HomeMy WebLinkAbout043-430-038JIM BROOKS 43-43-38 Fi-'1a-Q
736 Leafcrest, Chico ��
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Contr: D.L. Construction, Chico /
Permit��1499-85B,P,E,M(new single family)
1__43-43-38—;
Contr: Adonis Pools &Spas�Z
ermit 42668-85B,P,E(riew swi ing pool)
43-43-38
Contr: Duane Householder �dd
Pexmit#3342-85P(lawn sprinkle /149N5)
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SUNTECH
Solar powering a green future'
180 WattMaxirnum Power
POLY -CRYSTALLINE SOLAR PANEL
Features
• High conversion efficiency based on leading innovative
photovoltaic technologies.
•' High reliability with guaranteed +/-36/o power output tolerance,
ensuring return.on investment
• .Attractive appearance
• °Withstands high wind -pressure and snow load, and extreme
temperature variations
• Easy to install
Quality and Safety
• 25 -year power output transferable warranty
• Rigorous quality control meeting the highest international standards
• ISO 9001:2000 (Quality Management System) and ISO 14001:2004
(Environmental Management System) certified factories
manufacturing world class products
• UL listings: UL1703, cULus, Class C fire rating, conformity to CE
Recommended Applications
• Residential roof top systems
• On -grid utility systems ,
• On -grid commercial systems
Suntech's technology
Unique design on drainage holes
yields improvements to
and rigid construction prevents
BSF structure and
,
frame from deforming or breaking
anti -reflective coating to
due to freezing weather and
increase conversion
other forces
efficiency
♦—
The panel provides
more field power output
through an advanced
cell texturing and
isolation process, which
Improves low Irradiance
performance
®uscE
Suntech was named Frost and
Sullivan's 2008 Solar Energy
Development Company of
the Year
www.suntech-power.com I E-mail: sales@suntech-power.com a t-ri.—STP-DS-STD-N01.01 Rev 2008
STPis � 6 r.F o �,.�..��, n,...._- �. �_u._ _ _ .- _
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SUNTECH
Solar powering a green future'
Electrical Characteristics
haracteristics;
STP180-24/Ab-1.
SSTP175-24/Ab 1,.
STP170-24/Ab-I
STP165-24/Ab-I '5TP160-24/Ab-1
_
14�Il
Mounting sloes
Open - Circuit Voltage (Voc)
.............................................................................................................
44AV
44.2V
..................................................................................................................
43.8V
43.6V
43.2V
Optimum Operating Voltage (Vmp)
.............................................................................................................
35.6V
35.2V
35.2V
34.8V
34AV
Short - Circuit Current (Isc)
.............................................................................................................
5.4A
..................................................................................................................
5.2A
5.14A
5.04A
SIN
Optimum Operating Current (Imp)
.............................................................................................................
5.05A
......................................
4.95A
......................................
4.83A
. I ....................................
4.74A
4.65A
Maximum Power at STC (Pmax)
.............................................................................................................
180Wp
..................................................................................................................
175Wp
......................................
170Wp
......................................
165Wp
......................................
160Wp
Operating Temperature
.............................................................................................................
-40°C to +85°C
-40°C to +85°C
......................................
-4eC to +859C
......................................
-40°C to +85°C
......................................
-40°C to +85°C
Maximum System Voltage
....... I .....................................................................................................
600V DC
600V DC
600V DC
600V DC
600V DC
Maximum Series Fuse Rating
.............................................................................................................
15 AMPS
......................................
15 AMPS
......................................
15 AMPS
......................................
15 AMPS
15 AMPS
Power Tolerance
±3 %
......................................
±3 %
......................................
±3 %
......................................
±3%
±3 %
STC: Irradiance 1 000W/mI, Module temperature 25-C, AM=1.5
Section A -A
Note:mmUnch)
Current -Voltage & Power -Voltage Curve (175W)
6
5
3
2
0
Mechanical Characteristics
Solar Cell Poly -crystalline 125x125mm (5inch)
............................... .............................................................................
No. of Cells 72 (6x12)
............................... .............................................................................
Dimensions 1580x808x35mm (62.2x31.8x1.4inch)
............................... .............................................................................
Weight 1 S.Skg (34.1 lbs.)
............................................................................................................
Front Glass 3.2 mm (0.13inch) tempered glass
............................... .............................................................................
Frame Anodized aluminium alloy
............................... .............................................................. I ..............
Junction Box IP65 rated
........................... I ... ..........................................................................
AIW (I 2AWG), asymmetrical lengths (-) 1200mm
Output Cables (47.2inch) and (+) 800mm (31.5inch), MC Plug
Type IV connectors
Temperature Coefficients
Nominal Operating Cell Temperature (NOCT) 450Ct2°C
............................................................................ ...............................
Temperature Coefficient of Pmax -0.47 %/oC
............................................................................ ...............................
Temperature Coefficient of Voc -0.34 %/C
............................................................................ ...............................
Temperature Coefficient of Isc 0.045 %/oC
Temperature Dependence of Isc, Voc, Pmax
120
M
Isc
Voc I
a 5 10 Is n 25 35 40 -B 0 25 so n too
Voftage(V) Cell Temperature (OQ
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758129,81
r Junction box
Drainage holes
_
14�Il
Mounting sloes
'8 Places
A
A
BACK VIEW
A
5' 0_4
'l.0
Ground
Section A -A
Note:mmUnch)
Current -Voltage & Power -Voltage Curve (175W)
6
5
3
2
0
Mechanical Characteristics
Solar Cell Poly -crystalline 125x125mm (5inch)
............................... .............................................................................
No. of Cells 72 (6x12)
............................... .............................................................................
Dimensions 1580x808x35mm (62.2x31.8x1.4inch)
............................... .............................................................................
Weight 1 S.Skg (34.1 lbs.)
............................................................................................................
Front Glass 3.2 mm (0.13inch) tempered glass
............................... .............................................................................
Frame Anodized aluminium alloy
............................... .............................................................. I ..............
Junction Box IP65 rated
........................... I ... ..........................................................................
AIW (I 2AWG), asymmetrical lengths (-) 1200mm
Output Cables (47.2inch) and (+) 800mm (31.5inch), MC Plug
Type IV connectors
Temperature Coefficients
Nominal Operating Cell Temperature (NOCT) 450Ct2°C
............................................................................ ...............................
Temperature Coefficient of Pmax -0.47 %/oC
............................................................................ ...............................
Temperature Coefficient of Voc -0.34 %/C
............................................................................ ...............................
Temperature Coefficient of Isc 0.045 %/oC
Temperature Dependence of Isc, Voc, Pmax
120
M
Isc
Voc I
a 5 10 Is n 25 35 40 -B 0 25 so n too
Voftage(V) Cell Temperature (OQ
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Fronius 10 PInverter
The first complete solution.. Reliable. Proven, Smart.
An outstanding addition to the family: The next
generation Fronius IG Plus inverter builds on a
successful model with multiple enhancements,
including maximum power harvest, a built-in six
circuit string combiner, integrated, lockable DC
Disconnect, significantly improved efficiency, and
unbeatable reliability. New, larger power stages
expand the proven Fronius IG family from 2 to
12 kW in a single inverter.
POWERING YOUR FUTURE
Recommended PV -Power (Wp) 12500-3450 13200-4400 I 4250-5750 15100-6900 16350-8600 18500-11500 19700-13100 19700-13100 110200-13800 _r
MPPT-Voltage Range 230 ... 500 V
Max. Input Voltage (at 1000 W/m2'
14°F (-10'C) In open circuit operation) 600 V
Nominal Input Current 8.3 A 10.5 A 13.8 A 16.6 A 20.7 A 27.6 A 31.4 A 31.4 A 33.1 A
Max. usable Input Current 14.0 A 17.8 A 23.4 A 28.1 A 35.1 A 46.7 A 53.3 A 53.3 A 56.1 A
Admissible conductor size (DC) No. 14 - 6 AWG
�,. - _....� �.. rtt-a .''si �""..,;��{a •�,;:� , e ,..1,..� _�...;<�,;'��x •'Y y- :.F+s *r emr-t Fla "IR`S � � - "..N:t' t vx L ...
1,. ,o .-r, i _ •� _:__. :. -. t_ ,:. �. e.. _ ..:i _ . _��`. .i�3. ;. _ .j"; ..x, s:._h.,��. �..� :���. t_ ..c _`x:.•..y-:n
GO�lTPIATA�`Fron�us IG Plus ;
3 01 U111 +�s 3 8 1 �1f 5.01 �i
8 0 11 7 5ti N11�
0 01 Ula •4.
jiT _woad
112.0-3
Nominal output power (PAc.)
3000 W 3800 W 5000 W
6000 W 7500 W
9995 W 11400 W
11400 W
12000 W
Max. continuous output power .
95.5%
96.0%
95.5%
95.5%
96.0%
104°F (40°C) 208 V / 240 V / 277 V
3000 W 3800 W 1000W
6000W_ 7500 W
9995 W 11400 W
11400 W
12000 W
Nominal AC output voltage
208 V / 240 V / 277 V
1208 V / 240 V
277 V
Operating AC voltage range 208 V
183 - 229 V (-12 / +10 %)
(default) 240 V
211 - 264 V (-12 / +10 %)
277 V
244 - 305 V (-12 / +10 %)
Nominal output current 208 V
14.4 A
18.3 A
24.0 A
28.8 A
36.1 A
48.1 A
54.8 A
31.6 A'
n.a.
240 V
12.5 A
15.8 A
20.8 A
25.0 A
31.3'A
41.7 A
47.5 A
27.4 X
n.a.
277 V
10.8 A
13.7 A
18.1 A
21.7 A
27.1 A
36.1 A
41.2 A
n.a.
14.4 A
Max. output current 208 V
16.4 A
18.5 A
27.3 A
32.8 A
37.0 A
54.6 A
55.5 A
32.0 X
n.a.
240 V
14.2 A
14.4 A
23.7 A
28.4 A
35.5 A
47.4 A
54.0 A
31.2 A
,n.a.
277 V
12.3 A
15.6 A
20.5 A
24.6 A
30.7 A
40.9 A
46.7 A
n.a.
16.4 A
Admissible conductor size (AC) No. 14 - 4 AWG
Max. continuous utility back feed current 0 A
Nominal output frequency 60 Hz
Operating frequency range 59.3 - 60.5 Hz
Total harmonic distortion .<3% ?
Power factor 1
... '1';-',.�.� -��"_ "2`',{•:'. �Y .,,.:t' 'a.. 'i v.'. .Z=u•a 't'.. of . _. � . ._-Y."?'t .... _`t+✓'n'::i::.L'Y..;#,..:"�F?4:'.+^'�iy""a�.�i,4s�.i1'rr�=1�i�'::.F""I,�Y4�':u±t1:t"?�c a c:f. �._, .
Max. Efficiency 96.2%
CEC Efficiency 208 V
95.0%
95.0%
95.5%
95.5%
95.0%
95.0%
95.5%
95.5%
n.a.
240 V
95.5%
95.5%
95.5%
96.0%
95.5%
95.5%
96.0%
96.0%
n.a.
277 V
95.5%
95.5%
96.0%
96.0%
96.0%
96.0%
96.0%
n.a.
96.0%
Consumption in standby (night) < 1 W
Consumption during operation 8 W 15 W 22W
Cooling Controlled forced ventilation, variable fan speed
Enclosure Type NEMA 3R
Unit Dimensions (W x H x D) 17.1 x 24.8 x 9.6 in. 17.1 x 36.4 x 9.6 in. 17.1 x 48.1 x 9.6 in.
Inverter Weight 31 lbs. (14 kg) 57 lbs. (26 kg) 82 lbs. (37 kg)
Wiring Compartment Weight 24 lbs. (11 kg) 26 lbs. (12 kg) 26 lbs. (12 kg)
Admissible ambient operating temperature -4 ... 122°F (-20... +50°C)
Compliance UL 1741-2005, IEEE 1547-2003, IEEE 1547.1, ANSI/IEEE C62.41, FCC Part 15 A8 B, NEC Article 690, C22.2 No. 107.1-01 (Sept. 2001)
�_ ,t"��• � �•, _ 4 .i� #` �`..• .. t rte) t - ;:'_ �.. s. :bs..r�y?��p.,'" { cs,•`uy'•yttJ`aY:` �i t, �.. � k,, �.... a t
VIYEM
r -._q. n �•z..�,,.3+ �'? ++b.�•.r xh4e.*-.w ..,..- .i.$ a.,�,,.> .a.1, r• + d` ,...,D, yn `+
INPUT!DATA �" Fronius IG Plus �� 3.0_-1 UN1,, 17;3.5 1 eN1`, * � R .0,1 N'1 +y1, !6.0 1 u i`.J r,M NI t� i,10.0-1 `6NI ;� ' 1T.4;1 13.11 4.30 � 12.0 3 •
Ground fault protection Internal GFDI (Ground Fault Detector/Interrupter); in accordance with UL 1741-2005 and NEC Art. 690 .
DC reverse polarity protection Internal diode
Islanding protection Internal; in accordance with UL 1741-2005, IEEE 1547-2003 and NEC
Over temperature Output power derating / active cooling
per Phase < -r
AV
:a j•i,� �;3-•YS'.r Nr -..9 a"/J:�.•:7 C: .. X. a + ,
Fronius'USA LLC Solar Electronfo'DiNision
10421 Citation Drive, Suite 110b,'Brighfon; Michigan, 48116
E -Mail: pv-usWronius:com
www.fronius-usa.com
Flush Mount System;
-A,TI:e.Flush Mount System
allows a searriless '' ;�_ �: • i .r;/, �/� r;� r-'
low,prof le instullation. _ _ _4 _ •
that combrnesfaestheacs
y: wath extreme? trength
!dlurt�a�17'�; while redit�eiit ������` � '- � %� ". , ,:; `• .'� � � � a � � � �����
Kosrlan,
'*
tinim
1L T
9
a.
t� •,.. j }jY3 � ,� -..
F-'
, 3 _l. ' , iv" • ten- #.; 7 4r
1� ! ; � 'moi;. ,: ,'. , • cyy 1 f • 1 • •
�a\ d"�' �.:;r,1 t�VV'!j^,,•,•:�.dtxPa' ,��:_ Vii, .�i� °.-T +°''^
Black Anodized
Aluminum rail In
Standard 18.5ft
lengths
2'.7 _
i
SII 1.81 2.1 1.7
i r
i
.9
3.5
M
Zinc plated
twirl nut
_ L.
