HomeMy WebLinkAbout066-360-097N. __
RESIDENTIAL SFD-Custom/Model
NEW SINGLE FAMILY 2903 ; GAR=113
[SWIMSHEW ROAD (SCc�hhe�► J
WHITE, MICHAEL
66 D
366 c
066-360-090 & 091
CERTIFICATE OF MERGER
EUGENE & MATILDE VESLEY
13735 NIMSHEW RD
MAGALIA 95.954
��. 59
CERTIFICATE OF MERGER -
NIMSHEW RIDGE RD MAGALIA
:.NEW PARCEL #:066=360=0
PARENT PARCEL # 066-360-091
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BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION (IV_1)#:(530) 538-4365 /1
OFFICE #:(530) 538-7601 FAX#: (530) 538-2140 f
WEBSITE: www.buttecounty.net\dds
= ; PROJECT IN_F_ORMATION
Site Address: 13743 NIMSHEW RD
Owner:
Permit No: B09-0256
APN: 066-360-097
WHITE, MICHAEL
Issued Date: 03/06/2009 By TMP
Permit type: MISCELLANEOUS
1304 ARTESE CT
Subtype: Fire Suppression
MODESTO, CA 95355
Expiration Date: 03/06/2010
Description: FIRE SPRINKLER SYSTEM FOR B(
Occupancy: Zoning:
Contractor
Applicant:
Square Footage:
SQUYRES WILLIAM F JR
SQUYRES WILLIAM F JR
Building Garage Remdl/Addn
P O BOX 3176
P O BOX 3176
CHICO, CA 95927
CHICO, CA 95927
(530) 345-1012
(530) 345-1012
Other Porch/Patio Total
FEE INFORMATION
DBOMSC Fire Protection Enginee $237.96
LICENSED CONTRACTOR'S DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
SQUYRES WILLIAM F JR 275206 / C16 / 10/31/2009
1 HEREBY AFFIRM UNDER PENALTY OF PE URY that I am licensed under provisions of Chapter
(commencing with Se ion 7000) of i ' ion 3 a e Business and Professions Code, and my license
is in fuII force and e
X 03/05/2009
Contractor's Signature Date
WORKERS'_ COMPENSATION -DECLARATION .
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
❑ I have andwill maintain a certificate of consent to se€f-insure for workers'
compensation, issued by the Director of Industrial Relations as provided for by Section
3700 of the Labor Code, for the performance of the work for which this permit is issued.
Policy No.
I have and will maintain workers' compensation insurance, as required by Section 3700
Of the Labor Code, for the performance of the work for which this permit is issued. My workers'
Carrier: State Fund Policy Number: 1617846 ' Exp. Date:10/01/2009
I certify that, in the performance of the work for which this permit is issued, I shall not
employ any person in any manner so as to become subject to the workers'
compensation laws o Califomia, and ree that, if I should become subject to the workers'
mpensatio rovisi ns Section 3 of the Labor Code, I shall forthwith comply with
X 03/06/2009
Signature Date:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATON COVERAGE IS
UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES
AND CIVIL FINES UP TO 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 DECLARATION
I hereby affirm under penalty of perjury that there is a construction lending agency for the
performance of the work for which this permit is issued (Section 3097, Civil Cade).
Lender's Name and Address
Lender's Name & Address
City State Zip
$237.96
Balance Due:
No:
$237.96
OWNER / BUIL ,.
DER DECLARATION
I F,ereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for
the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s)
(Section 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the
applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions
of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the
Business and Professions Code) or that he or she is exempt from licensure 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 U all of or U portions of the work, and the structure is not intended or offered for
sale (Section 7044, Business and Professions Code: The Contractors' State License Law does
not apply to an owner of property who, through employees' or personal effort, builds or
improves the property, provided that the improvements are not intended or offered for sale. If,
however, the building or improvement is sold within one year of completion, the Owner -Builder
will have the burden of proving that it was not built or
improved for the purpose of sale.).
I, as owner of the property, am exclusively contracting with licensed Contractors to
construct the project (Section 7044, Business and Professions Code: The Contractors' State
License Law does not apply to an owner of property who builds or improves thereon, and who
contracts for the projects with a licensed Contractor pursuant to the Contractors' State License
Law.).
I am exempt from licensure under the Contractors' State License Law for the
reason:
03/06/2009
TION
By my signature below, I certify to each of the following:
I am U a California licensed contractor or U the property owner' or U authorized to
act on the property owner's behalf
I have read this construction permit application and the information I have provided is
correct.
agree to comply with all applicable city and county ordinances and state laws relating
to building construction.
I authorize repres tatives of this city or county to enter the above -identified property
for in ec urp s. California Licensed Contractor, Property Owner' or Authorized
4 t 03/06/2009
FILE COPY
0
n
V t t,D ! o>; t7
BUTTE COUNTY
O�vTrF0 DEPARTMENT OF DEVELOPMENT SERVICES
0 0 BUILDING PERMIT APPLICATION"
0 0 OFFICE #: (530) 538-7541 FAX #: (530) 538-2140
o _`�''=�- o A FEE WILL BE REQUIRED AT TIME OF APPLICATION
Website: www.buttecounty.net/dds
c�U H PLEASE PRINT CLEARLY
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All
PERMIT
NO.
