HomeMy WebLinkAbout041-420-04066
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FB06-2833
MI SCELL�
MI§CELLANEOUS HVAC Change out
il
3165P.
CHANGE OUT HVAC UNIT
3,N80E
3784 W. BRAN(�H LN
BAKER, THOMAS'L & JANET'M
bff W/S Clark Rd., oppos. Clear Creek C e e
MISCELLANEOUS Electrica
(new, sin+glffami1j1y),
(*RENEWAL)
TEMP POWER POLE �(MkE DAMAGE)
3784 W BRANCH LN
BEAKER, THOMAS L & JANET
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SOX Compdi4y
3995 Olive Highway, Oraville C. -3L-
-530-533-2730. /
a_530-533-2730./ 530-534-1608 (Fax)
Ca_Lic_ 305365 C-10, C-16., -C-36
residential Fire Sprinkler
with ]Pump & Molding .Tank
1 _ CALCULAT I ON S
2- SPRINKLER HEAD S
3_ _ SPRING LOADED CHECK VALVE
1. 4.- WATER TEST GUAGE
5- 2 POLE FLOW SWITCH
G _ ALARM BELL
7- S PARE HEAD CAB I NET
8- BOOSTER PUMP
9- PRES SURE SWI TCH
1 0 _ TANK F I LL CONTROL
1 1 - HOLD I NG TANK
09- 0s&? o
t
00'-Mp,�IFORNIAS,
RESIDENTIAL FIRE SPRINKLER
SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 305365
PER REQUIREMENTS OF NFPA 13D, 2002 EDITION '
WHEELER CONSTRUCTION
P.O.BOX 5262
OROVILLE CA. 95966
BAKER HOME
3784 WEST BRANCH LN.
BUTTE VALLEY .
CALCULATED FOR 2 HEADS 4/13/09
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 =
50
0
GATE VALVE =
0
1
CHECK VALVE =
6
2
ELBOWS =
18
2
COUPLINGS =
2
0
TEES (RUN) =
0
0
TEES (BRANCH) =
0
20
TOTALS =
76
FT.
FT.
FT.
FT.
FT.
FT.
FT.
FT. X .0178
,DEDUCT HEAD LOSS FOR ELEVATION
( 12 FT. X 0.434 )
DEDUCT PRESSURE LOSS FOR PIPING FROM
CONTROL VALVE TO FARTHEST SPRINKLER
PIPE
SECTION ONE
EQUIV.FT.
---------
----------------
1''
PIPE =
90
FT.
2
ELBOWS =
14
FT.
0
COUPLINGS =
0
FT.
6
TEES (RUN) =
6
FT.
4
TEES (BRANCH) =
20
FT.
TOTALS =
130
FT.
BRAND OF HEADS = TYCO LF -II
45
- 1.35 43.65
- 5.21 38.44
X .1067 -13.87 24.57
K FACTOR OF HEADS USED = 4.9
EQUIVALENT FEET CALCULATED @ 2 HEAD
2 HEAD = 26 G.P.M. FLOW ( 13 G.P.M. EA.)
FRICTION LOSS `C' FACTOR = 150
MINIMUM PRESSURE REQUIRED
G.P.M,. - P.S.I. CONVERSION FORMULA:
(G.P.M./ K FACTOR)2 = P.S.I.
PRESSURE AVAILABLE IN SYSTEM
= 7.04 P.S.I.
= 24.57 P.S.I.
BUTTE OUNTY l
RESIDENTIAL FIRE SPRINKLER
SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 305365
PER REQUIREMENTS OF NFPA 13D, 2002 EDITION
WHEELER CONSTRUCTION BAKER HOME
P.O.BOX 5262 3784 WEST BRANCH LN.
OROVILLE CA. 95966 BUTTE VALLEY
CALCULATED FOR 1 HEADS 4/13/09
--------------------------------------------------------------------------------
WATER SOURCE IS WELL & HOLDING TANK
WATER PRESSURE IN HOLDING TANK
45
DEDUCT PRESSURE LOSS FROM SOURCE
TO SPRINKLER CONTROL VALVE
MAIN SECTION EQUIV.FT.
1-1/2'' PIPE = 50 FT.
-
0 GATE VALVE = 0 FT.
1 CHECK VALVE = 6 FT.
2 ELBOWS = 18 FT.
2 COUPLINGS = 2 FT.
0 TEES (RUN) = 0 FT.
0 TEES (BRANCH) = 0 FT.
TOTALS = 76 FT. X
.0049 - 0.37
44.63
DEDUCT HEAD LOSS FOR ELEVATION
( 12 FT. X 0.434 )
- 5.21
39.42
DEDUCT PRESSURE LOSS FOR PIPING FROM
CONTROL VALVE TO FARTHEST SPRINKLER
PIPE SECTION ONE EQUIV.FT.
---------
1'' PIPE = 90 FT.
2 ELBOWS = 14 FT.
0 COUPLINGS = 0 FT.
6 TEES (RUN) = 6 FT.
4 TEES (BRANCH) = 20 FT.
TOTALS = 130 FT. X
.0296 - 3.85
35.57
BRAND OF HEADS = TYCO LF -II
G.P.M. - P.S.I.
CONVERSION FORMULA:
K FACTOR OF HEADS USED = 4.9 -.
(G.P.M./ K
FACTOR)2 = P.S.I.
EQUIVALENT FEET CALCULATED @ 1 HEAD
1 HEAD = 13 G.P.M. FLOW ( 13 G.P.M. EA.) -
FRICTION LOSS 'C' .FACTOR = 150
MINIMUM PRESSURE REQUIRED = 7.04 P.S.I
PRESSURE AVAILABLE IN SYSTEM = 35.57 P.S.I./
W CT�il :4o (-'Nlf v
APP- Pr`O,,�F-D
tqcoFire & Building
Products
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.
Page 1 of 4
WARNINGS
The Series LFII (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
ii
their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
relative to any questions.
Sprinkler/Model
Identification
Number
SIN TY2234
Technical
Data
Approvals:
LIL and C -UL Listed.
Maximum Working Pressure:
175 psi (12,1 bar)
Discharge Coefficient:
K = 4.9 GPM/psis/2 (70,6 LPM/bar'12)
Temperature Rating:
155°F/68°C or 175°F/79°C
Finishes:
White Polyester Coated,
Chrome Plated, or Natural Brass
Physical Characteristics:
Frame . . . . . . . . . . . . . Brass
Button . . . . . . . . . . . Bronze
Sealing Assembly . . . . . .
Beryllium Nickel w/Teflont.y
Bulb . . . . .' . . 3 mm 'dia: GIU1'f*TF° 'aol—M fy
Compression Screw .... Bronze. 6u6{$t`
JULY, 2002 A' " E TFP400
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 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 -UL
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 in
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
deflector -to -ceiling distance is permit-
ted for NFPA 13D and NFPA 13R ap-
plications where the sprinklers are lo-
cated in closets.
TFP400
(2,4 m). The maximum spacing be-
tween sprinklers cannot exceed the
length of the coverage area (Ref. Table
A) being hydraulically calculated (e.g.,
maximum 12 feet fora 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 1/16 inch
(1,6 mm).
A leak tight 1/2 inch NPT sprinkler joint
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,$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 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.
