HomeMy WebLinkAbout063-340-016B06-2901 063-340-016
MISCELLANEOUSRoom Addn-Multi Stry
ADDITION AND REMODEL (934)
10441 DOE MILL RD
MCCROSSIN, JAMES M & JACQUELIN
.c.
B07-0001
VisC:h:[1 - rouS _ -
AG B[JIL-DL_�-
TR-FR-s; (-
10441 DOH MILL R.D
MCCR:OSSIN; JAMES -'A 1. JnCQUCLIA'
063-340-016 93-3963
EBERT, DUANE & JEFF O
DOE MILL & BATT RD., FOREST RANCH
ELE SER FOR WELL
063-340-016 94-0y2B,P,E,M
EBERT, JEFF
10441 DOE MILL RD., FOREST RANCH
NEW SINGLE FAMILY
�0�-079 scann�f_ �pv.� '�
i 7WM�
aDJUSTaBLe-TILT
GRDUTID mounT
The T77.1djustable-1ill Ground .11ount -, L
' S)steln maximizes PI surface area
per hilh ,.,,, draaticath, reducing installa-
tion tlnte,fiUnndation requirements and
r`
lahor costs. Pre-drilled 10, 0.30. aUdggret,
holds and alhgnmeltt lents allow for "out (J*
the hat" hltitude relsatilit{' and hnn -term
Inalnral adjustahilitt: ,
•
t
Rotational Support
Beam (Not shown
for clarity)
Piling
it Pin
Pin
Pivot
-- Rotation
Support 0
10, 20, 30, 40 degrees
OW
Inner Cinch Tube
allows for 4 Inches
of vertical
adjustabllity
Vf
B�� %.""- IcllrlAt
Rotational Supports Anodized Aluminum Rotational Support
(Torque Tubes) Panel Rails Cradle
9 SUNTECH
BLACK LABELTM
STP160S-12/Ab-1 STP165S-12/Ab-I
STP170S-12/Ab-I STP175S-12/Ab.'1
STP18,OS-12/Ab-1
80
Sul!
High Efficiency,_ High Quality
PV Module
C.&S
C
Electrical Characteristics
Model
STP180S-24/Ab-I STP175S-24/Ab-.1 STP170S-24/Ab-I STP165S-24/Ab-I
STP160S-24/Ab-I
Open -circuit voltage (Voc)
44.4V
44.2V
43.8V
43.6V
43.2V
Optimum operating voltage (Vmp)
35.6V
35.2V
35.2V
34.8v
34.4V
Short-circuit current (Isc)
5.4A
5.2A
5.14A
5.04A
5A
Optimum operating current (Imp)
5.05A
4.95A
4.83A
4.74A
4.65A
Maximurii power at STC (Pmax)
180wp
175Wp
170Wp
165Wp
160Wp
Operating temperature
-40°C to +85 1 'C
40t to +85°C
-409C to +85°C
-40°C to +85'C
-40°C to +859C
Maximum system voltage
600V DC
600V DC
600V DC
600V DC
600V DC
Series fuse rating
15 AMPS
15 AMPS
15 AMPS
15 AMPS
15 AMPS
STC: Irradiance 1000W/m', Module temperature 25°C, AM --1.5
STD-DS-STD-NO1.03 Rev 2008 www.suntech-powerxorn
E-mail: sales@suntech-power.com
.ri SUNTECH
Section P
Module Diagram
6
5
c5
52
U
0
Note: mm[inch)
Characteristics
Module IV Graph 170W
Specifications
Cell Monocrystalline silicon solar cells
125mmx 125mm
No. of cells and connections 72(6■12)
Dimension of module 1580mm■808mm*35mm
Weight 15.5kg
Temperature Coefficients
NOCT
45°C ± 2 C
Short-circuit current temperature coefficient
0.017 %/K
Open -circuit voltage temperature coefficient
-0.34 %/K
Peak power temperature coefficient
-0.48 %/K
Power tolerance
±3%
NOCT: Nominal Operating Cell Temperature
(data refer to STP 165S)
j
Output
Cable AIW (12AWG)
Lengths 1200mm(-) and 800mm(+)
Connection MC Plug Type IV
Normalized Isc, Voc, Pmax vs. module
temperature characteristics
180
20
150
0
120
N
E
a eo,1
0
� i
ti
m
j
so
ti cox
N
>D
V
�
N 40%
0
0 5 10 15 20 25 b 05 40 45 CO
Z 20Y
Voltage(V)
—SIC NCLe ...-. lOOVfm N8m —m — _,CwO-r-EePNm wOW -' WOMn wNa
Module temperature(C)
STD -DS -STD -N01.03 Rev 2008 www.suntech-power.com E-mail* sales@suntech-power.com
inYta-
Fronius IG Plus PV Inverter
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. _
AIF
POWERING YOUR FUTURE
INPUT DATA Fronius IG Plus 3.0-1 UNI 3.8-1 UNI 5.0-1 UNI 6.0-1 UNI 7.5-1 UNI 10.0-1 UNI 11.4-1 UNI 11.4-3 D.H. 1 12.0'3 WYE277
Recommended PV -Power (Wp) 2500-3450 3200-4400 4250-5750 5100-6900 6350-8600 8500-11500 9700-13100 9700-13100 10200-1?800
MPPT-Voltage Range 230 ... 500 V
Max. Input Voltage (at 1000 w/m2
14°F (-10OC) in open circuit operation) 600 V
Nominal Input Current I 8.3 A I 10.5 A I 13.8 A I 16.6 A I 20.7 A I 27.6 A I 31.4 A I 31.4 A I 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
OUTPUT DATA Fronius IG Plus
3.0-1 uNl
3.8-1 u.,
5.0-1uNl 6.0-1 uN, 7.5'1 UNI 10.0-1 uNl 11.4-1 UNI
11.4-3 Delle
i 12.0-3 wrez77
Nominal output power (PAC_ j
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 (40OC) 208 V / 240 V / 277 V
3000 W
3800 W
5000 W 6000 W 7500 W 9995 W 11400 W
11400 W
12000 W
Nominal AC output voltage
208 V / 240 V / 277 V
208 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 A'
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 A'
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.
277V
12.3A
15.6A
20.5A
24.6A
30.7A
40.9A
46.7A
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
GENERAL DATA Fronius IG Plus I 3.0-1 UNI I 3.8-1 UNI I 5.0-1 UNI I 6.0-1 UNI 1 7.5-1 UNI I 10.0-1 UNI I 11.4-1 UNI I 11.4-3 De1w 112.0-3 WYEYl7
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 777TdL
1741-2005, IEEE 1547-2003, IEEE 1547.1, ANSI/IEEE C62.41, FCC Part 15 A& B, NEC Article 690, C22. 2 No. 107.1-01 (Sept. 2001)
INPUT DATA Fronius IG Plus
I 3.0-1 UNI ( 3.8-1 UNI I 5.0-1 UNI I 6.0-1 UNI I 7.5-1 UNI I 10.0-1 UNI f 11.4-1 UNI I 11.4-3 Delle 1 12.0-3 WYE277
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
<=All
Fronius USA LLC Solar Electronic Division
10421 Citation Drive, Suite 1100, Brighton, Michigan, 48116
E -Mail: pv-us@fronius.com
www.fronius-usa.com
G
0
Q
OL a
rworthStar
ENGINEERING
Civil Engineers • Planners • Surveyors
STRUCTURAL CALCULATIONS
PROJECT: Ground Mount Solar Array
LOCATION: 10441 Doe Mill RoadEEWXP
L E. Chico, CA 9592860822OWNER: Jim McCrossin 17 31• la
JOB NUMBER: 09-108
DATE: May 28, 2009
Co• 1 •c�°�
CODES: California Building Code, 2007 Edition
CODE ENFORCEMENT: County of Butte Building Department
LOADS: Wind Speed: 85 mph Exposure: C (Method 2 used, u.n.o.)
Soil Bearing: 1500 psf (per CBC TABLE 18 -I -A)
NOTES: Are Special Inspections required for Engineering Elements Designed by
NorthStar Engineering? No
NorthStar Engineering is not responsible for these calculations unless this
sheet is stamped by a registered professional engineer and wet signed
with RED or BLUE ink.
GENERAL: Any structural or non-structural items that are not specifically addressed in
the following calculations and or details are designed by others and are not
the responsibility of NorthStar Engineering. o cj - C) r'!I
Page 1 of auit{41��1�
Fs � ...
N05 C/�
SUNSEEKER STRUCTURAL DESIGN
TITLE/PROJECT NAME DATE JOB #
SPG-McCrossin 5/28/09 09-108
SECTION ENGR PAGE
Component Summary MEM L 2
Summary of G3.0 ATGM Structural Components
Strenqth Check
Support Post
OK
Rotational Support
OK
Panel Rail -Aluminum
OK
Panel Rail Clip
OK
Cradle
OK
Pivot Bracket
OK
C and Waffle Clips
OK
Cinch Tube
OK
Fatigue Check
Support Post I OK
Rotational Support I OK
'See component calculation page for specific details.
Fr.>o;,::an YzCOO�E' ravasr+inr
2007 CBC
GOV.AGENCY
Butte County
Maximum Design Win
dspeed
85 mph
SUNSEEKER STRUCTURAL DESIGN
TITLE/PROJECT NAME
SPG -2878
SECTION
JArray Properties
Solar Panel Array Properties
Inputs:
DATE
5/28/09
ENGR
MEM
JOB #
09-108
PAGE
3
AV
J2 Ti.
2007 CBC
GOV.AGENCY
Butte Count
Post Spacing, s =
11
ft
# of Solar Panels in Panel Assembly =
2
Individual Solar Panel Width, wpanel =
4 -
It
Individual Solar Panel Length, Lpanel =
5.18
ft
Solar Panel and Structure Weight, ps =
3.5
psf (including solar panels and support structure)
Rotational Support Spacing =
2.6
ft
Max. Panel Rail Spacing =
3.18
ft = Individual Solar Panel Length - 2 ' 1'
Panel Row Width, w =
8.08
ft . _ (Panel Width x # of Panels) + (1" Gap x (# of Panels - 1))
Panel Assembly
TITLE/PROJECT NAME
SPG -2878
SECTION
Wind Loads
Wind Loads per ASCE 7-05
SUNSEEKER STRUCTURAL DESIGN
DATE
5/28/09
ENGR
MEM
JOB #
09-108
PAGE
4
TO it,
COdEfra TveRwer.:yv l+:+a:e:ies
2007 CBC
GOV.AGENCY
Butte Count
Height above ground to top of Panels = 6.7 it (Not to exceed 20 feet) ASCE 7-05 Reference
Basic Windspeed, V = 85 mph Verify With Local Jurisdiction Table 64
Wind Directionality, Ka = 0.85 6.5.8.1
Gust Effect Factor, G = 0.85 for rigid structures Figure 6-1
Importance Factor, I = 0.87 Table 6-1
Upwind Surface Roughness Category: F-7111 6.5.6.2
Exposure Category is C: Not Applicable yEs
Exposure Category:
Velocity Pressure Coefficient, K. =
Topographic Factor, K_, =
Velocity Pressure at Solar Panel Height =
qh = 0.00256K�KrKdV21 =
ASCE7-05. 6.5.7 Topographic Effects
C Verify With Local Jurisdiction
0.85
1.00 Verify With Local Jurisdiction
11.61 psf
6.5.6.3
Table 6-3
x(Upwind) x(Dowvwind) x(Upwind)
x(Downwind)
ESCARPMENT 2-D RIDGE OR 3-D AXISYMMETRICAL HILL
Height above local ground z = 6.7 it
Exposure: C
Hill Shape: 2-dimensional escarpments
The array is: Upwind of Gest —
Height of the hill or escarpment
relative to upwind terrain, H= 100 ft
Distance upwind of crest to where the
difference in ground elevation is half the
height of hill, Lh = 200 ft
Distance from the crest to the building, x = 300 ft x/Lh = 1.50
H/Lh = 0.50
calculate K, by using H/Lh = 0.50
Figure 6-4, K,/(H/Lh) = 0.85 K, = 0.43
calculate K2, K3 by using Lh = 200
KZ = 1 x/VLh P = 1.5
K2 = 0.00
K3 = e y2/Lh Y = 2.5
K3 = 0.92
Ko = i1 ,KIK2K3)2
(6-3)
K. = 1.00
Topographic Effects shall not be included
V
SUNSEEKER STRUCTURAL DESIGN
TITLE/PROJECT NAME
DATE JOB #
a. Dtt'J15i•f. IDfRY%GIv4, 1' IkJVwl!d:>
CODE
SPG -2878
F 69-108
F 2007 CBC
SECTION
ENGR PAGE
GOV. AGENCY
Seismic Loads
MEM 0
Butte Count
IBC2006 (1613), ASCE 7-05 CHAPTER 11, 12,13 SEISMIC DESIGN CRITERIA
Soil Site Class 0
Table 20-3-1, Default = D (Unless Geotech.
Engineer has verified otherwise)
Response Spectral Acc. (0.2 sec) Ss = 0.603
Figure 22-1 through 22-14
Response Spectral Acc.( 1.0 sec) S1 = 0.220
Figure 22-1 through 22-14
Site Coefficient Fa = 1.600
Table 11.4-1
Site Coefficient F„= 2.400
Table 11.4-2
Max Considered Earthquake Acc. SMs= Fa -Ss
= 0.010 (11.4-1)
Max Considered Earthquake Acc. SMS = F,,.S,
= 0.005 (11.4-2)
@ 5% Damped Design SDs = 2/3(SMs)
= 0.006 (11.4-3)
SD, = 2/3(SMl)
= 0.004 (11.4-4)
Nonbuilding structures, Section 15 ASCE 7-05 Reference
Response Modification Coef. R = 2 Table 15.4-2
Importance factor I = 1 15.4.1.1
For flexible nonbuilding, Cs = SDsI/R = 0.003
Min CS = 0.03 GOVERNS 15.4-2
i
V (ULT) = CsW = 0.030 W
I
Self Weight of One Bay = Ws x s x w = 311 Ib
If Snow Load exceeds 30 psf, include 20% of snow weight in seismic weight: 12.7.2 (See page 6 for snow load determination)
Snow Weight
Included in Seismic
Flat Panel 0 Ib
22.50 Panel 0 Ib
450 Panel 0 Ib
V (ULT) = CSW
Flat Panel 9 Ib
( 22.50 Panel 9 Ib
450 Panel 9 Ib
I
SUNSEEKER STRUCTURAL DESIGN
TITLE/PROJECT NAME DATE JOB #
SPG -2878 5/28/09 09-108
SECTION ENGR PAGE
Wind Loads MEM 6
Snow Loads per ASCE 7-05
2007 CBC
GOV.AGENCY
Butte Coun
f101N 1.1 GiOUHUbKM• —, n,-. I.E tL—i
ASCE 7-05 Reference
Ground Snow Load, p9 =
0
psf Verity With Local Jurisdiction
Figure 7-1
Exposure Factor, Ca =
0.9
(Based on Wind Exposure Category)
Table 7-2
Thermal Factor, C, =
1.2
Table 7-3
Importance Factor, I =
0.80
(for Occupancy Category I)
Table 7-4
Snow Load on Flat Roof, pr = 0.7C.C,lpg =
0.00
psf
Equation 7-1
Roof Slope Factor for 45°, Cs =
0.35
Figure 7-2c
Snow Load on 45° Roof, ps = Cspt =
0.00
Equation 7-2
Roof Slope Factor for 22.5°, Cs =
0.85
Figure 7-2c
Snow Load on 22.5° Roof, ps = Copt =
0.00
Equation 7-2
Roof Slope Factor for 15°, Cg =
1.0
Figure 7-2c
Snow Load on 15° Roof, ps = Cspl =
0.00
Equation 7-2
Minimum p = I x pg =
0
psf for pf <= 20 psf
Section 7.3
Governing Snow Loads
Flat
0
psf
15°
0
psf
22.5°
0
psf
45°
0
psf
f101N 1.1 GiOUHUbKM• —, n,-. I.E tL—i
SUNSEEKER STRUCTURAL DESIGN
1
TITLEIPROJECT NAME DATE JOB #
SPG -2878 5/28/09 09-108
SECTION ENGR PAGE
Wind Pressures MEM 7
Wind Pressures per ASCE 7-05 sec. 6.5.13: monoslope free roof
Wind Speed: 85 mph
Exposure: C
1W: 0.87 x
Gust Effect Factor : 0.85
Pressures are for unobstructed windflow
t>
Wtop
Wind �`� Jj/�(;,,�I Wbottom
Direction
77',
Kz: 0.85 x
Kzt: 1.0
Kd: 0.85 x
qh: 11.61 psf
L
0.5 1, 0.51..
4---1.1
_.
c6mrs-i0ckxoJeFylARer as
2007 CBC
GOV. AGENCY
Butte County
estop
Wbottom
Wind .i 1 I C` j Direction
h 0 �� y = 180°
77777 77 7 77TTT
Panel Width = 8.08 ft W...1 = (PNL + pNw) x (Panel Width/2)
M = (Prop - Pbo„om) x (Panel Width/4)
Note: p is in psf; w is in Of; M is in Ib-ft/ft: Positive moment is counter -clockwise
O
y= 0° Case A
CNW PNW CNL
PNL
I
3
n
3
r
S �
3
0
1.2
11.8
0.3
2.96
59.8 47.9
12 72.5
7.5
-0.6
-5.9
-1
-9.9
-64
-24
40 32.2
15
-0.9
-8.9
-1.3
-13
-88
-36
-52 32.2
22.5 -1.5
-15
-1.6
-16
-14-
-25
-64 8.06
30
-1.8
-18
-1.8
-18
-
-96
-72 0
137.51-1.8
-18
-1.8
-18
-
-92
72 0
O
y = 0° Case B
CNW PNW CNL
€
PNL
s
E
0
-1.1
-11
-0.1
-1 -48
-44
4 -81
7.5
-1.4
-14
0
0 -56
-56
0 -113
15
-1.9
-19
0
0 -76
-76
0 -153
22.5 -2.4
-24
-0.3
-3 -108
-96
-121-1691
30
-2.5
-25
-0.5
-4.9 -120 -100
-20 -161
37.5 -2.4
-24
-0.6
-5.9 -120
-96
-24 -145
45
-2.3
-23
-0.7
-6.9 -120
-92
-281-1291
O
y= 180° Case A
CNW PNW CNL
PNL
E n E
0
1.2
11.8
0.3
2.961
59.8 12 47.9 -73
7.5
0.9
8.88
1.5
14.8
95.7 59.8 35.9 48.4
15
1.3
12.8
1.6
15.79
116 63.8 51.9 24.2
22.5
1.7
16.8
1.8
17.76
140 71.8 67.8 8.06
L37.5
2.1
20.7
2.1
20.73
168 83.8 83.8 0
37.5
2.1
20.7
2.2
21.71
172 87.8 83.8 8.06
45
2.6
25.7
1.4
1382
160 55.8 104
O
y = 180° Case B
CNW PNW CNL
PNL
€$ E
3 $ S
3
0
-1.1
-11
-0.1
-0.987
-48 -4 -44 80.6
7.5
1.6
15.8
0.3
2.961
75.8 12 63.8 -105
15
1.8
17.8
0.6
5.922
95.7 23.9 71.8. -97
22.5
2.2
21.7
0.7
6.908 1
116 27.9 87.8d12
30
2.6
25.7
1
9.869
144 39.9 104
37.5
2.7
26.6
1.1
10.86
152 43.9 108
45
2.6
25.7
1.4
1382
160 55.8 104
Maximum Loads
wnorm = 187 plf O = 45 0
M = 169 Ib-ft/ft 0 = 22.5 0
Support Post
Unfactored Loads
Vertical Point Load = 1.77 kips
Horizontal Load = 1.46 kips
Post Height = 3.17 ft
Overturning Moment = 4.62 k -ft
To maintain row alignment, all relevant site conditions and effects (including differential settlement,
the use of engineered fill, frost heaves, etc.) should be considered in foundation design.
SUNSEEKER STRUCTURAL DESIGN
x,
BMW
V
TITLE/PROJECT NAME
DATE
JOB #
's
SPG-McCrossin
5128109
09-108
2007 CBC
COMPONENT
ENGR
PAGE
GOV.AGENCY
Post Foundation Design Requirements
MEM
®
Butte County
Support Post
Unfactored Loads
Vertical Point Load = 1.77 kips
Horizontal Load = 1.46 kips
Post Height = 3.17 ft
Overturning Moment = 4.62 k -ft
To maintain row alignment, all relevant site conditions and effects (including differential settlement,
the use of engineered fill, frost heaves, etc.) should be considered in foundation design.
Design Selection
Post Height Selected for Design: 38 in
(This height is used for strength check calculations)
Maximum Allowable Wind Speed for
Panels -at 450 (based on post strength 103 mph (Up to 130 mph)
only):
Maximum Allowable Windspeed for
Stowed Panel (based on post strength 132 mph (Up to 160 mph)
only):
"Note: Allowable windspeeds are calculated based only on the strength of the post. Other components' adequacy are not'covered by these
calculations.
SUNSEEKER STRUCTURAL DESIGN
TITLE/PROJECT NAME
DATE
JOB #
73mrs:.n 7CDpErryl4E�rriaf-
SPG-McCrossin
5/28/09
09-108
2007 CBC
SECTION
ENGR
PAGE
GOV.AGENCY
Support Post Design
F MEM
9
Butte County
Support Post Design Options
Inputs:
Post Spacing, s =
11 ft
# of Solar Panels =
2
Individual Solar Panel Width =
4 it
Solar Panel Weight =
3.5 psf
Panel Row Width, w =
8.08 It = (Panel Width x # of Panels) + (1" Gap (# of Panels - 1))
Post Selection: sound HSS or Pipe
Square or Rectangle HSS:
Round HSS or Pipe:
Manual Input:
HSS 4 -1/2X4 -1/2X3/8 I V
Pipe 4SM I •
Section Description: Input Name Here
A = 5.48 int
A'= 2.97 int
A = 0
int
I= 15.3 in
I= 6.82 in
I= 0
in
r= 1.67 in
r= 1.51 , in
r= 0
in
Z = 8.36 in
Z = 4.05 Ina
Z = 0
Ina
FY = 46 ksi
FY = , 35 ksi
FY = 0
ksi
h = 4.5 in
D = 4.5 in
h (or D) = 0
in
Maximum Post Height
Maximum Allowable Post
Height: 56 in for
Pipe 4STD
for Panels at 45° with Design W indspeed of 85 mph
Design Selection
Post Height Selected for Design: 38 in
(This height is used for strength check calculations)
Maximum Allowable Wind Speed for
Panels -at 450 (based on post strength 103 mph (Up to 130 mph)
only):
Maximum Allowable Windspeed for
Stowed Panel (based on post strength 132 mph (Up to 160 mph)
only):
"Note: Allowable windspeeds are calculated based only on the strength of the post. Other components' adequacy are not'covered by these
calculations.
SUNSEEKER STRUCTURAL DESIGN
TITLE/PROJECT NAME DATE JOB N
SPG -2878 5/28/09 09-108
COMPONENT ENGR PAGE
Support Post MEM 10
Geometric Data and Assumptions
TTi
CODE
2007 CBC
1
GOV.AGENCY
Butte County
Geometric Data and Assumptions
2.7 Fips
- Panel Width: 8.083 fl Tributary Width to Column: 11.0 ft F 2.3 kips
1
Panel Weight: 3.5 psi Column Height: 3.2 H
Demand Actions
F3,771
Gravity Load: `A' = Panel Weight x Width = 28.29 plf
P_ = w_ x Trib. Width to Col. = 311.2 lbs
2.7 Fips
Wind Load: Maximum Load occurs when y = 180° Case A
0 = 45 °
("Note: The moment caused by ASCE 7-05 wind loading at the worst case load case acts in the direction such that the
deformation limiting device (DLD) at the bottom of the panel is not engaged. Therefore, there is no force from the DLD
included in this load combination.)
w,„,,,,,i = 187.47 plf w,,,,, = 132.6 Of w„ p i -W = 133
plf
P,„,,,,,i = 2062.2 lbs P,,,, = 1458 lbs Php„ w = 1458
Ibs
Snow Load at 0°: W,,,,, = Snow Weight x Panel Width = 0 plf
P,,,,, = w,,,,, x Trib. Width to Col. = 0 lbs
Controlling Load Combination: 1.2D+1.6W+0.5S
P-__ = Pp = 1.2 x 311 + 1.6 x 1458 + 0.5 x 0 = 2707
lbs
Phacm„w -. = 1.6 x 1458 = 2333
lbs
Analysis Section: Pipe 4STD Fy:
35 ksi
E:
29000 ksi
Pro enies
Height of Pipe: 38 in Effective Length Factor, K:
2.1 (AISC Table C -C2.2)
A: 2.97 in'
above concrete footing
I: 6.82 in'
Z: 4.05 in3
Mu = P,,,;m,,,i „p„ x Hlp,. = 89
k -in
r: 1.51 in
Axial Force Check (AISC E3)
Fcr = 27.3 ksi m= 0.9 dtPn = 0 Fcr x A. = 72,98 kips
D/C: 0.04
OK
Bending Force Check (AISC F7 -F8)
Mp = Fy x Z = 141.8 k -in 0= 0.9 Mn = m Mp = 128 k -in
D/C: 0.69
OK
Combined Bending and Axial Check (AISC H1)
Worst Case from eq H7 -1a and 117-1b: 0.71 OK
eq. H11 -1b controls
Deflection A= PL 3 / 3 E I= 0.135 in = 2 L 1564
Fatigue Check (check stress at service loading for 50 mph wind)
to factor from design windspeed to 50 mph multiply loading by (50/(design windspeed))^2
= 0.346
y = 2.25 in
P,,,n = 311 + 1458 + 0 = 1769 x 0.346 =
612.25 Ib
P„p,i,p,,,i= 1458 x 0.346 = 504.6 Ib
M = Ph.,i p,i x Htp;p, = 19 k -in
Mj7 P
Q = + = 6.53 ksi < 24 ksi (Threshold F,,, for Stress Category A from AISC Table A-3.1)
OK
I A
TITLE/PROJECT NAME
SPG -2878
SECTION
Rotational Support
SUNSEEKER STRUCTURAL DESIGN
.DATE
5/28/09
ENGR
MEM
Rotational Support (Beam between Posts) Check
Inputs:
JOB #
09-108
PAGE
11
T.-
;''•.m".. IOcl. rtatug�lzdiw'iex
CODE-'
2007 CBC
GOV. AGENCY
Butte Count
Post Spacing =
11
ft
# of Solar Panels =
2
in' E = 29000 ksi
Individual Solar Panel Width =
4
ft
Solar Panel Weight =
3.5
psf
Panel Row Width, w =
8.08
ft = (Panel Width'# of Panels) + (1" Gap' (# of Panels - 1))
Section Properties: f 100mm x 80mm x 3mm Tube • Yield strength is automatically looked up based on selected section.