public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
OWNER INFORMATION
Last Namevlo t ( r
First Name
I
Mailing Address
city
State
Zip
Phone
Fax
E-mail
CONTRACTOR
ARCHITECT/ENG/NEER
Name r--
� � t- t f
5
72
Address _R o. e ox
31-71:)
Fax
City of + l CCj
State C 1�
Zip c( �q 27
Phone 5-3o s 3 ts--ib
Fa x53, -3,,S --J&30
E-mail W AS>W6
_(MAI L_ �bm
-7s-- 206
1 Class C-16
APPLICANT INFORMATION
ARCHITECT/ENG/NEER
Name
City
Address
Zip
city
Fax
State
Zip
Phone
Fax
E-mail
State License Number
APPLICANT INFORMATION
Name
Address
City
State
Zip
Phone
Fax
E-mail
APPLI ANT SIGNATURE
X
Ir
0
PROJECT LOCATION
API 066- 360--0 `)
Property Address M5ftt,� 9-D
city M A Li &
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
DESCRIPTION OR SCOPE OF WORK.
F(LZ=E s 1 N (c=tZ
r
Sq FT- Living Garage Open Cov
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use):
For office use only:
Zoning Flood Zone SRA Yes No
Occ.
Type Const.
Butte County Department of Public Works
J. MICHAEL CRUMP, DIRECTOR �*
LAND DEVELOPMENT DIVISION
Storm Water Managment Program
7 County Center Drive
Oroville, CA 95965
(530) 538-7266 Telephone
(530) 538-7171 Fax
www.buttecounty.net/dds
O
0
O
O
O
-qq%o�
ClC
National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm
Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment
[LESS THAN 1 ACRE 1
Reference Number: B09-0256 Date: 02/26/2009
Location: 13743 NIMSHEW RD By: TMP
Parcel Number: 066-360-097 Sub Type: Fire Suppression
Owner Name: WHITE, MICHAEL Phone:
Description: FIRE SPRINKLER SYSTEM FOR B08-1258
By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more
of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California
Regional Water Quality Control Board. Phased projects that contain multiple site buildouts 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 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 this project that disturbes one acre or
r
more.ofland , dcyiresult in revocation.ofrg adinQQ'*anzFd/or,othe "r,perinits or other santions provided by law.
Signed:W _
Title:
FILE
Date: 02/26/2009
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-2140 Fax
www.buttecounty.net/dds
NOTICE TO BUILDERS"
Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In
addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental
Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to
expedite your permit:
0 Make sure your application is complete.
0 Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes
without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not
started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to
expiration an indefinite number of times, provided construction progress has been documented by the Building Division during
each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In
order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking
and documentation may be required. Upon completion of work covered by this permit, please contact this office for final
inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is
issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY"
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if
the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for
Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn
before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to
process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the
permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund
amount) to determine no work was done.
Fee/refund information can be read on-line at hqp://municipalcodes.lexisnexis.com/codesibutteco/
**When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
Reference Number: B09-0256
Location: 13743 NIMSHEW RD
Parcel Number: 066-360-097
Date: 02/26/2009
Owner Name: WHITE, MICHAEL Phone:
Description: FIRE SPRINKLER SYSTEM FOR B08-1258
Signaturc of Applicant: AM Date: 02/26/2009
FILE
ENGINEERS : William F. Squyres, Jr: (530)`345-1012.
ADbRES9" : 166 E 3rd Street, Chico, CA 95928.
Date: 09-09-2008 File: C:\RESDEN56\White.RES
.JOB : Residential 2 Heads Flowing
DESIGN I SPRINKLER MANUF :.RELIABLE - RCF49, 16x16, K=4.9, P=7.0
MODEL RCF49
I DENSITY 0.05 Gpm/Sq Ft VALVE .0 Psi
AREA / SPR 256 Sq Ft DESIGN AREA 512 Sq Ft
SPRINKLER Q 13.0 Gpm METER .0 Psi
NODES 12 PIPES 12
SOURCE I STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 35 Cnm
DESIGN I.SPRINKLER MANUF : RELIABLE - RCF49, 16x16, K=4.9, P=7.0
MODEL RCF49
I SPRINKLER Q 13.0 Gpm VALVE .0 Psi
I SPRINKLER P 7.0 Psi METER .0 Psi
r BUTTE
COUNTY
FEB 2 6 222
DEVELOPMENT
1k SERVICES
NODE ELEVATION K- PRESSURE DISCHARGE
NO. Feet FACTOR Psi Gpm
----------------------------------------------------------- �-��-5�
1 10.0 4.9 7.0 13.0
2 10.0 4.9 7.1 13.1 B TTE-:- COUNTY
4 10.0 10.6 BUILDING of 19 jSj0j',.
5 10.0 11.5 APPROVED
A 10.0 12.0
B 10.0 13.7
6 10.0 13.9
7 10.0 14.3
8 10.0 15.4 ,
9 3.0 21.3 5.0 DOME
10 1.0 SOURCE 23.1 31.0
SPRINKLERS FLOWING 2
AREA PER SPRINKLER 256 Sq Ft
TOTAL DESIGN AREA 512 Sq Ft
MIN SPRINKLER FLOW 13 Gpm �O.��C,T�ON
REQUIRED DENSITY .051 Gpm/Sq Ft
COMPUTED DENSITY .051 Gpm/Sq Ft W •s® E -�
[e. t ire Pr ction 0
TOTAL SPRINKLER FLOW 31.0 Gpm tr In
TOTAL DOMESTIC FLOW 5 Gpm 0.275 06
p G16
TOTAL WATER REQUIRED 31.0 Gpm
OF CA1.tFo
TOTAL SPRINKLER PRESS 23.1 Psi '
WATER METER LOSS .0 Psi
VALVE-FT"XE D-I;OS'S-
Copyright(2008)
SUPPLY PRESS AVAILABLE 42.0 Psi by
DEMAND PRESS REQUIRED 23.1 Psi Hydronics Engineering
PRESSURE CUSHION 18.9 Psi 34119 Fremont B1 Suite 609
Fremont, Ca., 94555
MAXIMUM VELOCITY 8.8 FIS (800) 845-9819
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ENGINEERS : William
F.
