum
, Residual Pressure
Residual Pressure
Coverage
-Spacing
For Horizontal Ceiling
For Sloped Ceiling
Area (a)
Ft.
(Max. 2 Inch Rise
(Max. 8 Inch Rise
Ft. x Ft.
(m)
for 12 Inch Run)
for 12 Inch Run)
(m X M)
155*F/68'C or 175*Ff79*C
155*F/68*C
12 x 12
12
13 GPM (49,2 LPM)
13 GPM (49,2 LPM)
(3,7 x 3,7)
(3.7)
7.0 psi (0,48 bar)
7.0 psi (0,48 bar)
14 x 14
14
13 GPM (49,2 LPM)
13 GPM (49,2 LPM)
(4,3 x 4,3)
(4.3)
7.0 psi (0,48 bar)
7.0 psi (0,48 bar)
16 x 16
16
13 GPM (49,2 LPM)
13 GPM (49,2 LPM)
(4.9 x 4,9)
(4,9)
7.0 psi (0,48 bar)
7.0 psi (0,48 bar)
18 x 18
18
17 GPM (64,3 LPM)
21 GPM (79,5 LPM)
(5.5 x 5,5)
(5,5)
12.0 psi (0,83 bar)
18.4 psi (1,27 bar)
20 x 20
20
20 GPM (75,7 LPM)
21 GPM (79,5 LPM)
(6,1 x 6,1)
(6.1)
16.7 psi (1, 15 bar)
18.4 psi (1,27 bar) J
(a) For coverage area dimensions less than or between those indicated, it is
necessary to use the minimum required flow for the next highest coverage area
for which hydraulic design criteria are stated.
(b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The
associated residual pressures are calculated using the nominal K -factor. Refer to
Hydraulic Design Criteria Section for details.
TABLE A
NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA
. FOR THE SERIES LFII (TY2234) RESIDENTIAL
PENDENT AND RECESSED PENDENT SPRINKLERS
Design
Criteria
The Series LFII (TY2234) Residential
Pendent Sprinklers are UL and C-LIL
Listed for installation in accordance
with the following criteria.
NOTE -
When conditions exist that are outside
the scope of the provided criteria, refer
to the Residential Sprinkler Design
Guide TFP490 for the manufacturer's
recommendations that may be accept-
able to the local A Whority having Juris-
diction.
System Type. Only wet pipe systems
may be utilized.
Hydraulic Design. The minimum re-
quired sprinkler flow rate for systems
designed to NFPA 13D or NFPA 13R
are given in Table A as a function of
temperature rating and the maximum
allowable coverage areas.,The sprin-
kler flow rate is the minimurn'required
discharge from each of the total
number of "design sprinklers" as speci-
fied in NFPA 13D or NFPA 13R.
For systems designed to NFPA 13, the
number of design sprinklers is to be
the the four most, hydraulically de-
manding sprinklers. The minimum re-
quired discharge from each of the four
sprinklers is to be the greater of the
following:
• The flow rates given in Table A for
NFPA 13D and 13R as a function of
temperatui�e rating and the maxi-
mum allowable coverage area.
• A minimum discharge of 0.1 gpm/sq.
ft. over the "design area" comprised
of the four most hydraulically de-
manding sprinklers for the actual
coverage areas being protected by
the four sprinklers.
Obstruction To Water Distribution.
Locations of sprinklers are to be *in
accordance with the obstruction ru le s
of NFPA 13 for residential sprinklers.
Operational Sensitivity. The sprin-
klers are to be installed with a deflector
to ceiling distance of 1-3/8 to 4 inches
or in the recessed position using only
the Style 20 Recessed Escutcheon as
shown in Figure 2.
NOTE
So as to help avoid obstructions to
water distribution, a maximum 12 inch
deflector -to -ceiling distance is permit-
ted for NFPA 13D and NFPA 13R ap-
plications where the sprinklers are lo-
cated in closets.
Sprinkler Spacing. The minimum
spacing between sprinklers is 8 feet
TFP400
(2,4 m). The maximum spacing be-
tween sprinklers cannot exceed the
lengthof the coverage'area (Ref. Table
A) being hydraulically calculated (e.g.,
maximum 12 . feet for a 12 ft. x 12 ft.