Sprinkler Spacing. The minimum Step C. Tighten the sprinkler into the
spacing between sprinklers is 8 feet spr nkler fitting using only the W -Type
11LJ6.'�v
Minimum Flow (b) and
Minimum Flow (b) and
Maximum
Maximum
. Residual Pressure
Residual Pressure .
Coverage
Spacing
For Horizontal Ceiling
For Sloped Ceiling ..,,
Area (•)
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°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)
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)
(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 -UL
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 in
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
deflector -to -ceiling distance is permit-
ted for NFPA 13D and NFPA 13R ap-
plications where the sprinklers are lo-
cated in closets.
TFP400
(2,4 m). The maximum spacing be-
tween sprinklers cannot exceed the
length of the coverage area (Ref. Table
A) being hydraulically calculated (e.g.,
maximum 12 feet fora 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 1/16 inch
(1,6 mm).
A leak tight 1/2 inch NPT sprinkler joint
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,$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 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.
Sprinkler Spacing. The minimum Step C. Tighten the sprinkler into the
spacing between sprinklers is 8 feet spr nkler fitting using only the W -Type
11LJ6.'�v
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
ScrewT 2.1/4"
6- Deflector' 3 (57,2 mm).
7.• Ejection Spring
4* 7 711-5/8'
(41,3 mm) WRENCH STYLE 20
' Temperature
5
rating is
indicated on
6.
Deflector.
.FLATS RECESSED
ESCUTCHEON
CROSS SECTION PENDENT RECESSED PENDENT
FIGURE 1
SERIES LFII (TY2234) RESIDENTIAL
PENDENT AND RECESSED PENDENT SPRINKLERS
2.7/8' DIA.
7/1611/8" (73,0 mm) 1/2" (12,7 mm)
(11,1t3,2 mm) 2.1/4" DIA. 1/4"(6,4 mm)
FACE OF (57,2 mm)
SPRINKLER MOUNTING
FITTING PLATE
LL
MOUNTING
SURFACE 1/8"
(3,2 mm)
CLOSURE TY2234 1.3/8" (34,8 mm)
1.1/8" (28,6 mm)
FIGURE 2
STYLE 20 RECESSED ESCUTCHEON
FOR USE WITH THE SERIES LFII (TY2234)
RESIDENTIAL PENDENT SPRINKLER
WRENCH RECESS
(END -A" USED
FOR TY2234)
FIGURE 3
W -TYPE 6 ,
SPRINKLER WREAICH
WRENCH
RECESS
4
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 Mounting
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
TFP400
EQUAL TO THE SALES PRICE.
Mad
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).
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-
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°Fn9'C or
Chrome Plated .........
P/N 51-201-9-175
175°Fns°C
White Polyester..........
P/N 51-20174-17b,,
175°Fns°C
'
Natural Brass..........:
P/N 51-201-1=1.7.5,
nies not affiliated by ownership with Recessed Escutcheon:
Tyco Fire Products or for products and
components which have been subject Specify: Style 20 Recessed Escutch-
to misuse, improper installation; corro- - eon with (specify) finish, P/N (specify).
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 -
1/2' (15 mm)
Style 20
Chrome Plated ......... P/N 56-705-9-010
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
sumes, nor authorizes any person to
assume for it, any other obligation in Sprinkler Wrench:
connection with the sale of products or Specify: W -Type 6 Sprinkler Wrench,
parts of products. Tyco Fire Products P/N 56-000-6-387.
shall not be responsible for sprinkler
system design errors or inaccurate or Specify: W -Type 7 Sprinkler Wrench,
incomplete information supplied by P/N 56-850-4-001.
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-
SOPECIAOL ORIDCONSEQUDEINT AL �UTT O�►NTY
DAMAGES, INCLUDING BUT NOT'ILJI
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
TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Grmenell
W
J
Q
N
Z
O
Bronze Spring Loaded Check. Valve %"-2r'
Figure No. 3600 w/Teflon Disc.
Figure No. 3600SJ wlrefion Disc
Figure No. 3615 w/Buna-N Disc
Figure No. 3615SJ w/Buna-N Disc
125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI
250 PSI Non -Shock Cold Water, Oil, or Gas Fluid Pressure, Non -Shock W.O.G.
25
lure No. 3600
lure No. 3615
Threaded
Grinnell check valves may be installed in vertical lines with
upward flow or in any intermediate position.
Do Not Use For Reciprocating Air Compressor Service.
Do Not Use as a Footvalve.
Figure No. 3600SJ
Figure No. 3615SJ
Copper to Copper
'fiT�r';': ^.fy�, sV.
ig ,(i'.(y'rY.+asn�.e�'#;".•1. •tti.{�:,1�,.:1 —f ���ilien4�la��rteiD�c:�"..'.vry-.�._••_':
tc'' 11
erll Llsi ° -' �` Dltnen§lofts —Weights
"N -
Nominal
SizeNet
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.
Seat Screw
Stainless Steel ASTM A-276
Alloy S43000
8.
Body End
Bronze ASTM B-584
Alloy C84400
Nominal
SizeNet
Dimensions
Approx.
Wt.
Fig. 3600
Approx.
Net Wt.
Fig.3600SJ
A
B
C
2/0
2
12/a
17/16
.4
.4
111
21he
13/9
13116
.4
.4
2/4 "
21/4
15/8
15h6
.5
.5
1
25/a
2
11/2
.8
.9
11/4
215116
23/a
111/16
1.2
1.3
11/2
35/16
23/4
2
1.6
1.9
2
33/4
33/a
25h6
2.4
2.7
MEMIrn c:c;n d-
1 800 854-1015
PIIS
SPRINKLER PRESSURE GAUGES
I .
U.S. GUAGE, AMETEK
• Use on wet or dry sprinkler systems!
Solid brass backed!
-'/, " A .NTP -LM brass fitting; 31/2 " diameter
• 300 Ib./sq. In. Capacity
BUTTE- COUNTY
,'c ns "" us "
tido 2Qo
75 21S
so 250
,2s 21S
3a0
.,,i.
'k
&uSTED
'M
APPROVEIC
VSR-SF
(,POTTER'
POR SMALL PIPE VANE TYPE WATERFLOW
ALARM SWITCH WiTH RETARD
Potter Electric Signal Company Potter Electric Signal & Mfg. LTD
2081 Craig Road • P.O. Box 28480 1967 Leslie Street
St. Louis, MO 63146.4161 Don Mille, Ontario, Cahada M392M3
(314) 878.4321 6 (800) 325.3936 (416) 441.1833
,y
STK. NO.1113000
U.S, PAT. NO. 3921989, CANADIAN PAT. NO. 1009880
OTHER PATENTS PENDING.
The Model VSFI-SF Ie a vane type watoftw switch for use on wet eprinkier
systems that use 1', 1 1/4', or 1 1/2' pipe elze. The unit may also be used
as a amflonal waterflow detector on large systema.
The unit contains two single pole double throw snap action switches and
an ad)ustable pneumatic retard. The switches are actuated when a flow of
10 gallons par minute or more occurs downstream of the device. The flow
condition must exist for a period of time necessary to overcome the
selected retard period.
INSTALLATION: These devices may be mounted in horizontal or verlleal
pipe. On horizontal pipe they should be Installed on the top side of the pipe
where they wAl be acceaalbie. The units should not be Installed within e'
of avalve, drain or fitting which changes the direction of the waterflcw. The
unit has a 1"NPT bushing for threading Into a noncorrosive TEE. See Fig.