Squyres, Jr.
(530) 345-1012.
ADDRESS :,166 E
3rd
Street,
Chico,
CA
95928.
Date:
09-09-2008
File:
C:\RESDEN56\White.RES
JOB :
Residential
F
2 Heads
Flowing
-
PIPE
BEG
FLOW
K-FACTOR
LENGTH
C-FACTOR
PRESSURE
NO.
Gpm
FITTING TYPE
FTG
FRI-LOSS
(Psi)
END
--------------------------------------------------------------
DIAMETER
TOTAL
(Psi/Ft)
1
q=
13.0
K=
4.9
L=
4.0
Pt
7.0
Pt
7.0
1
Q=
13.0-
F'=
L
F=
7.0
C= 150
Pe
.0
Pv
-.3
Vel=
6.9
D=
.874
TL=
11.0
.0941
Pf
1.0
Pn
6.7
3
----------------------------------------------------
Pt
8.1
2
` q=
13.1
K=
4.9
L=
3.0
Pt
7.1
Pt
7.1
2
Q=
13.1
F=
L
F=
7.0
C= 150
Pe
.0
Pv
-.3
Vel=
7.0
D=
.874
TL=
10.0
.0952
Pf
1.0
Pn
6.8
3 d
-------------------------------------------------------------
Pt
8.1
3
q=
.0
K=
.0
L=
19.5
Pt
8.1
Pt
8.1
3
Q=
26.0
F=
3R
F=
3.0
C= 150
Pe
.0
Pv
-.5
Vel=
8.8
D=
1.101
TL=
22.5
.1109
Pf
2.5
Pn
7.5
4
---------------------------------------------------------------
Pt
10.6
4
q=
.0
K=
.0
L=
1.0
Pt
10.6
Pt
10.6
4
Q=
26.0
F=
L
F=
7.0
C= 150
Pe
1.0
Pv
-.5
Vel=
8.8
D=
1.101
TL=
8.0
.1109
Pf
.9
Pn
10.0
5
--------------------------------------------------------------
Pt
11.5
5
q=
.0
K=
.0
L=
20.0
Pt
11.5
Pt
11.5
5
Q=
11.7
F=
3R
F=
3.0
C= 150
Pe
.0
Pv
-.1
Vel=
4.0
D=
1.101
TL=
23.0
.0254
Pf
.6
Pn
11.4
----------------------------------------'-
A
Pt
12.0
A
q=
.0
K=
.0
L=
53.5
Pt
12.0
Pt
12.0
6
Q=
11.7
F=
B7R
F=
12.0
C= 150
Pe
.0
Pv
-.1
Vel=
4.0
D=
1.101
TL=
65.5
.0254
Pf
1.7
Pn
11.9
B
--------------------------=----------------------------------
Pt
13.7
B
q=
.0
K=
.0
L=
15.5
Pt
13.7
Pt
13.7
7
Q=
-11.7
F=
BR
F=
6.0
C= 150
Pe
.0
Pv
-.1
Vel=
4.0
D=
1.101
TL=
21.5
.0254
Pf
.5
Pn
13.6
7
------------------------------------------------------------
Pt
14.3
5
q=
-.0
K=
.0
L=
53.5
Pt
11.5
Pt
11.5
8
Q=
14.3
F=
B7R
F=
12.0
C= 150
Pe
.0
Pv
-.2
Vel=
4.8
D=
1.101
TL=
65.5
.0365
Pf
2.4
Pn
11.3
6
-----------------------------------------------------------
Pt
13.9
6
q=
.0
K=
.0
L=
4.0
Pt
13.9
Pt
13.9
9
Q=
14.3
F=
L
F=*
7.0
C= 150
Pe
.0
Pv
-.2
Vel=
4.8
D=
1.101
TL=
11.0
.0365
Pf
.4
Pn
13.7
....... ............__.�. .................
7
__... __.._..._,..._ ..........
---------------------
---------------------------------------------------
COUNTY
BUILDING
DIVISION
APPROVED
n1umuNlu,'): KtbIL)ri1V'1'lAL VIM '611K1NKL�K H 'D AULICS S.'b - SUBMITTAL. Page 3
ENGINEERS William F. Squyres, Jr. (530) 345-1012.
ADDRESS : 166 E 3rd Street, Chico, CA 95928.
Date: 09-09-2008 File: C:\RESDEN56\White.RES
JOB : Residential 2 Heads Flowing
PIPE
BEG
FLOW
K -FACTOR
LENGTH
C -FACTOR
PRESSURE
NO.