SS Black
Oxide screws
2.7 -
_ .6
/
Assembly is
_ .9 _
- .9
_ .9 _
-
3.5
-
/
Assembly is
quick and easy:
Just reverse the
top channel piece
to instantly adjust
the channel thick-
ness to conform
to most standard
module frames.
Reduces both
inventory and
t
installation time.
CB22�
•Thickness: 12 Gauge (2.6 mm)
-Standard lengths: 10' (3.05 m) & 20' (6.09 m)
•Standard finishes: Plain, Dura -Green, Pre -Galvanized,
Hot -Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum
-Weight: 1.90 Lbs./Ft. (2.83 kg/m)
15/8"
3/8„ (41.3) 3/8"
(9.5)07/8"
(9.5)
9/32"
(7.1)
15/8" xX
(41.3)7252
(18.4)
13/16"
(20.6)
Calculations of section properties are based on metal thicknesses as determined by the AISI Cold -Formed Steel Design Manual.
B22A
Wt. 3.80 Lbs./Ft. (5.65 kg/m)
Y Fj�,
15/8"
(41.3)
31/4„
x x (82.5)
Y
13/16—
(20.6)
15/8"
(41.3)
Reference page 14 for general fitting and standard finish specifications.
Based on simple beam condition using an allowable design stress of 25,000 psi (172 MPa) in accordance with MFMA, with adequate lateral bracing (see
page 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform
load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear.
Reference page 14 for general fitting and standard finish specifications.
Uniform
Load
@ Deflection
Span
In. InIn
Channel
Style
B22
Uniforin
Lbs.
Load and
N
(11610)
DeflectionBeam
In.
nim
(.35)
Lbs.
2610
N
Lbs.
2610
N
(11610)
2610
.014
(11610)
12
(305)
B22A
2610*
(11610)
.002
(.05)
2610*
(11610)
2610*
(11610)
B22X
5790*
(25755)
.001
(.02)
5790*
(25755)
5790*
(25755)
B22
2269
(10093)
.031
(.79)
2269
(10093)
2269
(10093)
18
(457)
B22A
2610*
(11610)
.007
(.18)
2610*
(11610)
2610*
(11610)
B22X
5790*
(25755)
.003
(.07)
57904`
(25755)
5790*
(25755)
B22
1702
(7571)
.056
(1.42)
1702
(7571)
1702
(7571)
24
(609)
B22A
2610*
(11610)
.017
(43)
2610*
(11610)
2610*
(11610)
B22X
5790*
(25755)
.008
(.20)
5790*
(25755)
5790*
(25755)
B22
1361
(6054)
.087
(2.21)
1361
(6054)
1294
(5756)
30
(762)
B22A
2610*
(11610)
.033
(.84)
2610*
(11610)
2610*
(11610)
B22X
5790*
25755)
.017
.73)
5790*
25755
5790*
25755)
B22
1135
(5049)
.126
(3.20)
1135
(5049)
899
(3999)
36
(914)
B22A
2610*
(11610)
.057
(1.45)
2610*
(11610)
2610*
(11610)
122X
5790*
(25755)
.029
(.73)
5790*
(25755)
5790*
(25755)
B22
972
(4323)
.172
(437)
972
(4323)
660
(2936)
42
(1067)
B22A
2610*
(11610)
.091
(231)
2610*
(11610)
2610*
(11610)
B22X
5790*
(25755)
.046
(1.17)
5790*
(25755)
5790*
(25755)
B22
851
(3785)
.224
(5.69)
758
(3372)'
505
(2246)
48
(1219)
B22A
2405
(10698)
.125
(3.17)
2405
(10698)
2405
(10698)
B22X
5790*
(25755)
.068
(1.73)
5790*
(25755)
5790*
(25755)
B22
756
(3363)
.284
(7:21)
599
(2664)
399
(1775)
54
(1371)
B22A
2138
(9510)
.158
(4.01)
2138
(9510)
2024
(9003)
B22X
5790*
(25755)
.097
(2.46)
5790'1
(25755)
5790*
(25755)
B22
681
(3029)
.351
(8.91)
485
(2157)
323
(1437)
60
(1524)
B22A
1924
(8558)
.195
(4.95)
1924
(8558)
1640
(7295)
B22X
5645
(25110)
.130
(330)
5645
(25110)
5645
(25110)
B22
619
(2753)
.424
(10.77)
401
(1784)
267
(1187)
66
(1676)
B22A
1749
(7780)
.236
(5.99)
1749
(7780)
1355
(6027)
B22X
5132
(22828)
.158
(4.01)
5132
(22828)
5132
(22828)
72
(1829)
B22 __/
`B22A
567
1603
(2522)
(7130)
.505
.281
(12.83)
(7.14)
337
1603
(1499)
(7130)
225
1139
(1001)
(5066)
. --�
B22X
4704
(20924)
.188
(4.77)
4704
(20924)
4704
(20924)
B22
524
(2331)
.593
(15.06)
287
(1276)
191
(849)
78
(1981)
B22A
1480
(6583)
330
(8.38)
1455
(6472)
970
(4315)
B22X
4342
(19314)
.220
(5.59)
4342
(19314)
4270
(18994)
B22
486
(2162)
.687
(17.45)
248
(1103)
165
(734)
84
(2133)
B22A
1374
(6112)
.383
(9.73)
1255
(5582)
837
(3723)
B22X
4032
(17935)
.255
(6.48)
4032
(17935)
3682
(16378)
B22
454
(2019)
.789
(20.04)
216
(961)
144
(640)
90
(2286)
B22A
1283
(5707)
.440
(11.17)
1093
(4862)
729
(3243)
B22X
3763
(16738)
.293
(7.44)
3763
(16738)
3207
(14265)
B22
425
(1890)
.898
(22.81)
190
(845)
126
(560)
96
(2438)
B22A
1202
(5347)
.500
(12.70)
961
(4275)
640
(2847)
B22X
3528
(15693)
.334
(8.48)
3528
(15693)
2819
(12539)
B22
400
(1779)
1.013
(25.73)
168
(747)
112
(498)
102
(2591)
B22A
1132
(5035)
.565
(14.35)
851
(3785)
567
(2522)
B22X
3320
(14768)
.377
(9.57)
3320
(14768)
2497
(11107)
B22
378
(1681)
1.136
(28.85)
150
(667)
100
(445)
108
(2743)
B22A
1069
(4755)
.633
(16.08)
759
(3376)
506
(2251)
B22X
3136
(13949)
.422
(10.72)
3136
(13949)
2227
(9906)
B22
358
(1592)
1.266
(32.15)
134
(596)
90
(400)
114
(2895)
B22A
1013
(4506)
.706
(17.93)
681
(3029)
454
(2019)
B22X
2971
13215)
.471
11.96)
2971
13215
1999
8892)
B22
340
(1512)
1.403
(35.63)
121
(538)
81
(360)
120
(3048)
B22A
962
(4279)
.782
(19.86)
615
(2735)
410
(1824)
B22X
2822
(12553)
.521
(13.23)
2706
(12037)
1804
(8024)
Based on simple beam condition using an allowable design stress of 25,000 psi (172 MPa) in accordance with MFMA, with adequate lateral bracing (see
page 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at mid span, multiply uniform
load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear.
Reference page 14 for general fitting and standard finish specifications.
z
RESISTANCE TO SLIP
-With Safety Factor of 3
* Combo Nut Washer (see page 49)
Resistance to Slip
of Channel Nut
Note: For mini channel nut information see page 191.
Reference page 44 for general fitting and standard finish specifications.
16 ga.
Channel
Thread
Size
Nut Part
Numbers
12 ga. Channel
50 220
Resistance to Slip
14 ga. Channel
220
#8-32
N221, N221WO,N521, N721, TN221
50
50
220
#10-24
N222, N222WO, N522, N722, TN222
100
440
100
440
100
440
#10-32
N227, N227WO, N527, N727, TN227
100
440
100
440
100
440
NW524*, FN224, N224,N224WO, N524, N724,
1/4"-20
TN224, STN224, SN224WO, SN224,
300
1330
300
1330
300
1330
SN524, SN724
5/16"-18
N223, N223WO, N523, N723, TN223
450
2000
450
2000
450
2000
_ _
-1/8--
NW528", FN228, N228, N228NVO. N528, N728
f� 3/s"-16 _�
TN228, STN228, SN228W0, SN228,
C800
3560
600
2670
600
2670
SN528, SN728
7/16"-14
N226, N226WO, N526, N726, TN226
1000
4450
800
3560
800
3560
N225, N225WO, N725, TN225,
STN225, SN225WO, SN225, SN725.
1500
6670
1000
4450
1000
4450
t/z"-13
NW525*, N525, N525WO, TN525,
STN525, SN525WO, SN525
1500
.6670
1000
4450
1000
4450
5/8"-11
N255, N255WO, N755, TN255
1500
6670
1000
4450
1000
4450
N555, N555WO
1500
6670
1000
4450
1000
4450
3/4,,_10
N275, N275WO, N775
1500
6670
1000
4450
1 1000
4450
N575, N575WO
1500
6670
1000
4450
1000
4450
7/8"-9
N278, N278WO, N778
1500
6670
1000
4450
1000
4450
BMS -6, BMS -6L, BMS -6M, BMS -6S,
M6 x 1
300
1330
300
1330
300
1330
BFN-6, BMT -6
B114S-8, BMS -8L, BMS -8M, BMS -SS,
M8 x 1.25
450
2000
450
2000
450
2000
BFN-8, BMT -8
BMS -10, BMS -10L, BMS -10M, BMS -10S,
M10 x 1.50
800
3560
600
2760
600
2760
BFN-10, BMT -20
BMS -D-12, BMS -D -12L,
1500
6670
1000
4450
1000
4450
M12 x 1.75
BMS -D -12M, BMT -D-12
BMS -12, BMS -12114, BMS -12S, BMT -12
1500
6670
1000
4450
1000
4450
* Combo Nut Washer (see page 49)
Resistance to Slip
of Channel Nut
Note: For mini channel nut information see page 191.
Reference page 44 for general fitting and standard finish specifications.
PULL-OUT STRENGTH
-With Safety Factor of 3
-Maximum pullout strength for B11 & B12 channels is limited to 1500 lbs. (6670 N).
Thread
Size
Nut Part
Numbers
12 ga. Channel
Pull -Out
1.4 ga. Channel
200 890
16 ga. Channel
200 890
#8-32
N221, N221WO,N521, N721, TN221
200
890
#10-24
N222, N222WO, N522, N722, TN222
250
1110
250
1110
250
1110
#10-32
N227, N227WO, N527, N727, TN227
250
1110
250
1110
250
1110
NW524*, FN224, N224,N224WO, N524, N724,
1/4"-20
TN224, STN224, SN224WO, SN224,
450
2000
450
2000
450
2000
SN524, SN724
5/16"-18
N223, N223WO, N523, N723, TN223
750
3330
750
3330
750
3330
NW528*, FN228, N228, N228WO, N528, N728
3/8"-16
TN228, STN228, SN228WO, SN228,
1100
4890
1000
4450
1000
4450
SN528, SN728
7/16"-14
N226, N226WO, N526, N726, TN226
1500
6670
1200
5340
1000
4450
N225, N225WO, N725, TN225,
STN225, SN225WO, SN225, SN725
2000
8900
1400
6230
1000
4450
NNV525*, N525, N525WO, TN525,
STN525, SN525WO, SN525
1500
6670
1400
6230
1000
4450
N255, N255WO, N755, TN255
2000
8900
1400
6230
1000
4450
5/8"-11
1
N555, N555WO
1500
6670
1400
6230
1000
4450
N275, N275WO, N775
2000
8900
1400
6230
1000
4450
3/a"-10
N575, N575WO
1500
6670
1400
6230
1000
4450
7/8"-9
N278, N278WO, N778
1500
6670
1400
6230
1000
4450
BMS -6, BMS -6L, BMS -6M, BMS -6S,
M6 x 1
450
2000
450
2000
450
2000
BFN-6, BMT -6
BMS -8, BAMS -8L, BMS -8M, BMS -8S,
M8 x 1.25
750
3330
750
3330
750
3330
BFN-8, BMT -8
BMS -10, BNIS-10L, BAMS -10M, BMS -10S,
M10 x 1.50.
1100
4890
1000
4450
1000
4450
BFN-10, BMT -20
BMS -D-12, BAMS D 12L,
2000
8900
1400
6230
1000
4450
M12 x 1.75
BMS -D -12M, BMT -D-12
BMS -12, BAMS -12M, BAMS -12S, BMT -12
1500
6670
1400
6230
1000
4450
* Combo Nut Washer (see page 49)
Note: For mini channel nut
information see page 191.
1 Pull -Out
Strength of
('h9.f A] NJ.. f.
Reference page 44 for general fitting and standard finish specifications.
B -Line
lk
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eliminating the need for sealants.
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pitched composite shingle
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■ Minimal or no shingle cutting
required
• Installation is 25% faster than
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lower installation costs
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. Extremely durable and
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• Provides positive
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@ 2008
9
x
KIM
V"
• PERMIT NO. 2668-85B P E
PERMIT EXPIRES
OWNERk RICHARD BROOKS
CONTR.. Adonis
Pools & Spas
ASSESSOR PARCEL
43-43-38
LOCATION 736 Leafcrest,•Chico
INJ
r•v
.�`"
`f
!
,.r
•r'
k
1
r
t Temp. Power Pole
• Called PG&E
_
Temp. Elec. Service
Called PG&E,
Temp. Gas Service
Calied PG&E
JOB FINALE
Signature
i
Adonis Pools
P.O. Box 1252
Chico, CA. 95927
Dear Sirs:
,fly LAND OF NATURAL WEALTH AND BEAUTY.
DEPARTMENT OF PUBLIC WORKS
WILLIAM (Bill) CHEFF, Citta;tqr
7 COUNTY CENTER. DRIVE . OROVILL.E, CALIFORNIA 95965
1'elephone:(916).534.4541
October 1, 1986 RONALD D. McELROY
Deputy Director
(Owners: Mr. and Mrs. Brooks)
RE: Building Permit No._ ?668-85
Expiration Date -9=2,-0--86
(A . P. No. 43-43-38 )
With reference.'to the above subject, our records indicate that your Building Permit
expired on the above date. Building permits tare valid for one year and should
construction be started but not completed by the expiration date of the
permit shall be renewed for 1'/2 p
the original Building Permit'Fee Permit, the
"Filing Fee"). The renewal permit will extend the Building Permit for an$10add.00
ittional
year from the original expiration date.