To override, input desired Fy here: . ksi
Make sure this cell is blank if using default Fy values.
A =
1.618
in` Fy = 36 ksi
I =
3.711
in' E = 29000 ksi
ZZstrong =
2.229
In'
Zmnk =
1.911
In'.
B =
3.15
in h/t = 31.4
H =
3.937
in
I =
0.118
in
Is section adequately sized for strength design? YES
TITLE/PROJECT NAME
SPG -2878
COMPONENT
Rotational Support (Beams between posts)
Geometric Data and Assumptions
Panel Width: 8.1 ft
Panel Weight: 3.5 psf
Demand Actions
SUNSEEKER STRUCTURAL DESIGN
DATE JOB #
5!28/09 09-108
ENGR PAGE
MEM 12
M
if- 49 it
CODE'ts: r lactayi:, /Ind rna3
2007 CBC
GOV.AGENCY
Butte County
Length= 11.0 ft (Loading occurs over the tributary width of 1 post)
Gravity Load: w„a„ =
Panel Weight x Width = 28.3
plf
w,,,°„9 =
caved x cos (0) = 26.1
plf
wweak =
w„a„ x sin (0) = 10.8
plf
M,,,,,9 =
(1/2) x (w,,,,,,9 x LZ)/8 = 198
Ib -ft
Mweak =
(1/2) x (wWBek x L2)/8 = 82
Ib -ft
V9— =
(1/2) x (w„en x L)/2 = 78
Ib
Wind Load: Maximum Load
occurs when y = 0° Case B
(Negative represents uplift)
wn°nnai = -108 plf
Mwim = (1/2) x (w,,,,, x LZ)/8 =
Vwind = (1/2) x (w,,,,, x L)/2 =
Twisting Mmax = 169.3 Ib-ft/ft
Tmex = (1/2) x (L/2) x M„a, _
Snow Load on Flat Panel: w"„ =
Snow Weight x Panel Width = 0.0
plf
Ma,.n9 =
(1/2) x (w,,,,,19 x L2)/8 = 0
Ib -ft
V.—W =
(1/2) x (ws,,,,,y x L)/2 = 0.0
Ib
Controlling Load Combination:
1.2D+1.6W+0.5S
466 Ib -ft
Note: For simplicity, snow load is based on a
flat panel. The slope angle of the panel may
be used to reduce demand from snow load.
M,(,,,,)= 1.2x 197.7 + 1.6 x -814.5 + 0.5 x 0 = -1066 Ib -ft = -12.8 k -in
Mu(weak) = 1.2 x 81.88 + = 98 Ib -ft = 1.2 k -in
T. = 1.6 x 466 + = 745 Ib -ft = 8.9 k -in
V. = 1.2 x 77.8 1.6 x -296 + 0.5 x 0 = -381 lbs = -0.4 k
O =
22.5 °
-814
Ib -ft
-296
Ib
466 Ib -ft
Note: For simplicity, snow load is based on a
flat panel. The slope angle of the panel may
be used to reduce demand from snow load.
M,(,,,,)= 1.2x 197.7 + 1.6 x -814.5 + 0.5 x 0 = -1066 Ib -ft = -12.8 k -in
Mu(weak) = 1.2 x 81.88 + = 98 Ib -ft = 1.2 k -in
T. = 1.6 x 466 + = 745 Ib -ft = 8.9 k -in
V. = 1.2 x 77.8 1.6 x -296 + 0.5 x 0 = -381 lbs = -0.4 k
SUNSEEKER STRUCTURAL DESIGN
TITLE/PROJECT NAME DATE JOB #
SPG -2878 5!28/09 09-108
COMPONENT ENGR PAGE
Rotational Support (Beams between posts) I MEM 13
Analysis Section: 100mm x 80mm x 3mm Tube
Torsion Check (AISC H3.1.b)
F« = 0.6_x Fy = 21.6 ksi m= 0.9
C= 2(B-t)(H-t)t - 4.5(4-pi)t3 = 2.73 in'
Bending Check (AISC F7)
Strong Axis: Mp = Fy x Z = 80 k -in m= 0.9
Weak Axis: Mp = Fy x Z = 69 k -in m= 0.9
A: 1.62 in`
I:
3.71 in'
Z„„,�:
2.23 irr 3
Z..,:
1.91 Ina
h/t:
31.4
H:
3.94 in
ffir-M gem
®0
1�
CODE'S a TarF.e�lec?ti dut^;iec
2007 CBC
GOV. AGENCY
Butte County
Fy: 36 ksi
E: 29000 ksi
OT„ = m F�,C = 53.0 k -in D/C: 0.17
Mn = m Mp = 72.2 k -in Combined D/C:
Mn = m Mp = 61.9 k -in 0.16
Shear Check (AISC G5)
V„=0.6xFyxkxC„= 19 k (D= 0.9 Vn=4)Vn= 17.0 k D/C: 0.02
k„= 5
C„= 1.0
Combined Torsion. Shear. Flexure and Axial Check (if Torsion D/C exceeds 0.2) (AISC H3.2)
"' Assume that rotational supports experience axial loading of 5% capacity
Pr+Mr +(VV
+TrZ=N/A > 1.0 OK
OKP, MIT�
) -
Fatigue Check (check stress at service loading for 50 mph wind)
to factor from design windspeed to 50 mph multiply loading by (50/(design windspeed))^2 = 0.346
Bending Stress
y = 1.969 in
91= 198 + -814 + 0 = -617 x 0.35 = -213 Ib -ft = -2.6 k -in
6 = My = 1.359 ksi < 24 ksi (Threshold FTH for Stress Category A from AISC Table A-3.1) OK
Shear Stress
T = 466 x 0.346 = 161 Ib -ft = 1.9 k -in B = 3.15 in
H = 3.937 in
o = (B -t) x (H -t) = 11.58 in` t= 0.118 in
T = T = 1 ksi < 24 ksi (Threshold FTH for Stress Category A from AISC Table A-3.1) OK
2ta
TITLE/PROJECT NAME
SPG -2878
COMPONENT
Rotational Support (Beams between posts)
Geometric Data and Assumptions
Panel Width: 8.08 ft
Panel Weight: 3.5 psf
Demand Actions
SUNSEEKER STRUCTURAL DESIGN
DATE JOB #
5/28/09 09-108
ENGR PAGE
MEM F14
CODE
2007 CBC
GOV.AGENCY
Butte County
Length = 11.0 ft (Loading occurs over the tributary width of 1 post)
Gravity Load: wan =
Panel Weight x Width = 28.3
plf
ws„o 9 =
w„,„ x cos (0) = 20.0
plf
wwaak =
w„a„ x sin (0) = 20.0
plf
W-9 =
(1/2) x (ws,,,,,9 x L2)/8 = 151
Ib -ft
Mwaak =
(1/2) x (wwsak x L2)/8 = 151
Ib -ft
V9.. _
(1/2) x (w_„ x L)/2 = 78
Ib
Wind Load: Maximum Load occurs when T = 180° Case A
O = 45 °
W-1 = 187.5 pif
MW1°d = (1/2) x (w„o,,, x LZ)/8 =
1418
Ib -ft
Vw;,,d = (1/2) x (wao,,,, x L)/2 =
516
Ib
Twisting M—, = 24.18 Ib-ft/ft
T„a, _ (1/2) x (L/2) x M„°x =
67
Ib -ft
Snow Load on Flat Panel: wan =
Snow Weight x Panel Width = 0.0
plf
Ms,rony =
(1/2) x (ws,.. x L2)/8 = 0
Ib -ft
Vsnow =
(1/2) x (ws,,,,,y x L)/2 = 0
Ib
Controlling Load Combination:
1.2D+1.6W+0.5S
M°)s„one) = 1.2x 151.3
+ 1.6 x 1418 + 0.5 x 0
=
2450
Ib -ft = 29.4 k -in
Mu(weak) = 1.2x 151.3
=
182
Ib -ft = 2.2 k -in
T° =
1.6 x 67 +
=
106
Ib -ft = 1.3 k -in
V„= 1.2x 77.8
1.6x 516 + 0.5x 0
=
918
lbs = 0.9 k
i
SUNSEEKER STRUCTURAL DESIGN
TITLE/PROJECT NAME DATE JOB #
SPG -2878 5/28/09 09-108
COMPONENT ENGR PAGE
Rotational Support (Beams bet I MEM F 15
Analysis Section: 100mm x 80mm x 3mm Tube
A: 1.62 in`
E:
I:
3.71 in'
My
Zsirorg:
2.23 in
'-weuk:
1.91 Ina
< 24
h/l:
31.4
H:
3.94 in
Shear Stress
T a" *
CODE T.nr�p'ru7ccly=s3cnytc9.a5+t�
2007 CBC
GOV.AGENCY
Butte County
36 ksi
29000 ksi
Torsion Check (AISC H3.1.b)
Fe, = 0.6 x Fy = 21.6 ksi m= 0.9 (1)T„ = m F.0 = 53.0 k -in D/C: 0.02
C = 2(B-1)(H-t)t - 4.5(4-pi)t3 = 2.73
Bending Check (AISC F7)
Strong Axis: Mp = F. x Z = 80.2 k -in m= 0.9 Mn = m Mp = 72.2 k -in Combined DIC:
Weak Axis: Mp = Fy x Z = 68.8 k -in q- 0.9 Mn = m Mp = 61.9 k -in 0.44
Shear Check (AISC (35)
V„=0.6xFyxkxC„= 18.9 k m= 0.9 Vn=(DVn= 17 k D/C: 0.05
k„= 5
C„= '1.0
Combined Torsion, Shear. Flexure and Axial Check (if Torsion DIC exceeds 0.2) (AISC H3.2)
Assume that rotational supports experience axial loading of 5% capacity
2
Pr Mr
-i-- +�V-+T-� = N/A > 1.0 OK.
P. M, V,r Tr,
Fatigue Check (check stress at service loading for 50 mph wind)
to factor from design windspeed to 50 mph multiply loading by (50/(design windspeed))A2
Bending Stress
y = 1.969 in
= 0.346
OK
M(W.n9) =
151 +
1418 +
0' = 1569 x 0.35 = 542.9 Ib -ft = 6.5 k -in
My
6 = =
3.456 ksi
< 24
ksi (Threshold FTH for Stress Category A from AISC Table A-3.1) OK
Shear Stress
T =
67 x
0.35 =
23 Ib -ft = 0.3 k -in B = 3.15 in
H = 3.937 in
a =
(B -t) x (H -t) =
11.6 int
t = 0.118 in
T
T = =
0 ksi
< 24
ksi (Threshold FTH for Stress Category A from AISC Table A-3.1) OK
2ta
SUNSEEKER STRUCTURAL DESIGN
TITLE/PROJECT NAME DATE
SPG -2878 5/28109
COMPONENT ENGR
Panel Rail MEM
Geometric Data and Assumptions
Panel Rail Length, L: 8.08 ft Panel Rail Tributary Width: 2.6 ft
Panel Weight: 3.5 psf Rotational Support Spacing, x: 2.6 It
Demand Actions
Gravity Load on Flat Panel: w.,n = Panel Weight x Trib. Width = 9.1 plf'
Wind Load: Maximum Load occurs when T = 180° Case B
W -n = Max p„„. x Trib. Width = 69.0 plf
Snow Load on Flat Panel: w,,,n = Snow Weight x Trib. Width = 0 plf
JOB #
09-108
PAGE
16
AT Ts-
COE)i `" Tic�raer.;,yl;dcvtnea
ADM
GOV. AGENCY
Butte County
E >
x
O = 37.5 °
Controlling Load Combinations:
1.2D+1.6W+0.5S
w„= 1.2x 9.07 + 1.6x
69
+ 0.5x
0
= 121.3 plf
M„ = 0.5 x w„ x (U2 - x/2)2 =
456
Ib -ft =
5.5
k -in
V„ = w„ x (U2 - x/2) =
333
Ib
1.2D+1.6S+0.8W
w„ = 1.2 x 9.07 + 1.6 x
69
+ 0.8 x
0
= 66 pif
M„ = 0.5 x w„ x (U2 - x/2)2 =
248
Ib -ft =
3.0
k -in
V. = w„ x (U2 - x/2) =
181
Ib
Analysis Section: Aluminum Alloy 6063A -T5 Extruded
Properties
Y: 1.398 in
l: 0.531 in
NJ �,
Demand: 6m„ _ = 14.4 ksi
Bending Check (Aluminum Design Manual 3.4.4)
mFi =min of { 1.3(DYF,y = 28.7 ksi GOVERNS
1.424)„ F,,,/k, = 35 ksi
OY = 0.95
m„ = 0.85
k, = 1.0
Deflection (conservative approximation with a = U2 -x/2)
Snow A = wa4/8EI = 0 in
Wind: A= wa°/8EI = 0.09 in
Dead: A= wa°/8EI = 0.01 in
GOVERNS
F,y: 23.2 ksi
F,,,: 29 ksi
E: 10100 ksi
"'verity strength values
D/C: 0.50 OK
By: MEM
Date: 5/28/2009
Job No: 0711-103
Page \ - of
NorthStar
ENGINEERING.
111 MISSION RANCH BLVD.
SUITE 100
CHICO, CA 95926
530-893-1600
FAX 530-893-2113
General Notes:
1. The engineer is responsible for the structural items as noted in the following calculations. Should any
changes be made to the design as detailed in these calculations without written approval from the
engineer then the engineer assumes no responsibility for the entire structure or portions thereof.
2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the
responsibility of the contractor or owner.
3. These calculations are based on a completed structure. Should an unfinished structure be subject to
loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility.
4. Building sites are assumed to be drained and free of clay or.expansive soil. Any other conditions
must be brought to the attention of the engineer.
5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions
encountered must be brought to the attention of the engineer.
6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements).
ASSUMED ALLOWABLE SOIL BEARING PRESSURE (g) = 1.5 KSF
By: MEM
Date: 5/28/2009
Job No: 09- IDS
Page 1 g of
COLUMN FOUNDATION
MAXIMUM WIND FORCE ON COLUMN fl:
MEDIAN HEIGHT OF STRUCTURE (X) =
NorthStar
ENGINEERING
1460 LBS
3.5 FT
MAXIMUM OVERTURNING MOMENT FROM WIND (Mmax) = 5110 FT - LB
LATERAL SLIDING RESISTANCE = 130 PSF
IS 1 / 2 INCH OF MOVEMENT AT THE GROUND SURFACE OKAY DUE TO
SHORT TERM LATERAL LOADS ? (YES OR NO)
ENTER (1 FOR YES) OR (( 1 YES
LATERAL SLIDING RESISTANCE (S1) = 260 PSF
(SEE NOTE 1 FOR INCREASE)
EQUATION d = (A / 2) " (1 + (1 + (4.36 ' h / A)^0.5)
WHERE A=2.34*P/ (Sl 'b) = 4.045
P = 1460 LBS (APPLIED LATERAL FORCE)
S1 = 563 PSF (ALLOWABLE LATERAL SOIL -BEARING
PRESSURE PER UBC TABLE NO. 18-1-A
BASED ON 1/3 THE EMBEDMENT DEPTH)
b = 1.5 FEET (DIAMETER OF ROUND POST OR FOOTING
OR DIAGONAL DIMENSION OF SQUARE
POST OR FOOTING)
h = 3.50 FEET (DISTANCE FROM GROUND SURFACE TO
POINT OF APPLICATION OF P)
d1 = 6.5 FEET (ASSUMED DEPTH OF EMBEDMENT IN EARTH
BUT NOT OVER 12 FEET FOR PURPOSE OF
COMPUTING LATERAL PRESSURE)
d = 6.4 FEET MINIMUM EMBEDMENT REQUIRED
(CONTINUE TO RUN THE PROGRAM UNTIL
d IS WITHIN 0.1 FEET OF d1)
NOTES:
1. IF 1 / 2 INCH OF MOVEMENT IS OKAY AT THE GROUND SURFACE
DUE TO SHORT TERM LATERAL LOADS, THEN S1 VALUE MAY BE
DOUBLED.
USE: 1.5 FT WIDE 6.5 FT DEEP PIER FOOTING
111 MISSION RANCH BLVD.
SUITE 100
CHICO, CA 95926
530-893-1600
FAX 530-893-2113
By: MEM
Date: 5/28/2009
Job No: O° - l p$
Page I � of
COLUMN FOUNDATION
• MAXIMUM WIND FORCE ON COLUMN fl:
MEDIAN HEIGHT OF STRUCTURE (X) =
NorthStar
ENGINEERING
730 LBS
3.5 FT
MAXIMUM OVERTURNING MOMENT FROM WIND (Mmax) = 2555 FT - LB
LATERAL SLIDING RESISTANCE = 130 PSF
IS 1 / 2 INCH OF MOVEMENT AT THE GROUND SURFACE OKAY DUE TO
SHORT TERM LATERAL LOADS ? (YES OR NO)
ENTER (1 FOR YES) OR (( 1 YES
LATERAL SLIDING RESISTANCE (S1) = 260 PSF
(SEE NOTE 1 FOR INCREASE)
EQUATION d = (A / 2) * (1 + (1 + (4.36 * h / A)^0.5)
WHERE A = 2.34 * P / (S1 * b) = 2.63
P = 730
LBS (APPLIED LATERAL FORCE)
S1 = 433
PSF (ALLOWABLE LATERAL SOIL -BEARING
PRESSURE PER UBC TABLE NO. 18-1-A
BASED ON 1/3 THE EMBEDMENT DEPTH)
b = 1.5
FEET (DIAMETER OF ROUND POST OR. FOOTING
OR DIAGONAL DIMENSION OF SQUARE
POST OR FOOTING)
h = 3.50
FEET (DISTANCE FROM GROUND SURFACE TO
POINT OF APPLICATION OF P)
d1 = 5
FEET (ASSUMED DEPTH OF.EMBEDMENT IN EARTH
BUT NOT OVER 12 FEET FOR PURPOSE OF
COMPUTING LATERAL PRESSURE)
d = 4.7 FEET MINIMUM EMBEDMENT REQUIRED
(CONTINUE TO RUN THE PROGRAM UNTIL
d IS WITHIN 0.1 FEET OF d1)
NOTES:
1. IF 1 / 2 INCH OF MOVEMENT IS OKAY AT THE GROUND SURFACE
DUE TO SHORT TERM LATERAL LOADS, THEN S1 VALUE MAY BE
DOUBLED.
USE: 1.5 FT WIDE 5 FT DEEP PIER FOOTING
111 MISSION RANCH BLVD.
SUITE 100
CHICO, CA 95926
530-893-1600
FAX 530-893-2113
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE 4:(530) 538-7541 FAX#: (530) 538-2140
WEBSITE: www.buttecounty.net\dds
PROJECT INFORMATION
Site Address: 10441 DOE MILL RD
Owner:MCCROSSIN,
Permit No: B06-2901
APN: 063-340-016
JAMES M & JAC
Issued Date: 01/26/2007 By GLB
Permit type: MISCELLANEOUS
10441 DOE MILL RD
Subtype: Room Addn-Multi Stry
CHICO, CA 95928
Expiration Date: 01/26/2008
Description: ADDITION AND REMODEL (934)
(530) 897-0442
Occupancy: Zoning: U
Contractor
Applicant:
Square Footage:
MCCROSSIN, JAMES M & JA
Building Garage Remdl/Addn
10441 DOE MILL RD
934 1,000
`
CHICO, CA 95928
Other Porch/Patio Total
(530) 897-0442
563 2,497
FEE INFORMATION
EH Building Review Fee $70.00
Fire Inspection (SRA) -Fire -Res $95.00
Fire Plan Review (SRA) -Fire -Re $95.00
Fire Safe Standards Review $109.98
Room Addition - Multi Story $692.87
Room Addition - Multi Story PC $461.92
SMIP - Residential $6.97
Total Charged: $1,531.74 Fees Paid: $1,531.74
Balance Due: $0.00 Receipt No: B1641
LICENSED CONTRACTOR'S DECLARATION
OWNER / BUILDER DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000)
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license
is in full force and effect.
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
X 01/26/2007
the applicant to a civil penalty of not more than five hundred dollars [$500];
Please check one of the following:
Contractor's Signature Date
I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR
WORKERS' COMPENSATION DECLARATION
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
the work himself or herself or through his or her own employees, provided that such improvements
❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
are not intended or offered for sale. If, however, the building or improvement is sold within one
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
year of completion, the owner -builder will have the burden of proof that he or she did not build or
performance of the work for which this permit is issued.
improve for the purpose of sale.).
❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
❑
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code:
Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
The Contractor's License Law dows not apply to an owner of the property who builds or improves
My Workers' Compansation insurance carrier and policy number are;
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractor's License Law.).
Cartier: Policy Number: Exp. Date:
(This section need not be completed if the permit is or one hundred dollars ($100) or less.
ElIAM EXEMPT under Section B. 8 P.C. for this reason:
I CERTIFY THAT IN THE PERFORMANCE OF TH ORK FOR WHICH THIS PERMIT IS
ISSUED, I shall not employ any person in any m her so as to become subject to the Workers'
d agree
Compensation laws of California, and agree if I should become subject to the workers'
X 01/26/2007
compensation provisio of Section a or Code, I shall forthwith comply with those
Owne ignature Date
provisions.
X 01/26/2007
I hereby certify that I have read this application and state that the above information is coned. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
Signat Date
WA NTNG: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless
Butte County, its officers, agents and employees from any and all claims and liability for personal
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
injury, including death, and property damage caused arising out of, in any way connected with
HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION,
( )
the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte
ATTORNEY'S FEES.
County to enter the above mentioned property for inspection purposes. I hereby certify that I am the
property owner or am authorized to act on the property owner's behalf.
CONSTRUCTION LENDING AGENCY
01/26/2007
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Name of Permittee [SIGN] Print Date
the performance of the work for which this permit is issued. (3097 civ. code)
Owner Contractor OR. Agent for Owner ❑Agent for Contractor
FILE COPY
Lender's Address City State Zip
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 75965
(530) 538-7601 Telephone
(530) 538-7785 Fax
www.buttecounty.net/dds
OWNER -BUILDER INFORMATION
An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified.
For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed
by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from
possible liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by
law to put their license number on all permits for which they apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and
protection:
° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire
project and such persons are not licensed as contractors or subcontractors, then you may be an employer.
° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal
° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions.
There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance.
° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business
Administration). For more specific information about your obligations unders state law, contact the Department of Benerit Payments and the Division of Industrial
Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform thier work personally or through thier own employees,
without a license contractor or subcontractor, only under limited conditions.
A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is
providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work
personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321
-CLSB (2752) or by accessing thier website at www.CSLB.ca.gov.
PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE
AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED.
OWNER BUILDER VERIFICATION
PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING
PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED.
1. I PERSONALLY PLANtzko PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY
IMPROVEMENT YES R NO)
2. (HAVE VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK.
3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (I RK TO PROVIDE THE PROPOSED CONSTRUCTION:
NAME
ADDRESS CITY
PHONE CONTRACTORS LICENSE NO
4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE
THE MAJOR WORK:
NAME
ADDRESS CITY
PHONE CONTRACTORS LICENSE NO
5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED:
NAME ADDRESS PHONE TYPE OF WORK
Description: ADDITION AND REMODEL (934)
Reference Number: B06-2901
Applicant Name: MCCROSSIN, JAMES M &
Signature of Property Owner:
Date: I/ 1_4 61
I \
t
i`
I t
{
t
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
OFFICE #: (530) 538-7541 FAX #: (530) 538-2140
A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION
Website: www.buftecounty.net/dds
"PLEASE PRINT CLEARLY"
OWNER INFORMATION
Last Nam G �sl j
174
first Name -
4 es
Mailing Address /,g % yf Al f- 44�1-L �v
City C Gv
State C',
Zip
Phone.?,)p y7_o Y,y 7-
Fax
E-mail
i.K(;'
ARCHITECT/ENGINEER
CONTRACTOR
Name
City U--�) C -t.
Address
Zip ti
City
Fax
State
Zip
Phone
LENDING AGENCY
Fax
E-mail
Uc. #
Class
ARCHITECT/ENGINEER
Name V k.Y N/ ) nS
Address
C �e
City U--�) C -t.
State
Zip ti
Phone. �" `L.l o�
Fax
E-mail
State License Number
APPLICANT INFORMATION
Name
Address
City G d i e o
State C ,9
Zip 7S—'? zd'
Phor�l 3a) X77—o y`iL
Fax
E-mail .
J ,rte/ _Z_ . C o
AP. LI CANT S lf#NATURE
X
For office use only:
Zai ing Flood Zone SRA Yes No
Occ. Type Const.
Subdivision Name Map Book Page Lot #
Planner
Date Approved:
PERMIT
NO.