Gpm
FITTING TYPE
FTG
FRI-LOSS
(Psi)
END
-------------------------------------------------------------------
DIAMETER
TOTAL
(Psi/Ft)
7
q=
.0
K= .0
L=
5.5
Pt
14.3
Pt
14.3
10
Q=
26.0
F= B
F=
5.0
C= 150
Pe
.0
Pv
-.5
Vel=
8.8
D= 1.101
TL=
10.5
.1109
Pf
1.2
Pn
13.7
--------------------------------------------------------------------------
8
Pt
15.4
8
q=
.0
K= .0
L=
7.0
Pt
15.4
Pt
15.4
11
Q=
26.0
F= 4RSL
F=
18.0
C= 150
Pe
3.0
Pv
-.5
Vel=
8.8
D= 1.101
TL=
25.0
.1109
Pf
2.8
Pn
14.9
---------------------7----------------------------------------------------
9
Pt
21.3
9
q=
5.0
K= .0
L=
115.0
Pt
21.3
Pt
21.3
12
Q=
31.0
F=
F=
.0
C= 150
Pe
.9
Pv
-.1
Vel=
3.2
D= 2.003
TL=
115.0
.0083
Pf
1.0
Pn
21.2
--------------------------------------------------------------------------
10
Pt
23.1
--------------------------------------------------------------------------
Meter
= .0
13
---------------------------------------=----------------------------------
Q=
31.0
<<<
SOURCE
>>>
Pt
23.1
E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly
Y
/v
App"POV
HYDRONICS.: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.6 - SUBMITTAL.
ENGINEERS : William F. Squyres, Jr. (530) 345-1012.
ADDRESS : 166 E 3rd Street, Chico, CA 95928.
DATE : 09-09-2008 FILE : 'C:\RESDEN56\White.RES
JOB : Residential 2 Heads Flowing
PSI
100
90
80
70
60
50
40
30
20
10
-0
FIRE SPRINKLER HYDRAULIC GRAPH
10 15 20 25 30 35 40
FLOW - Gpm
c ) Water Supply
Static 50.0
Resid 40.0
Flow 35.0
® Water Demand
Avl Pr : 42.0 @ 31
Req Pr :.23.1 @ 31
Pr Cush : 18.9
Copyright: Hydronics Engineering, 2008--
34119 Fremont Bl, Suite 609,
Fremont, CA. 94555.
(800) 845-9819.
45 50
Bulletin 006 Rev.l]
IMlodel 'RFC43 (SIN RA0612)
Model RFC49 (SIN RA0616) 3
Flat Concealed
residential Sprinklers M
A Concealed Residential
Sprinkler engineered for a
minimum design density.
Of 0.05 gprn/f'e with low GPM
requirements.
Features
1. Very low water flow requirements.
2.1/2" (13mm) Total. adjustm-ent.
3. Thread-On/Thread-Off or
Push-On/Thread Off
cover attachment option,
4. Smooth aesthetic ceiling profile.
5. Available in brass, chrome and
black plated or painted finishes.
Listings &Approval
1. Listed by Underwriters Laboratories,
and certified by UL for Canada (cULus)
2, NYC MEA 258-93-E
UL Listing Categories
Residential Automatic Sprinklers
UL Guide Number
VKKW
C49
Thread 3i) I K I Sprinkler
Inch mm Factor sp (Inp
ft
'/2"15mm
f
4.9
12 x 12
'/a" 15mm;
4,9
14 x 14
Ya" (15mm
4.9
16x 16
Yx" 15mm
4.9
18 x 18
z" i5mm
4.9
20 x 20
Note; 1 bar = 100 Kpa
Maximum Minimum
Distance Distance between
to Wall ft. (m) I sprinklers, ft, (m)
6
7
8
9
10
Minimum Required
Sprinkler Discharge
FlowPress.
gpm (ppm) Psi (bar)
13 7.0
13 (49) 7.0
13 49 7.0
17 (64.3) 12.0
20 (75.7) 16.7
Basic Principles of
Solvent cementing
The solvent cemented connection in thermoplastic
pipe and fittings is thc•lastwital link: in I pl istic••pipe
installation, It can mean the success or failure or
the system as a whole: /accordingly, it requires Lhe
s�une professional cf:u'e ;111d atter Ilion I h11 ,ire givlrt I
to pther components of the SyStcn).
There are, many solvent cebnentiny leCIII'liques
published covering step by step procedures on just
how Lo make solvent cemented joints. I.lawcver,
we feel that if the basic principles involved are
explained, known and understood, a leper
understanding would be gained, as to what
techniques are necessary to suit particular
applications, temperature conditions, and variations
in size and fits of pipe and fltings:
Be aware at all times of good safety practices.
Solvent cements for pipe and fittings are flammable,
so there should be no smoking nor oil )er Sources
of heat or flame in..worl:ing or storage areas. Be
sure to work only fn a well ventilated space and
avoid unnecessary skin contact with all solvents.
More detailed safety information is available from
Harvel or IPS (Weld -On) Corporation. ,
To consistently make good
joints, the following should
be carefully- understood.
1 The joining surfaces must be softened
and made semifluid.
2 Sufficient cement must be applied to fill
the gap between pipe and fitting.
3 Aseml5ly of j5ipe and Fittings must be
made while the surfaces are still wet
and fluid,
4 Joint strength develops as the cement
dries. In the tight part of the joint the
surfaces will tend to fuse together, in
the loose part the cement will bond to
both surfaces.
These areas must
be softened and
penetrated
WI )(!n 1 rsit g Ihr. C)NE S I fit'
renlenliny ptorms, penelralion ar rcl
soflening Call be achieved by the
cement itself (u:arl UNE S IVI
renrentiny prmr:eclures carafrddy;
refer to Insiallatic,n instruclionsi. for
LCI laic 1 %i)nS, ut (der r.civill 1
condilions, it stay be desiiable io
rise the 1WO STEP process wtrich
utdlfzes a primer to ensure adequate
soflening, for example, when
wofkirlg in cold weather will large
diameter pipe, mune time incl
additional applications may he
requited.