Should you not renew y
work must cease until a new building permit is issued.
our permit in a timely manner, it cannot be renewed and all
If your construction is completed or should .you have any questions concerning this
matter, please contact the office.
For your convenience, we are enclosing a renewal application form and an owner -
builder form to be completed and signed by you where indicated and returned to this
office together with the fee shown. Please return all copies of the application
form.
Thank you for your prompt attention concerning this matter.
Yours very truly,
,William Cheff
Director of Public Works
1 t r ,
JFG,J.F. Glander
Attachments: Permit Application Chief Building Inspector
Owner -Builder Information
Owner -Builder Verification
cc: Building Inspector - Chico
Chico - 196 Memorial Way/891-2751 Paradise - 747 Elliott Rd./872-2961, Ext. 57
1
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — PhQne: 891-2751 -
7 County Center Drive, Oroville — Phone: 538-7541
747 Elliott Road, Paradise — Phone: 872-6307
"CORRECTION NOTICE
F
PERMIT NO.
A routine Inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when rrection of work is completed. If you have any question pertaining to this
ma r, or need additional explanation, please contact this office immediately.
�►" "P�c�/J�G%s ori ��l��J ay ' ol- %ddb
% d
Inspector_C .®/ � Date 1'0 1! k ✓'"w ,;.
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57
CORRECTION NOTICE
OWNER PERMI
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
�Qatter, or need additional explanation, please contact this office immediately.
_k
Inspector Date
J OK
0 = Not OK
— = Not Applicable
* = Not Ready
MOBILEHOMES
V.
F
MISCELLANEOUS
Date
MOBILEHOME UTILITIES (Plans) OK except q's
1. Zoning Requirements—Setbacks—Easements
2. Soils; Special MH Support—Sketch
3. Sewer; Location—Test—Fall-C/0—Concrete
4. Water; Location—Test—Easement Needed (Sketch)
Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except.#'s
1. Zoning Requirements—Setbacks—.Easements
2. Footings; Size—Depth—Spacing—Connectors
3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails
4. Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing
5. Electricity; Location—Clearances—Grnd.—/ / Amp—Concrete
5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures
6. Gas; LooatiorrTest—Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG
6. Carports; Windows—Doors
7. Utility Clearance
7. Elec.
Card -BI
Date Card -BI Date
Card -BI Date Card -BI Date
Card -BI
Date
Date Card -BI Date
MOBILEHOME INSTALLATION (Plans) OK except a's
Card -BI Date Card -BI Date
Date POOLS (Plans) OK except p's
1. Zoning Requirements—Setbacks—Easements
tbacks—Easements
2. Footings; Size—Spacing—Marriage Line
3. Gas; MH Test—Demand—Valve—Connector
oils; Compaction—Structure Stability
Pool Structure; Steel—Connections—Thickness—Dead Men—Lining
4. Electricity; MH Test—Crossovers—Breakers—Clearances
lec.; Receptacles and Lighting; Distances—GFI
5. Drain; MH Test—Fall—Flex Connector
Elec.; Pool Lighting; 15 volts—GFI
6. Water; MH Test—Regulator—Connector
Elec.; Enclosures; Conduit Entries—Terminals—Listed
7. Water and Sewer Connected—C/O to Grade—HD Approval
8. Gas and Electricity Tagged
Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater
Elec.; Grounding; Equip.w/5'—Circulating Equip.—Pool Lghtg.
Boxes—Enclosures—Panel boards—Ins. to Main in Conduit
9. Health Department Approval
9. Exits; Insp.—Sketch
10. Cert. of Occupancy
q 2A79w,"15lumb; Cir. Test—Water Supply Test
i
Card B -I
Date Card -BI Date
Card -BI Date Card -BI Date
Card B -I
Date Card -BI Date
Card -BI Date Card -BI Date
J = OI6 _
,0 'Not OK
Not Applicable
Not Ready RESIDENTIAL (Single and Duplex)
�
Date
UNDERFLOOR Plans OK except #'s
Date
FRAMING (Continued)
1. Zoning requirements -Setbacks -Easements
2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth
3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth
48.
49.
50.
Property Line Firewall & Openings
Ext. Doors -One 3' -Check Garage -3rd story, 2 exits
Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth
5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab
51.
52.
Plywood on Roof Overhang -Attic Vents -Rafter Outriggers
Siding -Nailing -Veneer
6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab
7. Piers -Fireplace Ftg.-Steel
8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test
9. Gas Pipe; Size -Anchors
10. Water Pipe; Test-Anchors-Regulator-Seryice Test
53.
54.
55.
Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access
Glazing Area -Glass Protection -Skylights -Plastic
Shear Walls; Nailing -Bolts
11.
12.
Electric; Underground
Plenums & Ducts; Clearance -Material -Support -Ins.
13.
Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date
Date Card -BI Date
FINAL (Plans) OK except k's
Card -BI Date Card -BI Date
Date
PLUMBING (Permit) OK except N's
14. Water Ht.; Vent -Access -Combustion Air
15. Water Pipe; Test & Anchors -Nail Protection
56.
Ext. Steps -Door & Sidelight Protection -Landings
57.
58.
Smoke Detector
Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
16.
D.W.V.; Test-Fttngs & Anchors -Nail Protection
59.
Bedroom Exiting
17.
Shower Pan; Test, First Floor -Tub Access
60.
G.F.I. & Bath Fixtures & Tub Access .
18.
Test Tub & Shower, 2nd Floor -Tub Access
61.
Elec. Trim & Subpanel; Breaker Sizes -Labels
19. Gas Pipe; Size & Anchors
62.
Stairs & Rails
63.
Fireplace or Stove; Clearances -Hearth
Card -BI
Date Card -BI Date
64.
65.
Elec. Outlets at Wood Panel; Int. & Ext.
Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance
Card -BI
Date
Date Card -BI Date
ELECTRICAL Permit OK except N's
66.
Elec. Outlets & Receptacles at Kit. Counter
67.
Garage Fire Door; Swing -Landing -Closer
68.
A.C. Duct in Garage -Damper
20.
Fixture & Transformer Clearance -Ins. Protection
69.
Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.-
In Garage; Above Floor-Mech. Protection
21.
Elec. Receptacles Spacing -Lights & Switches at Doors `
70.
Plb., Elec. & Mech. Equip. Listed for Location
22.
Size Boxes & No. of Conductors -Stapled
71.
Elec. Receptacles in Garage; (G.F.I.)-Romex Protec.
23. Romex Installed Close to Edge of Studs & C.J.
24.
25.
Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water
2 Appliance Circuits in Kitchen & Conductor Size
72.
73.
Insulation -Foam -Looked in Attic E] Yes
Guard Rails & Deck Construction -Post Caps
74.
Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance
Looked under Floor ❑ Yes
26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al
27.
Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At,
Insulated Neutral ❑Yes ❑No
75.
Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No;
Planters ❑Yes ❑No
28.
Service -Riser Conductors & Ground -Main Disconnect
76.
Stucco; Brown -Finish
29.
Equip. Clearances; Panels-Motors-Mech. Equip.
77,
A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet
30.
Clothes Closet Light -Shower Light
78.
Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs.
79.
Water Well; Disconnect, Electrical, Plumbing
80.
Exterior Elec. Trim; G.F.I. Receptacle -Underground
Card B -I
Date Card -BI Date
81.
82.
Ventilation throughout House
Glass Protection
Card B -I Date Card -BI Date
Date
MECHANICAL (Permit) OK except N's
83.
Corrections from Previous Inspections
84.
Gas Test -Meters Tagged; Gas -Electric
31.
A.C. Ducts; Insulation & Support
85.
Water & Sewer Connected -C/O to Grade -HD Approval
32.
33.
Vent Fan; Exhaust above Insulation
Condensate Drain & Overflow; Size & Grade
86,
Energy Compliance Certificate -Other Certificates
_
34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet
35.
Attic Ac ess &Platform if Furnace in Attic
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Card -BI
Date Card -BI Date
Date
FRAMING Plans OK except N's
Comments at Final:
36.
Sills; Proper Material & Anchors
37.
Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound
38.
Bearing Walls over Girders & Floor Nailing
39.
Draft Stop in Walls (rat proof)
40.
Fire Stops; Furred Ceilings -Stairs -Chases -Tub
41.
Header & Beam -Size & Bearing
42.
Hangers -Post Caps -Anchors -Connectors
43.
Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shlhng.-Rfn_g_.
44.
Fireplace Ties or Type A Flue -Fireplace Throat
45.
Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
46.
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions
4 .
Garage Fire Protection Framing
(NOTE: An entry must be made each time youvisit jobsite)
COUNTY OF BUTTE - DEPARTMEO OF PUBLIC WORKS PERMIT 0.
7 County Center Drive - Oroville, Califortlia 95995 - Telephone 916/534-4541 ,r
APPLICATION AND PERMIT
ASSESSOR PAE NUM
— -' j
ZONINGIII
BUILDING PERMIT
OWN
/IC
TELEPHONE
0
SQ. FT. OCC. BUILDING VAI T N
O NER'SAI DDRESS C
ff
N
COR TOR'SS NNAME�/ffwwf�.• E EPHON
oecs qp-
C R CTOR'S ILING ADDRESS
�Z 9'
Fireplace
CONSTRUCTION LENDER UNKNOWN
Total Valuation $
Filing Fee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee 44
$
AR CT OR ENGINEE�/R
L y 4 ����
LICENSE NO.
Plan Checking Fee
,$
Penalty
$
ARCHITEC OR ENGINEER'S MAILING ADDRESS
Permit fee
$ ,
BUILDING ADDRESS
PLUMBING PERMIT
Filing Fee 10.00
O
Each Trap
2.00
Solar Water Heater
20.00
Water piping
5.00 ,Q
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Each qas water heater or vent
5.00
Gas piping system 1 - 5 outlets
5.00
USE OF STRUCT A406C
SF❑ Duplex❑ Mobilehome❑ Others �%�
SPECIFY
Building sewer
5.00
Mobile Home S G W
10.00e
=F
TYPE OF WORK
Newk Addition Remodel Utilities[] I st lation Other❑
Describe work:
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 800V OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD'L 100 AMP
2.50
NEW CONST,(DWELLING OCCUP.&
OR AODNS. ACC. BLDGS.
2/20sq ft
CONTRACTORS LICENSE LAW
I declare er penalty of perjury (check one):
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Profession Code a d my license is in full force and effect.
License No. Classification � ���
❑ 1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONSTR ULTI.OUTLET 2,50 ea
NON.RESID. BRANCH CIRC ITS
NEW CONSTPOWER APPARATUS &)
NON-RESIRD. (SINGLE OUTLET CIR.
z0@s0c
Ex. Occup(o OR FIXTURES BAL®30
FIXED APPLNS. OR
IXED A
Ex. Occup. OUTLETS (RESID.) EA.1 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 15.00
Permit Fee $
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
permit is for $100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
MECHANICAL PERMIT
Filing Fee 10.00
Heating
Cooling
Hood
3.00
Ventilation
permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
1 also agree to s ve, incLemnify andekess the County of Butte against
liabil' ies d s s,which may in any way accrue
again ai oun in se aing of this permit.
�_1?��
Date ✓
Signature of Applicant — Owner ❑ Contractor Agent ❑
An OSHA permit is required for excavations over 5'0" .9 d molition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
TOTAL PERMIT FEE $
OCCUP. GROUP
TYPE OP CONST.
PARCEL
PD
a 550all
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR O UBLIC
By
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date - -'
�- .46
Receipt No. SQ c�0 Op
WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, G LDC 0 4i%
l
COUNTY OF BUTTE - DEPARTMENT OF,,PUA*AC WORKS - BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534 541
PERMIT APPLICATION DATA SHEET i
J �`Permit No. ' /
OWNER ti r►�nr) Ci A. P. No. `� -'
Proposed Building Use �r)'n
Permit Fee Based Upon: Complete Contract Price DPW Valuation
jOther (Explain) -. /
Building Inspector/ / � �!`l 1. ,�, �Y/,/af' Date I, *? k --�
At time of permit application, I was advised the following data must be submitted prior to permit processing
and:/or issuance: DATE RECEIVED, APPROVED
1. All items have been submitted. . . . . . . . . . . .
2.v Plot plans in duplicate./triplicate. . . . . . . . . . .
3. Complete plans in duplicate. /triplicate. . . . . . . . .
4. Complete engineered plans and calcs. . . . . . . . . .
5. Plans with Energy Design Compliance Statement. . . . . .
6. State Energy Forms No.
7 Statement of Intent for Non -Heated and AC Buildings.
8. Fees of $ . . . . . . . .
9.. Letter of signature authorization./ . . . . . . .
Sanitation approval from �./� R�i Health Dept. QA bIA41� /
11. Planning approval for (A) Use: (B) Parking:
12. Certificate of Workmen's Compensation Insurance.
13. Contractor's License Information (no., name style, classif.)
14. Owner -Builder Verification (Given to owner0, Mail to owner ❑.)
15. Improvements may be required. . . . . . . . . . . .
16. Mobilehome Installation Data. . . . . . . . .
•Pre-Inspec. request to
17. Pre -Inspection for Required- Building Inspector (Date)
18. Recorded copy of Agricultural Acknowledgment Statement.
19. Other
When you issue the permit, process as follows: Mail to owner. X Mail to contractor.
Telephone and hold for pickup at office. Deliver w./inspector.
Other
Applicant Date
L ___ — w
Copy of plans sent Health Dept., Fire Dept., Other Date
During the plan checking process, the following data must be submitted prior to permit issuance:
(For required items not checked above at time of application, circle item.)
1. Index permit for above Items No.
2. Additional items required:
(Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other
By Date
Plans checked by Date
Plans approved by Date L
Other:
Copy—DPW
TO:- Building Department
FROM: Environmental Health, Chico
SUBJECT: Sanitation Clearance
3L
Owner LocationIC o AP#
Plan approved for: sewage disposal water supply_.
Hold final for: water supply
Final clearance O.K. for: /water supply
Clearance for bedroom mobile home. Other / 64
!a
Note***
Sanitarian Date
U)
PERMIT NO. 1499-85B,P31E2M
PERMIT EXPIRESI , 12Le-42
OWNER JIM BROOKS
CONTR. D.L. Const
ASSESSOR PARCEL 43-43-38
LOCATION- 736 Leafcrest, Chico
OFFICE COPY
Address
'GAS
Meter By Date
ELECTRIC
Meter By 11 Date
OFFICE COPY
Address
GAS
Meter {3 °— Date 'L•Cf
ELECTRIC
Meter By Date
Temp. Power Pole
Called PG&E
Temp. Elec. Service
Called PG&E
Temp. Gas Ser ' --
Called PG
• JOB FINALE[
Signature
1
1 .\
F, �!� � - I
Permit No.