2 for proper TEE size, type and Installation.
Screwthe device Into the TEE fitting as ehown In Flg. 2. Care must be taksn
to property orient the device for the direction of waterflow.
UL. ULC, 08FM LISTED and NYMEA ACCEPTED
8ervlae Pressure: Up to 250 PSI
Minlmunn Flow Rate for Alarm: 10 GPM
Maximum Burge: 18 FPS
Enclosure: Dle-cast, red enamel finish,
Cover held In place with tamper resistant wews
Contact Ratings: Two sets of SPDT (Form C)
16.0 Amps at 125/250 VAC
2.0 Amps at 0.30 VDC
Conduit Entrances: Two Knockouts provided for 12' oonduft
Usage: Ustad Plastic, Copper and Schedule 40 Iron Pipe
Fits pipe sizes - V. 1 1/4', and 1 12'
Note: 8 paddles are furnished with each unit one for each pipe
size of threaded or sweat TEE, one for 1' CPVC, and one for
1 1/2' polybutylene (CTS -Copper tubing size)
EnvironmentsI SpeolReatlons:
Suitable for indoor or outdoor use with factory Installed gasket
and die -oast housing
NEMA 4 Rated Enclosure - use with appropriate eondult fitting
Temperature Range: 40' F/120° F (4.5° C/49° C)
Caution: This device Is not Intended for applications In explosive
anvirortrnents
Series Use:
Automatic Sprinkler NFPA-13
One or two family dwelling NFPA-130
Residential occupancy up to four stories NFPA-13R
National F1re Alarm Code NFPA-12
optional: Cover Tamper Switch, order Stk. No. 0090018
The vane must not rub the Inside of the TEE or bind In any way. The Stern
should move freely when operated by hand.
The device can also be used In copper or plastic pipe Installations with the
proper adapters so that the specified TEE ftttrtg maybe Installed on the
pipe run.
INSPECTION AND TESTING: Check the operation of the unit by opening
the Inspector' test valve at the end of the sprinkler %ne or the dram and test
oomeetion, if an Inspector's teal valve to not provided.
If there are no provisions for testing tote operation of the flow detection
device on the system, eppllcahw of the V8R-SF is not recommended or
'advisable
The *uency of the inspection and testing and its sasoeiated Protective
monitoring Rystem should be in accordance with the applicable
Codes and Standards and/or authority having lurtsdtctton (manufacturer
recommends quarterly or more hequentfy).
ed
that shows the
CAUTION: There Erthatpthedles fumished with each unit. a e t be used with The propertpaddle mmLW be used. ese paddles have The crew at hods the adde
size and type a Y
must be secure/ tightened.
01010 MKT. �00M • REV I aAt3B t OF 2
PRINTED IN USA MFfl, #g400M • 3A6
.0 vc k
BUILx,4 All. biG
. BELLS
POTTE. R ® 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
6" BELL SHOWN
UL LISTED, FM APPROVED
Sizes Available: 6", 8", and 10"
Voltages Available: 24VAC
120VAC
12VDC (10.2 to 15.6) Polarized
24VDC (20.4 to 31.2) Polarized
Service Use: Fire Alarm
General Signaling
Burglar Alarm
Environment: Indoor or Outdoor Use (See Note 1) ,
-400 to 150°F (outdoor use require
weatherproof backbox)
Termination: 4 No. 18 AWG stranded wires
Finish: Red powder coating.
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. a
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
0 10 FT.
6
12VOC
PBD126
1706012
.12A
85
75
8
12VDC
PBD128
1708012
.12A
90
75
10
12VOC
PBD1210
1710012
.12A
92
75
6
24VDC
PBD246
1706024
.06A
87
75
8
24VDC
PB0248
1708024
.06A
91
79
10
24VDC
PBD2410
1710024
.06A
94
79
6
24VAC
PBA246
1806024
.17A
91
75
8
24VAC
PBA248
1808024
.17A
94
75
10
24VAC
PBA2410
1810024
.17A
94
75
6
120VAC
PBA1206
1806120
.05A
92
82
8
120VAC
PBA1208
1808120
.05A
99
82
10
120VAC
PBA12010
1810120
.05A
99
85
Weatherproof backbox model BBK-1 Stk. No. 1500001.
Notes:
1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL
temperature range is •30° to 150°F.
2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation.
PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2
MFG. #5400776 - 4194
A LN E h All
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
EaProduct Technical
Description ilg Data
Central Sprinkler Head Cabinets Model: Sprinkler Head Cabinet
are constructed of a metal enclosure Style: 6 head or 12 head
with a triple -hinged cover designed to
provide on-site storage of an Standard Finish: Red enamel
emergency supply of sprinkler heads Mfgr. Source: Non-domestic
and a sprinkler head wrench. Capacity: 6 sprinkler heads
NFPA 13 requires a representative 12 sprinkler heads
number of each type of sprinkler Dimensions:
head used in a sprinkler system to be
stored in a cabinet on-site to allow for --"
or_ -6 head - 5" high x 14" long x
immediate removal and replacement 3 1/4" deep
of sprinklers which may have 12 head - 5" high x 14" long z
operated or become damaged. 4" deep
_Central Sprinkler_Head Cabinets Weight: 6 head - 2.3 lbs.
are manufactured of heavy gauge 12 head - 3.5 lbs.
steel with -knock -outs to
accommodate either -1/2 or 3/4'_
N.P.T. threaded sprinkler heads and
are painted an attractive red enamel.
They are available in six (6) or twelve
(12) head capacity.
0 �� 0 45 i
3IJI .� c Slot\
AP -� PD
Goulds
IRRI-GATOR
;SELF PRIMER��MODEL
COMPONENTS.. .. DIMENSIONS AND WEIGHTS -
Item.No.
Descri tion.. • '
Suction Lift
Plug'
.2
Disch.
`3' "�
Seal ring
4
Diaphragm
5
Machine screw
6
Diffuser
7
Impeller
8
Mechanical seal
9
Foot
10
Bolt — foot to adapter
11
1 Motor adapter
12
Bolt — casing to adapter
13
Bolt —. adapter to motor
14
Deflector
PERFORMANCE RATINGS
Performance ratings arg in GPM.
btu
'! t
Model.
PSI
Suction Lift
GT20
Model
Disch.
Irl Feet
GT153
GT203
Pressure 5 10 15 20
25
20
44 41 36 31
24
GT07/
GT073
30
34 31 26 22
14
:3
40
104'0 0
0
20%a
20
53 51 49 46 41
GT10/
30
43 41 38 36
32
GT103
8'/
40
29 22 16 8
0
20
63 59 54 49
39
GT15
30
60 55 51 46
37
GT153
Wt. (Ibs.)
48
52 60
40
45 38 33 20
14
52
20
86 77 70 59
46
GT20/
GT203
30
80172167 57
44
40
65160157 50
43
20
105 00 88 76
60
GT30/
.30
92 90 84 75
57
GT303
.
40
73 67 62 55
50
Performance ratings arg in GPM.
btu
'! t
Model.
GT07 .
GT10 : :GT15
GT20
GT30 1
GT073
GT103
GT153
GT203
I GT303
'h:'
2
3
%
1
1Y�
2
:3
20%a
21'%32
19
19'/4
20'/e
20%6
21'/a
8'/
Height
9'/.