Cement coatings of
sufficient thickness
1
More 111,111 %UffiCirt11L remelt to fill
tl to loose part of the joint. must he
applied. nesicies lilliny lite yap,
adequate cement layers will
I IN tilt rte. II 1e. a u far, es arn1 alta
ICI II'rir l wr'I 1.11oil Ilse julnl 1%
asset libled. f'love this yourself.
Apply on the lop surface of a piece
of pipe two separate layers of
cement. First flow on a heavy layer
of re, menta it alrtnc)sirl(, it a 11,11,
every 15 seroluls or so by a yet rile
lap with your finger. You will note
Ilial the Min layer heconics tacky
arid then dries quickly (probably
will tin 15 seconrls) 'I he I navy layer
will remain wet much longer. Now
check for pet tetralion a few minutes
alter applying (hese layers. Scrape
then, will) a knife. The thin layer
Will I lave aca ieverl little 1,r no
penahalion. 'rhe heavy one. numb
more penetration.
Surfaces must be
assembled while they
are wet and soft
If tire cenrclit coatings on the pipe
and fillings are wet and fluid when
assembly takes place, tlaey will lend
to flow together and become one
layer. Also, If the cement is wet the
surfaces beneath therm will still be
soft, anrd it suftened surfaces in
the tight part of thejoint will lend
to fuse together.
Surfaces
Dorn
FLISM
As the solvent dissipates, the
cement layer and the softened
sur f,'ces will I Carden with a
corresponding increase in joint
sit ength. A good joint will take the
required working pressure long
before 11 10 joint is fully dry arid final
s11011011 Is nhlained. In the. tight
(fused) part of the joint, strength
will develop more quickly than in
the looser (bonded) part of the
joint. Information about the
development of bond strength of
L.,
T.
3L fir_
The 0 UALITY Line
® The Symbo,' of Protection
f 01
US Patent No. 6,471,255
Stock No. 1113555
1113600 W/TSK
FOR SMALL PIPE
VSR—SFG
VANE TYPE WATERFLOW ALARM SWITCH
WITH RETARD ANT) r_T .T TV—TAT r Twrrnwr
CUL, UL and CSFM Listed, CE Marked, NYMEAACC EPTGD
Service Pressure-, Up to 175 PST (12,07 BAR)
Minimum Flow Rate for Alarm: 8-10 GPM (30-38 LPM)
Maximum Surge: 18 FPS (5,5 m/s)
Enclosure: Die-cast, red powdercoat finish
No. 1113555: Cover held in place with tamper resistant screws
No. 1113600 - Tamper: Cover incorporates micro -switch.
Cover Tamper: Activated by cover removal.
Cover Tamper Switch Contacts: One set SPDT, Rated
at 250VAC.
Cover Tamper Switch Terminations: 8" 22AWG wire
feuds.
Contact Ratings: Two sets of SPDT (Form C)
15.0 Amps at 125/250 VAC
2.0 Amps at 30 VDC
Conduit Entrances: TWO knockouts provided for 1/2" conduit.
Usage: Listed CPVC plastic piping systems manufactured by Central
Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufactur-
ing Co., and IPEX (Scepter).
Fits pipe sizes - 1,% 1-1/4", 1-1/2" and 2"
Environmental Specifications:
• Suitable for indoor or outdoor use with factory installed gasket
and die-cast housing.
Service Use:
Automatic
• For NEMA 4/IP55 rated enclosure - use with appropriate conduit
fitting and/or plugs.
3 Sprinkler
One or two family dwelling NFPA-13
Tcmperuture range: 40° F.to 120° F (4,5° C to 49° C)
NFPA-13D
Residential occupancy up to four stories NFPA-13R
Caution: This device is not intended for applications in explosive envi-
National Fire Alarm Code NFPA-72
ronments.
The Model VSR-SFG is a vane type waterflow switch for use on wet sprin kler
systems using CPVC plastic fittings manufactured by Central Sprinkler
---------------
operation of the VSR-SPG. Sec Fig. I.) Wait 2 to 4 hours to
Corp., Grinnell Sprinkler. Corp., Spears Manufacturing Co., and IFEX
(Scepter) that use I ", ]-1/4",
allow the
glue to dry before attaching the VSR-SFG to the 1" male fitting. Select the
proper paddle for the e
1-1/2" or 2" pipe sizes. It is equipped with a
union to accommodate installation in confined spaces.
pipe size and type of TEE used. See Fig. 3 and Fig.
for instructions on how to change paddle. Verify that the o -ring is
The unit contains two single ole double throw snap action switches and an
6 P p
adjustable, instantly
properly
on the union after
positioned in its e.I direction to hten the nutdetcet
device in theappropriate
recycling pneumatic retard. The switches are actuated
when a flow of 8-10 gallons
ow as shown in Fig, tie
CAUTION: Do not over -lighten the
per minute (30-38 liters per minute) or more
occurs downstream of the device. Tile flow condition must
union nut, Ilan d tighten onl1
The vane must not rub they
inside
exist for..&period
of time necessary to overcome the selected retard period.
of the TEE or bind in any way. The stem
should move freely when operated by hand.