ENERGY CERT IFICATION
Lazy Trail & Leafcrest
LOCATION A.P. No.
DESCRIPTION OF INSULATION
ROOF
MaterialQ
Thickness(inches)
EXTERIOR WALL
Material Fiberglass Batts
Thickness(inches) 3 5/8"
CEILING
Batt or Blanket Type Fiberglass Batts
Thickness(inches) 9;"
Loose Fill Type Fiberalass
Minimum Thickness (Inches)_ 14"
Area covered(ft.2) 2P500 .
FLOOR, ELEVATED
Material
Thickness(inches) �J
FLOOR, SLAB.
Material
Thickness.(inches) y "
Width(inches)
FOUNDATION WAj
Material,.
Thickness(inches)
Brand Name
Thermal Resistance (R Value)
Brand Name Owens-Corning
Thermal Resistance(R Value) R13
Brand Name Owens-Corning
Thermal Resistance(R Value) R30
Brand Name Owens-Corning
Number of Bags 50 Wt. per bag 35 lb.
Thermal Resistance(R Value) R30
Brand Name
Thermal.Resistance(R Value)
Brand Name
Thermal Resistance(R Value)
Brand Name
Thermal Resistance(R Value)
I•hereby certify that the above insulation was installed in the above building
in conformance with the State of California Energy Requirements,
LOERKE INSULATION CO. #432518
FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO.
Sept. 19, 1985
SIGNATURE OP INSTALLATION APPLICATOR DATE
I hereby certify the above insulation and all required items as shown on the
Building Department approved plans and attachments have been installed as
required by the State of California Energy Requirements.
All equipment, devices and materials are of the quality prescribed or are
specifically approved by the State of California.
F /0 (Please print) STATE CONTRACTOR'S LICENSE NO.
A /P -S
SIGNATURE OF GENERAL CONTRACTOR OWNER DATE
THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL
INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING.
January 1984
` COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
ugy-j'�
PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
Inspector___A� Date_
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
99 -S
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
Inspector. Date 2 Ves
Acf—
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS`
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, -Paradise Phone: 872-2961, Ext. 57
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correct ion, of work ist ompleted. If you have any question pertaining to this
matter, or need additionaljexplanation, please contact this office immediately.
/I
Inspector Date
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
'(gg-
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
Inspector / +/Date L -p-
,
% I COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
yXi
OWNER PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify,this office
when correction of work is completed. If you have any question pertaining to this
matter, -pr nrrd adgitionF explanation, please contact this office immediately.
CJ C -f G.- r /.,
C
i
.4. / G // 1W is JI P/rj, ?r l IG i,, t iir-,I'r 1
Inspector
.iJ ,
Lv G
e
Date
7 -mss -F)
rJA.,
COUNTY OF BUTTE
r DEPARTMENT OF PUBLIC WORKS.
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 534-4541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
A(r-0 4-i w 9 q - �s
OWNER PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matte or ed additional explanation, please contact this office immediately.
`#�-F4( I I -- — . . 14_
C'er/ /tit..
q- Ali r f ,j-"
ao fftaw��
81J � 41�0�
Inspector Ace Date / �� 1 4-
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 5344541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTIO"OTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately: — —
Inspector Date
COUNTY OF BUTTE
DEPARTMENT OF PUBLIC WORKS
196 Memorial Way, Chico — Phone: 891-2751
7 County Center Drive, Oroville — Phone: 5344541
Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57
CORRECTION NOTICE
OWNER PERMIT NO.
A routine inspection indicates that the following violations of County Ordinance
exist at the above address and should be corrected. Please notify this office
when correction of work is completed. If you have any question pertaining to this
matter, or need additional explanation, please contact this office immediately.
Inspector Date
V = OK•
0 = POW OK
a a Not Applicable
�E = Not Ready
RESIDENTIAL, (Sing.le and Duplex)
Date UN RFLOOR Plans OK exce t#'s A4Av OX
Date
FR ING Continued
4& A Zoning requirements-Setbacks;ZEasejwgnts U
property Line Firewall & Openings
Ftg., Main; Soils-Steel-Ele Grn .- /11-/" Ftg. Depth
Ext. Doors -One 3' -Check Garage -3rd story, 2 exits
. Ftg., Garage; Soils -Steel- /12- /" Ftg. Depth-
droom-Rise-Run-Landing-Fire Protection
4,tFtg., Porches & Decks; Soils -Steel- / /" Ftg. Depth
lywood on Roof Overhang -Attic Vents -Rafter Outriggers
temwalls, Main; Steel-Blockouts-Wrapped-Slab
fr Siding -Nailing -Veneer
Stemwalls, Garage; Steel-Blockouts-Wrapped-Slabu
esh-Dri eed-F6tT"VLMs:hlnd ..�(xL2ss
Pi rs-Fire lace Ftg. -Stee
54 lazing Area -Glass Protection -Skylights -Plastic
V.: II-Fi ings-T t- ay C/0 ewer Test
Shear Walls; Nailing -Bolts
9. Gas Pipe; Size -Anchor
19> W r Pipe; st-An ors -Regulator ervice Tes)_
11. Electric; Underground
12. Plenums & Ducts; Clearance -Material -Support -Ins.
13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples
Card -BI
Date rf Card -BI Date
Card -BI
Date ,i r Card -BI Date
Card -BI
Date Card -BI Date-�
Card -BIS Date WNWCard-BI Date
Date
FI L (Plans) OK except N's
Card -BI Date Card -BI Date
Date PLUMBING (Permit) OK exc t q's
!kYAxt. Steps -Door & Sidelight Protection -Landings
jf.XSmoke Detector
4. ater Ht.; Vent -Access ombustio
. Furnace; Vents -Clearance -Comb. Air -Connector -
In Garage; Above Floor-Ducts-Mech. Protection
Water Pipe; Test & Anchors -Nail Protection
16. .V.• es & Anchors -Nail Protection
394. Bedroom Exiting
wer an; Test, First Floor -Tub Access
/ G.F.I. & Bath Fixtures & Tub Access
919—ITest Tub & Shower, 2nd Floor -Tub Access
4,f, Elec. Trim P. Subpanel; Breaker Sizes -Labels
Gas Pipe; Size & Anchors
s
ireplace or Stove; Clearances -Hearth
lec. Outlets at Wood Panel; Int. & Ext.
Card -BI Sp, Date Card -BI Date
Card -BI Date Card -BI Date
AK.lKit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance .7
/Elec. Outlets & Receptacles at Kit. Counter
Date EL TRICAL Permit OK except p's
arage Fire Door; Swing -Landing -Closer
A.C. Duct in Garage -Damper
W.Afixture & Transformer Clearance -Ins. Protection
Wtr, Htr.; Vents -Clearance -Comb. Garage; Above Floor-Mech. Protection Air-Connector-P.R.V.-
�In
lec. Receptacles Spacing -Lights &Switches at Doors
Boxes & No. of Conductors -Stapled
V. Plb., Elec. &Mech. Equip. Listed for Location
Roi Romex Installed Close to ge of Studs & C.J.
lec. Receptacles in Garage; (G.F.I.)-Romex Protec.
,PdV.
2 quip. Ground made u/Mech. Fasteners Bond Gas & Wate
jfisulation- Foam -Looked in Attic P9es
2 Appliance Circuits in Kitchen & Conductor Size
j�. uard Rails & Deck Construction -Post Caps
4_19a. Cu or AI-A.C. Wire Size / / ga. Cu or Al
dn. Vents r wI 19'Yeoor-Drainage &Wood -Earth Clearance
Looked u - -Ltd'Yes
Range Circ. /1 / qa.jU or AI -Oven Circ. / / ga. Cu or Al,
/Insulated Neutral Yes El No
NWalk
Following instld.: Driv es E] No; s El mo o;
Planters ❑Yes DUN0
ervice-Riser Conductors &Ground -Main Disconnect
76. tucco� rown finish
Equip. Clearances; Panels-Motors-Mech. Equip.
36. Clothes Closet Light -Shower Light
A.C. Uni , isconnect-Clrnces-Brkr. & Cond. Size -115V Outlet
7K Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs.
ate We+I- Disconnect, Electrical, Plumbing
Card B -I 54, Date %S Card -BI Date
Exterior Elec. Trim; G.F.I. Receptacle -Underground
Ventilation throughout House
Card B -I Date Card -BI Date
lass Protection
Date ME NICAL (Permit) OK except N's
Corrptiqns from Previous Inspections
s st-Meters Tagged; Gas -Electric
A.C. Ducts; Insulation &Support
Water & Sewer Connected -C/O to Grade -HD Approval
ent Fan; Exhaust above Insulation
Be Energy Compliance Certificate -Other Certificates
ondensate Drain & Overflow; Size & Grade
V./Furnace-vent; Access -Comb. Air -Return Air Vent -115V outlet
Attic Access & Platform if Furnace in Attic
Card -BI Date Card -BI Date
Card -BI
Date Card -BI Date--
Card -BI
Date Card -BI Date
Card -BI Date Card -BI Date
Card -BI
Date Card -BI Date
Date FR MING(Plans) OK except q's
Comments at Final:
Sills; Proper Material & Anchors
SQ - L5,1
Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound
t
Baring Walls over Girders & Floor Nailing
raft Stop in Walls (rat proof)
./Fire Stops; Furred Ceilings -Stairs -Chases -Tub
4}✓ Header & Beam -Size & Bearing
40. H tigers -Post Caps -Anchors -Connectors
Ing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Sh_thng.-R g. _
4011 Fireplace Ties or Type A Flue -Fireplace Throat
Attic Access; Size & Romex Protection -Draft Sto Ins. affl
Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensi
Garage Fire Protection Framing
(NOTE:Anentrymust be made each time you visit jobsite)
' � t
J=OK �� 1
0 = Not OK
= Not Applicable MOBREHOMES MISCELLANEOUS
* = Not Ready
Date
MOBILEHOME UTILITIES (Plans) OK except N's
1. Zoning Requirements -Setbacks -Easements
Date
DECKS, COVERS, CARPORTS, ETC. (Plans) OK except H's
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support -Sketch
2. Footings; Size -Depth -Spacing -Connectors
3. Sewer; Location -Test -Fall -C/0 -Concrete
3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Water; Location -Test -Easement Needed (Sketch)
4. Wood Awn.; Posts- Beams- Rftrs.-Con nec.-Shthg.-Rfg.-Bracing
5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete
5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG
6. Carports; Windows -Doors
7. Utility Clearance
7. Elec.
Card -BI
Card -BI
Date
Date Card -BI Date
Date Card -BI Date
MOBILEHOME INSTALLATION (Plans) OK except N's
1. Zoning Requirements -Setbacks -Easements
Card -BI
Card -BI
Date
Date Card -BI Date
Date Card -BI Date
POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Footings; Size -Spacing -Marriage Line
2. Soils; Compaction -Structure Stability
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining
4. Elec.; Receptacles and Lighting; Distances-GFI
5. Drain; MH Test -Fall -Flex Connector
5. Elec.; Pool Lighting; 15 volts-GFI
6. Water; MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater
8. Gas and Electricity Tagged
8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg.
Boxes -Enclosures -Panel boards -Ins. to Main in Conduit
9. Exits; Insp.-Sketch
10. Cert. of Occupancy
9. Health Department Approval
10. Plumb; Cir. Test -Water Supply Test
Card B -I
Date Card -BI Date
Card -BI
Date Card -BI Date
Card B -I
Date Card -BI Date
Card -BI
Date Card -BI Date
COUNTY OF BUTTE - DEPARTHENT OF PUBLIC WORKS PERMIT N .
7 County Center Drive - Oroville ' ,California 95965 - Telephone 916/534-4541�'�
APPLICATION AND PERMIT i
ASSESSOR,P RCEL IJunnBER
�T[ ✓ 3
ZO '
BUILDING PERMIT
OWNER
TELE HONE
SQ. FT. OCC. BUILDING VALUATION
tttt����GGGG }n�,� �S /
WO'S AN`�JREI./v � ItIalelE-,4 9��93
O
ftaJ 6 i VO
CONTRACJ)l�CAME `-
7ti
TE I- H '1E?3
/ii// 6 Y
1
,!
K 2- C'W�
O .
CONTRACT •$ ILI DDRES ,/�
'
3 f�iµ�p
Fireplace
od0, o.
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
1319, V�7
Filing Fee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee
$ -3 p,
ARCHITECT OR/_66-u-(ENGINIEER
LICENSE NO.
Plan Checking Fee
$-2GS,2S
-"-"'�
Permit tee
$
$ S 20, %5
ARCHITECT OR ENGINEER'S MAILING ADDRESS
r7 S
BUILDING ADDRESS
PLUMBING PERMIT
Filing Fee 10.00
0j"a
Each Trap
10 2.00 32, 66
Solar Water Heater
20.00
Water piping
5.00 , 0-0
LOT NO.
�JVrJ
SUBDIVISION NAM"
/f ' , _ �'�,_-'I �O 1
v y wp
�-'�'1 .
PARCEL MAP
Each qas water heater or vent
5.00 /0, O"o
Gas piping system 1 - 5 outlets
5.00 5% 6-0
r USE OF STRUCTURE
SF Irl Duplex❑ Mobilehome❑ Other
SPECIFY
Building sewer
5.00 Sr OO
Mobile Home S GFW-T-10.006
TYPE OF WORK
New Addition F] Remodel❑ Utilities E:1 Installation❑ Other E]
Describe work:
Permit Fee
$ Ce 7, 010
Contractor
ELECTRICAL PERMIT
Filing Fee 1 10.00
Main service 6001 OR LESS
100 AMP OR LESS
10.00 f0 p0
Main service EA. ADD'L 100 AMP
2.50 2,,5'0.
NEW CONST. ( DWE1 UP.&�
OR ADDNS. 1 ACC.
2t�y P,sgft
CONTRACTORS LICENSE LAW
I declareynder penalty of perjury (check one):
IJ,/
I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code /and my license is in full f ce and effect.