-coverage area, or 20 feet for a 20 ft. x
20 ft. coverage.area).
Installation
The Series LF11 (TY2234) must be in-
stalled in accordance with the follow-
ing instructions:
NOTES
Do not install any bulb type sprinkler if
the bulb is cracked or there is a loss of
liquid from the bulb. With the sprinkler
held horizontally, a small air bubble
should be present. The diameter of the
air bubble is approximately 1116 inch
(1,6 mm). -
A leak tight 112 inch NPT sprinklerjoint
should be obtained with a torque of 7
to 14 ft. lbs. (9,5 to 19,0 Nm). A maxi-
mum of 21 ft.lbs. (28,5 Nm) of torque
is to be.used to install sprinklers.
Higher levels of torque may distort the
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
.Do not attempt to compensate for in-
sufficient adjustmentin an Escutcheon
Plate by under- or over -tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
The.Series LFII Pendent, $prinklers
must be installed in accordance with
the following instructions.
Step 1. Pendent sprinklers are to be
installed in the pendent position with
the deflector parallel to the ceiling.
Step 2. With pipe thread sealant ap-
plied to the pipe threads, hand tighten
the sprinkler into the sprinkler fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
6 Sprinkler Wrench (Ref. Figure 3).
With reference to Figure 1, the W -Type
6 Sprinkler Wrench is to be applied to
the wrench flats.
The Series LFII Reces,sed Pendent
Sprinklers must be installed in ac-
cordance with the following instruc-
tions.
Step A. Recessed pendent sprinklers
are to be installed in the pendent posi-
tion with the /deflector parallel to the
ceiling.
Step B. After installing the Style 20
Mounting Plate over the sprinkler
threads and with pipe thread sealant
applied to the pipe threads, hand
tighten the sprinkler into the sprinkler
fitting.
Step C. Tighten the sprinkler into the
sprinkler fitting using only the W -Type
TFP400
Page 3 of 4
7/16'(11.1 mm) 1/2" ESCUTCHEON
Components: NOMINAL NPT PLATE SEATING 2-7/8' DIA.
1- Frame MAKE -IN SURFACE (73,0 mm)
2 - Button
3- Sealing Assembly 1
4- Bulb
5- Compression 2
Screw
2, 4"
6- Deflector* 3 (57,2 mm).
VRENCH
L TS
7- Ejection Spring 7 H
(41,3 mm) WRENCH STYLE 20
Temperature 5 FLATS RECESSED
rating is ESCUTCHEON
indicated on
Deflector.
CROSS SECTION PENDENT RECESSED PENDENT
FIGURE 1
SERIES LF11 (TY2234) RESIDENTIAL
PENDENT AND RECESSED PENDENT SPRINKLERS
2-7/8* DIA.
7/1&0/8" (73,0 mm) 1/2"(12,7 mm)
(11, 1 ±3,2 mm) 2-1/4'DIA. 1/4"(6,4 mm)
FACE OF
SPRINKLER MOUNTING
FITTING PLATE
MOUNTING
SURFACE 1/8"
(3,2 mm)
1-3/W (34
CLOSURE TY2234
1-1/8'(28,6 mm)
FIGURE 2
STYLE 20 RECESSED ESCUTCHEON
FOR USE WITH THE SERIES LF11 (rY2234)
RESIDENTIAL PENDENT SPRINKLER
/A \
WRENCH RECESS
(END -A -USED
// FOR TY2234)
FIGURE 3
W -TYPE 6
SPRINKLER WRENCH
WRENCH
RECESS
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 4
W -TYPE 7 RECESSED
SPRINKLER WRENCH
Page 4 of 4
7 Recessed Sprinkler Wrench (Ref.
Figure 4). With reference to Figure 1,
the W -Type 7 Recessed Sprinkler
Wrench is to be applied to the sprinkler
wrench flats.
Step D. After the ceiling has been in-
stalled or the finish coat has been ap-
plied, slide on the Style 20 Closure
over the Series LFII Sprinkler and
push the Closure over the Moun ling
Plate until its flange comes in contact
with the ceiling.