INSTALLATION: These devices maybe mounted on horizontal or vertical
pipe. On horizontal pipe they should be installed on the top
INSPECTION AND TG
TESTING:
the inspector's test valve the le
lin
side of the pipe
where they will be accessible. The units should not be installed within 6" (15
OfSprinklerhe
or the drain and
end valve
test
is sprinkler line or the drain and test
connection, if an inspector's lest valve is not
r
cm) ofa valve, drain or fitting which changes the direction of thewaterflow.
The unit has a I "male fitting fur
provided.
If there are no provisions for testing the operation of tale flow
gluing into a CPVC plastic TEE.
Loosen the union nut and separate "
deteco
device on the system, application of tile ti n
e VSR-Sris not recommended or
advisable.
the I male fitting from the VSR-SFG.
Glue the I" male fitting into the TEE following the TEE manufacturer's
instructions for
The frequency of the inspection
preparation and gluing of CPVC piping systems. (NOTE:
Thc=1=male:.lxting-must-Uottom ou-on-thc-sto)i of"tfie -" "' """'
and testing and its associated protective
monitoring system should_b_e__in-accordance-With the-applicable="NFPA=
'Codes"
TEE for proper
---- ---
ooi3-Staridards'and%or authority havingjurisdiction (manufacturer
recommends quarterly or more frequently).
5 1 � 14�JUV U if
r t••a �`
Potter Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 Phone: 800-325-3936/Canada wwvA
888-882-1833g•
nitcrsi6I.r�
PRINTF[) IN USA
MITT. 1/88001109
I . ,
rl '1 a,f/1r ., ,.• � �n
,,I
- IWV P "
MFG. 1/5401062
- 11/05 PAOE 101: 2
■■��■���+���N AND MAINTENANCE INSTRUCTIONS
SSM and SSV BELL Series
Specifications
SSM. Series:
Voltage:
Operating Voltage Limit:
Maximum Current:
Operating Temperature:
SSV Series:
Voltage:
Operating Voltage Limit:
Maximum Current:
Operating Temperature:
24 VDC SSM
SSM24-6
SSM24-8
SSM24-10
120 VAC SSV
SSV120-6
SSV120-8
SSV120-10
P = Polarized
S - Suppressed
(6", 24 VDC, P, S)
(8", 24 VDC, P, S)
(10", 24 VDC, P, .S)
(6", 120 VAC)
(8", 120 VAC)
(10", 120 VAC)
Regulated 24 VDC
16 - 33 VDC
DC - 31.1mA/FWR - 53.5mA
-310 to 150°F (-350 to +66°C)
Regulated 120 VAC
96 - 132 VAC
53 mA
-31° to 150°F (-350 to +66°C)
UL Reverberant Room
Sound Output per UL 464 (dBA)
82
80
81
85
82
82
Important
Please Read Carefully and Save
This instruction manual contains important information
about the installation and operation of bells. Purchasers
who install bells for use by others must leave this manual
or a copy of it with the user.
System Sensor supplies bells for nearly all sprinkler/fire
alarm/burglar applications.
These instructions apply to all System Sensor bells in the
series. Read all instructions carefully before beginning.
Follow only those instructions that apply to the model you
are installing.
CAUTION
Do not use in potentially explosive atmospheres.
Do not leave any unused wires exposed.
)770-11-00
Z�SysTow
SE,VSQ
R
3825 Ohio Avenue, St. Charles, flllnols 60174
1-800-SENSOR2, FAX: 630-377-6495
www.systemsensor.com
NOTE: All SSM Series DC bells were only tested at the
16-33 Volt-DC/FWR limits. All SSV Series AC bells were
only tested at the 96-132 Volt AC limits. This does not
include the 80% low-end or 110% high-end voltage limits.
General Description
The National Fire Protection Association has published
codes, standards, and recommended practices for the
installation and use of the above appliances. It is recom-
mended that the installer be familiar with these require-
ments, with local codes, and any special requirements of
the authority having jurisdiction.
These bells are intended to be connected to alarm indicat-
ing circuits of UL listed fire alarm control panels. The SSM
Ise ries is polarized to enable supervision of the installation
wiring. The SSM. bells require 24 VDC and the SSV bells
require 120 VAC.
156-0674-OOBR
FIG. 23
HANGER FOR C.P.V.C. PLASTIC PIPE
DOUBLE FASTENER STRAP TYPE
Size Range - 3/4" thru 2" C.P.V.C. pipe.
Material -Carbon Steel with_galvanized_finish..G-90.govt spec.
Function - The Fig. 23 and Fig. 24 are intended to perform as a
hanger/restrainer to support only C.P.V.C. piping used in
automatic fire sprinkler _Iamhalns
Fig. 23 and Fig. 24 can be installed on the top or on the bottom
of a beam. The Fig. 23 can also be installed on the side of a
beam
The Fig. 23 and Fig. 24 can also function as a restrainer to prevent
the upward movement of the sprinkler head during activation.
Approvals - Underwriters' Laboratories listed to support fire
sprinkler piping. Meets and exceeds the requirements of
N.F.P.A. 13, 13R, and 13D.
Features - The Fig. 23 and Fig, 24 incorporate features which
prot2tt t a ion. he flare edge design
C.P.V.C. A
'IPE SIZE FIG. 23
_3/4 3 1/8
MATO 1MI
2
REVISED 3/94
B
FIG. 24 FIG. 23 FIG. 24
2-5f 16 1-91.16 1-5/32
4-3/16 3
n
.AR
4-7/8 3-1
FTG. 24
HANGER FOR C.P.V.C. PLASTIC PIPE
DOUBLE FASTENER STRAP TYPE — SIDE MOUNT
protects the C-P.V.C. pipe from any rough surface.