Wt. (Ibs.)
48
52 60
65
76
1 49
52
55
69
1 71
Phase
Single
I
Three
(Ail dimensions are in inches and weights in lbs. Do not use for construction purposes.)
/-1'/i NPT DISCHARGE
1_ 1.'/i SUCTION
3
U 8A
P-fRFORMANCE CURVE
30 F 100
80
_U
z 20
0 60
J
H
0
r-
40
10r
20
0'
CSG®U LDS PUMPS
E
'0 10 20 30 40 50 60 10 80 90 100 110 120 U.S. GPI.I
0 5 10 15 20 25 milltr.
G1.110PIS PER MINUTE (0)
Single and three phase have same performance.
Water Technologies
Seneca Falls, NY 13140
SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A.
Manufacturers of Pumps and Supplies
2081 Frontier Trad PIPE, VALVES & FITTIN<<'�
1`9
Anderson --CA 96007
(916) 365-2555 Sheet No. 1211.0.1
1
�� Lam` Effective ? 15-91-i
I �--' Supersedes 0-00
ORDER DESK: CALIFORNIA (800) 4.16-4800 +',�AIIONAL 18001 222-1 lA" y I,\C'SI,�1iLF.: MIL! :IrS;;•~;
BALL FLOAT VALVES
VALVES ONLY
ORDER
NO.
SIZE
WEIGHT
LB.
LIST
PRICE
NET
1-10
NET
11 & UP
R400-1/2
1/2"
1
$23.10
S11.55
$10.78
R400-3/4
3/41
512.29 i `S-11.47
29.74
14.87
13.88
R400-1
146.80
`R440-8
8"
23.40
21.84
R600-1-1/4
1-1/4"
1
107.14
53.517
50.00
R600-1-1/2
1-1/2"
4
107.14
5 3.5 7
50.00
RGI 0-2
2"
3
113.90
56.95
53.16
COPPER FLOATS
ORDER
SIZE
WEIGHT
LIST
NET I NET
NO.
NO.
PRICE
1-10 11 & UP
R440-5
5"
PFS
524.58
512.29 i `S-11.47
I 8440 6
G"
1
28.80
11.40 ; 13.44
`R440-8
8"
1
79.83
3`.).13-! -_37.27
'FOR THRU-HOLE ADD 40N TO NET
POLYPROPYLENE ' FLOATS
ORDER
SIZE
WEIGHT
LIST
NETNET
NO.
PRICE
1-10
11 & UP
PFS
' 5"
1
59.32
S4.66
54.35
PF6
6"
1
11.02
5.51
5.14
`PF8
8"
1
12.92
6.46
6.03
P400 VALVE
F,
FOR THRU-HOLE ADD $4.03 EACH TO NET
IL 0,
---
----- -
------- . __....
`I'i;LS,�UREs
jl�jt
'r.S.:.-APPRew .iE®
INLI1
125
105
85
65
i
1 55
VALVE
GALLONS
PER' MINUTE G.P.M.
R400-1/2"
36.0
30.2
25.8 I
221.7
1
R400-3/4"
64.3
56.5
47.1
R400-1
82.5
76.4
I 6 9. 0 j
R600 ALL
160.
1<t=1.
I 1?9.
SIZES
I
h610
267.
241.
I 2'18.
1 O:3.
l .:c,
ALL PRICES AND SPECIFICATIONS ARE SUBJECT TO CHANGE VVIlIV.A.J; 110. 1.1.1.11. }I
RAYS PUMPS INC. 19903)
67�
9'
T NK
02JAN 2 B . 40023 3
SHEET O.F +- -„ Y�, , ,r;a,.;a BUTTE COUNTY RESIDENTIAL PROPERTY RECORD
NAM r L,_"��1 /�4C./1- • . -• . _ _.... ' '` ... -. ... .-.Book
--,
_. _ ._..
NAME _
PROPERTY LOCATION
ZON NG e" Assessment Year 1'9 85 19 • 19,• 3 .1.9 ..
..Page
PARCEL NUMBER
Block - -_' Porc61:±ii.i5xC�6lle
_ .......... ....
....Darr
UTILITIES:--SITE dMPS:
_..._ _.
Water: Public [] Well [ Ditch �] . ,...
_APpiai "ser
162 251....
1:62'
162 - _...162-
162 ... _...1.62....
_'. . __. 162 -
Electricity: Yes . _
Electricity:
U'se`:Code-----'i
160...5
160
.160... _ .._
1-60.
1.60.
164. ......._. _
... ;.
Gas: Public L]-C'PG'_ Non-e- No
1
{
Sonitary Swr, Pulil'ic'❑' ' Indiv::""'I
Transfer Code #
924"' ��' %' 134
% -124' %
124 %
124
_%. 124. ...
Storm Swr:: - Public ❑ 1Nntural
Acreage ?
108
108
-108
108
108.
-108.1
Street: Conc.[-.] A'sph. n" Di}t❑`GFaDeI"
Incomplete {
163P.U.'19
163
P.U. 19 163 P.U. 19
163 P.U. 19 -
163.
P.U. 19 .. .1.63. -P.U. 19
Str-ee't`Li'gKtsi""- Ye's`❑ No'- [
B'uilding-Class
167-1'167'
O5.Sf3P1
167'
167
167
167
C 8 'Gi Yes ❑ Ni
Bedrooms
168 ..... .. t .
168..
168 .-._
168
-168
... 168.1-.
Sidew6ik's: -Yes-E] Nc
Baths __ .
.1.691 -... Q t/._ _ _...
169.
,169
1-69. -.169
169.
-
Effective Year......._.. -.'170 --fc1%�o..
_...1.70.._.. .-- - 170- ..--._._ .._ .. _......}70.
_ -
-170
- -170
`-SITE-TOPO RAPHY". Ar'ea:of-Re'sidene
TT}- Ori_..._...
171' ..............
17.1. --.. .._....
171----- - - - - -
471:
.....
Lev'e'l -Rdl'lwi - ---Ocher '-
❑ g ❑
Lond'T e
yp �---"'-" '1-72-'L'ot❑Itomasite
1T3 L-ot❑Hamesite❑- 172 'Lot❑Homesi4e❑
172-Lot❑-Homesite❑
172--Lot.❑fdomesite❑17.2.
Lot❑Homes.ite❑
Slopes -- Up�Davin " S-S'❑
Car Shelter -
-- -173- --Ye s'O`*'Na EJ - 173
Yes '❑'No❑ 173 Yes[]-No-El 1173 Yes El.-No ❑ .173
Yes C] No ❑ ..173 ...Yes ❑ No-El
❑-Below ❑G`rade '.
__ .. _ ..._._.._ ....
Pool..'. 994-' Yea...-- N6
17-4- 'Yes---
No 17..4.... --Y-es-0---No-E]_..•174 --Yes----No-- 1.74..-..._Yes
No. . _..174..:Y.es_ _ No.
❑ Oi. ' '-.•,.
Com late -... ...._.._-%*•Ctsrr� seta. :: _ _•_.>>_.:%:Com bete_.
P'a'r}ia9"Complet-e.•::::> ihCornpFete" `::_ -: r.::.: _%;-. p P. p
._ _. _._ %:_tom late--:_-;:->: _%r_6am .late
.- p 9
LANl3-REMARKS;-.t'/100•- �C -.._....