�6 l
PROJECT LOCATION
AP# 0(_ 3 -1G/� 01 4
Ppe d d,r se A) 71
ate
h�ea
Cross S 1z7** �� �✓
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
Description or Scope of Work:
1
Sq FT- Living 3 Garage pen e J r- Cov 30
❑ Structure Built wifhout Permits
❑ Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will he
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person v.h.•
paid the fee. The request must be made prior to the expiration of th^
permit and no construction work has been done. Filing tee,,, pllr 1
check fees for work plan checked and other depar men* cost, a* etc
refundable. 1
Received by:
Receipt #:
Amount:
SRA
—_Sh •riff
f Date: Other
`-t' Total
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One form per Building)
School District Ok('(o / t1('T / 5 C ' 1")( Building Department No.
A.P. Number 6V3 - 2 O, 01 � Jurisdiction: City County
Property Owner t t 1 C- C y U'SS J a✓ N S
Property Location/Address ' (�`� "f , 1_/ o P M
Subdivision Lot No.
.....................................................................................�
Residential Development Q Q Q Sq
No of Living Mobile Home Addition/ 'Supplemental to
Units Installation Conversion Permit #
•(No foundation inspection)
:........................................................................................
Commercial/Industrial 0
New Addition
Representative .
Footage
IT56-3-
(Group. R)
Deed Restricted Sq. Footage
(Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document)
Distr
ict Identification No. OX -3 j
_
School District certifies that
has complied with the requirements of Resolution No. 7 b0
representingnu7
square feet.
Sq. Footage
(Including Exterior
;��
RAreas)
IC4--
Date
1
A &P5 S -// 7
(Applicant)
(Phone Number)
(Zip Code)
by payment of $ Ot i / /
B 2926 =
ULL MITIGATION f
School District Representative
Paid by Check # Remarks:
z-gs-_0 7
Date
Notice: You may protest the Imposition of the tees Identified above by submitting a written protist to the District, In compliance wllh
Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit
you from challenging the Imposition of time fees In any court action.
N, subsequent to the School District Representative signing this Butte County Schools Impact Fee Cer0cotion Form, the School District Is
notified by the applicable Local Planning Agency that this project Is being reviewed under the CoWernin Environmental QuaNty Act (CEQA),
this project may be subject to additional school tees to fully mitigate he Impact on the school disbWs schools.
White (school district), Yellow (building department), Pink (applicant) teeformids (3M5Wnm
Butte County Department of Public Works
J. MICHAEL CRUMP, DIRECTOR
LAND DEVELOPMENT DIVISION
Storm Water Managment Program
7 County Center Drive
Oroville, CA 75965
(530) 538-7266 Telephone
(530) 538-7171 Fax
www.buttecounty.net/dds
National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm
Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment
[LESS THAN 1 ACRE 1
Reference Number:
B06-2901
Date:
12/29/2006
Location:
10441 DOE MILL RD
By:
KEJ
Parcel Number:
063-340-016
Sub Type:
Room Addn-Multi Sti
Owner Name:
MCCROSSIN, JAMES M & JACOUELIN
Phone:
(530) 897-0442
Description:
ADDITION AND REMODEL (934)
By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more
of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California
Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but
when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm
Water Permit from the state of California Regional Water Quality Board.
I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water
Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or
more of land may result in revocation of grading and/or other permits or other santions provided by law.
Signed: r�
Title:y LlJ 17 Q�
FILE
Date: 12/29/2006
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 75965
(530) 538-7601 Telephone
(530) 538-7785 Fax
www.buttecounty.net/dds
PERMIT APPLICATION DATA SHEET
Reference Number: B06-2901
Location: 10441 DOE MILL RD
Parcel Number: 063-340-016
Owner Name: MCCROSSIN, JAMES M & JACOUELIN
Description: ADDITION AND REMODEL (934)
Date: 12/29/2006
By: KEJ
Sub Type: Room Addn-Multi Sti
Phone: (530) 897-0442
The above permit application has the following Clearances required prior to permit issuance. Please contact each department
indicated below regarding specific requirements pertaining to your permit application.
Yes
No
DRAINAGE DISTRICTS
❑
❑
Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740
❑
❑
LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000
❑
❑
City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711
PARKS & RECREATION DISTRICTS
❑
❑
Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711
❑
❑
Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921
❑
❑
Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011
❑
❑
Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393
SCHOOL DISTRICTS
EBiggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281
E] Biggs
Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 —' Wailed q( C&Avc4
❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675
❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723
❑ Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000
❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000
❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105
❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400
OTHER
❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions
�/O
City of Biggs Planning Department, 3016 Sixth Street B' gs CA 95917 - (530) 868-5447
ther: %� % CJ1 l� (-'Sy--
❑ Other:
❑ ❑ Other:
Signature of Property Owner:
FILE
Date: 12/29/2006
BUTTE COUNTY FEE SUMMARY
7 County Center Drive
Oroville, CA 75965
Department of Development Services
Phone (530) 538-7541 Fax (530) 538-2140
Permit Number: B06-2901
Job Address: 10441 DOE MILL RD
Contractor:
Printed: 12/29/2006
10:34 am
Fee Description
Account Number
Fee Amount
Paid Date
Pmt Amt
EH Building Review Fee
Fire Inspection (SRA) -Fire -Res
0021-540013-4614901-1010
$70.00
12/29/2006
$70.00
Fire Safe Standards Review
0100-450001-4617240-1010
$95.00 -
Fire Plan Review (SRA) -Fire -Re
0010-440001-4210500-1010
$109.98
12/29/2006
$109.98
Room Addition - Multi Story
0100-450001-4617240-1010
$95.00
12/29/2006
$95.00
Room Addition - Multi Story PC
0010-440001-4210500-1010
$692.87 -
SMIP - Residential
0010-440001-4210500-1010
$461.92
12/29/2006
$461.92
1001-0-280-1011298
— $6.97
19531.74 $736.90
Printed By: Karen Jones Balance Due: $794.84
At the time of permit application, I was advised t ove fees are required prior to issuance of the permit. These fees may change during the plan
checking process.
Signature: Date: 12/29/2006
Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days
from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments
for a protest are specified in Government Code Section 66020(a).
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 75965
(530) 538-7601 Telephone
(530) 538-7785 Fax
www.buttecounty.net/dds
NOTICE TO BUILDERS
Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In
addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental
Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to
expedite your permit:
0 Make sure your application is complete.
0 Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes
without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not
started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to
expiration an indefinite number of times, provided construction progress has been documented by the Building Division during
each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In
order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking
and documentation may be required. Upon completion of work covered by this permit, please contact this office for final
inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is
issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications
(not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are
for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn
before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of
$54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration
of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any
refund amount) to determine no work was done.
Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/
Reference Number: B06-2901 Date: 12/29/2006
Location: 10441 DOE MILL RD
Parcel Number: 063-340-016
Owner Name: MCCROSSIN, JAMES M & JACQUELIN Phone: (530) 897-0442
Description: ADDITION AND REMODEL (934)
Signature of Property Owner: Date: 12/29/2006
FILE
12/29/2006 10:14 FAX 5309930532 Gary Hawkins Architect
4
la 003
JIM McC-RO55IN
O0" OM MILL W. CHOW, GA
u
f MMWaW
904S Csr+sn av6.. &M, i 96 (590) 882,2700
FNC(990)8090092
CkICO, G OB979 QCWrCh6W Q[obol,nvf
ACCQ'F4Ctd4 M14C M For,
JIM MCCRO55IN
0" WE MILL W. CHH, GA
MW
a049 Cense Avg., @x8.180(936) 692.2766
FAX: (990) 6930992
Chico, G 05073 Warvarc Wboglobol.not
AOMCK/I0340 . row mm i:lat/cC C-�JUILN
JIM McGRD551N �::KAK ,
80" DOE FALL ROAD, cmro, c,-LIrORWA Axi no.: O(H24 � ro. n r .
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (530) 538-2140
WEBSITE: www.buttecounty.net\dds
PROJECT INFORMATION
Site Address: 10441 DOE MILL RD
Owner:
Permit No: B07-0001
APN: 063-340-016
MCCROSSIN, JAMES M & JAC
Issued Date: 01/26/2007 By GLB
Permit type: MISCELLANEOUS
10441 DOE MILL RD
Subtype: Ag Exempt
CHICO, CA 95928
Expiration Date: 01/26/2008
Description: AG BUILDING- 16 X 32- TRACTOR
Occupancy: Zoning: U
Contractor
Applicant:
Square Footage:
MCCROSSIN, JAMES M & JA
Building Garage Remdl/Addn
10441 DOE MILL RD
CHICO, CA 95928
Other Porch/Patio Total
(530)897-0442
FEE INFORMATION
DBOMSCF Ag Exemption Permit $109.98
EH Building Review Fee $70.00
Total Charged: $179.98 Fees Paid: $179.98
Balance Due: $0.00 Receipt No: B1346
LICENSED CONTRACTOR'S DECLARATION
OWNER / BUILDER DECLARATION
Contractor (Name) State Contractors License No. / Class / Expires
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License
Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that
requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance,
also requires the applicant for such permit to file a signed statement that he or she is licensed
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license
Pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000)
is in full force and effect.
of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects
X 01/26/2007
the applicant to a civil penalty of not more than five hundred dollars ($500];
Please check one of the following:
Contractor's Signature Date
riR I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE
1 I COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
WORKERS' COMPENSATION DECLARATION
I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations:
I HAVE AND
the work himself or herself or through his or her own employees, provided that such improvements
WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
are not intended or offered for sale. If, however, the building or improvement is sold within one
WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the
year of completion, the owner -builder will have the burden of proof that he or she did not build or
performance of the work for which this permit is issued.
improve for the purpose of sale.).
I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
❑❑
Section 3700
I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code:
of the Labor Code, for the performance of the work for which this permit is issued.
My Workers' Compensation insurance carrier and policy number are;
The Contractor's License Law dows not apply to an owner of the property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Contractor's License Law.).
Cartier: Policy Number. Exp. Date:
(This section need not be competed if the permit is or one hundred dollars ($100) or less.
❑ 1 AM EXEMPT under Section B. & P.C. for this reason:
n] I CERTIFY THAT IN THE PERFORMANCE E WORK FOR WHICH THIS PERMIT IS
I dtJ ISSUED, I shall not employ any person in manner so as to become to the Workers'
X 01/26/2007
subject
Compensation laws of California, and that if I should become subject to the workers'
compensation provisions of Section 0 of the Labor Code, I shall forthwith comply with those
Owner' jgnature Date
provisions.
X 01/26/2007
1 hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, nj6s, regulations, and State laws relating to building
Signature --Date
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
construction, and with any and all conditions o ermit. I agree to defend, indemnify, and hold harmless
Butte County, its officers, agents and emplo asfrom any and all claims and liability for personal
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION,
injury, including death, and property dam a caused by, arising out of, or in any way connected with
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
the issuance of this permit. I hereby ace owledge that issuance of this permit does not authorize the
use or occupancy any sidewalk, et, or subsidewalk. I hereby authorize representatives of Butte
ATTORNEY'S FEES.
County to enter above met property for inspection purposes. I hereby certify that I am the
Propertyo ramaut d act on eproperty owner's behalf
CONSTRUCTION LENDING AGENCY
01/26/2007
1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Nam of Permittee [SIGN] Print Date
the performance of the work for which this permit is issued. (3097 civ. code)
Owner ❑ Contractor OR E]Agent for Owner ❑Agent for Contractor
FILE COPY
Lender's Address City State zip
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO)
OFFICE #:(530) 538-7541 FAX#: (530) 538-2140
WEBSITE: www.buttecounty.net\dds
AGRICULTURAL BUILDING EXEMPTION STATEMENT
Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house
farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of
human habitation or a place of employment where agriculrural products are processed, treated or packaged, nor
shall it be a place used by the public.
Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for
an agricultural exemption.
Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any
requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte
County Environmental Health, or any state and federal agencies
Initials// AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields.
Initia�, AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence,
'� 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings
Initia AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a
residence and a manufactured home, and 40 feet from a commercial/industrial buildings
Site Address: 10441 DOE MILL RD
Permit No: B07-0001
APN: 063-340-016
Square Footage: 0
Permit Type: MISCELLANEOUS
Occupancy:
Permit Subtype: Ag Exempt
Zoning: U
Description: AG BUILDING -16 X 32- TRACTORS, GOA'
Required Setbacks:
Applicant: MCCROSSIN, JAMES M & JACQUELIN
Front: 20' Side: 5' Rear: 15'
10441 DOE MILL RD
CHICOCA95928
Type of Construction:
(530) 897-0442
Type of Siding: T-111
Owner: MCCROSSIN, JAMES M & JACQUELIN
Est. Const. Cost: $ 10,000.00
10441 DOE MILL RD
CHICO, CA 95928
Roof Covering: Compostion
Floor Type: Dirt
I declare under penalty of perjury that the building will be used as stated above, and the proposed use
conforms with the AG Building definitio . If any change in use or occupancy of the building is made, I will
contact the Building Divison and obtai the necessary permits, inspections and approvals to comply with the
requirements in effect at that time prior to occupancy.
Signature of owner:
Date: 01/03/2007
/
FILE COPY
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
OFFICE #: (530) 538-7541 FAX #: (530) 538-2140
A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION
Website: www.buffecounty.net/dds
"PLEASE PRINT CLEARLY"
OWNER INFORMATION
Last Name CY 0SS'1- firstme a -S
Mailinr8,eu,_y y) b,,, y'11j)
City 1 G�
Stag A
Z i�(
e-�.,
Phq! qq) .0t, y,2
Fax�30 q' O/ L
E-mail 1 V �t?ctQO�; N . OQft'1
. APPLICANT INFORMATION
CONT CTOR
Name
City
Address
Zip
City
Fax
State
Zip
Phone
Lot #
Fax
E-mail
Date Approved:
Lic. #
Class
. APPLICANT INFORMATION
ARCHITECT/ENGINEER
Name
City
Address
Zip
City
Fax
State
Zip
Phone
Lot #
Fax
E-mail
Date Approved:
State License Number
. APPLICANT INFORMATION
Name V YCa�S
Address
City
State
Zip
Phone
Fax
E-mail
APPLICANT aPRATURE
X
For office use only:
0 70
Zoning
Flood Zone SRA I Yes No
Occ.
WORKER'S COMPENSATION
Type Const.
Subdivision Name
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
Map Book
Page
Lot #
Planner
Date Approved:
PERMIT
NO.
6-"7-6(o6)
BIN #
PROJECT LOCATION
0 70
P%eLj�)ess ^ a )
tW i�
CrosI Street),I
WORKER'S COMPENSATION
Policy Number
Carrier
If hiring anyone other than license contractors, a certificate of worker's
compensation must be shown at the time of permit issuance.
LENDING AGENCY
Name
Address
Description or Scope of Work:
5l�
Sq FT- Living G rage OpenCov
0 Structure Built without Permits
El Proposed Change of Occupancy
(Note previous use):
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one
year after the date of application. In order to renew action on an
application after expiration, a new application, plans and fee will be
REQUEST FOR REFUNDS
Refunds can only be made upon written request by the person who
paid the fee. The request must be made prior to the expiration of the
permit and no construction work has been done. Filing fees, plan
check fees for work plan checked and other department costs are not
refundable.
I I Received by: Amount: I _73 9 Bldg I I
SRA
Receipt #: Sheriff
SMIP
Cate:I k)w
1--7 1 / Total I I
Butte County Department of Public Works
J. MICHAEL CRUMP, DIRECTOR
LAND DEVELOPMENT DIVISION
Storm Water Managment Program
7 County Center Drive
Oroville, CA 75965
(530) 538-7266 Telephone
(530) 538-7171 Fax
www.buttecounty.net/dds
_-ofte—
trc wo��
National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm
Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment
[LESS THAN 1 ACRE 1
Reference Number:
B07-0001
Date:
01/03/2007
Location:
10441 DOE MILL RD
By:
KEJ
Parcel Number:
Sub Type:
Al! Exempt
Owner Name:
MCCROSSIN, JAMES M & JACOUELIN
Phone:
(530) 897-0442
Description:
AG BUILDING- 16 X 32- TRACTORS, GOATS HAY
By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more
of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California
Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but
when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm
Water Permit from the state of California Regional Water Quality Board.
I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water
Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or
more of land may result in revocation of grading and/or other permits or other santions provided by law.
Signed
Title:
FILE
Date: 01/03/2007
Butte•County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 75965
(530) 538-7601 Telephone
(530) 538-7785 Fax
www.buttecounty.net/dds
NOTICE TO BUILDERS
Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In
addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental
Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to
expedite your permit:
• Make sure your application is complete.
• Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes
without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not
started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to
expiration an indefinite number of times, provided construction progress has been documented by the Building Division during
each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In
order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking
and documentation may be required. Upon completion of work covered by this permit, please contact this office for final
inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is
issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY
Application for which a pe it has not been issued will expire one year after date of application.
Refunds may only be made u�p�oo written request by the person who originally pai fees. Refunds for permit applications
(not yet issued) must be requested 'thin two years from the �of ment. Fees paid at the time of application are
for Plan Check and administration. T�z lan Check portion ofable only if the permit is cancelled or withdrawn
before any plan checking is done. Buil ing Division co ted prior to authorizing a refund and a charge of
$54.99 to process the refund application will be assessed�efunds on permits (issued) may be requested prior to the expiration
of the permit, provided no work has been done p rV�t to the permit. An Inspection may be required (and deducted from any
refund amount) to determine no work was dop
Fee/refund information can be read on,4ine at http://munici
Reference Number: B07-0001 Date: 01/03/2007
Location: 10441 DOE MILL RD
Parcel Number:
Owner Name: MCCROSSIN, JAMES M & JACQUELIN Phone: (530) 897-0442
Description: AG BUILDING- 16 X 32- TRACTORS, GOATS
Signature of Property Owner: Date: 01/03/2007
FILE
Butte -County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 75965
(530) 538-7601 Telephone
(530) 538-7785 Fax
www.buttecounty.net/dds
OWNER -BUILDER INFORMATION
An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified.
For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed
by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from
possible liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by
law to put their license number on all permits for which they apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and
protection:
° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire
project and such persons are not licensed as contractors or subcontractors, then you may be an employer.
° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal
° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions.
There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance.
° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business
Administration). For more specific information about your obligations unders state law, contact the Department of Benerit Payments and the Division of Industrial
Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform thier work personally or through thier own employees,
without a license contractor or subcontractor, only under limited conditions.
A frequent practice of unlicensed persons prefessing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is
providing his or her own labor and material personally. Building pen -nits are not requir3ed to be signed by property owners unless they are performing their own work
personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321
PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE
AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED.
OWNER BUILDER VERIFICATION
PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING
PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED.
I PERSONALLY P TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY
IMPROVEMENT. YES R NO)
CI(HA)EIHAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK.
3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRK TO PROVIDE THE PROPOSED CONSTRUCTION:
NAME
ADDRESS CITY.
PHONE CONTRACTORS LICENSE NO
4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE
THE MAJOR WORK:
ADDRESS CITY
PHONE CONTRACTORS LICENSE NO
5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED:
NAME ADDRESS PHONE TYPE OF WORK
Description: AG BUILDING- 16 X 32- TRACTORS, GOATS HAY
Reference Number: B07-0001
Applicant Name: MCCROSSIN, JAMES JACQUELIN
Signature of Property Owner: Date
BUTTE COUNTY FEE SUMMARY
7 County Center Drive
Oroville, CA 75965
Department of Development Services
Phone (530) 538-7541 Fax (530) 538-2140
Permit Number: B07-0001
Job Address: 10441 DOE MILL RD
Contractor:
Fee Description Account Number
Printed: 01/03/2007
7:48 am
Fee Amount Paid Date Pmt Amt
DBOMSCF Ag Exemption Permit
0010-440001-4210500-1010 $109.98 01/03/2007 $109.98
EH Building Review Fee
0021-540013-4614901-1010 $70.00 01/03/2007 $70.00
179.98 $179.98
Printed By: Karen Jones 14 Balance Du -$0-00
At the time of permit application, I was advised the above fAs are required prior to issuance of the permit. These fees may change during the plan
checking process.
Signature:
Date: 01/03/2007
Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days
from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments
for a protest are specified in Government Code Section 66020(a).
'P
t�l .5
RESIDENTIAL
063-340-016
94-0592B,P,E,iK
EBERT, JEFF
10441 DOE MILL RD., FOKIST RANCH
NEW SINGLE FAMILY
-- - - -
_ t
:� O tai) • ,
Til •(C)VI
Ili
OFFICE COPY
Address
•, 6: v
GAS Date: I
Meter By—
:E LECT R I C
y;ELECTRIC o Date
Meter By
Ydress
L
GAS
Meter -By ate I
- -- -- I ELECTRIC �� ^. ,
Meter BY _ Date - /—`y
it
'�Mefer By —---___- `
ELECTRIC ��ate__
Meter By Dat
JOB'FINALED (Date)
Slgnat0re
V=OK -
O = Not OK
NotReadyable MOBILE HOMES
Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer; Location -Teat -Fall -C/O Concrete
4. Water; Location -Teat -Easement Needed (Sketch)
5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete
6. Gas; Location -Test -Wrap: / /"L"ft.
/ /"Nat. or/ /" L"ft./ /"LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s
1. Zoning Requirements -Setbacks Easements
2. Footings; Size -Spacing -Marriage Line
3.. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Teat -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water; MH Test -Regulator -Connector
J. Water and Sewer Connected -C/O to Grade -HD Approval
8. Gas and Electricity Tagged
9. Exits; Insp.-Sketch
10. Cert. of Occupancy
MISCELLANEOUS
Date/initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a
1. Zoning Requirements -Setbacks -Easements
2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel
3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg.-Rfg.-Bracing
S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures
6. Carports; Windows -Doors
7. Electric
8. Frmg; Sils-Anchors-Studs-Rftrs-Truasea
9. Siding; Nailing -Veneer -Stucco -Mesh
10. Roof; Shthg-Roofing
11. Ext.; Steps -Doors -Landings
Date/Initials POOLS (Plans) OK except #'s
1. Setbacks -Easements
2. Soils; Compaction -Structure Stability
3. Pool Structure; Steel -Connections -Thickness
Dead Men -Lining
4. Elec.; Receptacles and Lighting, Distances-GFI
5. Elec.; Pool Lighting; 15 volts-GFI
6. Elec.; Enclosures; Conduit Entries -Terminals -Listed
7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater
8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg.
Boxes-Enclosures-PaneIboa rds-Ins. to Main in Conduit
9. Health Department Approval
10. Plumb.; Cir. Test -Water Supply Test
V=OK
O = Not OK
- = Not Applicable
=Not Ready
Date/Initials UNG
RESIDENTIAL(Single & Duplex)
2,/Ft ., Main; Soils-Elec. Gr1Kd.-1kTr Ftg. Depth
5 3. t :, Garage; Soils-Steel-Elec. Grnd. / /" Ftg. Depth
4 tg., Porches & Decks; Soils -Steel-/ /Ftg. Depth
5.�Stemwalls, Main; Steel-Blockouts-Wrapped
6. Ste walls, Garage; Steel-Blockouts-Wrapped
64. old Downs and Special Anchors
If 8. Pie -Fireplace Ftg.-Steel
.V.; Fell -Fitting -Test -2 Way C/O -Sewer Test
10. UF. Gas Pipe; Size -Anchors - Yard gas Dloina: size -test
Test
nd
_ 3__Rienums & Ducts; Clearance -Materiel -Support -Ina.
f -14,QTders-Sills-Anchor Bolts -Joists -Vents -Cripples
IV, cess & Ventilation
16. Insulation
Q_
Date/Initials PLU G (Permit) OK except ft's
. Water Htr.; Vent-AccessSombustigr. Air -Baffle
17. W ter Pipe; T nchor25 P ctlon
18 . Test -Fittings & Anc or-Naii Protection
hower Pan Test, First Floor -Tub Access
k
20. ub & Shower, Second Floor -Tub Access
21. Gas Pipe; Size & Anchors
i Date/initials ELES'JF =AL (Permit) OK except M's
22. Fixture.& Transformer ClearanceAns. Protection
23.-Efec. Receptacles Spacirf -Lights & SwitcfWs at Doors
e Boxes & No. of Conductors -Stapled
2LAKm-ex Installed Close to Edge of Studs & C.J.
26.,F.�nd made up w/Mach. Fastners-Bonf9 Gas & Watil-F
nor' ppliance Circuts in Kitchen & Conductor Size/GFI
28 . u or AI-A.C. Wire Size / / ga.
Cu or Al
29. Range 'rc. 1(d ga. Cu or AI -O rc. / / ga. Cu or Al.
sled Ne tral es ❑ No
a
Se Riser Conductors & Ground -Main Disconnect
quip. Clearances Panels -Motors -Meth. Equip.
32. Clothes Closet Light -Shower Light -Spa Light
3J. Smoke Detector
Date/Initials MECH ICAL Permit OK except Vs
3 . /y6. Ducts Insulation & Support
K3trVent F , Exhaust above insulation
3 . densate Droril Overflow; Size & Grade
3 . Fur ce-V t; Access -Comb. Air -Return Air Vent -115 outlet
3 ttic Access & Platform if Furnance in Attic
Date/Initials B G (Plans) OK except tt's
39. Si roper Material & Anchors
4 . Walls tuds-Nailing, Spacing & Bracing -Plates -Sound
4 e ' g Walls over Girders & Floor Nailing
42. "Stop in Wells (ret proof)
4 . Fir tops; Furred Ceilings-Staire-Chases-Tub
44. aders & Beam -Size & Bearing
Date/Initials FRAMING (Continued)
re -Post Caps -Anchors -Connectors
8. Cing. oist-Rftr. ties-Purlin=ro f Brec-Tr hthng.-Rfng.
replies or Type ue-Fireplace Throat clearance
c AccOar. Size & Romex Protection -Draft Stop -Ins. Battles
49-OdfIT-Wiadows or Exiting Doors -Sill Hgt. & Dimensions
rage Fire Protection Framing
51. Property Line Firewall & Openings
Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits
CS Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection
54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers
T. Trig -Nailing Veneer
5Stucco Mesh -Drip Screed' -Fd. Vents-Underflr. Access
5 zing Area-G_Ip Protection -Skylights -Plastic
58. Shear Walls; Nailing -Bolts
59. Insulation -Wal Is -Ceilings
60. Infiltration -Walls -Windows
- Q i
Dates a/Initials FIN Pians) OK except #'a
1.
teps-Dco r & Sidelight Protection -Landings
82. a Detector
Furnac • ents-Clearance-Comb. Air -Connector-
-
I rege;..Ab We Floor -Ducts -Mach. Protection
k/65. Bath Fixtures & Tub Access -Spa
,L -06E. . Elec. -Subpanel; Breaker Sizes & Labels
& Rails
C24M.4ace or Stove; Clearances -Hearth
Outlets at Wood Panel; Int. & Ext.