Care and
Maintenance
The Series LFIl (TY2234) must ba'
maintained and serviced in accord-
ance with the following instructions:
NOTES
Absence of an Escutcheon Plate may
delay the sprinkler operation in a fire
situation.
Before closing a fire protection system
main control valve for maintenance
work -on the fire protection system
which it controls, permission to shut
down the affected fire protection sys-
tem must be obtained from the proper
authorities and all personnel who may
be affected by this action must be no-
tified.
Sprinklers which are found to be leak-
ing or exhibiting visible signs of corro-
sion must be replaced.
Automatic sprinklers must never be
shipped or stored where the tempera-
ture will exceed 100'F/38'C and they
must never be painted, plated, coated,
or otherwise altered after leaving the
factory. Modified sprinklers must be re-
placed. Sprinklers that have been ex-
posed to corrosive products of com-
bustion, but have not operated, should
be replaced if they cannot be com-
pletely cleaned by wiping the sprinkler
with a cloth or by brushing it With a soft
bristle brush. ..
Care must be exercised to avoid dam-
age to the sprinklers - before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed. Also, replace any sprinkler that
has a cracked bulb or that has lost
liquid from its bulb. (Ref. Installation
Section).
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative to
any questions.
NOTE
The owner must assure that the sprin-
klers are not used for hanging of any
objects and that the sprinklers are only
cleaned by means of gently dusting
with a feather duster; otherwise, non-
operation in the event of a fire or inad-
vertent operation may result.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection. Service. .
Limited
Warranty
TFP400
EQUAL TO THE SALES PRICE.
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
.manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire.Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro- -
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives. -
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUE�NTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS'Ll-
ABILITY EXCEED- AN AMOUNT
Ordering
Procedure
When placing an order, indicate the full
product name. Contact your local dis-
tributor for availability..
Sprinkler Assembly:
Series LFII (TY2234), K=4.9, Residen-
tial Pendent Sprinkler with (specify)
temperature rating and (specify) finish,
P/N (specify).
155'F/68*C or
Chrome Plated ......... P/N 51-201.9-155
155 -F/68 -C
While Polyester ......... P/N 51-201-4-155
155*F/68*C
Natural Brass ........... P/N 51-201-1-155
175*F/79'C or
Chrome Plated ......... P/N 51-201-9-175
175*F/79'C
While Polyester .......... P/N 51-201-4,17,5.
175'F[79*C
Natural Brass ............ P/N 51-201-1,11-75.
Recessed Escutcheon:
-Specify: Style 20 Recessed EScutch-
eon with (specify) finish, P/N (specify).
1/2* (15 mm)
Style 20
Chrome Plated ......... P/N 56-705-M10
1/2' (15 mm)
Style 20
While Color
Coated ................ P/N 56-705-4-010
1/2* (15 mm)
Style 20
Bright Brass
Coated ................ P/N 56-705.2-010
Sprinkler Wrench:
Specify: W -Type 6 Sprinkler Wrench,
P/N 56-000-6-387.
Specify: W -Type 7 Sprinkler Wrench,
P/N 56-850-4-001.
TYCO FIRE PRODUCTS, 451 North,Cannon Avenue, Lansdale, Pennsylvania 19446
a ff a0l; ff.; N g: 1;
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
.manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire.Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro- -
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives. -
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUE�NTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS'Ll-
ABILITY EXCEED- AN AMOUNT
Ordering
Procedure
When placing an order, indicate the full
product name. Contact your local dis-
tributor for availability..
Sprinkler Assembly:
Series LFII (TY2234), K=4.9, Residen-
tial Pendent Sprinkler with (specify)
temperature rating and (specify) finish,
P/N (specify).
155'F/68*C or
Chrome Plated ......... P/N 51-201.9-155
155 -F/68 -C
While Polyester ......... P/N 51-201-4-155
155*F/68*C
Natural Brass ........... P/N 51-201-1-155
175*F/79'C or
Chrome Plated ......... P/N 51-201-9-175
175*F/79'C
While Polyester .......... P/N 51-201-4,17,5.