The .Fig..23-design-incorporates snap-retainers-allowirrg easier
and faster installation.
The Fig. 23 and Fig. 24 are easily attached to the buildingstruc-
tura Dicing tho Ji, n 1».yad_ tlar�adig �crears—furred.
with the produ:t It is recommended that rechargeable electric
drills fitted witF a hex socket attachment be used as installation
tools. No impa.yt tools (such as a hammer) or impact fasteners
(such as drive screws or nails) are allowed. Damage has been
known to result from installations using impact type tools. No
pre drilling of a pilot hole in wood is required.
Order By - Fig -.ire number and C.P. V.C. pipe size.
Patents Pending
'-Hardened her head self threading screw is furnished with the
product and is the minimastenersize_occepta.ble.
C
FIG. 23 FIG. 24
1-3/16 1-3/16
MAX HANGER
SPACING
5-1/2
1-1/2 1-316 1-3/16 6 1/2
. ,..
2-7/16,1.27/32 _116 13/16
FASTENER APPROX
h1EX HEAD WEIGHT
SIZE PER 100
5/16 9
6 11
5/16 15
APPLICATIONS
Specifically designed for the
following uses:
• Water circulation
• Booster service
• Liquid transfer
' spraying systems
• Jockey pump service
• General purpose pumping
SPECIRCATIONS
Pump.
Capacities: to 50 GPM.
• Pressures: to 94 PSI
(217 feet).
• Pipe connections:
1% suction
1• discharge.
• Temperatures: to 1 Boal,
(82"G) max.
• Maximum working
:pressure:_:125:.PS11.- ...
• Rotation: right hand, ie;
clockwise when viewed
from motor end.
Motor
• NEMA standard V+-2 HP,
1151230 V, 60 Hz.
• Single phase.
• 3500 RPM.
• Built-in'ovedoad with
automatic reset.
• Capacitor type.
• Stainless steelshaft.
FEATURES
Multi -stage Design:
Provides steady, quiet and
vibration -free operation for
years of•trouble•lree service. .
Impellers: 20% glass -
r t•'ll'•�,II•�
' ryy aa r
gau HSC
Stainless Wei Pump
Shalt: Hex design provides
Positive drive for impellers
and eliminates clearance
adjustments,
' Corrosion (iesistant:
Stainless steel wear rings
and coverplates. Electro -
coated paint process applied
Inside and out and then
baked on.
0 -rings: Throughout for
positive sealing.
Easy to Service: Can be
taken apart for service by
removing four bolts.
COMPONENTS
Item NO. Description
1. Mecimnical seal
2 Corrosion rcaistant
impellers
3 Rugged cast iron
construction
d Deciro•coat paint
5 stainless steel
hex chart .
6 stainless steel
wear rings
1 Stainless steel'
cover plates
filled thermoplastic precision
f u v
Motor: Close coupled e o nog seals
molded for high efficiencies,
design. Ball bearings cam 9 Impeller boll and
Compact Design= Close -
all radiallaxial thrust loads. Washer
coupled; space saving
Desidned•lor continuous
design provides easy
operation. All ratings are
:installation: -Flexible -coupling
wi.thin..worl(ing.limits.of_the
and bedplate not requited.
mritor.
Mounting: Can be
; 4;
t d �l
HP Model Staves
�toun a l e cal or
_ht7.17ZLntaLp9BltlDn. 3. HsCO7 2
1 HSC10 2 -
:: HSCi6 2
2 NSC20 3
Or IN, U�.
a 6
Effee ive Juna• 1994
15308910-e93
P-02
Multi -'s
kromd'dfilgal pump
HSC
P?MP-NSIONS AND-ViGHTj
_7
HP
V4
Length wroth
Height
Wt.
..............
53 auTm, C*um'ry
17
40IN
G cwsir
HIQ20 2
( A: Jimensions ailil In Indlea-and
19
welght In Ibs. E)o
75 ppm
A v
not use for constrifallon
purposes.)
60
CURVE
FEET
TO CONVERT FEET
OF WATER TO' PSI —
DIVIDE FEET BY 2.31
Jv 4U 50. 60' 76 GPM
2. 4
10 2 �'14 16 M2/hr
4
CAPACITY
VIATCA Trc"NdL00I9j$.QFj0up
- \M --A NGW YOM 13148 E,p;6IFI0ATI0IIIi6 ARE SUBJECT TO
OIIANOE WIT UP NOTICE. PRINTED IN U.S.A
' - �,._ ."P:':. - — :4f �S= _ _ _ _ _ _ _r., ?rte 1.• _- _ ,, .
.r. -...c. -:r. ^�_7'•'�..= - - - - _moi"• ,•w..- -�7x. a:`:-)<'��,,;'.:'i��;S_f-`;r��.w"?':: _r'.. _c�, -
- _ ::y ._. .-z.t •.�15-'.'-`_ }_,,.. -~�s j.T _-z ^s:.-_--►��!"�r_�:,' . _ - �i•�:•' a, _ ''+� r.
:r^%:.c.� 1--'`N:='r;�; `fptgT••:._: ; :- :`_._,L`.�% �,:. fir• �� � _. .