License No. CiYI9,6 Classification
❑ I, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW NON•RESICONSTR.%BRANCH TLETCIRCUrs 2.50 ea
NEIN CONST R. ( POWER APPARATUS &\
NON -R ESID. (SINGLE OUTLET CIR. /
EX. OCCUp(OUTLETS OR FIXTURES .200@ 3 0
FIXED APP NS. OR
EX. Occup. OUTLETS (RESID.) EA.) 2.00
Temporary service AII64 10.00 , (�
Mobile Home Facilities V 15.00
Misc. Wiring 15.00
Permit Fee $ X71 45
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
]e permit is for $100.00 (valuation) or less.
have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
MECHANICAL PERMIT
FiIingFee 10.00
Heating 22
I CFO
;Z
Cooling 11
� 2 f
2 1-2, 00
Hood
3.00 3, DO
Ventilation
3-1 od
permit Fee
$ QQ
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
I Iso -agree to save, indemnify and keep harmless the County of Butte against
fl liabilities, j ments, costs, and expenses which may in any way accrue
a ainst said Co nt in sequence of the granting of this permi .
AThis
X 1 Date as
Signature of Applicant — Owner ❑ Contractor � Agent F-141
An OSHA permit is required for excavations ov 5' " dee and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Ir 3 Qa 60
TOTAL PERMIT EE X40 �� !q 5
,��
OCCUP. CROUP
'1
.�EPF CONST.
�/
J_i�[PARC�PD
HD
ISSUE
permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIREC OR OF PUBLIC
BY
P IT EXPIRES Date_
the applicable provi-
resolutions to do
fees have been paid.
WORKS
Date (=-7-X5
7_—_ ���IJN
Receipt No. � 3 --t 0 .9d ,b— '00
WHITE-D.P.W., YELLOW -ASSESSOR, PINK-INSPEC R, G I Ro ANT
V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS E MIT NO.
7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541
APPLICATION AND PERMIT
ASSESSO ARCEL NUMBER
k
ZONING
BUILDING PERMIT
oWNTELEPHONE
SQ. FT. OCC. BUILDING VALUATION
O WNyFR'S MAILING ADDRESS
CONTRACTOR 'SN E
v14IV Sp
_(d-of-l9B
TELEPHONE
Sys =gs7
CONTRACTOR'S MAILING ADDRESS
PO Io% a f g[Se 95-7 f
Fireplace
CO ST UCTION LENDER UNKNOWN
Total Valuation Is
Filing Fee
$ 10,00
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR E: GINEER
LICENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
Permit fee
$
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
2.00
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME PARCEL MAP
Water piping
5,00
Each qas water heater or vent
5.00
USE OF STRUCTURE
SF [ Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home
110.00 ea
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other
Describe ork: _
J�
v.I 2L�p'1
115, -
Permit Fee
$ j j
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
I Q
Main service 11001 OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD'L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
}Q�
/Lr' I am licensed under provisions of Chapt. 9, Div. 3 of the Business
and Professions Code and my license is in full force and effect.
License No. Classification _C%Z%
F1 1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
oa ADDNSCONST DWEACCLLIN GSCCUP ad) '/z¢sgft
NEW CONSTR.ULT'-OUTLET 2.50 ea
NON.RESID BRANCH CIRC ITS
POWER APPARATUS &)
(SINGLE OUTLET CIR. /
Ex. Occup(OUTLETS OR FIXTURES20150t
e ALO ao
FIXED ANS.
Ex. OCCUp. OUTLETS PP
(RESID )REA.) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. �Virin 15.00
9
Permit Fee $
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
I have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
Contractor
MECHANICAL PERMIT
Filing Fee 10.00
Heating
Cooling
g
Hood
3.00
Ventilation
Permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
1 also agree to save, indemnify and keep harmless the County of Butte against
all liabilities, judgments, costs, and expenses which may in any way accrue
against said County in cons ae of the granting of this permit.
X Date & i
Or Signature of Applicant — Owner❑ Contractor*r Agent
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
TOTAL PERMIT FEE $ I
Occup.
CONST.TYPE
I
�FLOODJPARCELJ
PD
ND
s9UE
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
IRE T R OF PUBLIC
B y �y
PERMIT E PIKES Date
the applicable provi-
resolutions to do
fees have been paid.
WORKS
�i r
i
D} !
7 0
Receipt No. �3
WHITE-D.P.W., YELLOW -ASSESSOR, PIN11•IN3PECTOR, GOLDENROD -APPLICANT
Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT!� 3 fj
FOR RESIDENTIAL DEVELOPMENT �%CQ"Ut-� It OFFICI�'tL f,ECORDS ,
OF BUTTE COUNT•( CALIFORNIA+-
ATTHE REQUEST OF
Section 26-8.1 of the Butte County Code requires this acknowledgement
be recorded prior to issuance of a building permit. �s--i6ssi
1985 JUN - 7 Ah710: 58
The property described herein is adjacent to land or included
within an area zoned for agricultural purposes, and residents of thisEL.EA? O(; M. BECkER
property may be subject to inconveniences or discomfort arising from CL'ERMECOMER
the use of agricultural chemicals, including, but not limited to herbici es, pestic8;---
and fertilizers; and from the pursuit of agricultural operations including, but not limited
to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust.-
smoke,
ust;smoke, noise, and odor. Butte County has established agricultural zones which have as a
priority use for productive agricultural purposes, and residents within said zones and onr
adjacent property should be preparedto accept such inconvenience or disconform from normal,
necessary farm operations.
All that real property situate in the County of Butte, State of California, described
as follows:
Lot 68, as shown on that certain Map entitled, "BIG CHICO CREEK ESTATES -
UNIT 3", which Map was filed in the Office of the Recorder of the County
of Butte, State of California, on May 28, 1981, in Book 80 of Maps,
at pages 76 and 77.
Subject -to Covenants, Conditions and Restrictions recorded June.23, 1981,
in Book 2633, Page 454, Official Records.
A.P. #043-43-38
Date:_ —
F.
cc?5
1
NOT COMPARED
ORIGFNAL 06CU ENT
/v6/y
State of 9 ) On this the 6v_Ck day of19�, before
SS. me, the undersigned Notary.P66lic, personally appeared
County of p
Grp 0�1 GZ�
a
Personally known
to me. Proved to
me on the basis
of satisfactory evidence.
to be the person(s) whose names) G��;r;
subscribed to
the within instrument
and acknowledged that
OFFICIAL SEAL
executed the same for
the purposes therein
contain
FREDA M. -SE KERES
IN WITNESS WHEREOF, I
hereunto set my hand
and official seal.
NOTARY PUBLIC. CALIFORNIA
PRINCIPAL OFFICE IN
SAN DIEGO COUNTY
My Commission Expires December 25, 1986
it
Not#y
Public
Present A.P. No.
RESIDENTIAL PLAN CHECKING GUIDE
(S.F., DUPLEX,_& MISC. ONLY) _
Bldg. Permit #
WNER JW�,�L'1DlL.f A.P.
4� 3 • S( -3
GENERAL
,Y.' Zoning requirements (sideyards and parking).
% Valuation.
Signature by R.C.E. or Architect (if required).
4 PLOT PLAN .
/]! Complete parcel size and dimensions.
Setbackq, sideyards, easements, etc.
Other buildings or structures.
,1 Grading, fills, drainage.
FLOOR PLAN
Complete to scale plan with dimensions.'
Required windows for light and ventilation (Sec. 1405).
'. Required windows for second exit (Seca 1404).
Allowable glazing for energy requirements (20% max. -per State law).
Human impact glass (Sec: 5406).
�. Required room sizes, ceiling heights (Sec. 1407).
,7! G.F.C.I.'s in baths and exterior outlets (Sec..2104)..
Light fixtures, switches, receptacles, and exterior receptacles for maintenance of
mechanical equipment.
Locations of water heater, heating & cooling equipment, other electrical or gas
equipment, and plumbing fixtures.
Garage firewall, door size, and closer (Sec. 503(d)(4)).
1 1 - 3'0" exterior exit door (Sec. 3303d).
Fireplace location.
Smoke detectors (Sec. 1413).
RUCTURAL DETAILS 1 : �i,.
1 Foundation plan complete enough to construct building. SGC -TI Bu 4C
Floor construction details complete enough to construct building.
iY. Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
Fireplace construction detail6 and calcs if over one-story in height.
Sufficient data and details to satisfy energy insulation requirements (State law).
MISCELLANEOUS ITEMS TO LOOK OUT FOR
CCX plywood on exposed locations and'overhangs.
2 Stairway details (Sec. 3305). WID F4002 '
i3! quardrail details (Sec. 1716).
$rick or stone veneer (Chapter 30).
,5%' Exterior plaster - weep screeds (Sec -..4706 & 4708)..
Proper roof pitch for roof covering (Chapter 32).
7-! Rafter ties or bearing ridge beam. ,
,,8! Garage door or porch header sizes.
190.1 Adequate bracing.
.k0. Diving area over garage - complete 1=hour separation
walls and posts, etc. .
1,1' Two (2) exits on three-story dwellings (Sec. 3302).
,srO�s .uEcr� �l-
("PuLC. 'IDmWAv srPRS ti 4)
required including supporting
fable 3-1. Slab Floor Points
I Tnc•31a- I R -Value of Insulation I
I tion I
I Depth, �r
I inches 10-2 1 3-4 5-6 I 7+ I
I I i I i I
0- 11 1 -5 1 -5 1 -5 1 -5
12 - 15 1 -5 I -3 1 -2 1 -1
16 - 19 I -5 j -2 I -1 1 0
20 + I -5 I -1 1 0 1 +1
7/7/83
Table 3-2. Raised Floor Points
T_
R -Value of ( I
Insulation 1 Pointe 1
I I I
I below 3 I -12 I
I 3- 4 I -8 I
I 5-7 I -6 I
I 8 - 12 I -4' I
I 13 - 18 I r2 I
•19+ i 0
Table 3-3a. Ceiling Insulation
Points
I R -Value of Insulation I Points
19 I -4
22 I -2
30 I 0
38 I +2
49 I +4
Table 3-4a. Wall Insulation Points
I R -Value of Insulation I Pointe I
11 1 -7
19 I 0
24 I +2
30 I +3
Table 3-5. North -Facing Glazing Pt
Glazing Type
I Total I
I Z of I ST, Dbl, Trpl,
I Floor I U- I U- T U-
Azes 10.66 10.42- 10.41
I 11.10 10.65 I down
O ♦4 +4 +4
0.1- 1.2 1 +4 I +4 I +4
1.3- 2.3 I +1 I Q I +2 I
2.4- 3.6 1 -2 I 0 1 +1 1
3.7- 4.8 I -4 I -2 I -1
4.9- 6.1 I -7 I -4 I -3 I
6.2- 7.3 I -9 I -6 I -5 I
7.4- 8.2 1 -12 I -8 I -7 I
8.3- 9.7 1 -14 I -10 1 -8 I
9.8-10.8 1 -17 I -12 1 -10 I
10.9-12.0 1 -19 I -14 1 -12 I
12.1-13.2 1 -22 I -16 I -13 I
13.3-14.5 1 -24 I -18 I -15 i
14.6-15.3 1 -27 I -20 I -17 I
Table 3-7. South-FacinR Clazin Pts Table 3-10. Shading Coefficient Points
r -
I I Glazing Type I
I Total I
I Z of I Sngl, rp
Dbl, T1,
I Floor I (U - I (U - 1 0- 1
Area 11.10) 1 0.65) 1 041)1
I I oints I oints I ointsl
T-0 +s •3 +3
I up to 1.5 1 +2 I I +2 I
-1 0 1 0 1
3.7•- 5.2 1 -4 1 -2 1 -2 1
I 5.3- 6.5 I -6 1 -4 1 -3 I
I 6.6- 7.7 I -9 1 -6 1 -5 �I
I 7.8- 8.9 I -11 1 -8 I -7 I
I 9.0-10.0 1 -13 1 -10.I -9 i
1 10.1-11.5 1 -17 1 -13 I -11 I
111.6-13.0 1 -21 1 =16 I -14 I
113.1-14.5 1 -25 1 -19 I -16 I
1 14.6-16.0 1 -28 1 -22' 1 -'.9 I
Table 3-8. West-FacingGlazingPts.
I I Glazing Type I
I Total I I
1 % of I Sngl. Dbl, Trpl,
I Floor I (U - I (U - I (U - I
Area 11.10) 10.65) 1 0.41)1
I i oints I oints 1 ointsl
O +6 +6 +6
I up to 1.3 1 +5 1 +6 1 +6 1
I 1.4- 2.2 1 +3 1 +4 1 +5 1
1 2.]- 2.8 1 0 1 +2 1 +3 1
1 2.9- 3.6 1 -3 1 1 +1 I
I 3.7- 4.2 1 -s 1 - I 0 l
I . - 5.0 - -4
i 5.1- 5.6 1 -10 1 -6 I -4
I 5.7- 6.2 1 -13 1 -8 I -6 I
I 6.3- 6.9 1 -15 1 -30 i -7 I
I 7.0- 7.6 1 -18 1 -12 I -9 I
1 7.7- 8.2 1 -20 1 -14 1 -11 I
I 8.3- 8.8 1 -22 1 -16 1 -13 I
8.9- 9.5 1 -25 I -18 I -15 I
9.6-,0.1 1 -27 1 -20 I -16 I
( 10.2-11.0 1 -29 I -23 l -17 I
1 11.1-11.8 I -35 I -26 I -21 I
1 11.9-12.7 I -38 I -29 I -24' I
1 12.8-13.5 I -42 1 -32 1 -27 I
113.6-14.3 I -46 1 -35 1 -29 I
14.4-15.2 I -50 1 -33 1 -32 I
T-
I SC by
ZONE 11
5.6 - 11.5
1 +2
r ,
OWNER C_ S
POINTS
PERMIT NO. % f -SS
ASSIGNED
ACTUAL
1.
SLAB - INSULATION
d
_�
I East
I
2.
RAISED FLOOR - R-19
I
3.
CEILING - R-30
3D.00
up
4.
WALL - R-19
1 +1 I
+2
LE 5.
NORTH GLAZING - 2.4-3.6%
1.70
fit
6.
EAST GLAZING - 2.5-3.6%
Z9'/
' Z-
7.
7.
SOUTH GLAZING - 1.6-3.6%
/' 21
�Z
B.
WEST GLAZING - 2.9-3.6%
'/ 7-9
- Z
9.
SKYLIGHT - 0-1.3%
-2
0
10.
SHADING (Exclude Overhang)
3.2 1 6.4 1
8.0
1 9.6
EAST - .66
yf'i
O
to
SOUTH - .19-.42_
I
I
o
6.3 17.9 19.5
WEST - .13-.36
I
1 0 -.18
1 0 1
.SKYLIGHT - .37-.57
+? 2
Q
11.