175'F[79*C
Natural Brass ............ P/N 51-201-1,11-75.
Recessed Escutcheon:
-Specify: Style 20 Recessed EScutch-
eon with (specify) finish, P/N (specify).
1/2* (15 mm)
Style 20
Chrome Plated ......... P/N 56-705-M10
1/2' (15 mm)
Style 20
While Color
Coated ................ P/N 56-705-4-010
1/2* (15 mm)
Style 20
Bright Brass
Coated ................ P/N 56-705.2-010
Sprinkler Wrench:
Specify: W -Type 6 Sprinkler Wrench,
P/N 56-000-6-387.
Specify: W -Type 7 Sprinkler Wrench,
P/N 56-850-4-001.
TYCO FIRE PRODUCTS, 451 North,Cannon Avenue, Lansdale, Pennsylvania 19446
. Grionnell
t _.
CO
W
N
Z
0
Bronze Spring Loaded Check Valve %"-2"
Figure No. 3600 w/Teflon Disc.
Figure No. 3600SJw,-reflon Disc
Figure No. 3615 w/Buna.N Disc
Figure No. 3615SJw/Buna-N Disc
125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI
250 PSI Non -Shock Cold Water, 011, or Gas Fluid Pressure, Non -Shock W.O.G.
9r,
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.
4
Q)
Figure No. 3600SJ
Figure No. 3615SJ
Copper to Copper
I MOL111M.,
�. a
MI
uvg R TM ia bik
"M AAY� Ooft Ali,
�16
MS
Aia
'0'
M
hi htidhs' -s— Wilg hi�
MAHAi 81
We
Nominal Dimensions Ppro
al . I 2et W
Ze
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.
I
Seat Screw
Body End
Stainless Steel ASTM A-276
Alloy S43000
Bronze ASTM B-584
Alloy C84400
Ze
X.
t.
Fig.
Approx.
Net Wt.
Fig. 3600SJ
B
C
3/8
2
11/8
V/16
-3600
.4
.4
'/2
2'/16
13/8
13/16
.4 1
.4
314
21/4
15/8
15/16
.5
.5
25/9
2
1%
.8
.9
2'5/o6
V/8
I'Vir.
1 1.2
1.3
11/2
35116
23/4
2
1.6 1
1.9
3114
33/a
25/16
2.4
E
2-7
M
TRIMAW
1 806 854-1-015
LINE. cont'd.
FIRE SPRINKLER PRESSURE GAUGES
U.S. GUAG8, AMETEK
* Use on wet or dry sprinkler systems!
* Solld brass backed!
* 114 ANTP-LM brass fitting; 3112ff diameter
* 300 lb-Isq. In. capacity
0C
zoo
is psi 21S
so 2M
175
So
50
3 3
00
&LISTED
FM
APPROVEC
VSR-SF
(0),POTTER POR SMALL PIPE VANE TYPE WATERFLOW
ALARM SWITCH WITH RETARD
Patter Ileleftic Signal Company Pofter Electric Signal & Mfg. LTD
2081 Craig Road a P.O. Box 28480 1967 Leslie Stmet
St. Louis, MO 631464161 Don Mills, Ontario, Canada M3132M3
(314) 8784321 6 (800) 325-3936 (416) 441 .1 W
UL, ULC, CSFMI LISTED and NYMEA ACCEPTED
STK. NO. 1113000
U.S, PAT. NO. 3921989. CANADIAN PAT. NO. I M9680
OTHER PATENTS PENDING.
Service Pressure: Up to 250 PSI
Minimum Flow Rat* for Alarm, 10GPM
Maximurn Burg*: IS FPS
Enclosure: Die-cast. red enamel finish.