0. xt. & Appliance; Grnd.-Air Gap -Cooking Clearance
Outlets & Receptacles at Kit. Counter
rf -amew Fire Door, Swing -Landing -Closer
%/73. A.C. Duct in Garage -Damper
r. ; Vents -Clearance -Comb. Air-Connector-P.R.V.
-arG.
Above Floor -Mach. Protection
Ib., Elec. & Mach. Equip. Listed for Location i
76.Receptacles In Garage; (G.F.I.)-Rome otection
Insulation -Foam -Looked in Attic AVYes
8 rd Rails & Deck Construction -Post Caps
79, do Vents & Crawl Hole Door -Drainage & Wood -Earth
nce Looked under Floo O Yes
8o,pellowing instid.; Drive ❑ No; Walks Yea 13 No;
Planters 0 Yea No
ucco; Brown -Finish
82. C.nit D; iiconnect, Electrical, Plumbing
8 . ent!,�ove Roof; Plbg.-Appliance-Fireplace: Clearance to
_iDomn s"
4._Water Well connect, Electrical, Plumbing
5. nor Elec.Trim; G.F.. Receptacle -Underground
6. y-rtt ation Throughout House
from Previous
89. Gas Test -Meters Tagged; Gas -Electric
rl 90. Nater & Sewer Connected -C/O to Grade -HD Approval
Comments at Final:
a: r$,;
i COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chica, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
D-�-Cd q4-1 Z
OWNER s PERMIT NO.
i
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you have any questions pertaining to this matter, or need additional explanation,
please contact this office immediately. /
fl) C0 --u -'&n 0"J.'In .
& 'Ciz H iCy &.,fl i" -.e /� cif i
Date �' I - / S Inspector
REV 10/92
i
Date �' I - / S Inspector
REV 10/92
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
fIVA 0- 5(�/
OWNER PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you any questions pertaining to this matter, or need additional explanation,
please contac is office im ediately.
.0 n A ..,G YDS [� �
Q
see ts�-ro- 1
Date C1 Inspector
REV 110192
CO NTY`OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
1469 Humboldt Road, Chico, CA - (916) 891-2751
7 County Center Drive, Oroville, CA - (916) 538-7541
747 Elliott Road, Paradise, CA - (916) 872-6307
CORRECTION NOTICE
OWNER — r I PERMIT IVO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please notify this office when correction of work
is completed. If you ha any questions pertaining to this matter, or need additional explanation,
please contact thi ffice immediately.
Date — / Inspector
REV 10/92
Insulation Certificate JEFF EBERT
10441 DOEMILL ROAD FOREST RANCH
Numba Ln3 succi Ctry
BUTTE
County Subdivision LorNumber
Description of Installation
ROOF
Mzicrul Brand Name
Thiciness (incht) Thermal Resisunce (R -Value)
CEILING
Bau&BUnkctTppe FIBERGLASS Brand Name CERTAINTEED
-Ihickness.(incltes)_ / 'Iltctmal Resistance (R -Value)
Loose Fill Type IN_SULSAFE III_ Brand Name ERTAINTEED
E
Contractor -s minimum installed wcightift lb Wmm= thickness/ ' hes
Manufacturer's installed weight per square foot to acheive Th&uW Resistance (R -Value) 3
EXTERIOR WALL
Mated FTnRRr.T,Ass BrsndName CERTATNTRRO
Thickness (inches) Z The uw Resistance (R -Value)
RAISED FLOOR
MamrW FIBERGLASS Brand Name . CERTA.INTEED
Thickness (inches) 'Thermal Resistance (R -Value)
SLAB FLOOR .
W tens! Brand Name
Thickness(inches) Thermal Resistance (R-Va!or.)
Width (inches)
FOUNDATION WALL
tiULrizl FIBERGLASS
Thickness (inches)
BrandName CERTAINTEED
Thermal Resistance (R -Value)
`Declaration
I hemby certify that the above insulation was installed in the building,at the above location m conformance with
the current Building Energy Efficiency Standards for new residential buildings contained inTitle 24 of the
California Admirustrative Code.
Gcnci a) COntr actor (Budder)
Siparuc and Tide
SIIASTA INSULATION
�11-� r Fc, for (ln�etuton btaLzl)
Sipairum m4Tidc
{
Liccrue Numbs
r ,
Due
212941
I ictoulNtaaber
l-3/-951�- .
Due
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO
APPLICAfifON AND PERMIT
ASSESSOR PARCEL NUMSER
063-
20NING
BUILDING PERMIT
+
OWNER
JEFF EBERT
TELEPHONE
- 3543
SQ. FT. OCC. BUILDING VALUATI
1864 R 100,656
OWNERMAILING ADDRESS
'S
PO BOX 9188, CHICO,
CONTRACTOR'S NAME
OWNER
TELEPHONE
19 C
247
CONTRACTOR'S MAILING ADDRESS
Fireplace A 11,500
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $ 115.759
Filing Fee $
20.00
LENDER'S MAILING ADDRESS
Permit Fee $
695. 0
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $
452.10
Energy Plan Checking Fee $
23.00
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty $
BUILDING ADDRESS
FOR-ZEST10441 DOE M1IL RD RANCH
PERMIT FEE $
1,190.0
PLUMBING PERMIT
Filing Fee 1 20.00
Each Trap 91
7.00 163.00
Solar or heat pump water heater
23.00
Water piping
15.00 15.00
LOT
L
SUBDIVISION'S NAME
PARCEL
105AP71
Each gas water heater or vent
15.00 15.00
USE OF STRUCTURE
SF G� Duplex ❑ Mobilehome O Other
SPECIFY
Gas piping system 1 - 5 outlets
15.00 15.00
Building sewer
15.00 15.00
Mobile Home S G I W
` 20.00
TYPE OF WORK
Remodel ❑ Utilities O Installation ❑ Other O
New C Addition 1:1 Remodel
Describe Work: 4 BEDROOM
FEE $
Contractor
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service ( 21111 01 LESS )
200A OR LESS
23.00
Main Service ( 200A TO 1000A )
46.00
NEW OR ADDNS T. ( D a ACCGBLDS. )
3.5C F°; 1.20
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one)
am a licensed under provisions of Chapter 9, Division 3 of the Business and
Professions Code and my license is in full forced effect.
License No. 5�% ���i Classification
❑ I, as the owner, or my employees with wages as their sole compensation, will do
the work, and the structure is not intended or offered for sale. (Sec 7044)
❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044)
❑ 1 am exempt under Sec. Business and Professions Code
forthis reason
NEW CONST. MULTI -OUTLET
•NON.RESID. ( BRANCH CIRCUITS )
@7.50
( POWER APPARATUS )
6 SINGLE OUTLET CIR.
Ex. Occup. ( OUTLET OR FIXTURES )
BA20 @ 1.000
FIXED APPS. OR
Ex. Occup' (OW
UTI (RESID.) EA. )
5.00
Temporary Service
23.00
Mobile Home Facilities20.00
Misc. Wiring
23.00
WORKER'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ This permit is for $100.00 (valuation) or less.
❑ I have placed on file with the County of Butte Dept. of Development Services,
Building Division a Certificate of Workmen's Compensation Insurance or a
Certificate of Consent to Self -insure.
�1 shall not employ any person in any manner so as to become subject to the Worker's
Compensation laws of California.
Notice to Applicant: If after making this statement, should you become subject to the
Worker's Compensation provisions of the Labor Code, you must forthwith comply with
such provisions or this permit will be revoked.
PERMIT FEE S
Contractor
MECHANICAL PERMIT
Filing Fee 20.00
Heating SPLIT SYSTEM
15.00
Cooling 3 TON
15.00
Hood
6.50 6.50
Ventilation 3
4.501 13.50
PERMIT FEE $
70.00
Contractor
I certify that I have read this application and state that the above information is correct.
I agree to comply to all Butte County Ordinances and California State Laws relating to
building construction, and hereby authorize representatives of the County of Butte to
enter upon the above mentioned property for inspection purposes.
I 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 u ce nting of this permit.
X Date'
Signre &1Xpplicant - O Owner (Contractor O Agent
An OSHA permit is required for excavations over 5"0" deep and de7T tie r
construction of structures over 3 stories in height. // 3
Mobile Home Installation Fee $
Energy Inspection Fee $ 46.00
OCC
TYPE
c"'"
TOTAL FEES 1, 583.80
HAZ•
I D. FE IMP
'
I FLOOD
I CDF PARCEL_ PD
�./ -
HD
ISSU
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated a for which fee ave been paid.
BY Date lid_!
PERMIT EXPIRES ON
! ate)
ReceiptNo. 156324/543.25// /1 a9 ` ld��
(o Z
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
• y!
COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION
7 COUNTY CENTER DRIVE - OROVILL, CtlIFRNIA95965 LEPHONE (916) 538-7541
PERMITAPPLICATIO N DATASHEE
�. O T
OWNER \\ L C C Gt �"� Wb•- A. P. No. 1'O
Proposed Building Use S Building Inspector ] Date 3 B %
At time of permit application, I was advised the followingdata must be submitted prior to permit �processing and/or issuance:
DATE RECEIVED BY
1. All items have been submitted . ........................................
2. Plot plans,,3/4 sets, signed by preparer of plans . ..........................
3_ Complete plans, 3/4 sets, signed by preparer of plans . ......................
4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............
5. Hazardous Material'Form..............................................
6. Energy Design Compliance and supporting documentation . ..................
7. Statement of Intent for Non -Heated and A/C Buildings . ......................
8. Engineered truss details and layout in duplicate (required prior to plan check). ....
9. Mobilehome data and manufacturer's installation instructions, 2 sets. ...........
0 Imes t fees l o3.S.S;�,'" ............. 2
p s shown on attached schRyy
dule. l...�e!� .....'L.-.. ,1.
California Department of Forestry planp va ees. ..................... .
13. Flood elevation letter (100 year flood) a ifornia Engineer . ................. .
L 14. Sanitation and plot plan approval Health Department . ............
15. City of Chico plumbing permit . ..........................................
16. Plot plan and business license approval from City of Biggs/Gridley. .............
17. Planning approval for (A) Use: (B) Parking: . ........
18. Contact Land Development about (A) Improvements (B) Drainage. , ...... .
19. Driveway permit (construction approval required prior to occupancy). .. .
f
20. Pre -inspection for required. . toPreB�itdio9-Inspedion �nsPeredoro� (Date)
21. Contractor's license information. (No., Name Style, Classification) . ..............
22. Certificate of Workmans Compensation Insurance . ......................... .
23. Owner -Builder Verification (Given to owner , Mail to owner ............
..........
24. Recorded copy of Agricultural Acknowledgement Statement...................52
25. Letter of signature authorization . ........................................ ►,
26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .....
27. Letter of intent on building use . .........................................
28. Mobilehome utility clearance . ..........................................
29. Documentation of legal access . ..................... :..................
30. Documentation of 50% subdivision developed or (A) Road improvements completed
and (B) Parcel meets zoning area and frontage requirements . ...............
31. Existing violations/expired permits . ..................................... .
32. Plan check list. `
33.
34.
When ou issue the permit, process as follows: Mail t9 owner. Mail to contractor.
When
and hold for pickup at (,AlKC;P office. Deliver with inspector.
Other
Parcel Creation
Acreage Applicant Date
Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. Other Date By
The following data must be submitted prio t per irk t Ail jssuanc_(Circle new item not checked above).
1. Index permit for above items Nc. ic
2. Additional items required:
Contractor, designer, owner, was advised of above required data by phone _ mail Counter by _ Date
Contractor, designer, owner, was advised of above required data �3 phone - mail Co nter by - Date
Plans checked by Date P&ns approved by / )-"' - Dat �-
Sets of plans on hold in File cabinet AP folder
Copy - Department of Public Works
A
TO: •; Building Department
FROM: Environmental Health
SUBJECT: Sanitation Clearance
Ehe-,-- A ^/,// Q-/
Owner Location
Plan Approved for: Sewage Disposal Water Supply: Public
Clearance for bedroom +fie home. Other
Hold final for:
Final clearance O.K. for:
NOTE:
Environmental Health Specialist
8/92
G.H. USE ONLY
Hol Han Attached
i Inr,r I' mi nu: clwd
y -A
AP#i
Private Well
Date
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541
OWNER Z_ L:Af �__ /U/
PROPOSED BUILDING USE S�
` 1� SCHOOL DISTRICT FEES l' C o
(paid at District �Office). 2. SHERIFF FEES ........................
(paid at Building Department)
Residential...... x - $
unit amt.
Commercial (sqft) x =$
:sq.ft. amt.
3. URBAN AREA FEES
(paid at Building Department)
Residential (per unit) x =$
# units amt.
Commercial (per sq.ft) x =$
sq. ft. amt.
A. P. #
DATE
REC. # DATE REC
• 4. RECREATION DISTRICT FEES
(paid at District Office) .........................
5. DRAINAGE DISTRICT FEES
(Contact Land Development Division).. ..... ...
6. SRA FIRE INSPECTION AND PLAN CHE _ $89.00...... / %2 �-
(paid at Building Department) 7'
7. OTHER
At time of permit application, I was advised the above fees are required to be paid
prior to issuance of the permit.
APPLICANT DATE
COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 MIT No.
APPLICATION AND PERMIT ��-�>
ASSESSOR PARCELNUMSER 6 Jl ^ �O
[/
ZONING �
BUILDING PERMIT
OWNER TELEPHONE
S � eti 3 x=354
wk C-� 4�Z�
OWNEyyYZAI�Qr.
SQ. FT. OCC. BUILDING VALUATION
G
O
117'pt 61 - 6
CON TOR'S NAME��
�t (��// C7
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
Fireplace Z5700
CONSTRUCTION LENDERUNKNOWN
Total Valuation $
Filing Fee $
20.00
LENDER'S MAILING ADDRESS
Permit Fee
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee Y,42L $
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty $
BUILDING AD
PERMIT FEE
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7.00 .0&
Solar or heat pump water heater
23.00
Water piping
15,00 j( to
SUBDIVISION'S NAME
LOT NO-;?
PARC L =
Each gas water heater or vent
15.00 (45 -,Do
USE OF STRUCTURE
SF KDuplex O Mobilehome ❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
15.00 t70
Building sewer
15.00 is
Mobile Home S G W
20.0(]
TYPE OF WORK
New V Addition ❑ Remodel C2Utilities O Installation C)Other O
Describe Work: u 912
PERMIT FEE $
Contractor
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service800V OR LESS
( 200A OR LESS )
23.00
Main Service ( 200A TO IOOOA )
46.00
NEW CONST. DWELLINGOCCUP.
OR ADDNS. ( & ACC. BLOS. (I
SO.
3.50 FT. ,
NEW CONST. MULTI -OUTLET
NON.RESID. ( BRANCH CIRCUITS )
/
@7.50 g( ►
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one)
❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and
Professions Code and my license is in full force and effect.
License No. Classification
❑ I, as the owner, or my employees with wages as their sole compensation, will do
the work, and the structure is not intended or offered for sale. (Sec 7044)
O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044)
O 1 am exempt under Sec. Business and Professions Code
forthis reason
( POWER APPARATUS )
8 SINGLE OUTLET CIR.
Ex. Occup. ( OUTLET OR FIXTURES )
B20 @ I.00
50
Ex. Occup.FIXED APPLNS. OR
( OUTLETS IRESID.I EA. )
5'5.00
Temporary Service
23.00
Mobile Home Facilities
20,00
Misc. Wiring
23.00
WORKER'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
O This permit is for $100.00 (valuation) or less.
O I have placed on file with the County of Butte Dept. of Development Services,
Building Division a Certificate of Workmen's Compensation Insurance or a
Certificate of Consent to Self -insure.
O 1 shall not employ any person in any manner so as to become subject to the Worker's
Compensation laws of California.
Notice to Applicant: If after making this statement, should you become subject to the
Worker's Compensation provisions of the Labor Code, you must forthwith comply with
such provisions or this permit will be revoked.
PERMIT FEE S
Contractor
3 r�
MECHANICAL PERMIT
Filing Fee 20.00
Heating li-r
Cooling
Hood
6.50
Ventilation
0 13.54
PERMIT FEE $
0-6,10
Contractor
1 certify that I have read this application and state that the above information is correct.
1 agree to comply to all Butte County Ordinances and California State Laws relating to
building construction, and hereby authorize representatives of the County of Butte to
enter upon the above mentioned property for inspection purposes.
I also agree to save, indemnify and keep harmless the County of Butte against all
liabilities, judgments, costs, and expenses which may in any way acsaid
cr a aga' st
County in consequence of the granting of this permit.
X Date
Signature of Applicant - Cl Owner O Contractor O Agent t
An OSHA permit is required for excavations over 5"0" deep and demolition or
construction of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
o
CONS r.J�E!
V 1�
TOTAL FEE 5
HAZ. D. FIMP
FEES
FLOOD C pA EL PD
—
HD ISSUE
This permit is hereby issued under the
of the Butte County Code and/or Resolutions
indicated above for which fees have been
BY
PERMIT EXPIRES ON
lDetel
applicable provisions
to do work
paid.
Date
d�-l_��[JQ,ZS'
Receipt No. /t V ! Q � 00
WHITE-D.D.S.-B.D. CANARY -ASSESSOR k PINK -INSPECTOR GOLDENROD -APPLICANT
1°'nis'nGS*rrrVYK,-,.
', 11 *WMN1'A;
:1 Mfr z .• , _
BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM
(One Form Per Building)
School District-Opi, C O Building Department No.
A.P. Number /�(� 3 -3Y0 - of & Jurisdiction City County
Property Owner
Property Locatic
Subdivison
Residential Development
Commercial/Industrial
Lot No.
Sq. Footage
�Ofuvl MHI Addition (Group R)
Units
Building Department Representative
0 Sq. Footage
New Addition (Including Exterior
(Floor Plans reviewed by School District Personnel)
Roofed Areas)
-13
Date
District Identification -No.
�i�;(• School District certifies that UX (E6 -4
(Applicant)
(Street Address) (Phone Number)
(CRY)
(State)
(Zip
has complied with the requirements of Resolution No. T 7/ ?a ' by payment of $
representing square feet.
School District Representative
Paid by Check Number
Bank Number
Paid by Cash
!? Remarks:
Date
If, subsequent to the School District Representative signing this Butte County Schools Impact Fee
Certification Form, the School District is notified by the applicable- Local Planning Agency that this project
is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to
additional school fees to fully mitigate its impact on the school district's schools.
White (applicant), Yellow (building department), Pink (school district) feeformmkf (4/92)
RESIDENTIAL PLAN CHECKING GUIDE 8/91
(S.F., DUPLEX & MISC. ONLY)
Bldg. Permit #
OWNER �g��T A.P. #
Plan Checker _ZI
GENEeAL
ng requirements: (sideyards and number of permitted living units).
tion.
r ?ns signed by designer.
/4/Pro er description of work on application.
x ting violations on property.
Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc).
J----Rlerorded notice of violation.
PLOT PLAN
� plete parcel size and dimensions.
Setbacks, sideyards, easements, etc.
�ther buildings or structures.
ding, fills, drainage.
5k-'- Flood hazard.
S ecial conditions on creation map, (noise, CDF, fire sprinklers, non-comb-
ustible, and foundations).
FAS road setback.
8w—BII"1cTing or utilities across lot lines (Record form).
FL00 LAN
/ plete to scale plan with dimensions.
Y. e uired windows for light and ventilation Sec. 12 .
q g ( 05)
equired windows for second exit (Sec. 1204).
lights (Chapter 34 & Sec. 5207).
umuman impact glass (Sec. 5406).
fY equired room sizes, ceiling heights hts (Sec. 1207).
7. Is in baths, garage, kitchen, and exterior outlets (Article 210-8).
8 Light fixtures, switches, receptacles, and exterior receptacles for main-
ance of mechanical equipment.
9�ocations of water heater, heating and cooling equipment, other electrical
r gas equipment.
1 arage firewall, door siv, , and closer (Sec. 503(d)(3)).
1 1 - 3'0" exterior exit door a(Ssec. 3304 (f).
1 ireplace and wood stove location, alcoves, and clearance.
1 Smoke detectors (Sec. 1210).';V
1 Plumbing fixtures, water closet clearances and shower size.
STRUCTURAL DETAILS
1. Standard bracing or engineered design (Table 25V)
ual shape, size, or split level house requiring lateral design.
erestory requiring balloon framing and/or engineering.
ree story building requiring engineered calculations and plans.
Foundation plan complete enough to construct building.
/fir construction details complete enough to construct building.
7V. Elevations and wall construction details complete
84-' Roof construction details complete enough to
eplace construction details and calcs if
1 after ties or bearing ridge beam.
1 Y Garage door or porch header sizes.
1e."Stud heights.
1 Adobe soils - special foundation design.
1 Retaining walls requiring design.
1 Special Inspection required.
enough to construct building
construct building.
necessary.
8/91
RESIDENTIAL PLAN CHECKING GUIDE
MISCELLANEOUS ITEMS TO LOOK OUT FOR
IU airway details: landings, rise and run, head clearance, handrails
(Sec. 3306).
Guardrail details (Sec. 1711 & 3306(j).
Brick or stone veneer (Chapter 30).
a rior plaster - weep screeds (Sec. 4706).
.�ro per roof pitch for roof convering (Chapter 32).
Roof covering type - (fire hazard).
oam insulation - protection.
36" halls and stairways.
ving area over garage - complete 1 -hour separation required on garage side
inclu supporting walls and posts, etc.
its on three-story dwellings (sec. 3303 & see Mezannines - 1716).
1T- Attic access and ventilation (Sec. 3205).
floor access and ventilation (Sec. 2516).
134 -'Combustion air for fuel burning appliances - L.P.G. requirements.
quirements on duplexes.
lnergy design.
1 F hing at all exterior openings.
. CDF responsible area requirements.
Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT I
Building Division FOR RESIDENTIAL DEVELOPMENT
Section 26-8.1 of the Butte County Code requires this '
acknowledgement be recorded prior to issuance of a building
permit 94-0107751' Rec Fee 24.00
The property described herein is adjacent to land or included
. I Check 24.00
within an area zoned for agricultural purposes, and residents
Recorded I
of this property may be subject to inconveniences or
Official Records I
discomfort arising from the use of agricultural chemicals,
County of I
including, but not limited to herbicides, pesticides, and
Butte I
fertilizers; and from the pursuit of agricultural operations
Candace J. Grubbs I
including, but not limited to cultivation, plowing, spraying,
Recorder I
pruning, and harvesting which occasionally generate
11:48am 9 -Mar -94 I PUBL XX 7
dust,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 on adjacent property should be prepared to accept such inconvenience or
discomfort from normal, necessary farm operations.
All that real property situate in the County of Butte, State of California, described as follows:
Date: PROPERTY OWNERS:
State of California )
County of BUTTE )
On 3/ 9/ 94 before me, TAMI BARLOW
personally appeared JEFF EBERT
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
ca acct (ies), and that b his/her/their signature(s) ture(s) on the instrument ' the on(s), or the entity upon behalf of which the
P y y l;Tm
person(s) acted, executed the instrument.
8,u,uu,uuuul,lul„Illul,l,u,uu,ulu,uuuu.
WITNESS m hand and official seal. OFFICIAL SEAL
y .m. 978221 :�
Q
TAMI BARLOW NO TAMI
PUBLIC -CALIF�} COUNTY OF BUTTE RNIq ;I
�'` M Commisalon Expires Nov. 1
Signature/ � --ti �rZ ,_ / Seal: ,
r
III IIIIIII IIIIIIIIIIJI IIIIlllll/llllllli°
A.P. 11 W—/ '/T- I V
.. 89-50175 0
Order No. 2-145349
SCHEDULE C
The land referred to herein is described as follows:
All that certain real property situate in the County of Butte, State of
California, described as follows:
i
PARCEL A:
s
BEING a portion of Parcel 9 as shown on that certain Map filed in the
office of the Recorder of the County of Butte, State of California, on
{ December 29, 1978, in Book 70 of Maps, at pages 9 and 10, and being more
particularly described as follows:
PARCELS 1, 2 and 3, as shown on that certain Parcel Map filed in the Office
of the Recorder, County of Butte, State of California, on February 11, 1987
in Book 105 of Maps, at page 71.
RESERVING THEREFROM a 60 foot non-ezclusive easement for road and public
utility purposes, as shown on said Map.
SAID Easement to be for the benefit of and appurtenant to the remaining
land of the Grantor herein and shall inure to the benefit of and may be
used by all persons who may hereafter become the owners of any parts or
portions of said appurtenant land.
AP No. 063-340-015
AP No. 063-340-016
'D
No. 053-340-017
PARCEL B:
A 60 foot non-exclusive public easement for ingress and egress and for
public utilities, as shown on that certain Parcel Map being a portion of
Sections 6 and 7, Township 22 North, Range 3 East, and Section 12, Township
22 North, Range 2 East, M.D.B. & M., filed in the Office of the Recorder.
County of Butte, State of California, on December 29, 1978, in Book 70 of
Maps, at Pages 9 and 10.