_ Del_inAuent M..H._----..-._,___.._.Yes_.
C:: >'. Y e s
-...._ Yes ❑
Yes ❑
es ❑.. . - --- Yes-❑_ -
-
.. ...:`MARKET DATA
I
Comparable 1
Comparable 2
X100-%
Comporgble:3
List Price
Sale Date:.
g .Z1-.e>4__......_
Sale Price
t
,Base.Yepr
l
PRIMARY BASE: SECTION'
140 I
40i 140
Approisol-Date
186' ` .Li -
186
:18
86 it$6
186
Load
109 35 QQb
=' 109
109
109
109
i 109 ; i, . • r
Im'provements
110
- 110
Ito
110
110
Personal Property
112 i..
112
11=2 :
112
112W.
112•; +h !�+:
-
SECONDARY BASEKSECTION
`''�•=
Baia Year
240
240
249
240
240
2401 i3.•:' % ' "i
Appraisal Date
286
286
286,
286
286
'.' �'? '286 r
_
Land
209
'- 209
209 +'.
209
209
.i . ;309!:= ;.
—
Improvements
210
= 210
2M-
21'0
210
_
2101;
Keyed By:i•iri.
3 �:N gym; ! J .•: F- '1 -. l j i•'i ,.x' V t4
VSZ U�t\lT/ "C . 2a5. 5 Nt s SIC, i-� S
EMENTAL MULL
SUPPLEMENTAL
Q
�C -- n10 ElV �Ct
1�1 ��sLS, YEA
•Q;@S. I . ..
NO. DATE LAND IMPS.
" I 2 l- 35 s0 000
QG-S .-t, c 000 ' __..�.. �..,'d00�:� •t'�t�ti�'C� _ �-'3
0000;_. .w-f(Lli`' _SPjg CX�C�
.rZ*n S.
ACRES
• 1
t
YEAR
BASE YEAR (VALUE
ACRES PER
ADDED VALUE
\9BS (C)86 35 00 .... -
,A'.35007
i r
,
r
1 7
j
t
ASSMT.
EXISTING.
t�
EXISTING._..
'RETAINED
1 EXTENDED
'TO`
TRANS. DATE
PORTION
TRANS. SUPPLEMENTAL
PARTIAL OWNERSHIP CHANGE
b
Y'E•.AR
BASE YEAR
VALUE
"PORTION
RETAINED„
VALUE
EXT.
VALUE
YEAR
VALUE
TRANS.
VALUE VALUES
1
It
7
o o I u'w 17V
LAND VALUE COMPUTATION
SECONDARY
ASSMT. , PRIMARY LOT !S
NO.
VALUE VALUE TAXABLE
ASSMT.
SECONDARY LOT H/S
NO. VALUE VALUE TAXABLE
YEAR BASE YEAR VALUE
,
ACRES
PER' ADDED VALUE
YEAR
BASE YEAR (VALUE
ACRES PER
ADDED VALUE
\9BS (C)86 35 00 .... -
,A'.35007
i r
,
1 7
j
t
ASSMT.
EXISTING.
t�
EXISTING._..
'RETAINED
1 EXTENDED
'TO`
TRANS. DATE
PORTION
TRANS. SUPPLEMENTAL
PARTIAL OWNERSHIP CHANGE
b
Y'E•.AR
BASE YEAR
VALUE
"PORTION
RETAINED„
VALUE
EXT.
VALUE
YEAR
VALUE
TRANS.
VALUE VALUES
1
LAND COMPUTATIONS
X =' t
X
=
X =
LAND
IMPROVEMENT COMPUTATIONS
X = i X =
X- =
IMPS.
LAND COMPUTATJONS
i t X-
X
X =
LAND
IMPROVEMENT COMPUTATIONS
X X
IMPS
LAND COMPUTATIONS
IC%` `=X'f+" `a'> °^=t' : -3i
X
=
X=
,
LAND
IMPROVEMENT-c6,mPUTATIONS
X = X —
X =
IMPS.
LAND COMPUT•A-TIONS
X=+ ,
X
=
X =
LAND
IMPROV EM ENT'COMPUTATIONS
X ='• } X —
Xic =
IMPS.
LAND COMPUTATJONS
X =
X
=
aG. =
LAND
IMPROVEMENT COMPUTATIONS
X = X —
X =
IMPS'
" RESIDENTIAL BtJILDING'RECORD PnRCEL ���"�2.�0-"O4(Q•-0' '
CAV,--� - ADDRESS _W. 8•R•A<AC.w'Ll�` SHEET . i OF SHEETS
_
DESCRIPTION OF BUILDING
`
CLASS & SHAPE
CONSTRUCTION STRUCTURAL EXTERIOR
ROOF TYPE
WIRING.
HEATING
ROOM AND FINISW DETAIL
Sub`Stondord -- tome F L R.
-
-'Gable - Hvp •
Cable' X& T
Cent: Forte
ROAMS FLOORS' FLOOR:'FINISH. INTERIOR:F NISH
�•513M
Staid Stucco .
Plot_ ' ` Sh'ed�
' C duit
Wall Giay.
TRIM
B 12 Mdreiial Gi. Wol_Is Ceili' s:
STORIES
Above•$tond. Sheathing
Dormers
220•
Floor : Perim
typiii.,
1
, siding
paa� ec: a 'ed :.Elect.
I Tht
DESIGN USE
FO NDATION Block -
Rolters
u15
Ent.Hall ;di V I GRTf Mos
Sin le _.... -
_. Concr.efe _ ,........,. _ _._ .. _,.
__
•_ ;.._
LIGHT IXTU•RES
mp
1 , ...
Liviri 'SR -w -
Convent.
Brick Brick
RO.Of`f'IT " 1Few '
[Econ. a- :
Dining it
Modern
Brick -Wo. d
Lo
1,14n,[,Spec.
hC,00LIHG"Fa'rnil
"
Piers'Floor doistr ., ..
Hi. h.._ __
..Refr.
Bid' t: ncC.
Multiple
WINDOWS
ROOF COVER
PL'UMdING *all
Eva
Bed' 'ti NFka`�c iw -W 'r-c�56T•
Reinforced Sub Floor Metal
Waod
Shin le
oter Heater -
Roof!
f3�b+(+K. r _
Motel
Slidin
D.H..
Shake..
i
Hillside Cont. Floor tKosement ---
jile -
Sink
Ir REPLACE
Ut_ili: ('i'2C-fit' ++ XGr—
INSULATION ew
Econ...
Com o.SWM6to
6\(. tim
Kitchen'
Units
Li ht Heavy Ceiling Wall Man
ec.
Loundr .'
DroinBd Mbteriol:: M'G%�, L!'th:1 ?Ft loih: LC1W4
CONSTRUCTION RECORD NORMAL !G GOOD
RATING (F.A.G.) ` _
.. -BATH D,ET'niL
Permit
EFF.: APPR. " " . Remo
Condition work.
Storoge Space—
FI: No , tURE SHOWER
No. Fo'r
Amount Dote YEARi .TEAR Age
in
Toble '%
monM)
T 3 `91 Q& Finish
!
Li a
t. E.t.