HORIZONTAL SOUTH OVERHANG 2'
2�
p
12.
MOVABLE INSULATION - NONE
_
-1 I -2 I
13.
INFILTRATION (Standard=9)(T- ht +12)
S %7.D
d
14.
X85 A �I
THERMAL MASS /5& ID, t SF
I -6
15.
GAS FURNACE (SE) 71-76%
16.
HEAT PUI1P (EER) 7.5-7.9%
1.6 1.3.2 116.4
17.
DUAL PACK (SE, SEER) 8.0-8.3/71-76%
i to I
toto I
to
WOOD STOVE
YEs
i 1.5 13.11
I I
6.3 17.9
I
64 S WATER HEATER
I
i
o
1 0 1
ATTIC/ec)
+6
I +7
.13-.36
OTHER 1�1_5,4
0 1 0 1
f�
1 0
.37-.57
I 0 1
-1 I -3 I
-6
TOTAL POINTS
.58-.82
fable 3-1. Slab Floor Points
I Tnc•31a- I R -Value of Insulation I
I tion I
I Depth, �r
I inches 10-2 1 3-4 5-6 I 7+ I
I I i I i I
0- 11 1 -5 1 -5 1 -5 1 -5
12 - 15 1 -5 I -3 1 -2 1 -1
16 - 19 I -5 j -2 I -1 1 0
20 + I -5 I -1 1 0 1 +1
7/7/83
Table 3-2. Raised Floor Points
T_
R -Value of ( I
Insulation 1 Pointe 1
I I I
I below 3 I -12 I
I 3- 4 I -8 I
I 5-7 I -6 I
I 8 - 12 I -4' I
I 13 - 18 I r2 I
•19+ i 0
Table 3-3a. Ceiling Insulation
Points
I R -Value of Insulation I Points
19 I -4
22 I -2
30 I 0
38 I +2
49 I +4
Table 3-4a. Wall Insulation Points
I R -Value of Insulation I Pointe I
11 1 -7
19 I 0
24 I +2
30 I +3
Table 3-5. North -Facing Glazing Pt
Glazing Type
I Total I
I Z of I ST, Dbl, Trpl,
I Floor I U- I U- T U-
Azes 10.66 10.42- 10.41
I 11.10 10.65 I down
O ♦4 +4 +4
0.1- 1.2 1 +4 I +4 I +4
1.3- 2.3 I +1 I Q I +2 I
2.4- 3.6 1 -2 I 0 1 +1 1
3.7- 4.8 I -4 I -2 I -1
4.9- 6.1 I -7 I -4 I -3 I
6.2- 7.3 I -9 I -6 I -5 I
7.4- 8.2 1 -12 I -8 I -7 I
8.3- 9.7 1 -14 I -10 1 -8 I
9.8-10.8 1 -17 I -12 1 -10 I
10.9-12.0 1 -19 I -14 1 -12 I
12.1-13.2 1 -22 I -16 I -13 I
13.3-14.5 1 -24 I -18 I -15 i
14.6-15.3 1 -27 I -20 I -17 I
Table 3-7. South-FacinR Clazin Pts Table 3-10. Shading Coefficient Points
r -
I I Glazing Type I
I Total I
I Z of I Sngl, rp
Dbl, T1,
I Floor I (U - I (U - 1 0- 1
Area 11.10) 1 0.65) 1 041)1
I I oints I oints I ointsl
T-0 +s •3 +3
I up to 1.5 1 +2 I I +2 I
-1 0 1 0 1
3.7•- 5.2 1 -4 1 -2 1 -2 1
I 5.3- 6.5 I -6 1 -4 1 -3 I
I 6.6- 7.7 I -9 1 -6 1 -5 �I
I 7.8- 8.9 I -11 1 -8 I -7 I
I 9.0-10.0 1 -13 1 -10.I -9 i
1 10.1-11.5 1 -17 1 -13 I -11 I
111.6-13.0 1 -21 1 =16 I -14 I
113.1-14.5 1 -25 1 -19 I -16 I
1 14.6-16.0 1 -28 1 -22' 1 -'.9 I
Table 3-8. West-FacingGlazingPts.
I I Glazing Type I
I Total I I
1 % of I Sngl. Dbl, Trpl,
I Floor I (U - I (U - I (U - I
Area 11.10) 10.65) 1 0.41)1
I i oints I oints 1 ointsl
O +6 +6 +6
I up to 1.3 1 +5 1 +6 1 +6 1
I 1.4- 2.2 1 +3 1 +4 1 +5 1
1 2.]- 2.8 1 0 1 +2 1 +3 1
1 2.9- 3.6 1 -3 1 1 +1 I
I 3.7- 4.2 1 -s 1 - I 0 l
I . - 5.0 - -4
i 5.1- 5.6 1 -10 1 -6 I -4
I 5.7- 6.2 1 -13 1 -8 I -6 I
I 6.3- 6.9 1 -15 1 -30 i -7 I
I 7.0- 7.6 1 -18 1 -12 I -9 I
1 7.7- 8.2 1 -20 1 -14 1 -11 I
I 8.3- 8.8 1 -22 1 -16 1 -13 I
8.9- 9.5 1 -25 I -18 I -15 I
9.6-,0.1 1 -27 1 -20 I -16 I
( 10.2-11.0 1 -29 I -23 l -17 I
1 11.1-11.8 I -35 I -26 I -21 I
1 11.9-12.7 I -38 I -29 I -24' I
1 12.8-13.5 I -42 1 -32 1 -27 I
113.6-14.3 I -46 1 -35 1 -29 I
14.4-15.2 I -50 1 -33 1 -32 I
T-
I SC by
1
5.6 - 11.5
1 +2
11.6 - 17.5
I Orien-
I
Z Floor Area
>23.6+
+8
I tation
I
I
i
I East
I
1 3.2 I
I
I 0-3.1/r
to 16.4
I 6.3
up
I 0 -.19
1 0
1 +1 I
+2
I .20-.36
1 0
1 0 I
♦1
:1 .37-:66
I 0
I on I
0
I .67-.82 0
1 0 I
-1
.83 up
1 0
1 -1 i
-2
I SouthI�
0 1
3.2 1 6.4 1
8.0
1 9.6
I
to I
to I' to I
to
I up
I
I
3.1
6.3 17.9 19.5
I
1 0 -.18
1 0 1
+1 I +2 I
+? 2
T 3
I .19-.42
1 0 1
0 1 0 1
0
1 0
_
-1 I -2 I
r2
I -3
1 up
'
0 1
-2 1 -4 1
-4
I -6
West
I .1 1
1.6 1.3.2 116.4
I 9.0
i to I
toto I
to
I up
i 1.5 13.11
I I
6.3 17.9
I
I
i
0-.12
1 0 1
+1 I +3 1
+6
I +7
.13-.36
i 0 1
0 1 0 1
0
1 0
.37-.57
I 0 1
-1 I -3 I
-6
I -7
.58-.82
I -1 J-.-3
I
12
I -15
.83 up
1 -2 I
I i
-4 1 - I
I I
-16
I -.70
I
Skylight
.1 1•
.8 1 1.6 1
3.2
14.9
h to II/'to 1 to I
to
I to
I�.Lf
1.5 I 3.1 I
3.9
I 5.2
0-.12
1 0 1
+1 1 +3 I
+6
i +7
.1-3-.36
1 0 1
0 1 0 1
0
1 0
7-.57
0 1
-1 I -3 I
-6
I
.58-82
1 -1 1
-3 1 -6 1
-12
I -,
.83 up
1 -2 I
-4 I -8 I
-16
i -20
I I I I T bl 3-11 H
Table 3-9. Skylioht Points
Table 3-6. East-Facin GlazingPts.
1 1 Glazing Type I
I Glazing Type I I Total I l
--1 Total I I I Z of Sngl, Dbl, Trp,,
I Z of I Sngl, Dbl, Irpl, I Floor I U- I U - I U- I
I Floor I (U - 1 (U - I (U - I I Area 1 0.66- 10.42- 10.41 i
Area 1 1.10) 1 0.65).1 0.41)1 1 i 1.10 10.65 1 down I
I Ilpo!nts 1polnts I ointsl
I O 1+ 4 + 7 •4� 1 up to 1.3 l -1 I _�� I 0 1
i up to 1.3 1 +3 I +4 I +4 I I 1. - .2 -3 -2 I -1 I
I 1.4- 2.4 1 +1 1 +2 1 +2 i I 2.3- 2.8 I -6 I -4 I -3 I
I 2.5- 3.6 1 -1 1 0 1 0 1 I 2.9- 3.6 I -9 I -6 1 -5 I
1 3.7- 4.6 1 -5 1•� I -1 1 I 3.7- 4.2 I -11 I -8 t -6 I
I 4.7- 5.6 1 -8 1 -4 I -3 i 1 4.3- 5.0 i -14 I -10 i -8 I
I 5.7- 6.7 1 -10 1 -6 ( -5 I I 5.1- 5.6 I -16 1 -12 I -10 1
I 6.8- 7.7 1 -13 1 -8 I -7 I i 5.7- 6.2 1 -19 I -14 I -12 i
I 7.8- 8.7 1 -15 1 -10 I -8 I I 6.3- 6.9 1 -21 I -16 I -13 1
I 8.8- 9.7 1 -1.7 1 -12 1 -10 I I 7.0- 7.6 I -24 I -18 I -15 1
I 9.8-11.2 1 -21 1.-15 1 -13 1 7.7- 8.2 I -26 t -20 I -17 I
( 11.3-12.7 1 -25 1 -18 -1 -15 I I 8.3- 8.8 I -28 I -22 I -19 I
i 12.8-14.0 I -28 I -21 1 -18 I I 8.9- 9.5 I -31 i -24 I -21 I
14.1-15.3 I -32 I -24 1 -20. I I 9.6-10.1 I -33 I -26 ( -22 I
a e orizontal South
Overhane Pointe
- I South Glazing
I Length Out I Area, Z of Floor 1
I from Wall I I
I ft r
I 10-6.3 I 6.4 up I
I I I I
0 - 0.5 1 -2 -4
10.6 - 1.0 I -2 I -3 1
t 1.1 - 1.9 I -1 I -2 I
2.0 up i 0 i 0 I
Table 3-12. Movable Insulation I
Points
Moveable Insulation'l
Area, Z of Floor I Points
0 - 5.5
1 0
5.6 - 11.5
1 +2
11.6 - 17.5
I 44-
17.6 - 23.5
I +6
>23.6+
+8
Table 3-13- Inl!ltration Control
Features Points
I Coetrol Features ( Points I
- I i
I Standard ( 0 I
� 1 I
0.9 air changes per hr
! Tight I +12 ! `�
I I
I
0.6 air changes per hr
I i
Table 3-15. Cas Furnace Without
_ Refrigeration Ciol!nq Points
I Seasonal Efficiency ! Points 1
I (5E), I I
I I
I 71-76 I 0 1
1 77 - 82 I +2 I
I 83 - 88 I
! 89 - 94 I +6
I 95 up I +8 I
! I !
Energy Effic!ency I Points
Ratio (EER) I
!
7.5 -
'•.9
1 +3
S.0 -
8.3
I +6
9.4 -
8.7
I +9
8.8 -
9.1
1 +12
9.2 -
9.6
i +15
1 9.7
- 10.2
I +18 I
I 10.3
- 10.8
1 +21
i 10.9
- 11.5
I +24 I
I 11.5
- 12.3
1 +27 I
I 12.4
I
- 13.2
1 +30
I i
Table 3-17. Cas Furnace With
Refriveration Cooling Points
:Relrigeratlonl Gas Furnace. I
I Cooling I SE " I
i171 -177-i 83- S9- 95
I 1 761 821 881 941 up I
1 8.0 - 8.3 1 01 +21 +LI +61 +8 1
1 8.3 - 9.2 1 +4I fI +E1+101+12 I
I 9.1 - 9.7 1 +61 +81+101+121+14 1
I 9.8 - 10.3 1 +314-:^.1'1-121+141+16 1
110.4 - 10.9 i+1 G1+121'+I.1+161+18 1
111.0 - 11.5 1+121+141+161+181+20 1
- 7/7/83
TAME 3-14 (ADAPTED)
MASS
AOE
so.
4
fi Z
1,
1,
1,
t,
1,
2,
2,
3,
3,
4,
4,
-5.
ZONE 11
INTERIOR THERMAL MASS POINTS
nvr„ ,,.e
A
FT.
1,000
1 A 8 C 0
A
1,500
8 C
D
A
2,000
6 C
D�
A
2,500
8 C
D
I
I A
3,000
8 C
0
A
3,500
8 C
0 A
1,000
6 C
I
D A
4.SG0
6C
'G'
:,
5,000
B C
1
50
2 2 2 2
2
2
2
01
2
2
2
0
0
0
0
0
0
0
0
0
0
0
0
Or
o
0
0
0 0
0
0
0
0,
3
U
0
'.OG.
iSO
4 4 4 2
6 6 6 1
6 8 6 4
10 10 8 6
2
4
6
6
2
4
6
6
2
4
4
6
2
2
2
4
2
_2
4
6
2
'2
4
6
2
-2
4
1
2
t
2
2
I 2
_2
4
4
2
2-
4
4
2
2
2
4
0
2
2
2
2
2
2
2
2
2
0
U1
2
2
2
2
2
2
2
2
0
2
2
2
0
2
2
2
2
2
2
2
2
2
2
2
0
2
2
t
0 2
0 2
t 2
2 2
2
'?
2
2
0
2
2
2
0.
O)
2
2
0
2
2
2
0
2
-
2
0
2
7
2
O
G!
0
2
200
253
2 2 2 2
4 4 2 2
300
1I 12 10 6
8
8
6
4
6
6
6
4
6
6
4
2
4
4
4
2
1
4
2
2
2
2
2
2 2
2
2
1
2.