Cover hold In place wtth tamper resistant 00OWS
Contact Ratings: Two sets of SPDT (Form C)
16.0 Amps at 12W50 VAC
2.0 Amps at 0-30 VDC
Conduit Entrances: Two Knockouts provided for 1/2' oorxkjK
Uss9s. Usted Plastic, Copper and Schedule 40 Iron Pipe
Fits pipe size$ - 1", 1 1/4', and 1 1/2'
Note: 8 paddles are furnished with each unfl. one for each pipe
size of threaded or sweal.TEE. one for I I CPVC, and one for
1 1/2' polybutylene (CTS-Copp@r tubing size)
Environmental Specifications -
Suitable for Indoor or outdoor use with factory Installed Casket
and dle-oast housing
NEMA 4 Rated Enclosure - use with appropriate conduit fltbng
Tamparature Range: 40- F/120- F (4.5- C./41r C)
Caution: This drAce Is not Intended for appilcatione In explosive
environments
service Use:
Automatic SprInkfor NFPA-13
ons or two family dwelling NFPA-130
Rasidentlal owupancy up to four stories NFPA-13R
National Fire Alarm Code NFPA-72
Optlarial: Cover TanWr SvAt:h, order Stk. No. 0090016
The Model VSFl-SF Is a van@ type waterflow switch for use on Wei sprinkler The vine must not rub the Inside of " TEE of bind In any way. The MOM
systems that use 11. 1 1/44, or 1 1/24 pipe size. The unit may also be used should mms freely whom "rated by hand.
as a awticnall waterflow detector on large systems. The device oan also be used In copper or plastic PIP* kataUtIona wfth the
The unit contains two single pole double throw snap datlon switches and propw adaptafe so that the specified! TEE ft" may be installed on the
an achustable pneumatic retard. The switches are actuated when a flow of 09 run.
10 gallons par minute or more occurs downstream of the de*s. The flow .
condition must exist for a period of time necessary to overcome the INSPECTICON AND TESTING: Check the operation of the unh by opening
saloated talmd period. the Inspsclor'tW valve at the end of dw spdnldet line or the dralm and test
oonriwtjon, If an In8p0Mr4 test valve Is not proviclad,
INSTALLATION, These devices may be mounted in horizontal or vertical
pipe. On horizontal pipe they should be InsWIed on the top aide ofthe pipe
where they will be accanalble. The units should not be Installed within Be
of a valve, draln or fitting which charVes the direction ofthe waterflow. 'The
unit has a I I NPT bushing for threading Into a non-corroolve TEE. Sea Fig.
2 for proper TEE size, type and InstallaWn.
Screwtha device Into the TEE fitting as shown In Fig. 2. Caremustbataken
to property orient the device for the direction of watarf low.
If Owirs are no provisions for testing the operation of tM flow delaction
device on the systern, application of the V8R-SF In not recommended Of
'advisable
Ths *usnoy of the Inspection and testing and Its amoclated protective
mmitoring system should be In accordance with the appillcable NFPA
Codes and Standards and/or authwity having lurWftftn (manufacturer
r000mmends quarterly or more frewently).
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 MU51 be used The screw that holds the paddle
must be securely tightened.
MKT. OnOWN - REV I PAGE I CW 2
PRINTED IN USA Mra. #s400102 - 3/05
BELLS
(0),POTTER PBA -AC & PBD -DC
Potter Electric signal Company Potter Electric Signal & Mfg. LTD
2081 Craig Rd.JP.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
6" BELL SHOWN
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 150OF (outdoor use require
-weatherproof backbox)
Termination: 4 No. 18 AWG stranded wires
Finish: Red powder coating
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
0 10 Fr.
MINIMUM dB
@ 10 FT.
6
12VDC
PBDI26
1706012
.1 2A
85
75
8
12VDC
PBD128
1708012
.1 2A
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
171 �024
.06A
94
79
6
24VAC
PBA246
lil)(3024
.17A
91
75
8
24VAC
PBA248
1808024
.1 7A
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 ra ' nge is -30* to 1507.
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 I OF 2
MFG. #5400776 - 4/94
12 L, 4 M I Or� &
Spr'inkler
Head Cab'inet
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Product Technical
Description- Data
Central Sprinkler Head Cabinets
are constructed of a metal enclosure
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.
_CE�Q_trql_Sp.rinkler_Head Cabinets
are manufactured of heavy gauge
steel with -knock -outs to
accommodate either 112" 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.