_;�„F�.m �::. , .,_- :� ' "`:5: 'E : _.moi•' y, .:�-%n' �L,=.S'= =' -?*. '>K %:_: t � �1, -
-_ __`-r1~''-.'`_ •.?T•-�--t ::1.'�' i�.��•,:�' ..L�•�.'S.•..-ski �.-: ((�
--•r ,rte: ���������-X�t�� - _ - _ _ - :-_-. -, _ _ - _ .. _
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;r ._�`- O�r.e: 1L00•�tY'-:'I•r :•r :)^,s:` :r'- -
OEM
-�' e . it .Y=w•r['Y _'y�Soo
5000
5000,'
list '� �l'�. �i::�_il••:1�_ :t'�1: .- �-:}:�,<•�.�' � �S
f '.s _ -�i� •�$-,�1•`•; .•_..•-.. cam'_.__ .G..t: •�� i•a� ��
FILL BOTTOM TOP l T WATER WEIGHT V TANK �.{i�= _ ' • _
GALLON
CAPACITY DIAMETER HEIGHT OPENING FITTING FITTING PART NO. BLACK AVAILABILITY
305 46" 49" 16" 11%" 40702 E, F, H, L
• r_
550 67" 42" 16••
40-'0 3 E, F, H, L `
1000 64" 79" '16" 2„ 40892 E .
1100 8� 51 ' - 6' _ = 40704 E, F, H, L
i'
1550 87" 65" 16" 2" 1/2" 40627 E, F, H, L
2500 95" 89" 16" �" 1'/2" 40631 E, I.. H, L
3000 9'"
107„ 16" 2"
1'/2"
40635 E, F, H, L
5000 1.41"
8' " 16" ?„
11/,
40945 L
r `
5000 102'
152" 16" -
1'/2"
40641 - E, F, H, L
_
`
• ,•anl: A�'ailabilih' Key-:
.
E=Shac�nee, OK • F=Tooe:e, L i
• H=lVashoucral, lk-%
L=Hanford, CA
_=MYC.'�ndh72'Y
FA
Jeffrey G. Vesely
2030 E. 4th St. Suite 145
Santa Ana, .CA 92705
Dear Mr. Vesely:
LAND DEVELOPMENT DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397
TELEPHONE: (916) 538-7266
FAX: (916) 538-2140
February 28, 1994 -9&1
RE: LAP 066-360-091
APPLICATION FOR DETERMINATION
I
At the regular meeting of the Butte County Development Review
Committee held on February 28, 1994, the Commmittee granted a
Certificate of Compliance for the above -referenced property. There
are no conditions.
There is a fifteen -day appeal period before this certificate can be
recorded, unless you sign and return the enclosed waiver, waiving
your right to appeal the committee's decision.
Should you have any questions regarding this matter, please contact
this.office at 538-7256.
Very truly yours,
Stuart Edell
Manager,Land Development Division
Department of Development Services
SE/ds
cc Planning Division
Environmental Health Department
Building Department
Sierra West Surveving
REVISIONS BY
DRAWN
','as
CHECKED
DATE
9- 4 -Ob.—
SCALE ..__.
y`L t I
-
a8 NO.
T�
SHEET
E
A
F
MA TIOINAL /RINTFAST NO. 186A _24x3t!m*_
BUTTE
t COUNTY
FEB 2 6 2�
.. DEVELOP11,7ENT
s SERVICES
a
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t
1
A
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7
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i
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60
SYMBOLS L___J
O FI/usm cep HEAD
L-- PIPE f4bow ��
--1- P F PE Tee (YIP6TVR C7 6&47- Rooms
-�—h PIPE WA46E" (TYP)
19 RISER r
Q fEr p L114E-VERT 40 01 0
• B£! -L = i
c*- MTD nxT o
O EXNRU5T FAMRum FUM r
►PX
WL1144 FAN ° ° o °
O
CLdSLf GLO�� -
tt �
A7 O 0 1{
O 'R O
° r
-i
LAUNPAY
U% 16 F t1L
3I 0_ _
G -G 3/y -G
1F
j, X
LO L
. F I K A I
NOTES:
1. System to be installed per N.F.P.A. 13D, Manufacturers specifications,
and local A.H.J.
2. System provides protection in selected areas only as per N.F.P.A. criteria
3. All piping to be "listed" CPVC or equiv.
4. Pipe hangers to be "Tolco" or equiv.
5. Freeze protection, carpentry and electrical by others.
6. Riser to be installed in "stud bay" within indicated wall.
7. Exact pipe run lengths and head location subject to field verification.
8. Heads to be Reliable RFC 49 WELL
Flows based on a 16'X16' grid pattern. (see attached calcs. And spec. sheets)
9. All pipes to be 1" diameter unless otherwise noted.
10. All ceilings are flat and 9'0" in height, unless otherwise noted
11. "Tolco" pipe hanger spacing per attached manufacturers spec. sheet.
a) The maximum from hanger to the end of line on'/." CPVC pipe is 9"
b) The maximum from hanger to the end of line on I" CPVC pipe is 12"
c) The maximum distance between hangers on 1" CPVC pipe is 6'- 0"
d) The maximum distance between hangers on %" CPVC pipe is 5'- 6"
12. Total heads required = 21
13. Future Additions of heat sources, like gas or wood burning stoves, should be
installed according to N.F.P.A. 13D residential sprinkler installation guide,
)< 71 P"1"1LD VN F". 1,100" VLLA3%P"i"1G
i
REVISIONS BY
r - -
.._ � .