In ship
CuPbd., CI oset
•
1 U ,,.. io, ;✓ '� ✓_ iQ
IW-& (g5 l9
C• v "'
/Sts NQ: e
'
7
@N't42 SPEEIAI2 FEATURES
iOveo Fan Inteic6m
T
s Ron pis'osol P 11
;,,off" Oislwosher
COMPUTATION:
roiser and Dote
2'bl % 2-13-45
°
CSO
..
Unit
.. ._ _.... � _.. .. • .. - _.._.... _...
Unit Unit
AreO (Otl
..........
Cost
. .. _ .. ,,...
Unit ..Unit .,
Co,t'
r
.
r it Unit ' .. .
S Cast, Cost
Cost..... Cost,
Cost.
Costs
�Fs;t Coit
RAS.
10Cvo 3io=`-' 38
C3�1rI'T .
(OGO 0 °- 1814
8oo
G-� G
G.l GiJ 120��vj�-57 O
i
waou CK=C_K
24a . ?2?
I44 ItA AzC-. T
i
TOTAL
NORMAL � GOOD
-15.
R C L.N D.
A ."7r DOZ7
-
t
SBE-DAS...AH530A 1971
MISCELLANEOUS BUILDING RECORD
PARCEL
ADDRESS (SHEET OF SHEET
IPTION .OF BUILDINGS
Bldg.
No
Structure Size Found.
Wall A Exterior
Roof
Floor 8 Interior Detail
Second Story
or' Loft
Year Est. Tot.
Built Life Yrs
Type
Cover
I
g�5 C.
c t►'tT Cpm
2asc__.
✓►�,
'U�a-'C CO) M1
�9 .
Z
-'sE -pey- a, s sry
-
# TAWO W Fczvm 0(UG(fvA`--. pGcoct.0 ,
COMPUTATION
Appraiser - Dote
r - W -W m''
:Sff T •- .l . OF_x.';.:
n ... __ •. _. _..._.
'•..._._..UTtLI.T.IES-SITE IMPS.
Water PubaiSJQ_ WellX Ditch(] _
tsu I I c' %IUUN 1 T ncJluCry I. IML- rriur1cm 1 T nr-%1V11N
u. ... --Book
IL
_ .NAME.. _.
NAME
PROPERTY LOCATION WAST R N
-- -
page Block
Parcel Coda
Electrics Yes
Asses'srnent Year
19 Q
19 19 19
19 19
19
Gas: Pu 'c❑ LPG[:) None E]
Date -
-2-84
Sanitary Swr..: P lic ❑ Indiv. EN
Appraiser
97
Storm Swr.: Public Natural
160 Use Code
.S H 6X
"Street: Conc.❑ Asph.❑ irt❑ Gravel
140 Base Year..
8
Street Lights: Yes ❑ No
C & G: Yes ❑ No
124 Transfer
Sidewalks: Yes ❑ No
108 Acreage
3
'143 omplete
P.U. 19
P.U. 19 P.U. 19 P.U. 19
P.U. 19 P.U. 19
P.U. 19
SITE TOPOGRAPHY
167 'f ' g.Class
Level ❑ Rolling Other ❑
168 Be
Slopes Up Down ❑ S -S❑
169 Baths
ISL
At. ❑ Above Z Below ❑ Grade.
170 Effective Yecr Z
View ❑ Of:
171 Area of Residence
�p(,
REMARKS C 5 W
1721 Land Type
Lot o site Lot❑ Homesite❑ Lot❑ Homesite❑ Lot❑ Homesite❑
.Lot❑ Homesite❑ Lot❑ Homesite❑
Lot[:] Homesite[
I evel es
173 Car Shelter'
Yes ®
Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑
Yes ❑ No ❑ Yes ❑ No ❑
Yes ❑ No ❑
174 Pool
Yes 0�'N'o'
'Y'e's El. No 0 . ' `. Yes ❑ No ElYes ElNo ❑
Yes ❑ No ❑ Yes ❑ No ❑
Yes LJ No ❑
Transfer Base. Year
1164
1 ,Appraisal"Date
0 0% TP�4n1Sf
IMPROVENWM4N4T SUMMARY
Building Record
Q. 0
Building Record
Misc. Record
Z(,00
Total Improvements
MARKET DATA
Comparable 1
/
Comparable 2,
3
_. ....
List Price ..
_._..
Sale Date
.
__ .. _...
Sale Price,
TOTAL PROPERTY APPRAISAL
'Land'
3a
Improvements
Total Property
3, 400 A0
R..vc..a 1/R1
REMARKS: Z"
iTRANSACTION. RECORD
EXISTING
E—XISTING
BASE Y—EAR.
%
RETAINED TRANS. DATE
%
TRANS. ADD. R.V. ...
TAXABLE
PARTIAL OWNERSHIP CHANGE
BASE YEAR
VALUE
EXT. %
RETAINED
LAND VALUE COMPUTATION
TRANS.
ASSMT. TRANSFER
YEAR BASE YEAR
LOT /S NO.
VALUE ACRES
VALUE TOTAL
PER VALUE
BASE YEAR EXTENDED (SPLIT) % . VALUE
EXT.% VALUE RETAINED; ADDED.
TAXABLE
COMMENTS
VALUE
$
0
X.
X X .__ = X." = IMPS.
X
X
X
•
X
X
x
iTRANSACTION. RECORD
EXISTING
E—XISTING
BASE Y—EAR.
%
RETAINED TRANS. DATE
%
TRANS. ADD. R.V. ...
TAXABLE
PARTIAL OWNERSHIP CHANGE
BASE YEAR
VALUE
EXT. %
RETAINED
VALUE VALUE...
TRANS.
VALUE ,. TO T.V.
VALUE
LAND COMPUTATIONS
a
X X = X... = LAND
IMPROVEMENT COMPUTATIONS- .'
X X .__ = X." = IMPS.
iTRANSACTION. RECORD
=
t; NAaYI
'
N IGHB RHOOLI & SITE DESCRIPTION
LOCATION
Urban ❑ - Suburban ❑ Rural ❑
- Peripheral ❑ Foothill ❑ Other ❑/
Date Price
BUTTE COUNTY RESIDENTIAL PROPERTY RECORD
PROPERTY LOCATION:
TRANSACTION RECORD USE TYPE
Seller & Buyer Source & Date x Single
Multi-Sgl.
Duplex
Apt.
ADpr.
Year
-
�' ,.
.50t✓r
LAND VALUE
Width- Mod.
Area Fact.
3 3
3, 3fi
COMPUTATION
Unit Site
Value Value
40
erx
Total
Value
aO
A. P:. N.
Book Page Parcel
/ Z
SHEET 2 OF
IMPROVEMENT MIX
Flat
%/
33
�/
/,rQD�
160 Use Code: xxx
Homogeneous ❑ Heterogeneous ❑
!
Court
161 Sales Area Code:
Predomis:opt Use: Res. ❑ Res.lncome ❑
_
Motel
-
162 Appraiser No:
Com'l. ❑ Indus. ❑ Agri. ❑ Profsnl.
❑
CON TRUCTION
RECORD
CDU RATING
Res. -Apt.
163 Incomplete, P.U. 19............
UTILITIES.SITE' IMPTS.
Permit
No. Item
Base APpr.
Amount Date Year Year Age
Cond. Desir. LOW.