EXCEPTING THEREFROM that portion lying within Parcel A, above.
PARCEL C: -
A Right of Way for road and public utility purposes over a strip of land 60
P
7
Township 22 North, Range 2 East, M.D.B. 6 M., and a portion of the
i
Northwest quarter of Section 7, Township 22 North, Range 3 East, M.D.B. li
PARCELS 1, 2 and 3, as shown on that certain Parcel Map filed in the Office
of the Recorder, County of Butte, State of California, on February 11, 1987
in Book 105 of Maps, at page 71.
RESERVING THEREFROM a 60 foot non-ezclusive easement for road and public
utility purposes, as shown on said Map.
SAID Easement to be for the benefit of and appurtenant to the remaining
land of the Grantor herein and shall inure to the benefit of and may be
used by all persons who may hereafter become the owners of any parts or
portions of said appurtenant land.
AP No. 063-340-015
AP No. 063-340-016
'D
No. 053-340-017
PARCEL B:
A 60 foot non-exclusive public easement for ingress and egress and for
public utilities, as shown on that certain Parcel Map being a portion of
Sections 6 and 7, Township 22 North, Range 3 East, and Section 12, Township
22 North, Range 2 East, M.D.B. & M., filed in the Office of the Recorder.
County of Butte, State of California, on December 29, 1978, in Book 70 of
Maps, at Pages 9 and 10.
EXCEPTING THEREFROM that portion lying within Parcel A, above.
PARCEL C: -
A Right of Way for road and public utility purposes over a strip of land 60
feet in width over a portion of the Northeast quarter of Section 12,
Township 22 North, Range 2 East, M.D.B. 6 M., and a portion of the
Northwest quarter of Section 7, Township 22 North, Range 3 East, M.D.B. li
M., being also the Northerly 60
c
.z
(Continued)
i
-
°'°''�� TICOR TITLE INSURANCE
(AUonwy in Fact-Individea)t
STATE OF CALIFORNIA
COUNTY OF RLYe SL
■
On Decenber 19, 1989
before awe. tic andcrsrgnod, a Notary Public in usd for
said Sure. personally appcued LIHe Jennings
a
personally known to me of proved to me on the basis of sansfactory evidence to be the person _,]whose Warne
?.,
a
subscribed to the within instrument u
the Artorncl _in fact of Flm•r R_ J#-nnirxwc s4►awruunr
and acknuwlcticd to me that �,�'y 6 p r F t C � A mrrr,tnrer�yl
K �y�sUDKflbed lllc naaK J�''�
ulIt•" 'J1�.
-_Flm•r -1.•nnin aS_thereto u prusaipal = ri��-• .: MELINDA DA
and h _ lEY
own name _ u Attorney c
in fact ti./: -J �+�. rwrK ewurowry J
WITNESS my hand and official sal. �'"nr or surra
/
j0111
naaawga
�/ /7�� . �aawtaaa
��Knarnrr , : �, r, 1
/,
"i :
f hig sera for official norariw► wwwl►
-e. lei.: �: v.. .- •rte'. vy'?s' i-.•l,._•�.� _ ��./' y..,T .r, ��i, •�
Order No. 2-145349
feet of Lot 1 and the Northerly 60 feet of the Westerly 120.74 feet of
Lot 2, as said Lots are shown on that certain Map entitled, 'SIERRA
FOOTHILLS SUBDIVISION', which Map was filed October 30, 1980, in Book
80 of Maps, at Pages 10 and 11, records. of Butte County, California.
Pte. D:
An easement for road and public utility purposes 60 feet wide over a
portion of Parcel 3, as the same is shown on that certain Parcel Map
filed January 11, 1978, in Book 63 of Maps, at Page 74, records of
Butte County, California, being also a portion of Section 12, Township
22 North, Range 2 East, M.D.B. 6 M., said easement lying 30 feet on
each side of the centerline of an existing road described as follows:
BEGINNING at a point on the most Easterly, Westerly line of said
Parcel 3, which point bears South 00 deg. 58' 33' East, a distance of
665 feet, more or less, from the most Northerly Northwest corner of
said Parcel 3, and running thence Easterly along said existing
centerline, a distance of 1,525 feet, more or less, to a point which
bears North 79 deg. 37' 31' West, a distance of 126.55 feet from the
Southwest corner of Lot 1 in the centerline of Wilder Drive, as said
corner is shown on that certain Map entitled, 'SIERRA FOOTHILLS
SUBDIVISION', which Map was filed October 30, 1980, in Book 80 of
Maps, at Pages 10 and 11, records of Butte County, California, said
point being hereinafter referred to as Point 'A'; thence South 79 deg.
37' 31' East, a distance of 126.55 feet to said Southwest corner of
Lot 1.
PARR- E:
An Easement for road and public utility purposes 60 feet wide over a
portion of said Parcel 3, as the same is shown on that certain Parcel
Map filed January 11, 1978, in Book 63 of Maps, at pages 74, records
of Butte County, California, said easement lying 30 feet on each side
of the centerline of an existing road described as follows:
BEGINNING at Point 'A', as described above in Parcel D, and running
. thence North ld deg. 16' 31' West, a distance of 234.66 feet; thence
North 16 deg. 42' 41' West, a distance of 102.19 feet to a point
hereinafter referred to as Point 'B'; thence North 18 deg. 15' 01'
West, a distance of 199.03 feet; thence North 02 deg. 39' 42' East, a
distance of 101.33 feet; thence North 17 deg. 07' 16' East, a distance
of 98.00 feet; thence North 70 deg. 18' 16' East, a distance of 73.00
feet; thence North 76 deg. 27' 20' East, a distance of 145.75 feet to
a point
(Continued)
T, .
.. '+. _ `?" .. _•_• .. � .tea .. ; Y.-.:'^'., •�•rq.�'7�i� _ ..•�'�•'�"-• .�� .�!�=-_. �� :�•.^1t
Order No. 2-145349
on the Easterly line of said Parcel 3, which point bears South 02 deg.
10' 43' East along said Easterly line, a distance of 30.03 feet from
the Northeast corner of said Parcel 3 said point being also the
Westerly terminus of tht certain 60 foot wide easement described in
Deed recorded October 12, 1982, in Book 2759 at Page 654, Official
Records of Butte County, California.
PARCQI, t:
A 60 foot wide non-exclusive easement for road and public utility
purposes over a portion of Parcels 1 and 2, as said Parcels are shown
on that certain Parcel Map for Howard Isom, which Map was filed
September 21, 1979, in Book 73 of Maps, at Pages 22, 23, 24 and 25,
records of Butte County, California, being also a portion of Sections
1, 2, 11 and 12, Township 22 North, Range 2 East, M.D.B. 6 M., said
easement being over and along courses 5 through 50 of Canyon Shadows
Road, as said road is delineated and said courses enumerates on said
' Howard Isom Parcel Map.
PSL G:
A 60 foot wide non-exclusive easement for road and public utility
purposes over a portion of Parcels 2 and 6, as said Parcels are shown
on that certain Parcel Map for Howard Isom, which Map was filed
September 21, 1979, in Book 73 of Maps, at Pages 22, 23, 24 and 25,
records of Butte County, California, being also a portion of Sections
11 and 12, Township 22 North, Range 2 East, M.D.B. 6 M., and lying 30
feet on each side of the following described centerline:
COPOU24CING at the Northwesterly terminus of a course along the
boundary of said Parcel 2, shown as bearing South 29 deg. 26' 45'
East, and having a distance of 1731.61 feet on said Howard Isom Parcel
Map, and running thence North 62 deg. 33' 42' West, a distance of
52.41 feet to a point in course number 48 in the centerline of Canyon
Shadows Road, as shown on said Map; thence South 27 deg. 26' 18' West
along said centerline, a distance of 109.04 feet; thence continuing
along said centerline South 20 deg. 22' 47' West, a distance of 124.14
feet and South 29 deg. 42' 23' West, a distance of 24.56 feet to the
' True Point of Beginning for the herein described easement; thence
leaving said centerline of Canyon Shadows Road, and running thence
along the centerline of said 60 foot wide easement, being also the
centerline of that certain road hereinafter referred to as Wilder
Drive, the following 37 courses;
• .`i' • . •. iit;�i `:a (1) South 04 deg. 11' 04 East, 81.12 feet;
(2) Central Angle -15 deg. 00' 06' (Tangent Right)
R-400.00 feet L-104.73 feet;
(Continued)
1
(3)
South 10 deg. 49' 02 Ment, 335.17 feet;
(4)
Central Angle -60 deg.
00' 21' (Tangent Left)
South 20 deg. 53' 51' East, 217.49 feet;
R-200.00 feet
L-209.46 feet;
(5)
South 49 deg. 11' 19'
East, 22.01 feet;
(6)
Central Angle -28 deg.
49' 48' (Tangent Left)
R-100.00 feet
L-50.32 feet.-
eet;.(7)
.(7)
South 78 deg. 01' 06'
Eant, 122.81 feet;
(8)
Central Angle -24 deg.
03' 23' (Tangent Left)
said curve to the right, the tangent to which, at this
R-200.00 feet
L-83.97 feet;
(9)
North 77 deg. 55' 31'
East, 243.96 feet;
(10)
Central Angle -80 deg.
05. 13' (Tangent Right)
R-180.00 feet
L-251.60 feet;
(11)
South 21 deg. 59' 16'
East, 372.55 feet;
(12)
Central Angle -40 deg.
17' 18' (Tangent Right)
R-200.00 feet
L-140.63 feet;
(13) South 18 deg. 18' 02' West, 235.37 feet;
(14)
Central Angle -39 deg., 11' 53' (Tangent Left)
R-300.00 feet L-205.24 feet;
(15)
South 20 deg. 53' 51' East, 217.49 feet;
(16)
Central Angle -04 deg. 52' 11' (Tangent Right)
R-400.00 feet L-34.00 feet to a point on the
most Easterly line common to Parcels 2 and 6 of said
Isom Parcel Map, which point bears North 11 deg. 00'
00' East, 19.05 feet from the most Southerly corner
common to said Parcels 2 and 6;
(17)
Central Angle -37 deg. 28' 22' (Right)
R-400.00 feet L-261.61 feet continuing along
said curve to the right, the tangent to which, at this
Point, bears South 16 deg. 01' 40' East;
(18)
South 21 deg. 26' 42' West, 294.89 feet;
(Continued)
✓ •.. yi.a.: �'.' __.� .
_..(. :�_ - c_ Y_ ..M.: .,�` .� �'?" 1.
89-50175 (o '
Order No. 2-145349
(19)
Central Angle -131 deg. 24' 00- (Tangent Left)
R-55.00 feet L-126.14 feet;
-(20)
North 70 deg, 02' 42' East, 274.60 feet;
(21)
Central Angle -55 deg. 08' 46- (Tangent Left)
R-120.00 feet L-115.50 feet;
(22)
North 14 deg. 53' 55' East, 64.58 feet;
(23)
Central Angle -79 deg, 51' 46' (Tangent Right)
R-200.00 feet L-278.77 feet;
(24)
South 85 deg. 14' 18' East, 57.49 feet;
(25)
Central Angle -54 deg. 50' 40' (Tangent Left)
R-100.00 feet L-95.72 feet;
(26)
North 39 deg. 55.' 01' East, 137.70 feet;
(27)
Central Angle -41 deg. 21. 56' (Tangent Left)
R-150.00 feet L-108.30 feet;
(28)
North 01 deg: 26' 55' West, 267.19 feet;
! (29)
Central Angle -47 deg, 20118 - (Tangent Right
R-400.00 feet L-330.48 feet to a point of
compound curvature, the tangent to
which, at this
Point, bears North 45 deg. 53' 24' East;
(30)
Central Angie -57 deg. 31' 37' (Right)
R-150.00 feet L-150.61 feet;
(31)
South 76 deg. 35' 00' East, 491.33 feet;
(32)
Central Angle -38 deg, 58' 41' (Tangent Left)
R-250.00 feet L-170.07 feet;
(33)
North 64 deg. 26' 19' East, 107.27 feet;
(34)
Central Angle -61 deg. 45' 43' (Tangent Right)
R-410.00 feet L-441.96 feet;
(35)
South 53 deg. 47' 58' East, 15.80 feet;
• , , ,::i:i : r ° `` :;
( 36 )
Central Angle -22 deg. 19' 54'
(Tangent
R-350.00 feet L-136.42 feet; Right)
(37)
South 31 deg. 28' 04' East, 80.39 feet to a point on
(Continued)
Order No. 2-145349
the most Easterly line of said Parcel 6, which line
is also the most Easterly, Westerly line of Parcel 3,
as shown on that certain Parcel Map filed January 11,
1978, in Book 63 of Maps, at Page 74, records of Butte
County, California, said point bears South 00 deg. 581
23" East, 984.51 feet from the most Northeasterly
corner of said Parcel 6, being also the most
Northerly, Northwesterly corner of said Parcel 3.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL` Paqe 1 CF'
Project Title.......... EBERT RESIDENCE Date........ 01/30/94
Project Address........ .--------------------
FOREST RANCH |
Documentation Author... GARY HAWKINS 1 !ujlCd"JprJ
Company................ BRUNO & HAWKINS |
Telephone ......... ..... 11916) 895-1125 | Plan Check / Date |
| |
Compliance Method...... MICROPAS4 by Enercomp, Inc. | Field Check/ Date |
Climate Zone........... 11 -------------------------
1
--------------------
| MICROPAS4 v4.02 File-EBERT Wth-CTZ11S92 Program -FORM CF -11--: |
| User#-MP0666 User-BRUNO & HAWKINS Run -PLAN 1803 |
_______________________________________________________________________________
'
GENERAL INFORMATION
---------------------
Conditioned
__________________Conditioned Floor Area..... 1819 sf
Building Type.............. Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 180 deg (S)
Number of Dwelling Units... 1
Number of Stories.......... 1
Floor Construction Type.... Slab On Grade (Package D)
BUILDING SHELL INSULATION
_.... ..... .... __________________.... ..... .....
Component Insulatioh Assembly
Type R -value ^U -Value Location/Comments
_____________ __________ ________ -----------------------------------------
Wall
_______________________________________Wall R-�r.'rr 0.088 FRONT, GARAGE, LEFT, BACK, BACKLEFT
BACKRIGHT, RIGHT
^ Door R-0 0.330 FRONT, GARAGE -«���
Roof 025 CATHEDERAL, ATT
SlabEdge R-0 0.500 TO GARAGE � -`'vo ^«�� `
- SlabEdge R-0 0.720 TO OUTSIDE °-� �� -
SlabEdge R-0 0.900 TO OURSIDE
FENESTRATION m'
----------------
#
-----------# of Interior Over-
U- Pan- Shading/ Exterior hang/ Framing
Orientation (sf) Value es Description Shading Fins Type
___________________ _____ _____ ____ _______________ ___________ ____ -------------
Window
________Window Front (S) 20.0 0.870 2 Drapes.Std 50% BUG SCR Yes Metal
Window Front (S) 7.5 0.720 2 Drapes.Std None Yes Metal
Window Front (S) 40.0 0.870 2 Drapes.Std 50% BUG SCR None Metal
Window Left (W) 32.0 0.870 2 Drapes.Std 50% BUG SCR None Metal
Aindow Back (N) 24.0 0.870 2 Drapes.Std 50% BUG SCR Yes Metal
Door Back (N) 40.0 0.770 2 Drapes.Std None Yes Wood
lyindow Back (N) 16.0 0,870 2 Drapes'Std 50% BUG SCR None Metal
Door Back (N) 40.0 0.770 2 Drapes.Std None None Wood
Window Back (N) 14.0 0.720 2 Drapes.Std None None Meta:',-
Window
etalWindow Left (NW) 8.0 0.870 2 Drapes.Std 50% BUG SCR Yes Metal
Window Back (NE) 8.0 0.870 2 Drapes.Std 50% BUG SCR Yes Metal
Window Right (E) 6.0 0.870 2 Drapes.Std 50% BUG SCR Yes Metal
Window Right (E) 38.0 0.870 2 Drapes.Std 50% BUG SCR None 'Metal
Skylight Horz . 4.0 0.820 2 None None None Metal
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
Project Title.......... EBERT RESIDENCE Date........ 01/30/94
===============================================================================
| MICROPAS4 v4.02 File-EBERT Wth-CTZ11S92 Program -FORM CF -1R |
| User#-MP0666 User-BRUNO & HAWKINS Run -PLAN 1803 |
�
-------------------------- _------------------------------------------------------
Type
____________ _
SlabOnGrade
SlabOnGrade
___________
No
`
' Equipment Type
------- _-------
�
Gas
AirCond
......................................................
Area Thickness
(sf) (in)
______ _________
�260~~~ 4.0
1559 4.0
_
Duct
n -c y Location
____________ -------------
Attic
Attic
Location/Commentii�
__
TYPICAL
Duct Thermostat
R -value Type
_______ ---------------
R-4.2
___________R-4.2 Setback
R-4.2 Setback
Number Tank External
� ' in e v n YJ Size Insul°tion
Tank Type Heater Type Distribution Type System. - (gal) R -value
____________ ___________ ___________________ ______ ________ ______ ------------
Storage
_________Storage Gas Standard 1 47.5 R-12
SPECIAL FEATURES/REMARKS
----------------------------
a
_______________________
"
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R
===============================================================================
Project Title.......... EBERT RESIDENCE Date........ 01/30/94
===============================================================================
| MICROPAS4 v4.02 File-EBERT Wth-CTZ11892 Program -FORM
| User#-MP0666 User-BRUNO & HAWKINS Run -PLAN 1803 |
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with Title -24, Parts 1 and 6 of ths
California Code of Regulations, and the administrative regulations to
implement them. This certificate has been signed by the individual wit!-
overall design responsibility. When this certificate of compliance is
submitted for a single building plan to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features/
Remarks section.
DESIGNER or OWNER
Name.... GARY HAWKINS
Companv. BRUNO AND HAWKINS
Address.
20 CONSTITUTION DR.
#A
CHICO, CA. 95926
Phone...
916-895-1125
License.
C P 18693
Signed..
ENFORCEMENT AGENCY
Name....
' Title...
Agency..
- Phone...
Signed..
DOCUMENTATION AUTHOR
Name.... GARY HAWKINS
Company. BRUNO & HAWKINS
Address. 20 Constitution Dr.,
Chico, CA. 65926
Phone... (916) 895-1125
Signed..
ShAt
(date)
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Pane 1 M|
Project Title.......... EBERT RESIDENCE Date........ 01/30/94
Project Address........ ----------------------
FOREST RANCH | |
Documentation Author... GARY HAWKINS | Building Permit # |
Company................ BRUNO & HAWKINS | |
Telephone .............. x(916) 895-1125-----------------
| Plan Check / Date |
| |
Compliance Method...... MICROPAS4 by Enercomp, Inc. | Field Check/ Date (
Climate Zone........... 11 -------------------------
1
--------------------
| MICROPAS4 v4.02 File-EBERT Wth-CTZ11S92 Program -FORM MF -1R |
i User#-MP0666 User-BRUNO & HAWKINS Run -PLAN 1803 |
_______________________________________________________________________________
Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent compliance requirements listed
o'n the Certificate of Compliance. When this checklist is incorporated into the
permit documents, the features noted shall be considered by all parties as
binding minimum component performance specifications for the mandatory measures
whether they are shown elsewhere in the documents or on this checklist only.
BUILDING ENVELOPE MEASURES
Design- Enforce-
er ment
*150(a): Minimum R-19 ceiling insulation.
150(b): Loose fill insulation manufacturers labeled R -Value.
*150(c): Minimum R-13 wall insulation in framed walls
(does not apply to exterior mass walls).
*150(d): Minimum R-13 raised floor insulation in framed floors;
' minimum R-8 in concrete raised floors.
150(i): Slab edge insulation - water absorption rate no greater
than 0.3%, water vapor transmission rate no greater than 2.0
' perm/inch.
118: Insulation specified or installed meets CEO quality
standards.. Indicate type and form.
_���__
116-17: Fenestration Products, Exterior Doors and Infiltration/
exfiltration controls
a. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
b. Manufactured fenestration products have label with
certified U -value, and infiltration certification.
c. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed.
150(g): Vapor barriers mandatory in Climate Zones 14 and 16
only.
150(f): Special infiltration barrier installed to comply with
Sec. 151 meets CEC quality standards.
150(e): Installation of Fireplaces, Decorative Gas Appliances
and gas logs
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper And control
c. Flue damper and control ,
2. No continuous burning gas pilots allowed.
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R
===============================================================================
Project Title.......... EBERT RESIDENCE Date........ 01/30/94.
===============================================================================
| MICROPAS4 v4.02 File-EBERT Wth-CTZ11S92 Program -FORM MF -1R |
� User#-MP0666 User-BRUNO & HAWKINS Run -PLAN 1803 |
_______________________________________________________________________________
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
___________________________________________________________-__
Design- Enforce-
er men-(--
110-13N
ent
110-13: HVAC equipment, water heaters, showerheads and faucets
certified by the CEO. .
__.�_
150(i): Setback thermostat on all applicable heating systems.
__��~_
150(j): Pipe and Tank insulation
. 1. Indirect hot water tanks (e.g., unfired storage tanks or
backup solar hot water tanks) have insulation blanket (R-12
or greater) or combined interior/exterior insulation (R-16
or greater).
2. First 5 feet of pipes closest to water heater tank, non-
recirculating systems, insulated (R-4 or greater).
3. All buried or exposed piping insulated in recirculating
sections of hot watek system.
4. Coolihg system piping below 55 degrees insulated.
5. Piping insulated between heating source and indirect
hot water tank.
*150(m): Ducts and Far/s
1. Ducts constructed, and sealed to comply with UMC
�installsAd
sections 1002 and 1004; ducts insulated to a minimum
installed value of R-4.2 or ducts enclosed entirely within
conditioned space.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have
' either automatic or readily accessible, manually
operated dampers.
114i Pool and Spa Heating Systems and Equipment
' 1. System is certified with 78% thermal efficiency, on-off
switch, weatherproof operating instructions, no electric
resistance heating and no pilot light.
2. System installed with:
a. At least 36 inches pipe between filter and heater for
future solar heating.
b. Cover for outdoor pools or outdoor spa.
3. Pool system has directional inlets and a circulation-
irculationpump
pumptime switch.
115: Gas-fired central furnace, pool heater, spa heater or
-------
household cooking appliance have no continuously burning
pilot light (Exception: Non -electrical cooking appliance
with pilot <,150 Btu/hr.).
LIGHTING MEASURES
_________________
Design- Enforce-
er ment
150(k): 40 lumens/watt or greater for general lighting in
kitchens and rooms with water closets; and recessed ceiling
fixtures IC (insulation cover) approved.
COMPUTER METHOD SUMMARY Page 1 C -2R
===============================================================================
Project Title.......... EBERT RESIDENCE Date........ 01/30/94-
Project
1/30/94Project Address........ ---------------------
FOREST RANCH | |
Documentation Author... GARY HAWKINS | Building Permit # |
Company................ BRUNO & HAWKINS | |
Telephone .............. `(916) 895-1125 | Plan Check / Date |
| |
Compliance Method...... MICROPAS4 by Enercomp, Inc. | Field Check/ Date |
Climate Zone........... 11 ---------------------
===============================================================================
| MICROPAS4 v4.02 File-EBERT Wth-CTZ11S92 Program -FORM C-21:-'.'.! |
| User#-MP0666 User-BRUNO & HAWKINS Run -PLAN 1B03 |
--------------------------------------------- __________________________________
=================================================================
= MICROPAS4 ENERGY USE SUMMARY =
=--------------------------------
Energy
___________________________Energy Use Standard Proposed Compliance =
= (kBtu/sf-yr) Design Design Margin =
=.................... _.... ..... --------------- __________ __________ __________ =
= Space Heating.......... 15.12 17.63 -2.51 =
= Space Cooling.......... 11.53 10.88 0.65 =
= Water Heating.......... 12.55 10.34 2.21 =
..... ..... .... .... ____ ... ..... ......... .... ..... __ =
= Totali 39.20 38.85 0.35 =
= =
= ***
Building complies with Computer Performance *** =
=================================================================
GENERAL INFORMATION
---------------------
Conditioned
__________________
Conditioned Floor Area.....
Building Type..............
Construction Type ... I.....
Building Front Orientation.
Number of Dwelling Units...
Number of Building Stories.
Weather Data Type..........
Floor Construction Type....
Number of Building Zones...
Conditioned Volume.........
Footprint Area.............
Ground Floor Area..........
Slab -On -Grade Area.........
Glazing Percentage.........
Average Ceiling Height.....