2
2
2
350
14 14 12 8
10
iG
8
6
6
6
6
4
6
6
6
2
6
4
4
2
4
4
4
2
4
4
2
2 4
4
2
1I
2
2
2
2
400
14 14 12 8
10
10
8
6
8
8
6
4
6
6
4
4
6•
6
4
2
4
4
4
2
4
4
4
2 I 4
4
2
2
I 4
4
1
2
803
600
18 18 16 10
22 20 18 12
12
14
18
?0
22
?2
Z4
26
28
28
12
14_12
16
16
20
20
24
26
26
28
10
14
16
18
20
22
22
24
26
6
8
10
10
12
14
14
16
16
18
10 10
12 12
8
10
6
6
R
10
8
10
6
8
4
6
6 6 6 4
8 6 4
IP 10 8 6
10 10 8 6
12 12 10 6
12 12 10 6
14 11 12 8
14 14 12 8
14 14 14 8
18 16 14 10
6
8
'8
10
10
12
12
14
14
14
6
L
8
8
10
10
12
12
12
14
6
6
5
8
3
10
10
12
12
12
2 6
4 6
4 8
4 I n
6 I 's
6 l0
6 10
8 12
8 12
8 14
5
6
6.
6
8
10
10
12
12
14
4
6
6
6
'8
8
10
10
10
12
4
4 I 6
4 I 6
4 I 8
4 B
6 8
6 13
E 110
6 12
8 !12
4
6
6
6
B
8
10
10
10
I'
4
4
5
6
5
C
8
B
10
:G
2
2
4!
4I
45
4
E 1
6 i
i
CI
t.
4
16
6
G
B
.^•
?J
In
10
10
4
6
6
a
8
8
e
In
;C
?3
4
4
A
6
6
E
E
8
P.
17
2'
2
3 5
t i
d
6
6
5
703
2'70
803
010
;OU
200
7G0
;00
24 24 20 14
( 26 24 22 16
28 28 ?4 16
30 JO ?6 18
.12 37. 28 2D
34 32 30 22
34 ]4 32 22
34 34 32 24
14 14 12 3
14 14 12 8
16 16 14 10
10 18 16 10
20 20 18 10
22 20 18 12
22 22 20 12
24 24 20 14
10 10 10 6
12 10 10 6
14 14 12 8
11 14 12 8
16 16 14 8
18 18 14 10
18 18 16 10
20 20 18 12
500 136
34 34 24
30
30
26
18
24
24
22
14 122
20
18
12
18
18
16
10
15
16
14
8
14
14
12
u I1?
1:
10
(.I
3'
12
1-
o I
100
500 I
:OD
500
)00
34
34
32
22
30
34
30
34
26
30
18
22 130
26
34
26
30
32
22
26
30
16
18
22
22
26
30
32
22
26
30
32
20
24
26
30
14
16
18
20
20
24
28
30
32
20
24
26
30
32
18
22.
ZO
26
30
12
14
16 124
ld �2d
20 130
1B
22
18
22
24
28
30
16
i9
22
24
26
10 16
;2 20
14 22
ib 26
18 ! 73
I6
20
21
24
28
is
18
2U
22
24
G
if '4
1<�
14
It
14
ly
;:
-a
L5
14
15
•J
24
2•i
12
1L
1,
n0
2:
!
:0
It
14
if
i00
(
32
32
28
20 ! 70
30
26
It 1
iti
17
1,
A) 1. 3'i ConcreteSlab: NC -8.93; R•.29; Factor -7.3
2. 3 3/4' Thick Common Brick: IIC=7.125; a..13; Factor -7.3
8) 1. Sk• Concrete Slab: HC -14.106; !•.418; Factor•7.1
C) 1. B" Solid Filled Block: •HC•20.63; R-1.93; Factor•6.1
2. 8` Solid Filled Bloci With Both Sides Exposed To Conditioned Air.
NOTE: Use all square footage directly exposed to conditioned air
for ThermalMassArea: IIC•10.164; R-.96�; Factor -6.1
D1 1' Thick Concrete/Tile: NC -2.55; R-.083; Factor?3.7
Table 3-19. Zonally Controlled
Zleetrlc Reslstance
Space Ileatin¢ Points
Points for this neasurc will I
I be completed after the CSC !
I has approved an Alternative 1
Component Package for Resistance i
l Beat. 1
Table 3-15. Active Solar Space
Heating with Cas Points
i :let Solar Fraction I Points I
I (NSF), Z I I
I I I
I 0-6 I 0 I
I 7 - 14 I +2 I
I 15 - 23 I +4 i
I 24 - .1.0 I +6 I
I 31 - 39 1 +8 1
I 40 - 47 1 : +10 I
I 48 - 55 I +12 I
56 - 63 { +14 I
I 64 - 71 I +18 I
I 72 up 1 +20 I
I {: I
1 -?n a-1.- U..-- u--.1-- 1-U
wood stove #33 points -(no back up)
casablanca fan + 1 point
1!ultifamil ( er unitpoints)
i
Table 3-21. Other Water
1!eatinq Pts.
T----7-
-1'
System Type
!
Floor Area
I
1
--'T
Net Solar Fraction (NSF), Z
0
per unit,
1
0 I
Solar with Electric (
I
( Re+!stance Backup 1
!
1 Mentin;i the Require- I
ft2.
0 1
I
1 Zltctrtc. Resistance 1
I
I
0.9
10-19
20-29
30-39
40-49
50-59
60-69
70-79
600-799
0
+3
+7
+10
+14
+17
+21
+24
800-999
0
+3
+5
+8
+11
+14
+16
+19
1,000-1,499
0
+-2
+4
+6
+8
+IO
+12
+14
1,500-1,999
0
+1
+3
+4
+6
+7
+8
+10
2 (:00• and u
0
+1
t2
+4
+5
+5 1
+7
+9
All others (per building points)
_ �
8UO-899
900-999
0
0
+5
+4
+10r14
+9
+13
+19
+17
+2'
+21
+29 +34
+26 +3G
1,,)00-•l,199
0
+4
+7
+11
+15
4.19 1
+22+26
1,20(-1,499
0
+3
+6
+9
+12
+15
+18 +21
1,500-1,999
0
+2+5
+7
1
+9
+17
+14 +lc
2,000-3,999
0
+2
+3
+5
t7
+6
+10 +I1
3,01.-0 ar.d uo
-0
+1
+3-
+S
+5
4.7-
+g +10 1
i
Table 3-21. Other Water
1!eatinq Pts.
T----7-
-1'
System Type
!
I Points 1
I
1
--'T
1 Cas Only 1
I I
0
1 seat Prop I
1
0 I
Solar with Electric (
I
( Re+!stance Backup 1
!
1 Mentin;i the Require- I
( menti is Part 2 I
I
0 1
I
1 Zltctrtc. Resistance 1
I
I
FORM
RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY
.Ownert Jar %12o0/�S Climate Zone // Permit No.
F 10'oi� Area . 30&Z 5F -,�
Compliance path: Package ❑ A ❑ B ❑ C 1' Yoint System ❑ Budget &Other-
MIN R -VALUE DESCRIPTION
REQ'D
INSTALLED ITEMS„ (1) INSULATION:
Q� Roof/Ceiling 50.00
(� Wall
C Slab Floor Perimeter
Raised Floor
(2) INFILTRATION•
❑, (A) A vapor barrier is required in climate zones, 1, .14 & 16.
(B) All manufactured windows and sliding glass doors shall meet the
1972 ANSI Air Infiltration Standards and shall be certified and
labeled.
(C) All swinging doors and windows leading to unconditioned areas
shall be fully weatherstripped.
Tight - the above standard features plus:
❑ (D) Continuous infiltration barrier
❑ (E) Electrical outlet plate gasket
❑ (F) Air-to-air heat exchanger
(3) GLAZING:
(A) Location
Area Glazing %Floor Area Single Double Triple
Total Bldg 366.1.0 //-P3
North 5 2 . oo 1.70 �—
East /38•/0 ,�.s/ �-_
L� South
West / 3/ • oa Zy �-
B' Skylights oc O. /3.
(B) Shading
Shading
Coefficient Description
[� East .66
[�
South .66
West (o�-
Skylights. - 57_ P1JSj�p T,2R SLC/ T
Q� (C) South Overhang E� U/�
Length of projection Z ft. Description
❑ (D) Moveable insulation: Area ftZ Description
(E) Thermal mass
(yam Type NWi—I S6AR - Area ILSLFt. 2 HC= 8 y3 R= 2014
-/ MC=_ 7 3 Location OUTS �%Oo /elT-,-#6/ L �4LI Bo -f-77 3
Q Type j/LE' —� - Area /6 / Ft. 'H� R= 83
MC= -L;- Location S oc<JC2
❑ Type - Arda Ft.2 HC= R=
MC= Location
❑ Type - Area Ft. HC= R=
MC= Location
❑ Type - Area Ft. HC= R=
MC= Location
❑ Type - Area Ft. HC= R=
MC= Location
7/83
FORM
❑ (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight
fitting closeable metal or -glass doors covering the entire opening
of the firebox; a combusion air intake equipped with a readily
accessible, openable, and tight fitting damper to draw air from the
outside of the building; and a tight fitting flue damper with'a
readily accessible control.
*1(5) HEATING. VENTILATING; AIR CONDITIONING SYSTEM.
(A)."Reat ing
(a/ Central Gas Furnace
A
(brand and model number)
Btu/hr
(heating capacity)
Heat Pump. _
(brand and model number)
Btu/hr
(heating capacity at 47°F)
Active Solar
ACOP
7
SE.
0
a
'type (liquid or air) Collector brand and
ft2
model number solar fraction collector area collector
orientation collector tilt rated y -intercept
rated slope
1
Other
(describe)
1
(B)
Cooling
Electric Air Conditioner 0
(brand and model number) (seasonal EER)
Btu/hr
(cooling capacity at 95°F)
❑
Electric Heat Pump
EER
Btu/hr
(cooling capacity at 95°F)
❑
Other
(describe)
❑
(C)
A TWO-STAGE THERMOSTAT, which .controls the supplementary heat on
its second stage, shall be required for heat pumps.
[�
(D)
AN AUTOMATIC SETBACK shall be provided'for all thermostats, except
those controlling heat pumps.
EI/
(E)
AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired
fan type central furnaces, gas-fired fan type wall furnaces and
gas cooking appliances.
Q/
(F)
BACKDRAFT DAMPERS shall be provided.for all fan systems exhausting
-air to the outside.
Q�
(G)
DUCT CONSTRUCTION & INSULATION. All transverse duct, plenum, and
fitting joints shall be sealed with pressure sensitive tape or
mastic to prevent air loss and shall be insulated to conform to
the provisions of Section 1005 of the UMC, 1976 Edition.
7/83
2
0
a
- • FORK 1
(6) DOMESTIC WATER SYSTEM
Gas Only Gallons
(brand and model number) (tank size)
❑ Heat Pump w/Electric Backup
(brand and model number).
Gallons
2 (tank size)
13- * Active Solar t
(collector brand and model number)
(rated y -intercept) (rated slope) (solar fraction)
ft 2.
.(backup heater type, brand and model number) (collector area)
(collector orientation) (collector tilt)
❑ Location of Solar Panels
❑ Other
—/ (Describe)
:(B) TANK INSULATION. Storage type water heaters and storage and
backup tanks for solar systems shall be externally wrapped with
R-12 insulation or greater.
PIPE INSULATION. The five feet of pipe closest to the water
heater and outside conditioned.space shall be insulated with a
minimum of R-3. Steam.and steam conditioned space shall be
insulated with a minimum of R-3. Steam and steam condensation
return piping and recirculating hot water piping outside the
building envelope shall be insulated in accordance with
T20 -1408(d).
[� (D) FLOW RESTRICTORS shall be provided for showerheads and faucets.
as outlined in the new appliance efficiency standards and shall
-be certified to the Energy Commission.
(7) LIGHTING
(A) Lamps used in luminaries for general lighting in kitchens and
bathrooms shall have an efficacy of not less than 25 lumens per
watt (usually florescent). •
*1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing,
charts (form #4) or other approved methods, section 2-5352(8), and fill out the
following:
n
E
Heating: Winter design temp rature .47 °, elevation "-150 ', heating load 7,4 (W BTU
el at n factor .:moo x heating load = maximum outle
�a BTU USE CI''I�►
COINING MAY Bks INADEQUATE
Cooling: Summer design temperature /VS;,`°, cooling load 3rj o BTU
(USE ONLY AS -A SIZING GUIDE, COOLING MAY BE INADEQUATE)
*2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of
solar panels.
® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of
Title 24, Part 2, Chapter 2-53 of the CC Irnia;nZistration Code.
7/83 SIGNATURE OF BUILDING DESIGNER OR APPLICANT
—
3
D
►.
V BUTTE COUNTY
BUILDING DIVISION
APPROVED
_P
�,MACQNfSTe„-,gS.k_1141� L..� _ X41' ibrk �'�`
DartvrooI Dr
arrerco tr. -
ar vi—s
I W SacrameIto )�� P'l ids 11 -:g I I W 5ar.
2
SNAPPER RICHARD
3I wPilaR r 4IUI
V �I,.►P-ice--�;--�-;., �J(' �°) � �� -
~-
i is
`rtya(r
APr]poyt �4
A }
s
D mcs mapcmues: loe:
ARRAY TILT: 340
AZIMUTH ARRAY 1: 1600
AZIMUTH ARRAY 2: 2500
MAGNETIC DECLINATION: 14.8°
Miv Doti
4.869 KW PHOTOVOLTAIC ARRAY, GRID TIED ROOF MOUNTED
w/FLAT JACK & TTI RAIL ON A 340 TILT COMP. SHINGLE ROOF
(33) SUNTECH STP175S-24/Ab-1 MODULES
(1) FRONIUS IG PLUS 5.0-240 INVERTER
SHEETINDEX
SITE PLAN:
A-0 COVER SHEET
A-1 SITE PLAN
A-2 ELEVATION
STRUCTURAL:
S-1 STRUCTURAL LAYOUT
S-2 STRUCTURAL SECTION
ELECTRICAL:
E-1 SINGLE LINE
ATTACHMENTS:
SUNTECH STP175S-24/Ab-1 MODULE SPECS
FRONIUS IG PLUS 5.0-240 INVERTER SPECS
TTI RAIL SPECS
B22 CHANNEL STRUT SPECS
B22 CONNECTION SPECS
B22 BEAM LOADING DATA
PROJECT # 2871
736 LEAF CREST DRIVE
REVISIONS
CHICO CA,95926
PARCEL NUMBER:
APN:043-430-038-000
��
530-345-3164
caA°errtu�iws oaa�wc xm �wrwr�°acwcri°",am or�+wro""+nor+cmrtvr®"a+eo�
'"�s�o"COae�anm�xe
REV DATE
-�
SCOPE OF WORK
3I wPilaR r 4IUI
V �I,.►P-ice--�;--�-;., �J(' �°) � �� -
~-
i is
`rtya(r
APr]poyt �4
A }
s
D mcs mapcmues: loe:
ARRAY TILT: 340
AZIMUTH ARRAY 1: 1600
AZIMUTH ARRAY 2: 2500
MAGNETIC DECLINATION: 14.8°
Miv Doti
4.869 KW PHOTOVOLTAIC ARRAY, GRID TIED ROOF MOUNTED
w/FLAT JACK & TTI RAIL ON A 340 TILT COMP. SHINGLE ROOF
(33) SUNTECH STP175S-24/Ab-1 MODULES
(1) FRONIUS IG PLUS 5.0-240 INVERTER
SHEETINDEX
SITE PLAN:
A-0 COVER SHEET
A-1 SITE PLAN
A-2 ELEVATION
STRUCTURAL:
S-1 STRUCTURAL LAYOUT
S-2 STRUCTURAL SECTION
ELECTRICAL:
E-1 SINGLE LINE
ATTACHMENTS:
SUNTECH STP175S-24/Ab-1 MODULE SPECS
FRONIUS IG PLUS 5.0-240 INVERTER SPECS
TTI RAIL SPECS
B22 CHANNEL STRUT SPECS
B22 CONNECTION SPECS
B22 BEAM LOADING DATA
REVISIONS
PROPERTY OWNER: SHAFFER RICHARD
PARCEL NUMBER:
��
caA°errtu�iws oaa�wc xm �wrwr�°acwcri°",am or�+wro""+nor+cmrtvr®"a+eo�
'"�s�o"COae�anm�xe
REV DATE
DESCRIPTION BY CK'D APP/D
ADDRESS: 736 LEAF CREST DRIVE
DRIVE
043-430-038-000
SPG SOLAR
20 LEVERONI COURT
co,uu`o�oc`E HaE�aa �x�r�"'�, ar+a�vr w�o"s°e
"TN01R i1�O""ES ..snne+cennuso"�ae°rrtnnvE or �csaw.