No. Units
16.1 Zoning: 4R_MA/ 73 AR;
165 Zoning Conformity: Yes ® No [
Water: PublicWell Ditch
❑ ❑
❑
/
REMARKS
'
166 Use Conformity Yes. ® No [
Electricity: Yes ❑ No
❑
/9GG14�
167 Bldg. Class:
Gas: Public ❑ LPG ❑ None
❑
1
168 BR: 10 2❑ 3❑ 4❑ 5
Sanitary Swr: Public ❑ Indiv.
❑169
Sl/7-�STHE
O ✓WUi
ERE /`�E<C
s f UHoi 2�9Tio�
Baths: 1 1
® 2 ❑ 3 ❑ h /, ❑
Storm Swr: Public ❑ Natural
❑
A -11-d. /
-—
7— VIM1 ,9r. P-45-2 /n�,c
170 Base .Year: /
Street: Conc. ❑ Asph. ❑ Dirt ❑ Grovel
❑ .
✓G- //5 . ,i("Vd4c d-7 C Li S . 18— E05 .
171 Area:
St., Lighti: Yes ❑ No
❑
RCLND COMPUTATION
172 Land Type: Lot
C & G: Yes ❑ No
❑
CLASS:
; li
Do
DS,
173 Garage: Yes No [
Sdwlks: Yes ❑ No
❑
APPRAISER & ATE:
6/�
%�-7,S
9-79015W 3
174 Pool: Yes ❑ No
Foct. Area Unit Cost Cost Unit Cost
Cost
Unit Cost '• Cost
.95
�0 3
TREND
/nq �j.
36.4 O' � 00
SUMMARY
Improving ❑ Stable ❑ Declining ❑
xxD
1�
400
S3A19
IZOQ Z7eo
Assessment Year
19,71
19,
—1
la
OCCUPANCY
N
I
Appraiser
3
VOwners
❑ Tenants Mixed
- -F
Q r .�
/�
�. GL
Date
,7
-f t.
,X
R.C.N.
3MAINTENANCE
r ar
R.C.L.N.D.
E G A F P
-
Land Value
°
.� VO
2
Total Summation
r
Q
TRAVEL..,TIME $ DISTANCE
Comparable 1
_ or
= '
'
•Y/- -So f
Shopping: E G A F P
AC
/ov
/01/010
Comparable 2
Schools: 'E G A F P
FP
9
00
Comparable 3
Core: E G A F P
Kit. Extras(l
/v
Listed Price
Plmbg. Extras
60!y
f'
Sale Data
SITE TOPOGRAPHY
Misc. Extras
T TAL
PROPERT PPR SAL
Level ❑. Rolling C) Other
Network
Land
At ❑ Above ❑ Below ❑ Grade
Improvements
28so
Slopes Up' ❑ Down ❑ SS ❑
Total Property
at
-
View E3 Sector °
ASSE, D VALUES
R.C.N.
SO gQQ
Land
LOT TYPE
0/, Good
Improvements
Corner ❑ Interior ❑ Key ❑ Cul-de-sac
❑
.R.C.L.N.D.
(IS
Total Property
'
Misc. R.C.L.N.D.
�
�QQ
Entered
Total R.C.L.N.D.
-T,5400
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION (IVR): (530) 538-4365
OFFICE: (530) 538-7541 FAX#: (530) 538-2140
ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds
PROJECT INFORMATION
Site Address: 3784 W BRANCH LN
Owner:
Permit NO: B08-1250
APN: 041-420-040
BAKER, THOMAS L & JANET
Issued Date: 06/30/2008 By KCG
Permit type: MISCELLANEOUS
3784 WEST BRANCH LN
Subtype: Electrical
OROVILLE, CA 95965
Expiration Date: 06/30/2009
Description: TEMP POWER POLE (FIRE DAMA
(530) 534-1544
Occupancy: Zoning: ARMH
Contractor
Applicant:
Square Footage:
BAKER, THOMAS L & JANE7
Building Garage Remdl/Addn
3784 WEST BRANCH LN
OROVILLE, CA 95965
Other Porch/Patio Total
(530)534-1544
FEE INFORMATION
DBE Temporary Pole $59.00
LICENSED CONTRACTOR'S DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license
is in full force and effect.
X 06/30/2008
Contractor's Signature
Date
WORKERS' COMPENSATION DECLARATION
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
❑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.
❑I HAVE AND WILL MAINTAIN WORKER'S 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' Compensation insurance carrier and policy number are;
Cartier: Policy Number: Exp. Date:
(This section need not be completed if the permitis oris or on�red dodollars ($100) or less.
n I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS
L,4rA 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.
X
06/30/2008
Signature Date
WARNING:F LURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
AND SHALL UBJECT 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 INSECTION 3706 OF THE LABOR CODE, INTEREST AND
ATTORNEY'S FEES.
CONSTRUCTION LENDING AGENCY
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. (3097 civ. code)
Lender's Address
City State Zip
I otal Charged: $59.00 Fees Paid:
Balance Due: $0.00 Receipt No:
OWNER/ BUILDER DECLARATION
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
Law for the following reason (Sec. 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 such permit to file a signed statement that he or she is licensed
pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000)
of Division 3 of the Business and Professions Code] or that he or 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];
Please check one of the following:
j� I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
�I COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
the 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 improvement is sold within one
year of completion, the owner -builder will have the burden of proof that he or she did not build or
improve for the purpose of sale.).
❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code:
The Contractors License Law dows not apply to an owner of the property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractors License Law.).
❑ I AM EXEMPT under Section B. & P.C. for this
06/30/2008
Date
I hereby certify that I have read this application and stale that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless
Butte County, its officers, agents and employees from any and all claims and liability for personal
injury, including death, and property damage caused by, arising out of, or in any way connected with
the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the
use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
County to enter the above mentioned property for inspection purposes. I hereby certify that I am the
proerty owner or am author�i'% d to act on the property owners behalf.
1 M;, -Ta fign v7 Al _9nj,!Dl^ 06/30/2008
® Owner 1:1 Contractor OR. Agent for Owner Agent for
FILE COPY
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION*
OFFICE #: (530) 538-7541 FAX #: (530) 538-2140
A FEE WILL BE REQUIRED AT TIME OF APPLICA TION
Website: www.buttecounty.net/dds
PLEASE PRINT CLEARLY
PERMIT
NO.
BIN #
"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.
OWNER INFORMATION
Last Name
First Name
Mailing A dress . C' nC/ / o ,
/ l
City t"O � 1 I
Stat
Zi
S
Phone.,- _ �S—�
Fax
E-mail
APPLICANT INFORMATION
CONTRACTOR
Name
City
Address
Zip
City
Fax
State
Zip
Phone
Fax
E-mail
Lic. #
Class
APPLICANT INFORMATION
ARCHITECT/ENGINEER
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
APPLICANT SIGNATURE
X
PROJECT LOCATION
AP#
Property Address 3 7
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than licensed 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.
� D
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
I Yes
I No
Occ.
Type Const.
s 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
OWNER -BUILDER INFORMATION
An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified.
For your protection you should be aware that as "owner -builder" you are the responsible party of record 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 yourself, 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 $500 or more for the entire
project and such persons are not licensed as contractors or subcontractors, then you may be an employer.
c If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal
n income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions.
There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance.