Model: Sprinkler,Head Cabinet
Style: 6 head or 12 head
Standard Finish: Red enamel
Mfgr. Source: Non-domestic
Capacity: 6 sprinkler heads
12 sprinkler heads
Dimensions:
-6 head. - 5" high x 14" long x
3 1/4" deep
12 head - 5" high x 14" long i
4" deep
Veight: 6 head - 2.3 lbs.
12 head - 3.5 lbs.
: re W. 9-M. o"WONA-57m F�_-
4
Goulds
Ti.1
Uvo I RR I -GAT OR
LF PRIMER "Tt-MODEL:
14
8 _9Z.
13
0 7 00 12 GT- 10
2
COMPO-HENTS.. .101IMENSIONS AND WEIGHTS
Item.Ho. Desi:rlpIi66-.
PSI
Suctlon LIft
12
*C
_ Wog.
'3'
Seal"ring -"-'diffMSr_�1*_.13
4
Diaphragm
5
Machine screw
6
Diffuser
7
Impeller
8
Mechanical seat
9
Foot
10
Bolt -foot to adapter
11
1 Motor adapter
12
Bolt - casing to adapter
13
Bolt � adapter to motor
14
Deflector
PERFORMANCE -RATINGS
Model, GT07
PSI
Suctlon LIft
_G
f3a
Model
Disch.
__F In'Feet
GT203
GT303
Pressure
5 1OT15 20
25
3
20
44 41 136 31
24
GT07/
GT0731
30
34 31 126 22
14.
20Y16
40
10 4 1-0 0
0
90VIA
20
53 5 1 49 46,41
6TIO/
30
43 41 38 36132
GT103
40
29 22 16 8
8
0
20
63 59 54 49
—
39,
GT15/
30
60 55151 46
37
GT1 53
65
76
1 49
52
40
45 38133 20
14
Phase
20
86 77 70 59
46
GT20/
GT203
30
80 72 57,44.
40
615 60 57 50
43
20
0
10510C 88 76
60
GT30/
30
92 90 84 75
-
57
GT303
—
.40
73 671
1 62. 55
50
Model, GT07
GT10 :GT.15
GT20 7
_G
f3a
GT073
GT103
GT153
GT203
GT303
1W.
Z
2
3
3K
1
1%
2
J
03?
'�21M*s
20Y16
21'V32
1 19
193/,
90VIA
9094
211/4
V.
Height
-Wt. (lbs.) 48
52 60
65
76
1 49
52
55
69
71
Phase
Single
Three
,(All dimensions are in inches and weights in lbs. Do not use for construction purposes.)
11/2' NPT DISCHARGE
. V1z' SUCTION
8 1 :===!:� '. .1. - .
8/,
PZ�RFDRMANCE CURVE _f 9.
METERS �
40
30
L)
�F
20
c:)
10
z / Y_z "; � R.
10 20 30 40 50 60 70 so 90 100 110 120 U.S. GN.1
. . . . . . . . . . . . . . . . . . . .
Perfo rmance ratings arp. in GPM. 0 5 10 15 20 25 Ojbf.
GALLONS PER MINUTE (0)
IQ PS Single and three phase have same perlormance.
R51GOULDS PUM Walef Technologies
.ocneca Falls, NY 13148
ME: Endusqrrhas SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRIN1 ED IN U.S.A.
JUNE, 198 * 0
Supersedes page P3 PUMPTROLS PRESSURE SWITCHES
Dated 3/76 M_. -
TYPE FSG EU:
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 turn off the pump.* When the condition has been relieved.
the manual lever is turned to the s= position and, if pressure
is restored while holding there, the switch resumes no rmal
operation.
Tbe Form M4 manual lever also has an off position forciom_
plete pump shutdown.
IMPORTANT: The cut -in point must not be set lower than 19
'ufF.
P.S.I. -. consequently. the cut-out point on rising pressure MUS1
not be lower than 30 P.S.I.
Electrical Rafmgs — See preceding page.
NOTE: Form M4 is not available on FYG types.
*Example: Switch set 20-40. low water cut-out = 10 approx.
Type FSG. Form G5 M4 (Shono ComblnAtion of pilo, Ugh, and
Switch set 30-50. low water cut-oui = 20 approx
LOw Pressure cut.;tt k4odifcations)
Switch se.t 40-60. low water cut-oui = If; a ppi ox
CC
0
LL
Z
z 0.