1819 sf
Single Family
New
Front Facing
1
1
ReducedYear
Detached
180 deg (S)
Slab On Grade (Package D)
1
16240 cf
1819 sf
1819 sf
1819 sf
16.4 % of FA
8.9 ft
COMPUTER METHOD SUMMARY
ZONE
INFORMATION
Page 2 C -2R
===============================================================================
Project Title.......... EBERT
RESIDENCE
Solar
Date........ 01/30/94
===============================================================================
� 1v1ICROPAS4 v4.02 File-EBERT
Dwell
Wth-CTZ11S92
Program -FORM C -2R |
| User#-MP0666
_______________________________________________________________________________
User-BRUNO
& HAWKINS
Run -PLAN 1803 |
Zone Type
----------
FE U S [-.,:
_________HOUSE
Residence
BUILDING
1819
ZONE
INFORMATION
U-
----------------------------
________________________Floor
F I oo i
# of
Solar
Vent Special
Area Volume
Dwell
Cond- Thermostat
Height Vent Area
(sf) (cf)
___ _________ _________
Units
_____
itioned Type
_______ ____________
(ft) (sf)
________
______ ------------
1819 16240 1.00 Yes Setback 2.0 n/a
]PAQUE SURFACES
PERIMETER LOSSES
' Length F2 Insul Solar
Surface (ft) Factor R-val Gains Location/Comments
____________ ______ ________ _______ _____ ______________________
HOUSE
14 SlabEdge 10 0.500 R-0 No TO GARAGE
15 SlabEdge 7 0.500 R-0 No TO GARAGE
16 SlabEdge 145 0.720 R-0 No TO OUTSIDE
17 SlabEdge 43 0.900 R-0 No TO OURSIDE
FENESTRATION SURFACES
_____________________
�
# of Vent SC SC Interior
Area Pan- Frame Open U- Act Glass Int Shading/
Surfade (sf) es Type Type value Azm Tlt Only Shade Description
..... .... .... .... ... ..... ..... ..... ..... ... .... ..... ..... ___ ... ..... ..... ..... _________ ______ _____ ___ ___ ____ ____ -----------------
1
______________1 Window 20.0 2 Metal Slider 0.870 180 90 0.88 0.78 Drapes.Std
2 Window 7.5 2 Metal Fixed 0.720 180 90 0.88 0.78 Drapes.Std
3 Window 20.0 2 Metal Slider 0.870 180 90 0.88 0.78 Drapes.Std
4 Window 20.0 2 Metal Slider 0.870.180 90 0 AR 0,7R n,="== R+�
Area
U-
Insul
Act
Solar
Form 3
Location/
Surface
(sf)
value
R-val
Azm Tilt
Gains
Reference
Comments
..... ..... ....
i 10 t..
..... .... ..... _......... ..... ........
J S
.... .... ..... ..... ... _.... .....
..... .... .... ..... .....
..... ..... .... ..... .....
___ .....
_.... .... _
..... ..... ..... .....
..... ..... ..... ..... .... ..... ..... ..... ----
--------------------
_______________HOUS
1
Wall
147
0.088
R-13
180
90
Yes
W.13.2X4.16
FRONT
2
Wall
118
0.088
R-13
180
90
No
W.13.2X4.16
GARAGE
3
Door
20
0.330
R-0
180
90
Yes
None
FRONT
4
Door
18
0.330
R70
180
90
No
None
GARAGE
5
Wall
464
0.088
R-13
270
90
Yes
W.13.2X4.16
LEFT
6
Wall
26
0.088
R-13
270
90
Yes
W.13.2X4.16
LEFT
7
Wall
208
0.088
R-13
0
90
Yes._W.13.2X4.16
BACK
8
Wall
15
0.088
R-13
315
90
Yes.
W.13.2X4.16
BACKLEFT
9
Wall
15
0.088
R-13
45
90
Yes
W.13.2X4.16
BACKRIGHT
10
Wall
340
0.088
R-13
90
90
Yes
W.13.2X4.16
RIGHT
11
Wall
81
0.088
R-13
90
90
Yes
W.13.2X4.16
RIGHT
12
Roof
873
0.025
R-38
180
14
Yes
R.38.2X4.24
CATHEDERAL
13
Roof
942
0.025
R-38
0
0
Yes
R.3812X4.24
ATTIC
PERIMETER LOSSES
' Length F2 Insul Solar
Surface (ft) Factor R-val Gains Location/Comments
____________ ______ ________ _______ _____ ______________________
HOUSE
14 SlabEdge 10 0.500 R-0 No TO GARAGE
15 SlabEdge 7 0.500 R-0 No TO GARAGE
16 SlabEdge 145 0.720 R-0 No TO OUTSIDE
17 SlabEdge 43 0.900 R-0 No TO OURSIDE
FENESTRATION SURFACES
_____________________
�
# of Vent SC SC Interior
Area Pan- Frame Open U- Act Glass Int Shading/
Surfade (sf) es Type Type value Azm Tlt Only Shade Description
..... .... .... .... ... ..... ..... ..... ..... ... .... ..... ..... ___ ... ..... ..... ..... _________ ______ _____ ___ ___ ____ ____ -----------------
1
______________1 Window 20.0 2 Metal Slider 0.870 180 90 0.88 0.78 Drapes.Std
2 Window 7.5 2 Metal Fixed 0.720 180 90 0.88 0.78 Drapes.Std
3 Window 20.0 2 Metal Slider 0.870 180 90 0.88 0.78 Drapes.Std
4 Window 20.0 2 Metal Slider 0.870.180 90 0 AR 0,7R n,="== R+�
5 Window 20.0 2 Metal
Slider 0.870 270.
90 0.88
0.78 Drapes.Std
6 Window 12.0 2 Metal
Slider 0.870 270
90 0.88
0.78 Drapes.Std
7 Window 12.0 2 Metal
Slider 0.870 0
90 0.88
0.78 Drapes.Std
COMPUTER METHOD SUMMARY Page 3 C -2R
Proiect Title.......... EBERT RESIDENCE Date!....... 01/30/94
OVERHANGS AND SIDE FIN!..
---Window--
------Overhang-----
FENESTRATION
SURFACES
---Left
Fin---
---Right
Fin --
Area
#of
____________________#
----------------------
Vent -
Left
Rght
Sc
SC
Interior
Area
Pan-
Frame
Open
U-
Act
Hght
Glass
Int
Shading/
Surface
Hght
(sf)
es
Type
Type
value
Azm Tit
_____
Only
Shade
Description
___________
8
Window
_____
12.0
____
2
_________
Metal
______
Slider
_____
0.870
___
0
___
90
____
0.88
____
0.78
______________8
------------------
Drapes.Std
9
Door
40.0
2
Wood
Hinged
0.770
0
90
0.88
0.78
Drapes.Std
10
Window
16.0
2
Metal
Slider
0.870
0
90
0.88
0.78
Drapes.Std
�
11
Door
40.0
2
Wood
Hinged
0.770
0
90
0.88
0.78
Drapes.Std
12
Window
14^0
2
Metal
Fixed
0.720
0
90
0.88
0.78
Drapes.Std
13
Window
8.0
2
Metal
Slider
0.870
315
90
0.88
0.78
Drapes.Std
14
Window
8.0
2
Metal
Slider
0.870
45
90
0.88
0.78
Drapes.Std
15
Window
6.0
2
Metal
Slider
0.870
90
90
0.88
0.78
Drapes.Std
16
Window
6.0
2
Metal
Slider
0.870
46
90
0.88
0.78
Drapes.Std
17
Window
16.0
2
Metal
Slider
0.870
90
90
0.88
0.78
Drapes.Std
18
Window
16.0
2
Metal
Slider
0.870
90
90
0.88
0.78
Drapes.Std
19
Skylight
4.0
2
Metal
Fixed
0.820
180
0
0.88
0.78
None
OVERHANGS AND SIDE FIN!..
---Window--
------Overhang-----
---Left
Fin---
---Right
Fin --
Area
Left
Rght
Surface
___________
(sf)
_____
Hght
Wdth
Dpth
Hght
Ext
Ext
Ext
Dpth
Hght
Ext
Dpth
Hght.
_____
_____
____
____
____
____
____
____
____
____
____
___1
-------
I
Window
20.0
4
n/a
2
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
2
Window
7.5
5
n/a
5.34
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
7
Window
12.0
4
n/a
2
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
8
Window
12.0
4
n/a
2
0.5
n/a
n/a
n/a
n a
n/a
n/a
n/a
n/a
9
Door
40.0
6.67
n/a
2
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
13
Window
8.0
4
n/a
2.25
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
14
Window
8.0
4
n/a
2.25
0.5
n/a
n/a
n/a
n/a
n/a
n/a
n/a
15
Window
6.0
3
n/a
2
0.5
n/a
`
n/a
n/a
n/a
.
n/a
n/a
n/a
n/a
EXTERIOR
SHADING
________________
Area
Shading
SC* of
Surface
____________
(sf)
______
Type
_______________
Ext Shade
_________
^ HOUSE
�
1
Window
20.0
50%
BUG
SCREEN
0.84
3
Window
20.0
50%
BUG
SCREEN
0.84
4
Window
20.0
50%
BUG
SCREEN
0.84
5
Window
20.0
50%
BUG
SCREEN
0.84
6
Win w
12.0
50%
BUG
SCREEN
0.84
7
Window
12.0
50%
BUG
SCREEN
0.8 -ill -
.848
8
Window
12.0
50%
BUG
SCREEN
0.84
10
Window
16.0
50%
BUG
SCREEN
0.84
13
Window
8.0
50%
BUG
SCREEN
0.8111-
.8414
14
Window
8.0
50%
BUG
SCREEN
0.84-
.8415
15
Window
6.0
50%
BUG
SCREEN
0.84
16
Window
6.0
50%
BUG
SCREEN
0.84
17
Window
16.0
50%
BUG
SCREEN
0.84
~
COMPUTER METHOD SUMMARY ' Page 4 C -2R
===============================================================================
Project Title.......... EBERT RESIDENCE Date........ 01/30/94
===============================================================================
� MICROPAS4 v4.02 File-EB.FT Wth-CTZ11S92 Program -FORM
| User#-MP0666 User-BRUNO & HAWKINS Run -PLAN 1803 |
EXTERIOR SHADING
Area Shading SC of
Surface (sf) Type Ext Shade
..... _..... .... .... .... ..... .... ..... ..... ..... ..... ..... ..... ... .... ..... .... .... ..... .... ..... ..... ..... ..... .... ..... ..... .... .... .... ..... .... ..... ..... ..... ..... ..... .... ..... .... .....
18 Window 16.0 50% BUG SCREEN 0.84
HVAC SYSTEMS
... ........ .... .....
Minimum Duct Duct Duct
System Type Efficiency {-ocation R -value Efficiency
...... ..... ... ..... ..... ..... ..... ... .... .......... ..... ..... .... ..... ..... ......... _..... ......... ....... .... ...... _____________ ..... ..... ..... ..... ..... .... .... .... .... ..... .... _.... .....
___
HOUSE
` Gas 0.802 AFUE Attic R-4.2 0.830
AirCond 11.50 SEER Attic R-4.2 0.810
Number Tank External
in Energy Size Insulation
^Tank Type Heater� T�pe Distribution Type System Factor (gal) R -value
__ _.... .... ..... _.... ..... .... ... ... ..... ..... ..... ..... ......... .... _..... ..... ..... ..... .... .... .... ________ ______ __________
1 Storage Gas Standard 1 0.63 47.5 R-12
SPECIAL FEATURES/REMARKS
THERMAL MASS
`
'
Area
Thick
Heat
_______..... .... ....
Conduct-
..... .....
Surface
Mass Type
(sf)
(in)
Cap
ivity
....
R -value Location/Comments
... .... ... ......... ..... ... ..... .... .... ..... .... ..... ..... .....
HOUSE
______
_____
_____
_.... ..... ..... ..... .... ....
________ __......... .... .... .... ..... ..... .......... ..... ..... .... ..... ..... ............. ......... ......... .... .... ....
1 SlabOnGrade
260
4.0
28.0
0.98
0 KITCHEN BATHS & ENTRY
2 SlabOnGrade
1559
4.0
28.�
0.98
TYPICAL
HVAC SYSTEMS
... ........ .... .....
Minimum Duct Duct Duct
System Type Efficiency {-ocation R -value Efficiency
...... ..... ... ..... ..... ..... ..... ... .... .......... ..... ..... .... ..... ..... ......... _..... ......... ....... .... ...... _____________ ..... ..... ..... ..... ..... .... .... .... .... ..... .... _.... .....
___
HOUSE
` Gas 0.802 AFUE Attic R-4.2 0.830
AirCond 11.50 SEER Attic R-4.2 0.810
Number Tank External
in Energy Size Insulation
^Tank Type Heater� T�pe Distribution Type System Factor (gal) R -value
__ _.... .... ..... _.... ..... .... ... ... ..... ..... ..... ..... ......... .... _..... ..... ..... ..... .... .... .... ________ ______ __________
1 Storage Gas Standard 1 0.63 47.5 R-12
SPECIAL FEATURES/REMARKS
°
HVAC SIZING
Page 1 HVAC
Project Title..........
EBERT RESIDENCE
Date........ 01/30/94
Project Address........
---------------------
FOREST RANCH
| |
Documentation Author...
GARY HAWKINS
| Building Permit # |
Company................
BRUNO & HAWKINS
: |
Telephone..............
X916> 895-1125
| Plan Check / Date |
Compliance Method......
MICROPAS4 by Enercomp,
.
Inc.
||
| Field Check/ Date |
ClimateZone...........
11
..... .... ..... .... .... ..... ..... -..... ..... ..... ..... ..... ... .... ..... .... ..... ..... .... .....
===============================================================================
| MICROPAS4 v4.02
File-EBERT Wth-CTZ11S92
Program -HVAC SIZING �
| User#-MP0666 User-BRUNO & HAWKINS
_______________________________________________________________________________
Run -PLAN 1803 |
`
GENERAL INFORMATION
'--------------------
Floor
__________________Floor Area.................
1819
sf
' Volume
.................. w..
16240
cf
Front
Orientation..........
Front
Facing 180 deg (S)
Sizing
Location............
CHICO
EXP STA
Latitude..�................
39.7
degrees
Winter
Outside Design......
27 1:: -
Winter
Winter
Inside Design.......
70 F
Summer
Outside Design......
102 F
Summer
Inside Delign.......
78 F
Summer
Rang&..~...........
37 1 --
interior
Interior
Shading Used......
Yes
Exterior
Shading Used...!..
Yes
Overhang
Shading Used......
Yes
Latent
Load Fraction.......
0.20
HEATING AND COOLING LOAD SUMMARY
----------------------------------
Heating
_______________________________Heatihg Cooling
Description (Btuh) (Btuh)
_________________________________ ------ _---- --------------
Opaque
__________Opaque Conduction and Solar...... 14362 4895
Glazing Conduction............... 10638 5938
Glazing Solar.................... n/a 6765
Infiltration..................... 10269 337!:]-
Internal
375Internal Gain.................... n/a 2100
Ducts............................ 3527 2307
Sensible Load.................... 38797 25379
Latent Load...................... n/a 5076
___________ ___________
^ Minimum Total Load 38797 30455
Note: The loads shown are only one of'the criteria affecting the selection
' of HVAC equipment. Other relevant design factors such as air flow
requirements, outdoor design temperatures, coil sizing, availability of
equipment, oversizing safety margin, etc., must also be considered. It is
the HVAC designer's responsibility to consider all factors when selecting
the HVAC equipment.
r
A�'
Job number » E94014 Date >> 2/ 1/94
Structural calculations for
Project »Residence (Reu$03 104 -09-d"
Plan >>
Name »Jeff Ebert
Address >>Chico, California
Architectural Engineering Specialists
20 Constitution Drive Suite A
Chico, California 95926
(916) 895-1125
(916) 893-0532 Fax
HAw y��F
V� CA
v
No. 886993
F CP
q ppR D4Q,arME�r,
OV
FO
I
-r L
m
22-141 50 SHEETS +
22-142 100 SHEETS
AMPAO 22-144 200 SHEETS
c
T1
N
wJ
I� Cp�
N
mac'
o
�
`pj
k cp-
o
(JDCQ
}
N
-
S
0
f----------------------------------------------------------------------
REV 1-33_-_9,22MOOD JOISTS - SPAN CAPACITY
------------------------------------------------------------------------
DESCRIPTION >>OSAGE PHASE II
>>TYPICAL ROOF RAFTERS
------------LOADING DATA -----------(------------GENERAL DATA ------------
DEAD LOAD > .014 KSF :LOAD DURATION FACTOR > 1.250
LIVE LOAD ) .016 KSF ;JOIST SPACING > 24.000 IN.
TOTAL LOAD > .030 KSF ;
TRIBUTARY LOAD > .060 KLF
----------- ------------------------'
CONCENTRATED LOAD> .000 KIPS 1
EO UNIFORM LOAD > .000 KLF
--------------------------LUMBER DESIGN VALUES --------------------------
BASE 'VALUES
SPECIES GRADE Fb Ft Fv Fcl Fck E
DFL NO2 075 575 95 625 1100 1600000
JOIST NOMINAL WIDTH > 2 INCHES
JOIST NOMINAL DEPTH > 6 INCHES
REPETITIVE (Y/N)? > Y
SIZE FACTOR Cf (APPLIED TO Fb) > 1.300
SIZE FACTOR Cf (AP'P'LIED TO Ft) > 1.3110
SIZE FACTOR Cf (APPLIED TO Fc') > 1.100
REPETITIVE MEMBER FACTOR Cr > 1.150
DURATION OF LOAD ADJUSTMENT Cd > 1.250
FLAT USE FACTOR. Cfu >
ADJUSTED VALUES
SPECIES GRADE Fb Ft Fv Fcl Fc2 E
DFL 1402 1635.156 718.750 118.750 625.000 1430.000 1600000
------------SECTION DATA----------- ------SECTION PROPERTIES --------
WIDTH > 1.500 IN. SECTION NODULUS > 7.563 !N^3
DEPTH > 5.500 IPL AREA > 8.250 IN^2
MOMENT OF INERTIA> 20.797 INA 4
-----------------------------MAXIMUM SPANS ------------------------------
MAX SPAN AS LIMITED BY:
BENDING > 11.722 FEET
SHEAR. > 21.771 FEET
TOTAL LOAD DEFLECTION (L/240) > 10.721 FEET
STL > .536 IN.
LIVE LOAD DEFLECTION (L/360) > 11.545 FEET
SLL > .384 IN.
------------------------------------------------------------------------
MAX SPAN AS LIMITED BY CONCENTRATED LOADING > 10.720 FEET
CHECK STRESSES DUE TO CONCENTRATED LOADING
V MAX WITH LOAD IN PROXIMITY TO SUPPORT > .000 Kips
V CAP OF. JOIST > .653 KIPS 0K>
M MAX WITH LOAD AT MIDSPAN > .000 FT -KIPS
M CAP OF JOIST > 1.030 FT -KIPS <OK>
------------------------------------------------------------------------
REV 1-23-92 WOOD JOISTS - SPAN CAPACITY
------------------------------------------------------------------------
DESCRIPTION »OSAGE PHASE II
>>TYPICAL ROOF RAFTERS
------------LOADING DATA-----------1------------GENERAL DATA------------
DEAD LOAD > .014 KSF,. LOAD DURATION FACTOR > 1.250
LIVE LOAD > .OIL KSF JOIST SPACI�JG > 16.000 IN.
TOTAL LOAD > .030 KSF
TRIBUTARY LOAD > . .040 KLF
-----------------------------------
CONCENTRATED LOAD> .000 VIPs
ED UNIFORM LOAD > .000 KLF
--------------------------LUMBER DESIGN VALUES --------------------------
BASE 'VALUES
SPECIES GRADE Fb Ft Fv Fci FcA E
DFL NO2 875 515 95 625 1'00 1600600
JOIST NOMINAL WIDTH > 2 INCHES
JOIST NOMINAL DEPTH > 6 INCHES
REPETITIVE (Y/N)? > Y
SITE FACTOR Cf (APPLIED TO Fb) > 1.300
SIZE FACTOR Cf (APPLIED TO Ft) > 1.300
SIZE FACTOR Cf (APPLIED TO Fcil) > 1.100
REPETITIVE MEMBER FACTOR Cr > 1.150
DURATION OF LOAD ADJUSTMENT Ccs > 1.250
FLAT USE FACTOR Cfu >
ADJUSTED VALUES
SPECIES GRADE Fb Ft Fv Fcl- Fcv E
DFL NO2 1635.156 110.750 118.750 625.000 1430.000 1600000
------------SECTION DATA-----------1---------SECTION PROPERTIES--------!
WIDTH > 1.500 IN. !SECTION NODULUS > 7.563 IN"3 !
DEPTH > 5.500 IN. :AREA > 8.250 IN^2 !
lMoMENT OF INERTIA> 20.797 IN"4 1
------MAXIMUM SPANS ------------------------------
MAX SPAN AS LIMITED BY:
PENDING
> 14.356
FEET
SHEAR
> 32.656
FEET
TOTAL LOAD DEFLECTION
(L/240)
> 12.273
FEET
0TL >
.614 1111.
LIVE LOAD DEFLECTION
(L/360)
> 13.216
FEET
SLL >
.440 IN.
MAX SPAN AS LIMITED BY CONCENTRATED LOADI1dG > 10.720 FEET
CHECK STRESSES DL'E TO CONCENTRATED LOADING
V MAX WITH LOAD IN PROXIMITY TO SUPPORT > .000 KIPS
V CAP OF JOIST > .653 KITS QK>
�
� "tY WITH LOAD AT MIDSPAN > .000 FT -KIPS
M CAP OF JOIST > 1.030 FT -KIPS (OK)
-------------------------------------------------------------------------
REV 10-3-91 LATERAL DESIGN DATA
-------------------------------------------------------------------------
DESCRIPTION >>OSAGE HEIGHTS II
-------------------------------GENERAL DATA ------------------------------
EXPOSURE > B Ce > .70
BASIC WIND SPEED > 80 qs ) 17
IMPORTANCE FACTOR > 1.00
METHOD > 1 NORMAL FORCE METHOD
ROOF PITCH > 33.69 DEGREES
MEAN ELEMENT HT. > 20.00 FEET
R=CeICgtgs#I
PRIMARY FRAMES AND SYSTEMS
DESCRIPTION Cq p(KSF) DIRECTION
-------------------------------------------------------------------------
WINDWARD WALLS .80 .0095 INWARD
LEEWARD WALLS .50 .0060 OUTWARD
WIND14ARD ROOF .30 .0036 INWARD
LEEWARD ROOF .70 .0003 OUTWARD
WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0083 OUTWARD
i
------------------------------------------------------------------------
REV 5-26-92 KINGSTUD NAILING AT HOLDOWNS
-------------------------------- -------------------------------------
DESCRIPTION » 05--)0 �-
------------------------------------------------------------------------
KINGSTUD NAIL SPACING (16d) IN INCHES
HOLDOWN
LOAD():)
8' WALL
9' WALL
10' WALL
HD2A
3.265
0.41
9.46
10.51
HDSA
4.385
6.26
7.04
7.83
HD7A
7.570
3.63
4.08
4'.53
HDBA
8.015,0
3.41
3.84
4.26
HD10A
10.305
2.66
3.00
3.33
I
U
I C1,41W � 1 loa.�
��= Ic{-� Z-1-136r2�.o.IS�li)+ �{"�� 0115)4,67 -f- 3a(oriq� Zy-33]�3�
oC7+�).�►laC o S'O
(ZZ 104�2(��5�� + ISI/Z(.vIIQ� + 49
5
L «e
S -a
�-e-
4,S-6 4,S6 I`
114-1, 2.-7
{�3 S
4,SC%4 = , t04�`�
w U. f4.7S "
GK OT
I.�I �sG ooi) 6,0
:5 T2-,6 20
&t,,X 4-O - 2 x �-
�3
►v► 3 F = Z, SS w, =2,s4 5-1S= (3-2S
Z'gS
�,2 S
U' z
110
w &Q : '�3�z-r z) .o 14- �- 8 C a , , = , 3-1° r--/
8.v - ?1 7-(.37q)- 5.12'
z
2.2q k t C loci, 2 �/2.2
:5TH7320(rwJ
0�4`00
14
E
C1,-, r --,, (,I - 13
15 0-1 vI 3 c()-"- 50'.-G b,'— .
fr LT'�-f- wud.R w. I v.�
w 33 + o ,4bl
vJ w 2 (-Z,), o
1 C1(01) ; ,o133Iv/
o10 = ,I12'`/ ( w,.,o) U-///
of DV w /1 .
iJD�: Ori�ina� p�a.rt wGf
hvf 62 P7Peeo,-Iawy fa R2vi�
w,�►d r o a d f -PoI-
We-a aoLa� -f,-4� �-Ol -
15
------------------------------------------------------------------------
REV 4-5-92 COLLECTOR FORCES
------------------------------------------------------------------------
DESCRIPTION >>Line 2
»
---------------------=-----------SUMMARY--------------------------------
V1 > 4.560 KIPS
V2 > KIPS
LENGTH SUBJECT TO V1 > 59.750 FEET
DIAPHRAGM SHEAR DUE TO V1 > .016 KIPS/FT
LENGTH SUBJECT TO V2 > FEET
DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT
SHEAR PER FOOT - SHEARWALLS (v) > .309 KIPS/FT <SHEARWALL v>
SEGMENT W/O WALL OPNG V1 V2 FORCE
13.000 0 13.000 Y .000
19.000 0 19.000 Y -.992 �-
14.750 W 14.750 Y -2.442
13.000 0 13.000 Y .992
-------------------------------------------------7----------------------
REV 4-5-92 COLLECTOR FORCES
------------------------------------ :
>>Line 3
---------------------------------SUMMARY--------------------------------
V1 > 2.850 KIPS
V2 > KIPS
LENGTH SUBJECT TO V1 > 44.170 FEET
DIAPHRAGM SHEAR DUE TO V1 > .065 KIPS/FT
LENGTH SUBJECT TO V2 > FEET
DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT
SHEAR PER FOOT - SHEARWALLS (v) > .345 KIPS/FT <SHEARWALL v>
SEGMENT W/O WALL OPNG V1 V1 FORCE
11.670 0 11.670 Y .000
2.500 W 1.500 Y -.753
6.000 0 6.000 Y -.051
5.750 W 5.750 Y -.438 l o I �-
18.250 0 18.250 Y 1.178
'17
---------------------------------------------------------------------------------
9L GiCTI !!'iN., I.liI FILid; A _ 1_ARiSAII- 1;_[
---------------------------------UMolFh:Y---------------------------------
LrN; GTu 2 ECT T!n Vs ""='�' r_cT
DIAPHRAGM `HEAR (1E TO 1 .0-57 KIPS.IFT'
! Eti,_TI E!UBJECT T'! V2 1 FEET
DIAPHRAGM SEAR DUE TO V'' ✓.T�'S�1-j
SHEAR PER FLM yt?WAI �} ('°, 722 !.1PSrF f:, EARW.:__ ` %,
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063-340-016 93-3963 U
EBERT , . DUANE & JEFF'' .