° For more specific information about your obligations under federal law, contact 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 thier own employees,
without a license contractor or subcontractor, only under limited conditions.
A frequent practice of unlicensed persons professing to be contractor 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 contacting the Contractors' State License Board's automated telephone information system at 1-800-321
-CLSB (2752) or by accessing thier website at www.CSLB.ca.gov.
PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE
AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED.
OWNER BUILDER VERIFICATION
PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING
PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED.
I PERSONALLY PL
O PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY
IMPROVEMENT. YES R NO)
I (HAVE/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK.
3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION:
ADDRESS CITY
PHONE CONTRACTORS LICENSE NO
4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE
THE MAJOR WORK:
NAME
ADDRESS
CITY
PHONE CONTRACTORS LICENSE NO
5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED:
NAME ADDRESS PHONE TYPE OF WORK
Description: TEMP POWER POLE (FIRE DAMAGE)
Reference Number: B08-1250
Applicant Name: BAKER, THOMAS L & JANET
Owner's Name: BAKER, THOMAS L & JANET AP # : 04/1-420-040
Signature of Property Owner: „ Date:0 L&I 1,4� A_/ - —/ — - (�
c
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (530) 538-2140
WEBSITE: www.buttecounty.net\dds
PROJECT INFORMATION
Site Address: 3784 W. BRANCH LN
Owner:
permit No: B06-2833
APN: 041-420-040
BAKER, THOMAS L & JANET IV
Issued Date: 12/13/2006 By KCG
Permit type: MISCELLANEOUS
3784 WEST BRANCH LN
Subtype: HVAC Change Out
OROVILLE,
CA 95965
Expiration Date: 12/13/2007
Description: CHANGE OUT HVAC UNIT
(530) 893-0876
Occupancy: Zoning: ARMH
Contractor
Applicant:
Square Footage:
GALLAGHER'S HEATING & AIR
GALLAGHER'S
HEATING &,
Building Garage Remdl/Addn
PO BOX 35
PO BOX 35
LOS MOLINOS, CA 96055
LOS MOLINOS, CA 96055
Other Porch/Patio Total
(530) 384-2444
(530) 384-2444
FEE INFORMATION
Heat Pump (Package Unit) $55.00
Total Charged: $55.00 Fees Paid: $55.00
Balance Due: $0.00 Receipt No: B1180
LICENSED CONTRACTOR'S DECLARATION
OWNER / BUILDER DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
GALLAGHER'S HEATING & AIF 777334 / C20 C38 / 04/30/2008
Law for the following reason (Sec. 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 such permit to file a signed statement that he or she is licensed
I HEREBY AFFIRM UNDER, PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
(commencing with Se 'on 00) of Division 3 of the Business and Professions Code, and my license
pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000)
is in full force and a#
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
X 12/13/2006
the applicant to a civil penalty of not more than five hundred dollars [$500];
Please check one of the following:
C9� ctois Sig a Date
❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR
WORKERS' COMPENSATION DECLARATION
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
the work himself or herself or through his or her own employees, provided that such improvements
❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
are not intended or offered for sale. If, however, the building or improvement is sold within one
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
year of completion, the owner -builder will have the burden of proof that he or she did not build or
performance of the work for which this permit is issued.
improve for the purpose of sale.).
ZI,/f I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code:
Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
The Contractor's License Law dows not apply to an owner of the property who builds or improves
My Workers' Compensation insurance carrier and policy number are;
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Carrier: State Fund policy Number. 713-0013855 Exp. Date:05/01/2007
Contractor's License Law.).
(This section need not be competed if the permit is tor ondreddodollars ($100) or less.
❑ I AM EXEMPT under Section B. & P.C. for this reason:
❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS
ISSUED, I shall not employ any person in any manner so as to become subject to the Workers'
Compensation laws of California, and agree that if I should become subject to the workers'
X 12/13/2006
compensation provisions Section 3700 of the Labor Code, I shall forthwith comply with those
Owner's Signature Date
ovisions. -
X 12/13/2006
I hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
gn ture Date
WARNING: FAILURE SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless
Butte County, its officers, agents and employees from any and all claims and liability for personal
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
injury, including death, and property damage caused by, arising out of, or in any way connected with
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION,
the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
ATTORNEY'S FEES.
County to ante the above mentioned property for inspection purposes. I hereby certify that I am the
o arty o e aut o ized a on the pr , rty o Br's bah If.
CONSTRUCTION LENDING AGENCY
12/13/2006
i
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
AtW I Mrftfittee [SIGN] Print Date
the performance of the work for which this permit is issued. (3097 civ. code)
❑ Owner ❑ Contractor OR. DAgent for Owner [EyAgent for Contractor
FILE COPY
Lender's Address City State Zip
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834
OFFICE tt: (530) 538-7541
A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION
Website: www.buttecounty.neUdds
"PLEASE PRINT CLEARLY**
APPLICANT SIGNATURE
r office use ocily:
INFORMATION
Name.t
H VA C
AddressCity
j�f:NT
Yes
Stafe�a
Zi
Phone
c
Fax
E-mail
Planner
APPLICANT SIGNATURE
r office use ocily:
Zoning
Receipt #: � I
v" r,_11�
SRA
Sheriff
SMIP
Date: 12 1� "o_� Other
Total
REV 8-12-05
, - "
COMPLAINANT
ADDRESS:
PHONE NUMBER:
OTHER COMMENTS:
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THE 2007 CBC, CMC, CPC,
I CEC, AND 2005 CALIFORNIA
-- I ✓ I -O - ENERGY STANDARDS AS
AMENDED BY THE JURISDICTION
APPLY TO THIS PROJECT.
g� K��2 _
BUILDING APPROVED PLANS AND
PERMITS SoQ
PERMIT SHALL BE ON SITE x' {
SEE ASSESSOR'S FOR ALL INSPECTIONS
BUILDING
PARCELS O `i l y 2 0 py'O
►. PERM IT#07- D/$/ -TTS '�
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Y!/C�O LFIZ NEAJ75 Oy,'� �• FIRE SPRINKLER PERMIT#0/'0,50$ I'�� -
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dg FILE COPYs�uires� N:,, DESIGNED IN ACCORDANCE WITH N. F. P.A. 13D ., ;•• r ,
.TEST 22ovPM ��2�C.JLY: NOTES:
✓AL Y.L"
/ LINECiC YL V, 040A r'KTLtt
N.— 2.20 ✓
1'' C.P.V.C. TYPICAL THROUGHOUT. PIPE IS
SUPPOR'T'ED ON -ROOF TRUSSES ON''' 24 " .CENTERS.
S PIPE IS STRAPPED FOR LATERAL MOVEMENT PER
7 /Y2 9vC %.ecssu.er SEC.7-4.2 ON 6' CENTERS AND WITHIN 12"
To -kme6, �uv�N OF HEADS .
SOLID LINES SHOW PIr1YG ABOVE EILING.
PROJECT leAJC
SYSTIM _
ADDXISS 1415e5 ,geAtC.Al GN,
CITY .SvTTE VALL
COMA
p� '�
OCCUPANCY
EJ/��nvG
TITLE PIPING PLAN and DETAILS
DRAWN ,
Fox COMPANY
* ..� UcasEN
DATE
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3996 Olive Highway
Oroville, California 95966
533-2730 Lic. No, 305365
.o
���CTION�O
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