Lij z
c- 0
C L)
a,
FOR PRICES AND ORDERING INFORMATION SEE PRECEDING PAGES
JA
FDSQUARE]3COMPANY
3.93
2.78
100 0 co 71
it
J 0
C11
C28
1. 59
aue
SViNG NAZIUS tS 225 IN.
7YP0 FSr-2.Form M4
UNDERWRITERS LABORATORIES LISTED
2.05 1 1.39
52 35
a
ORDER DESK
VALVES ONLY
Manufacturers of Pumps and Supplies
2081 Frontier Trail
Anderson. CA 96007
(916) 365-2555
CALIFORNIA (800) 4,16-4800 N�AIX)NJAI. (800) 2?'2-!-!A'�1:
BALL FLOAT VALVES
ORDER
NO.
SIZE
WEIGHT
LB.
LI ST
PRICE
NET
1-10
NET
11 &UP
R400-1/2
1/2"
1
_$23.10
S11.55
$10.78
R400-3/4
3/4:1
S1 2.21) S1 1.47
29.74
14.87
13.88
R400-1
1.:
-R440-8
46.80
23.40
21.84
R600-1-1/4
1-1/4
1
107.14
53.57
50.00
R600-1-1/2
1-1/2"
4
107.14
5) 3.5 7
50.00
R610-2
2"
3
113.90
56.95
53.16
COPPER FLOATS
ORDER
SIZE
WEIGHT
LIST
NET NET
NO.
NO.
PRICE
1-10 11 &UP
R440-5
& UP
44j;1wo
S24.58
S1 2.21) S1 1.47
R440-6
6
1
28.80
14.40' 13.44
-R440-8
8"
1
79.83
39.93 3 7.2 7
*FOR THRU-HOLE ADD 40% TO NET
POLYPROPnENE ''FLOATS
ORDER
SIZE
WEIGHT
LIST
NET
NET
NO.
PRICE
1-10 Ill
& UP
PF5
5"
1
S9.32
S4.66
S4.35
PF6
6"
1
11.02
5.51
5.14
*PF8
8"
1
12.92
6.46
6.03
* FORTHRU-HOLE'ADD $4.03 EACH TO NET '
PIPE, VALVES & FITTINC,"S'
Sheet No. 1211.01
Effective r _C,(
Supersedes - 0-00
FACSI.'Oilf: ('116) �l(,
A f.,!: i!
INH I PRFS'_�URLS
125
105
85
65
VALVE
GALLONS
PER -MINUTE G. P.M.
R400-1/2"
36.0
30.2
25.,8
'22. 7
10.()
R400-3/4"
64.3
5 6.5
47.1
71
R400-1"
82.5
76.4
69.0
R600 ALI
160.
14 -'l.
1
SIZES
R 610
267.
241.
2-111.
.............
ALL PRICES AND SPECIFICATIONS
ARE SLJBIF.Cl
TO CHANGE VVITI-100i
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AP 02JA" -13- . . 1��m 4002:3
17M 1 7
1. Fire sprinkler installation and supply system shall comply with NFPA 13D-1999
Edition.
2. Where stored water is used as the sole source of supply, a tank float switch must
be set to maintain 10 times the minimum quantity of water determined by the
listing and calculations. (7 times for exception to section 2.1). Tank float switch
must be set to maintain ogallons minimum useable water storage in tank.
3. Provide adequate protection against freezing for system components outside or in
the unconditioned space.
4. The fire sprinkler system shall be tested for leakage at normal operating pressure.
5. Provide 1 extra sprinkler of each type used and a wrench.
6. Residential sprinkler heads must be at least 8 feet apart.
7. The owner is responsible for the condition of a sprinkler system and shall keep the
system in normal operating condition.
8. Sprinklers shall not be painted with the exception of those painted with factory -
applied coatings.
9. See plans and specifications for other requirements.
10. Minimum of a� � gpm required at -20 V psi.
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3995 Olive Highway
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Oroville, California 95966
(916) 533-2730 Lic. No. 305365
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