DOE MILL & BATT RD., FOREST RANCH
ELE SER FOR WELL
~- OFFICE COPY '
,• ti
Address
GAS D 11 ate
Meter BY
ELECTRIC ..Date,
.Meter BY
j� COUNTY OF BUTTE - DEPARTMENT ORDEVELOPMENT SERVICES - BUILDING DIVISION
7 County Center Drive - Oroville, Californi4 95965 - Telephone (916) 538-7541 PERMIT NO.
APPLICATION AND PERMIT Q 3' l� -:3
ASSESSOR PARCEL NUMBER
06-1-340-016
ZONING
U
BUILDING PERMIT
OWNER
UAL- , T;F T .FF nr rR
R93 -4G04 TELEPHONE
8Q. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
TYl -WT 018S. CITTC0 459 -9 RR
CONTRACTOR'S NAME `
TELEPHONE
-
CONTRACTOR'S MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
LENDER'S MAILING ADDRESS
Filing Fee
$ 20.00
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESS
DOE ttTl. 1'v BATT R� F RFST R WCN
PERMIT FEE
$
-
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15.00
LOT NO.
•-
SUBDIVISION'S NAME
1
PARCEL MAP
Each gas water heater or vent
15.00
USE OF STRUCTURE
SF ❑ Duplex ElMobilehome ❑ Other 6+TLI. HOUSE
SPECIFY
Gas piping system 1 - 5 outlets
15.00
Building sewer
15.00
Mobile Home S G I W
@20.00
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation C3Other ❑
Describe Work: RX 14ETER SERVICE FOR LTIL
PERMIT FEE
$
Contractor
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service ( '1111 01 LESS
2ODA OR LESS )
23.00 • ��
Main Service ( 200A To 1000A )
46.00
NEW CONST. DWELLING OCCUP.
OR AODNS. ( & ACC. BLDS. T
3.50 FT$O.,
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one)
❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and
Professions Code and my license is in full force and effect.
License No. Classification
Ad I, as the owner, or my employees with wages as their sole compensation, will do
the work, and the structure is not intended or offered for sale. (Sec 7044)
❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044)
❑ lam exempt under Sec. Business and Professions Code
forthis reason
NEW CONST. MULTI -OUTLET
.NON-RESID. ( BRANCH CIRCUITS )
@7.50
( POWER APPARATUS )
& SINGLE OUTLET CIR.
Ex. Occup. ( OUTLET OR FIXTURES )
Bn0 01.00
Ex. Occu FIXED APPWS. OR
p' (
OUTLETS IRESID.I EA. )
5.00
Temporary Service
23.00
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PRE INSPECTION
23.00
WORKER'S COMPENSATION INSURANCE
1 declare under penalty of perjury (check one):
❑ This permit is for $100.00 (valuation) or less.
❑ 1 have placed on file with the County of Butte Dept. of Development Services,
Building Division a Certificate of Workmen's Compensation Insurance or a
/y. Certificate of Consent to Self -insure.
+^�1 I shall not employ any person in any manner so as to become subject to the Worker's
Compensation laws of California.
Notice to Applicant: If after making this statement, should you become subject to the
Worker's Compensation provisions of the Labor Code, you must forthwith comply with
such provisions or this permit will be revoked.
PERMIT FEE
$ 66.00
Contractor
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Cooling
Hood
6.50
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 Butte County Ordinances and California State Laws relating to
building construction, and hereby authorize representatives of the County of 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 inconsequence of'thq_granting of this permit.
X _ -/// .. Date
Signature of Applicant - O Owner ❑ Contractor ❑ Agent
An OSHA permit is required for excavations over 5"0" deep and demolition or
construction of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
occ
CONST. TYPE
TOTAL FEE $ 66-0
HAZ.
I D. FEES
I IMP
FLOOD
I cor
PARCEL PD
HD
I .76E
This permit is hereby issued under the applicable provisions
of the Butte County Code and/or Resolutions to do work
indicated above for which fees have been paid.
DIRECTOR t OF PUBLIC WORKS
By u Date 7
r
PERMIT EXPIRES ON " %J
!Date!
Receipt No. 153622
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
/ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION
V 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO.
APPLICATION AND PERMIT
ASSESSOR PARCEL NUMBER
ZONING
BUILDING PERMIT
063-340-016
U
OWNER TELEPHONE
MNE EBERT,
SO FT. OCC. BUILDING VALUATION �
OWNER'S MAILING ADDRESS
D _
CONTRACTOR'S NAME TELEPHONE
IdNER
CONTRACTOR'S MAILING ADDRESS
Fireplace
CONSTRUCTION LENDER UNKNOWN
Total Valuation $
LENDER'S MAILING ADDRESS
Filing Fee $
20.00
Permit Fee $
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee $
Energy Plan Checking Fee $
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty $
BUILDING ADDRESS
PERMIT FEE $
DOE, MIT.T. & BATT RD, FOREST RANCH
PLUMBING PERMIT
Filing Fee 20.00
Each Trap
7.00
Solar or heat pump water heater
23.00
Water piping
15,00
LOT NO.
2
SUBDIVISION'S NAME
PARCEL MAP
Each gas water heater or vent
15.00
USE OF STRUCTURE
Gas piping system 1 - 5 outlets
15.00
SF ❑ Duplex ❑ Mobilehome ❑ Other WELL HOUSE
SPECIFY
Building sewer
15.00
Mobile Home S G I W
@20.00
TYPE OF WORK
PERMIT FEE $
New ❑ Addition O Remodel ❑ Utilities M Installation C1Other ❑
Contractor
Describe Work: WXTKXX METER SERVICE FOR WELL
ELECTRICAL PERMIT
Filing Fee 20.00
Main Service ( 21111 OR 00AORLESS )
23.00 23.00
Main Service I 200A TO t000A )
46.00
NEW CONST. DWELLING OCCUP.
OR ADDNS. I 8 ACC. BLDS. )
3.5C FT.S0.
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one)
NEW CONST. MULTI -OUTLET
NON-REslo. ( BRANCH CIRCUITS )
@7.50
I POWER APPARATUS )
8 SINGLE OUTLET CIR.
Ex. Occup. ( OUTLET OR FIXTURES )
20 @ 1.00
BAL. @ .50
❑ I am a licensed underrovisions of Chapter 9, Division 3 of the Business and
P P
Professions Code and my license is in full force and effect.
License No. Classification
0l, as the owner, or my employees with wages as their sole compensation, will do
Ex. Occu FIX ED APPWS. OR
P. I OUTLETS IRESID.I EA. )
5.00
Temporary Service
23.00
the work, and the structure is not intended or offered for sale. (Sec 7044)
❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044)
❑ [am exempt under Sec. Business and Professions Code
Mobile Home Facilities
20.00
Misc. Wiring
23.00
PRE INSPECTION
23.00
forthis reason
WORKER'S COMPENSATION INSURANCE
PERMIT FEE $
66.00
Contractor
1 declare under penalty of perjury (check one):
❑ This permit is for $100.00 (valuation) or less.
❑ 1 have placed on file with the County of Butte Dept. of Development Services,
Building Division a Certificate of Workmen's Compensation Insurance or a
MECHANICAL PERMIT
Filing Fee 20.00
Heating
Certificate of Consent to Self -insure.
PKI shall not employ any person in any manner so as to become subject to the Worker's
Compensation laws of California.
Cooling
Hood
6.50
Ventilation
Notice to Applicant: If after making this statement, should you become subject to the
Worker's Compensation provisions of the Labor Code, you must forthwith comply with
such provisions or this permit will be revoked.
PERMIT FEE $
Contractor
1 certify that I have read this application and state that the above information is correct.
I agree to comply to all Butte County Ordinances and California State Laws relating to
building construction, and hereby authorize representatives of the County of Butte to
Mobile Home Installation Fee $
Energy Inspection Fee $
ocC CONST. TYPE
TOTAL FEE $
66.0
enter upon the above mentioned property for inspection purposes.
I also agre o save, indemnify and keep harmless the County of Butte against all
liabilities, dg�nents, costs, and expenses which may in any way accrue against said
Countyyii cohsequence .the anting of this permit.
X ,/ ccf� Date /Z
HAZ.
I D. FEES
I IMP
I F100D
I COF
PARCEL PD
HD
176E
This permit is hereby issued under the applicable provisions
Signa u e of Applicant - Owner ❑ Contractor ❑ Agent
of the Butte County Code and/or Resolutions
to do work
An OSHA permit is required for excavations over 5"0" deep and demolition or
construction of structures over 3 stories in height.
indicated above for which fees have been paid.
DIRECTOR AE PUBLIC WORKS n
BY Date 4
PERMIT EXPIRES ON 1 2
Receipt No. 153622
WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT
(joate)
b T,•
COUNTYOF BUTTE -DEPARTMENT OF DEVELOPMENTSERVICES -BUILDING DIVISION
a
7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541
PERMIT APPLICATION DATASHEET
OWNER ��� / --� A. P.ci--
ti Proposed Building Use Building Inspector I Date(��
At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:
DATE RECENED BY y
1. All items have been submitted . ............... .
2. Plot plans, 3/4 sets, signed by preparer of plans. .
3_ Complete plans, 3/4 sets, signed by preparer of plans.
4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............
5. Hazardous Material Form . .......................................... .
6. Energy Design Compliance and supporting documentation . ..................
7. Statement of Intent for Non -Heated and A/C Buildings . .......................
8. Engineered truss details and layout in duplicate (required prior to plan check). ... .
9. Mobilehome data and manufacturer's installation instructions, 2 sets. ...........
10. Fees of $.........................................
11. Impact fees as shown on attached schedule . ..............................
12. California Department of Forestry plan approval/fees. ....................... .
13. Flood elevation letter (100 year flood) by California Engineer . ................. .
14. Sanitation and plot plan approval Health Department. ..... ,
15. City of Chico plumbing permit . .........................................
16. Plot plan and business license approval from City of Biggs/Gridley. .............
17. Planning approval for (A) Use: (B) Parking:
18. Contact Land Development about (A) Improvements (B) Drainage. ......... .
19. -Driveway permit (cons uction approval required prior to occupancy). .. 7�
Pre -inspection for li��� required. .. e ";I 9 � w ll� (Da e) "
21. Contractor's license information. (No., Name Style, Classification) . ..............
22. Certificate of Workmans Compensation Insurance . .........................
23. Owner -Builder Verification (Given to owner , Mail to owner ) ............
24. Recorded copy of Agricultural Acknowledgement Statement . ..................
25. Letter of signature authorization . ........................................
26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... .
27. Letter of intent on building use . ....................................... : .
28. Mobilehome utility clearance . ..........................................
29. Documentation of legal access . ..................... :..................
30. Documentation of 50% subdivision developed or (A) Road improvements completed
and (B) Parcel meets zoning area and frontage requirements . ...............
31. Existing violations/expired permits . ......................................
32. Plan check list . .......................................................
33.
34.
OEM -
When you issue the permit, process as follows: -'Maillh owner. Mail to contractor.
Telephone and hold forpick office. Deliver with inspector.
Other
Parcel Creation
Acreage Applicant Date
Copy of Haz-Mat form sent Health Dept. Fire Dept. 14 Air Pollution Date
Copy of plans sent Health Dept. Fire Dept. - Other Date By
The following data must be submitted prior to permit issuance: (Circle new item not checked above).
1. Index permit for above items No.
2. Additional items required:
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date
Plans checked by Date Plans approved by Date
Sets of plans on hold in File cabinet AP folder
Copy - Department of Public Works
COUNTY OF BUTTE - Depar,tment of Public Works
7 County Center Drive, Oroville, CA 95965 Phone: 916-538_7541
OWNER -BUILDER VERIFICATION
Attention Property Owner:
An 'owner -builder" building permit has been applied for in your name and bearing
your signature.
Please complete and return this information at your earliest opportunity to avoid
unnecessary delay in processing and issuing your building permit. No building permit
will be issued until this verification is received.
1. I personally.plan to provide the major labor and materials for construction of
the proposed property,, //improvement (yes or no) ES
2. I (have/have not) v,:-'-
signed an application for a building permit
for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed
construction:
Name
Address City
Phone Contractors License No.
4. I plan to provide portions of this work, but I have hired the following person
to coordinate, supervise, and pro.vide the major work:
Name
Address City
Phone Contractors License No.
5. I will provide some of the work but I have contracted (hired) the following
persons to provide the work indicated:
Name Address Phone Type of Work
Signed:
Property Owner
Date j 2'-7G— y3
NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and
19832 of the California Health and Safety Code.
This verification must be completed and returned to our office before we are per-
mitted to issue the permit.
D
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20 LEVERONI COURT RE.—D.
E
NOVATO, CA 94949
CA LIC. #759086 PROJECT NO: 2915
415.883-7657
CAD DWG FILE: A-0COVER.DWG
-
5 - -- 4
9
FILE COPY
MCCROSSIN, JIM
PROJECT # 2915
10441 DOE MILL ROAD
CHICO CA,95928
APN:063-340-016-000
530-897-0442
SCOPE OF WORK
D
APPROVED PLANS AND
PERMIT SHALL BE ON SITE
FOR ALL INSPECTIONS
4.35 KW PHOTOVOLTAIC ARRAY, GRID TIED
TTI ATGM GROUND MOUNT ON 00 SLOPE
(30) SUNTECH STP175S-24/Ab-1 BLACK MODULES
(1) FRONIUS IG PLUS 5.0-240 INVERTER
Sheet List Table
Sheet Number
Sheet Title
A-0
COVER
A-1
SITE PLAN
S-1
STRUCTURAL
LAYOUT
S-2
STRUCTURAL
SECTION
E-1
SINGLE LINE
E-2
DC CIRCUIT PLAN
BOM
BILL OF MATERIALS
REVISIONS PROPERTY OWNER: MCCROSSIN, JIM PARCEL NUMBER:
DESCRIPTION BY CK'D APP/D ADDRESS: 10441 DOE MILL ROAD 063-340-016-000
CHICO, CA 95928
DESIGNER: JAMES WATERS 415-001-0945 ATE. 6/1/2009
MANAGER: JAMES WATERS 415.601-0945 ATE. 6/1/2009
CONSTRUCTION: KEVIN ROSALES 530693-2000 ATE' 6/1/2009
Il 2
THE 2007 CBC, CMC, CPC,
CEO, AND 2005 CALIFORNIA
ENERGY STANDARDS AS
AMENDED BY THE JURISDICTION
APPLY TO THIS PROJECT.
M,:-
BUILDING
PERMIT# Of- 0? '91
ASSESSOR'S
PARCEL# V0 014
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A
COVER
PERMIT SET I A-0
1
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STRUCTUFtE TO
ALL PORTIONES MENT- NCLUDING
BE O� OF WALLS,
FOOTING ,FOUN
ROOF ATIONS,
`EAVES AN _
MAIN METER
—INVERTER
IN GARAGE
1
NOTE
SITE CONDITIONS
ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE
CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED
PLANS:
CONDUIT TO RUN
THROUGH THE ATTIC
2, o or) G E L Atte-A ,47 e,'
a. DRIVEWAY
130' SETBACK TO P.L.
e I1SITE PLAN COMPLY WITH CAL/FORN/A
A
1/32=1'-0" 690CTRICAL REQUIREME TS FORLE
I
ARRAYTILT:20° SOLAR PHOTOVOLTAIC
GROUND SLOPE: 0° I SYSTEMS
AZIMUTH:180° -
��� °°0°E°^�••°°°�° REVISIONS PROPERTY OWNER: M1 DOE MILL
JIM PARCEL NUMBER:
cwNDERn,.E.ws DR-ING MD— w A. oEscwv%� _ro ER i•wx..— oor•rNxEOIIEaEIs ADDRESS: 10441 DOE MILL ROAD 063-340-016-000
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NCA LIC. CA 94949
ff4sgoA""
CA LIC. #759086 PROJECT NO: 2915
415-883-7657
CAD DWG FILE: A-1 SITE PLAN.DWG
ir 5 1 1 4 1a
• EXCESSIVE SLOPES
• EXPANSIVE SOILS
• EXCESSIVE CUTS OR FILLS
• ALTERATIONS TO NATURAL DRAINAGE
• OTHER UNUSUAL SOIL OR GEOGRAPHICAL
CONDITIONS
D
PROVIDE MINIMUM DISTANCE
FROM FOOTING OF STRUCTURE t /�
OF 5 F -T FROM ALL PORTIONS
OF PRIVATE SEWAGE DEPOSAL
j SYSTEM INCUDING SEPTIC / C
TANK, LEACH AREA ARID PITS I �
i
(Ai:jxiLiARY EL.ECTRiCAc_
GENERAT^R —V.;LL REG;LJIRE A
SEPARATE ELECTRICAL PERMIT y
FROM BUTTE E COUNTY BUiLDING
I DIVISION
0
a I
o I
CHICO, CA 95928
DESIGNER:ATE:
JAMES WATERS a1s�o1-0sas 6/1/2009
MANAGER:ATE
JAMES WATERS a1s-sol-0sas 6/1/2009
CONSTRUCTION: KEVIN ROSALES 530-693-2000
ATE. 6/1/2009
2
NEPA 5e
LPG TANK LOCATION MINIMUM
pISTANCE FROM PROPERTY LINES OR I
s0� GALLONS OR
STRUCTURES FOR SHALL BES FEE I
LESS, LPG TANK _,J
B
SITE PLAN
PERMIT SET A-1
I
A
u
SPECIFICATIONS
D SUNTECH STP175S-24/Ab-1
L: 62.2
W: 31.8
D: 1.4
34.1 LBS
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ZOa A d
ARRAY TILT:20°
GROUND SLOPE: 0°
AZIMUTH:180°
SOLAR
5
4 9 2
25'-11" 11,
28'-0" 19'-11" 11'-101
2'-7" TYP.
TTI CRADLE ASSY
AND PIER /
.Y LAYOUT
Si 1/4' = 1'-0,
REVISIONS
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20 LEVERONI COURT T.R. mEwg��"�
NOVATO, CA 94949
CA LIC.#759086 PROJECT NO: 2915
415.883.7657
CAD DWG FILE: S-1 STRUCTURAL LAYOUT.DWG
4 8
TTI t
TORQUE
TUBE
100mmx80mmx3 .
STEEL
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SUPPORT J
CHANNEL
RAIL
8'-0�"
2
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PROPERTY OWNER: MCCROSSIN, JIM
PARCEL NUMBER:
ADDRESS: 10441 DOE MILL OAD
063-340-016-000
CHICO,CA CA 959 95928
STRUCTURAL LAYOUT
DESIGNER: JAMES WATERS 415-001-0945 ATE' 6/1/2009
MANAGER: JAMES WATERS 415-601.0945 ATE. 6/1/2009
PERMIT SET
S-1
°°"STRUCT10": KEVIN ROSALES 530-693-2000 ATE: 6/1/2009
2
1
1
,y
D
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A
5 1 4
MCCROSSIN, JIM
4.35KW
(30) SUNTECH STP175S-24/Ab-1 BLACK MODULES
(1) FRONIUS IG PLUS 5.0-240 INVERTER
(30)X(151.7W CEC)X(95.5% EFF CEC)=4346.21W AC
SUNTECH STP175S-24/Ab-1 BLACK
MODULES:
: 111 5 W
CEC RATING: 151.7 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: 30
FRONIUS IG PLUS 5.0-240 INVERTER:
MAX DC INPUT: 600 V
MAX INPUT CURRENT: 23.4 AMPS
MAX AC OUTPUT CURRENT: 23.7 AMPS
PEAK EFFICIENCY: 96.2 %
CEC EFFICIENCY: 95.5 %
STRING TOTAL:
MODULES PER STRING: 10
TOTAL OPEN CIRCUIT VOLTAGE: 442.00 V
TOTAL MAX POWER VOLTAGE: 352.00 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: 352.00 V
MAX SYSTEM VOLTAGE: 517.14 V
SHORT CIRCUIT CURRENT: 15.60 AMPS
MAXIMUM SYSTEM VOLTAGE:
TEMP CORRECTION FACTOR:1.17
MAX SYSTEM VOLTAGE:517.14 V
(OPEJI CUtCUIT VOLTAOEj(STIM0 TOTALXTEYP CORRECTION FACTOR}
W4
5
3
(10) STP175S-24/Ab-1 BLACK PV MODULES (IN SERIES)
(10) STP175S-24/Ab-1 BLACK PV MODULES (IN SERIES)
(10) STP175S-24/Ab-1 BLACK PV MODULES (IN SERIES)
DC STRING VOLTAGE DROP:
MAX POWER CURRENT (Ipm): 4.95 AMPS
DAft 1.980m
DC RUN POSITIVE AND NEGATIVE DISTANCE: 131ft
VOLTAGE: 352.00 V
VOLTAGE DROP= (IpmxDH00=Idtx0/Idt)= 1.28393V
%Vd=(Vd/Vnom)100= 0.36%
71
3/4" EMT / SCH 80
1
#10 USE-2/RHW-2 CONDUCTORS
#10 USE-2/RHW-2 CONDUCTORS 1� COMBISWITCH (2) #8THWN-2 CONDUCTORS
10 AMPS FUSIBLE 0 W -2 GROUND
#10 USE-2/RHW-2 CONDUCTORS �� LOCKABLE I 3/4" EMT / SCH 80
40 AMP
10 AMPS 4 -POLE
240V
(1) #10 GROUND
#4 GEC
SUPPLEMENTARY
GROUND ROD -
COMPLY WITH CALIFORNIA
ELECTRICAL CODE- ARTICLE
690 REQUIREMENTS FOR
SOLAR PHOTOVOLTAIC
LABEL, CIRCUIT BREAKER(B), SYSTEMS
DISCONNECT(Ei)I - - --
FUSE(S),SWITCH (ES) AND THEIR
4CCESSORIES, TO IDENTIFY THEIR
LOCATION AND OR EQUIPMENT �I
METER
200AM P
MAIN
BREAKER
ENCLOSURE
RNIA
COMPLY WITH CALI ARTICLE
ELECTRICAL CODE -
FOR
"L7 REQUIREMEN
GROUNDING AND BONDING
COMPLY WITH CALIFORNIA
ELECTRICAL CODE- ARTICLE
240-24 REQUIREMENTS
APPROVED LOCATION OF
OVERCURRENT PROTECTION
I
REVISIONS
L TwspUwiNO.xD UO'DATA. DE.RIRfgN_. _.TNERw RNUMIx CDM4xEDxEREIN REV DATE DESCRIPTION
•RE CDN K13� MWMIETARY AND THE E[0.VSwE M<ORERTY O1--.11. �x0 SMRLL NDi BE
SPG SOLAR MA4 [D. REMIODHOED. ODMED. DEC MD. OR VS O, IN INI-E OR IN -T, ROR RN MRq$E
illOUf iiE E.NRRES$ wRNIEN OERNOE•JON OR • p1EV ♦OIWPo>fO REMiEEENTRIIYE OR SRO Bo4N.
20 LEVERONI COURT xC.. RON 9RESERVED.
NOVATO, CA 94949
CA LIC. #759086 PROJECT NO: 2915
415-883-7657
CAD DWG FILE: E-1 SINGLE LINE.DWG
4 0
@ ARRAYJ
DC VOLTAGE DROP:
MAX POWER CURRENT (Ipm): 14.85 AMPS
DAdt .7780Adt
DC RUN DISTANCE: 15Dft
VOLTAGE: 352.00 V
VOLTAGE DROP= (Ipmx2D/1000ft/kftx0")= 3.46599V
%Vd=(Vd/Vnom)100= 0.98%
FRONIUS IG PLUS 5.0-240
INVERTER
AC MAX OUTPUT CURRENT: 23.7A
RATED AMPS:23.7A X 125 = 29.63A
PROVIDE READILY ACCESSIBLE
CAPABILITY TO CIRCUIT BREAKER(S),
DISCONNECT(S), FUSE(S),SWITCH (ES)
AND THEIR ACCESSORIES AS
REQUIRED AND DEFINED IN
CALIFORNIA ELECTRICAL CODE (�-�
FRONIUS
IG PLUS 5.0-240
5.OKW INVERTER
240 VAC
UL#1741
INTERNAL
LOCKABLE DC
DISCONNECT
GFP
I� a MAIN
I
#10 THWN-2 CONDUCTORS
(1) #8 THWN-2 GROUND
3/4"EMT
AC VOLTAGE DROP:
OUTPUT CURRENT (Ipm): 23.7 AMPS
0/Idt• 1240M
AC RUN DISTANCE: 10ft
VOLTAGE: 240 V
VOLTAGE DROP= (Ipm1QD/1000ftMXO/Idt� 0.59V
%Vd=(Vd/Vnom)100= 025%
PROPERTY OWNER: MCCROSSIN, JIM
PARCEL NUMBER:
ADDRESS: 10441 DOE MILL ROAD
063-340-016-000
CHICO, CA 95928
DESIGNER: JAMES WATERS 415-001-0945
ATE: 6/1/2009
MANAGER: JAMES WATERS 415-601-0945
ATE. 6/1/2009
CONSTRUCTION: KEVIN ROSALES 530-693-2000
ATE. 6/1/2009
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ADDITIOWREMODEL FOR:
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10441 DOE MILL ROAD, CHICO, OALIFORMIA
Date: 12/29/06
Dry: DM, AK
Job no.: 06-124
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BATT ROAD 360.24' R=200.oc
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LOCATIO
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GIVERAL NOTES
1* All work on this project shall conform to the 1917 edition of the
UBC,2001 CSC and any other applicable county and/or city codes and
ordinances.
2. written dimensions are to be used, do not scale drawings.
3. Specific information on the drawing differing from these notes
shall apply.
4. The contractor shall verify site conditions and their correlations
with the drawings.
S. In the event certain features of the construction are not fully
shown on the drawings or called for in the notes, then their
construction shall be of the same character as for similar
conditions that are shown or called for and shall be approved by
the architect.
6. The drawings represent the finished structure. unless otherwise
Z indicated, they do not indicate the method of construction.