CHICO, CA 95926
COVER
A&VOK"A'"
NO415-8 CA 94949
DESIGNER: RONNIE MUNGLE 415-382-2149
DATE: 3/16/2009
CA UC. #7590136
PROJECT NO: 2871
415-8837657
DESIGN LEAD: JAMES WATERS 415382-2189
DATE: 3/18/2009
CAD DWG FILE: A-000VER.DWG
CONSTRUCTION: KEVIN ROSALES 530-6932000
JDATE, 3/16IZ009
PERMIT SUBMITTAL
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MODULE
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ARRAY TILT: 34°
AZIMUTH ARRAY 1: 1600
AZIMUTH ARRAY 2: 2500
MAGNETIC DECLINATION: 14.80
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REVISIONS I PROPERTY OWNER: SHAFFER—RICHARD PARCEL NUMBER:
DESCRIPTION BY I CK'D APP/D ADDRESS: 736 LEAF CREST DRIVE 043-430-038-000
CHICO,CA95928 SITE PLAN
oEsicNE": RONNIE MUNGLE 415-382-2149 A7E. 3/1$/2009
DESIGN LEAD: JAMES WATERS 415-382.2189 DATE: 3/1$/2009
]CONSTRUCTION:
KEVIN ROSALES 530-693-2000 DATE: 3/18/2009 PERMIT SUBMITTAL
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PROJECT NO: 2$71
415-883.7657
CAD DWG FILE: A-1 SITE PLAN.DWG
4
REVISIONS I PROPERTY OWNER: SHAFFER—RICHARD PARCEL NUMBER:
DESCRIPTION BY I CK'D APP/D ADDRESS: 736 LEAF CREST DRIVE 043-430-038-000
CHICO,CA95928 SITE PLAN
oEsicNE": RONNIE MUNGLE 415-382-2149 A7E. 3/1$/2009
DESIGN LEAD: JAMES WATERS 415-382.2189 DATE: 3/1$/2009
]CONSTRUCTION:
KEVIN ROSALES 530-693-2000 DATE: 3/18/2009 PERMIT SUBMITTAL
3 2 1
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IF WITHIN 1' OF THE RIDGE
THE ARRAY MAY BE VISIBLE
FROM THE OPPOSITE
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IF WITHIN 1' OF THE RIDGE
THE ARRAY MAY BE VISIBLE
FORM THE OPPOSITE
SIDE OF THE ROOF
IF WITHIN 1' OF THE EVE
THE ARRAY MAY EFFECT
THE WATER RUNOFF
17'-9"
S+
IF WITHIN 1' OF THE EVE
THE ARRAY MAY EFFECT
THE WATER RUNOFF
9'-0"
ARRAY TILT: 340
AZIMUTH ARRAY 1: 1600 1 ELEVATION
AZIMUTH ARRAY 2: 2500 A-2 $ = 1'-0 ARRAY 1
ARRAY 2
MAGNETIC DECLINATION: 14.80
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REVISIONS
PROPERTY OWNER: SHAFFER-RICHARD PARCEL NUMBER:
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ADDRESS: 736 LEAF CREST DRIVE 043-430-038-000
CHICO,CA95M
ELEVATION
DESIGNER: BONNIE MUNGLE 415-382-2149 DATE: 3/18/2009
PROJECT NO: 2871
DESIGN LEAD: JAMES WATERS 415-382-2189 DATe: 3/18/1009
CAD DWG FILE: A-2ELEVATION.DWc
PERMIT SUBMITTAL
A-2
CONSTRUCTION: KEVIN ROSALES 530-693-2000 DATE: 3/18/2009
6
MODULE SPECIFICATIONS
(33) SUNTECH STP175S-24/Ab-1 MODULES
LxWxH=58.3x39.1 x 1.4 in.
n WEIGHT = 37.0 lbs.
ROOF NOTES
2x6 WOOD RAFTERS 24" O.C. ROOF BEAMS
ROOF SLOPE 340
BEAM SPAN 10'-10"
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16'-02-1'
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ARRAY TILT: 340
EVE AZIMUTH ARRAY 1: 160-
41-011 6'-0" AZIMUTH ARRAY 2: 2500
MAGNETIC DECLINATION: 14.80
PROPERTY OWNER: SHAFFER RICHARD PARCEL NUMBER:
BY CK'D APP/D ADDRESS: 736 LEAF CREST DRIVE 043-430-038-000
CHICO, CA 95926 STRUCTURAL LAYOUT
DESIGNER:DATE
RONNIE MUNGLE 41 :5-382-2149 3/18/2009
JAMES WATERS 415-382-2189 DATE' 3/18/2009
CONSTRUCTION: KEVIN ROSALES 530-693-2000 DATE' 3/18/2009 PERMIT SUBMITTAL S-1 .A
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PROJECT NO: 2871
415-8837657
CAD DWG FILE: STRUCTURAL LAYOUT.DWG
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ARRAY TILT: 340
EVE AZIMUTH ARRAY 1: 160-
41-011 6'-0" AZIMUTH ARRAY 2: 2500
MAGNETIC DECLINATION: 14.80
PROPERTY OWNER: SHAFFER RICHARD PARCEL NUMBER:
BY CK'D APP/D ADDRESS: 736 LEAF CREST DRIVE 043-430-038-000
CHICO, CA 95926 STRUCTURAL LAYOUT
DESIGNER:DATE
RONNIE MUNGLE 41 :5-382-2149 3/18/2009
JAMES WATERS 415-382-2189 DATE' 3/18/2009
CONSTRUCTION: KEVIN ROSALES 530-693-2000 DATE' 3/18/2009 PERMIT SUBMITTAL S-1 .A
2 1
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5
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MODULE SPECIFICATIONS
(33) SUNTECH STP175S-24/Ab-1 MODULES
LxWxH=58.3x39.1 x1.4 in.
WEIGHT = 37.0 lbs. 14'-8" 14'-3 1/2"
ROOF NOTES
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'
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ARRAY TILT: 340
AZIMUTH ARRAY 1: 160° 1
AZIMUTH ARRAY 2: 2500 S -1.B
MAGNETIC DECLINATION: 14.80
STRUCTURAL LAYOUT
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20 LEVERONI COURT,.°Nu�aansaa
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415.883.7657
REVISIONS
PROPERTY OWNER: SHAFFER RICHARD
ADDRESS: 736 LEAF CRESTEST DRIVE
CHICO, CA 95926
PARCEL NUMBER:
043 430-038-000
STRUCTURAL LAYOUT
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RDATE DESCRIPTION BY CK'D APP/D
DESIGNER: BONNIE MUNGLE 415-362-2149 DATE: 3/1&2009CA
PROJECT NO: 2871
JAMES WATERS 415-382-2189 DATE: 18/2009
CAD DWG FILE: S-1.BSTRUCTURAL LAYOUT.DWG
PERMIT SUBMITTAL
S-1 •B
CONSTRUCTION: KEVIN ROSALES 530-693-2000 DATE: 3/18/2009
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MODULE SPECIFICATIONS
(33) SUNTECH STP175S-24/Ab-1 MODULES
LXWXH=58.3x39.1x1.4in.
WEIGHT = 37.0 lbs.
B
ROOF NOTES
COMP. SHINGLE ROOF
2x6 WOOD RAFTERS 24" O.C. ROOF BEAMS
ROOF SLOPE 340
BEAM SPAN 10'-1011
A
ARRAY TILT: 340
AZIMUTH ARRAY 1: 160° 1 STRUCTURAL SECTION
AZIMUTH ARRAY 2: 250° S-2
MAGNETIC DECLINATION: 14.8°
NAP" REVISIONS
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NOVATO, CA 94949
CA UC. #7590136 PROJECT NO: 287'1
415-883-7657
CAD DWG FILE: S-2 STRUCTURAL SECTION.OWG
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PROPERTY OWNER: SHAFFER-RICHARD PARCEL NUMBER:
ADDRESS: 736 LEAF CREST DRIVE 043-430-038-000 STRUCTURAL SECTION
DESIGNER: CHICO, CA 95926 DATE:
RONNIE MUNGLE 415-382-2149 3118/2009
DESIGN LEAD: JAMES WATERS 415-382-2189 DATE: 3/18/2009
CONSTRUCTION: KEVIN ROSALES 530-693-2000 DATE: 3/18/2009 PERMIT SUBMITTAL S-2
2 1
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(33) SUNTECH STP175S-24/Ab-1 MODULES
(1) FRONIUS IG PLUS 5.0-240 INVERTER
(33)X(154.5W CEC)X(95.5% EFF CEC)=4869.07W AC
SUNTECH STP175S-24/Ab-1 MODULES:
MAX POWER: 175 W
CEC RATING: 154.5 W
MAX POWER VOLTAGE: 35.2 V
OPEN CIRCUIT VOLTAGE: 44.2 V
MAX POWER CURRENT: 4.95 AMPS
SHORT CIRCUIT CURRENT: 5.2 AMPS
TOTAL NUMBER OF MODULES: 33
FRONIUS IG PLUS 5.0-240 INVERTER:
MAX DC INPUT: 600 V
MAX INPUT CURRENT: 23.4 AMPS
MAX AC OUTPUT CURRENT: 24 AMPS
PEAK EFFICIENCY: 96.2 %
CEC EFFICIENCY: 95.5 %
STRING TOTAL:
MODULES PER STRING: 11
TOTAL OPEN CIRCUIT VOLTAGE: 486.20 V
TOTAL MAX POWER VOLTAGE: 387.20 V
TOTAL SHORT CIRCUIT CURRENT:5.2 AMPS
TOTAL MAX POWER CURRENT: 4.95 AMPS
DC PHOTOVOLTAIC POWER SOURCE:
OPERATING CURRENT: 14.85 AMPS
OPERATING VOLTAGE: 387.20 V
MAX SYSTEM VOLTAGE: 554.27 V
SHORT CIRCUIT CURRENT: 15.60 AMPS
MAXIMUM SYSTEM VOLTAGE:
TEMP CORRECTION FACTOR:1.14
MAX SYSTEM VOLTAGE: 554.27 V
(OPEN CIRCUIT VOLTAOEHOTRINO TOTALXTEMP CORRECTION FACTOR) -
METER
200AMP
MAIN
BREAKER
10 240V 1723m-mLPE 200AMP
ENCLOS
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REV DATE
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PROJECT NO: 2871
15 AMP SQUARE D
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20 LEVERONI COURT
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REV DATE
PROJECT NO: 2871
CAD DWG FILE: E-1 SINGLE LINE.DWG
6
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(6) #10 THWN-2 COPPER
#10 THWN-2 COPPER GROUND
DC STRING VOLTAGE DROP:
MAX POWER CURRENT (lop): 4.95 AMPS
DM: 1.24CM
DC RUN POSITIVE AND NEGATIVE DISTANCE: 20011
VOLTAGE: 387.20 V
VOLTAGE DROP= (lopxD/1000NMt)(QM)= 1.22760V
%Vd=(VdNnom)100= 0.32%
DC VOLTAGE DROP:
MAX POWER CURRENT (lop): 14.85 AMPS
DAdt: 1.240/Mt
DC RUN DISTANCE: 20ft
VOLTAGE: 387.20 V
VOLTAGE DROP= (IopI2D/1000R/Idt)(DAdt)= 0.73656V
%Vd=(Vd/Vnom)100= 0.19%
FRONIUS IG PLUS 5.0-240
INVERTER
AC MAX OUTPUT CURRENT: 24A
RATED AMPS:24A X 1.25 = 30AOA
AC VOLTAGE DROP:
OUTPUT CURRENT (lop): 24 AMPS
D/Mt: 1.240/Idt
AC RUN DISTANCE 411
VOLTAGE: 240 V
VOLTAGE DROP= (Iop)QD/1000ft/Mt)(D/Idt)- 0.24V
%Vd=(VdNlwm)100= 0.10%
(3) #10 THWN-2 COPPER
#8 THWN-2 COPPER GROI
3/4" EMT
REVISIONS I PROPERTY OWNER: SHAFFER-RICHARD
DESCRIPTION BY CK'D APP/D ADDRESS: 736 LEAF CREST DRIVE
CHICO, CA 95926
DESIGNER: RONNIE MUNGLE 415-382-2149
DESIGN LEAD: JAMES WATERS 415-382-2189
CONSTRUCTION: KEVIN ROSALES 530-693-2000
3 2
FRONIUS
IG PLUS 5.0-240
5.OKW INVERTER
240 VAC
UL#1741
INTERNAL AC/DC
DISCONNECTS
PARCEL NUMBER:
043430-036-000 SINGLE LINE
'ATE: 3/18/2009
TATE' 3/18/2009
TATE: 3/16/2009 PERMIT SUBMITTAL
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