41- 7. All walls to be 2 x 4 studs at 1611 o.c. U.O.N.
S. Bedroom window finished sill height. to be 44 11 maximum at egress
windows.
9. All exhaust fans, gas ranges, and clothes dryers to be vented to
APPROX. LOC. OF (E) SEPTIC t LEACH LINE outside.
10. Finish grade and finish floor elevations to be field set. Drainage
around all structures is. to be away from buildings at 1/4 11 per foot
slope for minimum 41. Swale as required.
Q 11. Dimensions noted "clear" or "clr" are minimum required dimensions
0 and must be accurately maintained.
12. All dimensjionB are to face of stud, face of concrete, or face of
masonry, uxnless otherwise noted.
NNXRGY NOTES
Ile 1. All exterior doors and windows shall be weatherstripped.
2. All joints and penetrations in exterior walls, floors, and ceilings
shall be caulked and sealed.
X 3. Exterior wall to be insulated with R-13 at 2x4 walls. Floors to be
AREA OF CONSTRUCTION/ insulated with R-15.. Attic space to be insulated with R-38.
5HONN SHADED Insulation Certificate is required to be posted at the residence
prior to the issuance of a Certificate of Occupancy.
(E) RESIDENCE 4. Exterior windows, and doors with glazing, shall have permanent NFRC
levels attached, U -values of doors or windows shall meet Title 24
OARINA calculations.
5. Title 24 Installation Certification form CF -6R shall be posted
prior to issuance of Certificate of Occupancy.
D 6. Ducts to be constructed per U.M.C. Insulate all ducts in
�nconditioned space withR-4.2 minimum insulation. This building
incorporates HERS verified Duct Leakage.
7. HERS required verification: This project requires field testing
and/or verification by a certified home energy rater under the
APPROX LOC. supervision of a CEC-approved HERS provider using CEC approved
testing and/or verif ication methods and must be reported on the CF -
OF (E) PRIVEHAY 4R installation certificate.
8. Windows to be lowE2 dual -glazed with vinyl frames.
9. Mechanical. equipment energy rating: AFUE=O. 71 f or the furnace and
SEER=13.0 with txv for the cooling. This building incorporates HERS
verified Refrigerant Charge test or HERS verified Thermostatic
Expansion Valve TXV) .
OWING Q WINDOW NOTE
1. Doors, windows, and shower doors within hazardous areas to be
impact resistant glass
2. All glass less than 18; above adjacent walking surfaces or within
2411 radiu's of door jambs in closed position shall be fully
tempered.
3. All window, frames to be set in full bed of mastic. Lap building
wrap over vindow flange except at sill.
DOOR AND MUN&U NOTES
1. All exterior and interior door hardware to be as selected by owner.
Exterior and interior hardware finish to be as selected by owner.
2. Provide 1 1/2 pair butts per door.
3. Each door to be provided wl door stop.
D
1. All gypsum board seams to be taped. Texture walls and ceilings to
match existing finish or with light knock -down finish typical
U.N.O.
2. Cut all openings for outlets, switches etc., score & knock�out
method will not be used.
3. Gypsum board to be painted with primer coat prior to texturing.
4. Wrap all windows 3 sides with gypsum board.
5. Fasteners shall conform with UBC table 25-G and shall be applied in
5HEET INDEX such a mariner as not to fracture the face paper with the fastener
head. Fasteners shall be spaced a minimum of 3/8 inch from edges
1. 51TE FLANNOTE5 and ends.
2. FLOOR PLAN 6. All edges and ends shall occur on the framing members, except those
5. ELEVATION5/5E( TIONS edges and ends which are perpendicular to the f raming members.
4. ELEVATIONS PAINTI
5. FOUNDATION/FLOOR FRAMIN5 1. Perform a:ll work necessary and required for completion of the
0- CO 6. R(OOF/ROOF FRAMINO PLAN
1. ELECTRICAL project ar. required to complete the finishing of the building.
b. A5 BUILTA;)EMO Painting of electrical work in finished areas of the building and
01. VIETAII-5 access doors is included.
2. No paintirng or finishing shall be started until the surfaces to be
painted ar finished are in proper condition in every respect.
Application of first coat shall constitute acceptance.
3. Wood surfaces shall be sanded and dusted clean. Putty all nail
holes exacles etc after first prime coat
4. Leave all iglass areas, stucco surfaces, floors walks, hardware, and
any other surfaces clean and free of paint, stain, spatterings,
smears, smudges which are the result of these operations. Replace
any glass damaged in any way.
_W
SITE PLAN
I No carpet shall be laid until surfaces to receive it conform to the
manufacturer's specifications.
2. Carpet shall be installed wall to wall, smooth and free from
wrinkles, frays, lumps or other defects.
3. Carpets to be selected by owner.
FIRN STOP NMS
1. Fire- stopping -shall be provided to cut off all concealed draft
openings (both vertical and horizontal) and shall form a barrier
between a top story and roof space, and in the following specific
locations:
A. in exterior or interior stud walls, at ceilings.
B. In all stud walls and partitions, including furred spaces, so
placed that the maximum dimension and atny concealed space is
not over 10 feet.
C. Any other locations not specifically mentioned above, such as
holes for pipes, shafting, behind furring strips and similar
places which could afford a passage for flames.
2. Penetrations of rated assemblies shall be fire -stopped. Fire
stopping shall be an approved material as prescribed by the State
Fire Marshall.
ELIMICAZ NOTRS
1. Elect rical contractor to verify all fixture and device locations
with Owner.
2. Electrical contractor shall pre -wire for telepho.nes and T.V.
outlets.
3. Smoke'detectors shall be provided in complian, ce with local building
code as shown on drawings, direct wire w/ battery backup.
4. Electrician shall install all built-in appl:iances.
5. Provide arc fault circuit breakers at the main panel for all
bedroom outlet circuits.
P3RMAN1= TNTER-TOR LUMIMRINS:
General:
1. High -efficiency luminary fixtures must not�contain a medium . based
screw type incandescent socket.
2. A manual -on occupant sensor must not have ain always on feature.,
3. All sensors (indoor and outdoor) are to let the luminaries they
control -run for no longer than 30 minutes.
4. All recessed luminaries in ceilings must be approved for zero -
clearance insulation cover, electronic ball.ast, and. air -tight.
Bathrooms, Laundry Rooms, utility Rooms andGaraiges:
1. All permanent interior luminaries must be high efficiency or
controlled by a manual -on occupant sensor.
Kitchens:
1. Kitchens must have at least fifty percent of the installed wattage
as high efficiency luminaries.
2 . High efficiency luminaries must be switched separately from low
efficiency luminaries.
3 . Wattage for incandescent luminaries is determined by the maximum
rating of the fixture.
All Other Rooms:
1. All permanent interior luminaries must be high efficiency, or
controlled by a manual -on occupant sensox, or controlled by a
dimmer.
Outdoor:
1. All permanent outdoor luminaries attached tto the building must be
high efficiency or controlled by a motionisenaor and photocell
PEBAZING, COOLING AIR CMITION-M--
1. The heat loss and heat gain of the air condAtioned portion of the
building shall be determined by a licerased heating and air
conditioning contractor or engineer. Such person shall assume all
responsibility for adequately heating and ctooling the building.
2. The systems shall be properly balanced by the Mechanical
contractor.
3. It shall be the responsibility of the Mechanical contractor to
verify in the field that registers, ducts, etc. are not located so
as to cause subsequent damages to structural members ,:Ln: the
framing.
4. All HVAC registers a diffusers to have adjustable dampers.
S. All exhaust fans to havebackdraft damper and a minimum of 4 full
air changes per hour. Vent to outside air.
FINISN CARPENTRY
1. Perform all work necessary and required[ for finish woodwork
including, but limited to:
A. Interior trim and millwork.
B. Similar assemblies of finish wood.
C. Hanging interior doors.
D. installation of manufactured items not: specifically noted to
be installed by others.
2. Materials:
A. Cleats and hook strips: Pine.
B. Closet shelves I x 12 pine.
C. Windows to be trimmed in wood at sill and painted.
3. All millwork shall be fabricated and assembled from measurements
taken at the site.
4. Casing trim, Cleats, etc.: Apply with appropriate size nails
countersunk and filled. All materials shaRl be applied to solid
backing or applied with appropriate fasteners.
S. All interior trim, casing etc. to be painted, finger -joint, verify
withowner.
VIMILATI
1. Provide attic ventilation at areas with attic. Venting to be
at a ratio of 1:300. -At least 50% -of the required vent area
shall be provided by attic vents located at least 3 ft. above
the eave vents with the balance of the required ventilation
provided by the eave vents.
PLUMBING
1. The drawings are schematic and indicate the systems and equipment
to be used. Plumbing contractor shall verify clearances, shall lay
out and coordinate the plumbing work with the work of other trades,
and shall confirm the location of and install sleeves and hangers
BO that work of other contractors is not delayed.
2. Install gate valve at service entrance to building.
3. All fixtures shall be supplied with hot and/or cold water, waste
and vent piping as required.
4. All waste lines shall have a continuous fall of 1/41, per foot
inside the building.
5. Cleanouts shall be placed to service wast:e system in accordance
with applicable codes and best plumbing practices.
6. Approved backflow prevention devices shalL1 be provided on. hose
bibbs.
DES31GH LOADS
Seismic................................ Zone 3
Wind ................................... 75 MPH
Floor Live Load ........................ 40 PSF
Roof Live Load ......................... 16 PSF
CQNCEM NOTES
1. Concrete shall have a minimum compressive strength at 28 days
and a maximum slump of:
Strength .... 2500 psi Slump ........ 411
2. Construction joints shall be prepared to expose clean, solidly
embedded aggregate over the entire joint iraterface. .
3. Placement of pipes, conduits, or other embedded items in the.
concrete shall be in accordance with these Drawings.
4. Contraction joints in slabs, shall be so placed that the
maximum dimension and area of any section do not exceed 30 -
feet and 600 square feet, respectively. *
S.- Structural steel shapes, tubes and pipes embedded in concrete
shall have a minimum of 311 concrete cover.
6. Bottoms of all footings shall rest on firm,* undisturbed soil.
Minimum depth is noted on Drawings.
T1
RRINFORCING STRI
1. Reinforcing steel at foundation footings to conform to ASTM
A615 and be intermediate grade deformed bars - type N, grade
40.
Reinforcing steel at retaining walls to conform to ASTM A615,
including supplement. All bars shall be new stock deformed
bars, grade 40 for #3 bars, grade 60 for #4 and larger bars,
typical unless otherwise noted. Bars to be welded shall
conform to ASTM 706.
2. Unless noted, reinforcement bars to be lapped minimum 40 bar
diameters.
3. Bends in reinforcement shall be in accordance with ACI 318-89.
4. All dimensions shown for locations of reinforcing steel are to
face of bar and denote clear coverage. Unless specifically
noted otherwise, concrete coverage shall be 311 where concrete
is placed directly against earth, and 21, where concrete is
exposed to earth but is against forms. Slabs on grade shall
have reinforcing at mid -depth unless otherwise noted.
5. Splices in continuous reinforcing shall have a lap of 40 bar
diameters minimum in concrete construction except where shown
otherwise. Horizontal laps in adjacent bars shall be staggered
s1-011 minimum. Vertical bars shall be one piece full -height.
KQLRQWNfi
Install holdowns per manufacturer's specifications. Unless
noted otherwise, holdowns shown adjacent to a window or a door
shall be attached to the kingstuds.
2. Provide continuous edge -nailing through plywood to studs which
have a holdown.
ROUGH CARP
1. In addition to framing operations normal to the fabrication
and erection indicated on the Drawings, install wood blocking
and backing required for the work of other trades.
2. Structural framing shall be douglas fir of the grades
indicated or better (WWPA grading rules):
2 x joists and rafters NO. 2
Posts a beams NO. I
Studs NO. 2
sills a plates No. 2 HF
Sills on concrete PTHF
Misc. framing not noted NO. 2
3. Wood sills bearing on concrete shall be bolted with anchor
bolts as noted on foundationplan, bolts shall be within 1211
of end of each piece. Each sill shall receive at least two
bolts. Each bolt to 'receive a 211 x 211 x 3/1611 ' sq. steel
washer. This information will govern unless more stringent
criteria is indicated on plans.
4. Bolt holes in wood or steel shall be 1/161, larger than bolts.
S. All nuts shall be tightened when placed and re-tightened.prior
to application offinishor at completion of job.
6. Framing hardware shall be Simpson STRONG -TIE or approved
equal, with connectors as specified in Catalog NO.C-2006.
install connectors with nails and/or bolts as indicated in the
catalog.
7. Wall top plates shall have joints at a stud centerline.
57F-T,r,
1. Materials, manufacture and quality control of glued -laminated
beams shall be in accordance with ANSI/AITC A190.1.
Fabrication shall be in an approved fabricators shop.
2. Laminating combinations shall meet the requirements of
ANSI/AITC A190.1, and shall provide the design values equal to
or exceeding the values noted in table 23 -I -C-1, 1997 Uniform
Building Code for the appropriate combinat ' ion noted an the
plans. Unless otherwise noted, beams used for this project
shall be 24F7V4, DF/DF.
3. Glued -Laminated members shall bear a Quality Mark and a
Certificate of Conformance must be provided to indicate
conformance with ANSI/AITC A190.1. This Certificate of
Conformance shall be submitted to the field inspector prior to
completion of the framing inspection.
4. Glued -Laminated members used in exterior applications and not
protTcted from moisture shall be Alaska Yellow Cedar.
Combination: 20E -V12 AC/AC, Fb=2000 psi, MOE=I, 500, 000 psi, fc
(perp) -560 psi.
PLYHOOD NOTES
1. GENERAL PROVISIONS
A. identification requirements - each panel shall be
identified with the appropriate trademark of the American
Plywood Association, and shall meet the requirements of
the latest -edition of U.S. Product Standard PS -1 or one
of APAIS Performance Standards.
B. Panel thickness, grade and Group number or span -rating
shall be at least equal to that shown on the drawings.
Application shall be in.accordance with recommendations
of the American Plywood Association.
C. Nails at plywood panels shall have 3/411 edge distance and
nail heads shall not penetrate face ply.
D. Plywood panels shall butt at centerline of single
supporting member with edge nailing from each panel into
that member.
E. No piece of plywood, floor, or wall sheathing shall be
less than 1211 in least dimension.
2. ROOF SHEATHING
A. Panel roof sheathing shall be APA RATED SHEATHING EXP 1,
size & nailingas per drawings. install with the long
dimension of the panel across supports, except where
noted, and with panel continuous over two or more spans.
Allow 1/811 spacing at panel ends, and 1/41, spacing at
panel edges.
3. SHEARWALLt
A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1,
size & nailing per drawings. Allow 1/811 spacing at all
panel end and edge joints.
I
Except as noted on the Drawings, nailing shall be as specified:
Joist to sill or girder, toenail .......................... 3-8d
Bridging tojoist, toenail each end ....................... 2-8d
I" x 61, subfloor or less to each joist, face nail ......... 2-8d
Wider than 111 x 611 subfloor to each joist, face nail ...... 3-8d
211 subfloor to joist or girder, blind and face nail ...... 2-16d
Sole plate to joist or blocking,
typical face nail ............................... 16d at 1611o.c.
Sole plate to joist or blocking,
at braced wall panels .......... .................. 3-16d per 1611
Top plate to stud, end nail .............................. 2-16d
Stud to sole plate ............ 4-8d,toenail, or 2-16d, end nail
Double studs, face nail ......................... 16d at 2411o.c.
Doubledtop plates, typical face nail . .......... 16d at 1611o.c.
Double top plates, lap splice ............................ 8-16d
Blocking between joists or rafters
to top plate, toenail ..................................... 3 -ad
Rim joist to top plate, toenail .................. 8d at 61, o.c.
Top plates, laps and intersections, face nail ............ 2-16d
Continuous header,
two pieces ..................... 16d at 1611 o.c. along each edge
Ceiling joists to plate, toenail .......................... 3-8d
Continuous header to stud, toenail ........................ 4-8d
Ceiling joists, lap over partitions, face nail ........... 3-16d
Ceiling joists to parallel rafters, face nail ............ 3-16d
Rafter to plate, toenail .................................. 3-8d
I" brace to each stud and plate, face nail ................ 2-1d
I" x $11 sheathing or less to each bearing, face nail ...... 2-1d
Wider than 111x 8" sheathing to each bearing,
face nail .................................................. 3-8d
Built-up corner studs. .................... * ...... 16d at 2411o.c.
Built-up girder and beams .......... "20d at 321-o.c. at top and
bottom and staggered ......... 2-20d at ends and at each splice
211 planks ................................ 2-16d at each bearing
Revisions:
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BATT ROAD 360-24' R=20o.oc,
L=12:2.26'
LOCATION
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CAR P97--
1. No carpet shall be laid until surfaces to receive it conform to the
manufacturer's specifications.
2. Carpet shall be installed wall to wall, smooth and free from
wrinkles, frays, lumps or other defects.
3. Carpets to be selected by owner.
]!XRx STOP NOTIS
1. Fire- stopping -shall be provided to cut off all concealed draft
openings (both vertical and horizontal) and shall form a barrier
between a top story and roof space, and in ithe following specific
locations:
A. in exterior or interior stud walls, at ceilings.
B. In all stud walls and partitions, including furred spaces, so
placed that the maximum dimension and any concealed space is
not over 10 feet.
C. Any other locations not specifically mentioned above, such as
holes for pipes, shafting, behind furring strips and similar
places which could afford a passage fo)rflames.
2. Penetrations of rated assemblies shall be fire -stopped. Fire
stopping shall be an approved material as p)rescribed by the State
Fire Marshall.
19LIMICAL NOWS
1. Electrical contractor to verify all fixtur(e and device locations
with Owner.
2. Electrical contractor shall pre -wire for., telephones and T.V.
outlets.
3. Smoke'detectors shall be provided in compliaince with local building
code as shown on drawings, direct wire w/ battery backup.
4. Electrician shall install all built-in appliances.
5 . Provide arc fault circuit' breakers at the main panel for all
bedroom outlet circuits.
PERMANVU INTIMIOR LUMIMRIES:
General:
1. High. efficiency luminary fixtures must not contain a medium based
screw type incandescent socket.
2. A manual -on occupant sensor must not have an always on feature.
3. All sensors (indoor and outdoor) are to l4et the luminaries they
control -run for no longer than 30 minutes.
4. All recessed luminaries in ceilings must be approved for zero -
clearance insulation cover, electronic bainast, and -air -tight.
Bathrooms, Laundry Rooms, utility Rooms and Garages:
1. All permanent interior luminaries must ]be high efficiency or
controlled by a manual -on occupant sensor.
Kitchens:
1. Kitchens must have at least fifty percent o)f the installed wattage
GINZItAL NOTES as high efficiency luminaries.
2. High efficiency luminaries must be owitched separately from low
1, All work on this project shall conform to the 1117 edition of the efficiency luminaries.
X ell UBC,2001 C:BC and any other applicable county and/or city,codes and 3. Wattage for incandescent luminaries is dettetmined by the maximum
ordinances. rating of the fixture.
2. Written dimensions are to be used, do not scale drawings.
3. Specific information on the drawing differing from these notes All Other Rooms:
shall apply. 1. All permanent interior luminaries must be high efficiency, or
4. The contractor shall verify site conditions and their correlations controlled by a manual -on occupant sensor, or controlled by a
//x with the drawings. dimmer.
5. In the event certain features of the construction are not fully
shown on the drawings or called for in the notes, then their Outdoor:
x construction shall be of the same character as for similar 1. All permanent outdoor luminaries attached to the building must be
conditions that are shown or called for and shall be approved by high efficiency or controlled by a motion sensor and photocell.
the architect.
6. The drawings represent the finished structure. Unless otherwise
Z Z indicated, they do not indicate the method of construction.
7. All walls to be 2 x 4 studs at 1611 o.c. U.O.N. MMING, COOLING AIR CONDITIONING
ZZ Bedroom window finished sill height -to be 4411 maximum at egress
windows. 1. The heat loss and heat gain of the air condiftioned portion of the
9. All exhaust f ans, gas ranges, and clothes dryers to be vented to building shall be determined by a licensed heating and air
APPROX. LOC. OF (E) 5EFTIC 9 LEACH LINE outside. conditioning contractor or engineer. Such 1person shall assurfte all
10. Finish grade and finish f loor elevations to be field set. Drainage responsibility for adequately heating and ccooling the building.
around all structures is. to be away from buildings at 1/411 per foot 2. The _ systems shall be properly balanceBd by the Mechanical
slope for minimum 41. Swale contractor.
D4- -
the, m ch cal,�.con ractor fto
It !'shall, � b the,5'reiponsibilit�y ei
�0)0 X Z 11. Dimensions noted "clear" or-"clr" are minimum relii1reddimension' "
and must The accurately maintained.
verify in the f ield that registers, ducts, etc are'not located so
12. All dimenasions are - to face . ot stud, f ace of concrete, or f ace of as to cause subsequent damages to structural members in the
framing.
�'masonry unless otherwise noted.
4. All HVAC registers a diffusers to have adjustable dampers.
5. All exhaust fans to have backdraft damper ;and a minimum of 4 full
Ile MEN= NOTES
0 1� 1. All exterior doors and w i i I ndows shall be weatherstripped. air changes per hour. Vent to outside air.
2. All joints and penetrations in exterior walls, floors, and ceilings FINISIK CARP
shall be caulked and sealed.
3. Exterior wall to be insulated with R-13 at 2x4 walls. Floors to be 1. Perform all work necessary and requirecd for finish woodwork
AREA OF CONSTRUCTION/ insulated with R-19.- Attic space to be insulated with R-38. including, but limited to:
5HOM 5HADED Insulation Certificate is required to be posted at the residence A. Interior trim and millwork.
prior to the issuance of a Certificate of occupancy. B. Similar assemblies of finish wood.
(E) RE51DENCE 4. Exterior windows, and doors with glazing, shall have permanent NFxC C. Hanging interior doors.
levels attached, U -values ofdoors or windows shall meet Title 24 D. Installation of manufactured items not specifically noted to
E) C7ARAA calculations. be installed by others.
S. Title 24 Installation Certification form CF -6R shall be posted 2. Materials:
0 prior to issuance of Certificate of Occupancy. A. Cleats and hook strips: Pine.
6. Ducts to be constructed per U.M.C. Insulate all ducts in B. Closet shelves I x 12 pine.
unconditi.oned space with R-4.2 minimum insulation. This building C. Windows to be trimmed in wood at sill. and painted.
incorporattes HERS verified Duct Leakage. 3. All millwork shall be fabricated and assembled from measurements
7. HERS required verification: This project requires field testing taken at the site.
and/or verification by a certified home energy rater under the 4. Casing trim, Cleats, etc.: Apply with appropriate size nails
supervis:Lon of a CEC-approved HERS provider using CEC approved countersunk and filled. All materials shall be applied to solid
APPROX LOC. testing aind/or verification methods and must be reported on the CF- backing or applied with appropriate fastemers.
OF (E) PRIVEHAY 4R installation certificate. 5. All interior trim, casing etc. to be painted, f inger-j oint, verify
8. Windows to be lowE2 dual -glazed with vinyl frames. with owner.
9. Mechanical equipment energy rating: AFUE=0.78 for the furnace and
SEER=13.0 with txv for the cooling. This building incorporates HERS VAMILATI
verified Refrigerant Charge test or HERS verified Thermostatic
Expansion Valve TXV). 1. Provide attic ventilation at areas with attic. Venting to be
at a ratio of 1:300..At least 50 of the required vent area
shall be provided by attic vents located at least 3 f t. above
GLAZTM re WINDOOW NOTES the eave vents with the balance of the required ventilation
provided by the eave vents.
1. Doors, windows, and shower doors within hazardous areas to be PLUMBING
impact resistant glass.
2. All glassi less than lall above adjacent walking surfaces or within 1. The drawings are schematic and indicate t1he systems and equipment
2411 radims of door jambs in closed position shall be fully
tempered., to be used. Plumbing contractor shall veri,.fy clearances, shall Jay
3. All windo)w f rames to be set in full bed of mastic. Lap building out and coordinate the plumbing work with tthe work of other trades,
wrap over: window f lange except at sill. and shall conf irm the location of and insttall sleeves and hangers
so that work of other contractors is not cdelayed.
DOOR AND ffMDY_?M NOTES 2. Install gate valve at service entrance to building.
3. All fixtures shall be supplied with hot and/or cold water, waste
and vent piping as required.
'-_Ali1ax'te_r**31.o`r and interior door hardware to be as selected by owner. 4. All waste lines shall have a continuousi fall of 1/411 per foot
Exterior and interior hardware f inish to be as selected by owner.
2. Provide 1 1/2 pair butt per,door. inside the building.
s 5. Cleanoute L shall be placed to service was3te system in accordance
OP
3. Each door to be provided wl door st 'with applicable:'codes and best plumbing.
p)ractices.
P Approved backf low prevention devices shall ,be provided on. hose
bibbs.
1. All gypsuim board seams to be taped. Texture walls and ceilings to
match extisting finish or with light knock -down finish typical
U.N.O.
2. Cut all oopenings for outlets, switches etc., score Cc knock�out
method wiLll not be used. , ,
3. Gypsum bcoard to be painted with primer coat prior to texturing. Seismic ................................ zone 3
4. Wrap all windows 3 sides with gypsum board. Wind ................................... 75 MPH
5. Fastenerss shall conform with UIC table 25-G and shall be applied in Floor Live Load ........................ 40 PSF
5HEETI NPEX such a maanner as not to fracture the face paper with the fastener Roof Live Load ......................... 16 psF
head. Faesteners shall be spaced a minimum of 3/8 inch from edges
1. 51TE FLAN/NOTE5 and ends.. CQHCRM NO -TRS
2. FLOOR PLAN 6. All edgess and ends shall occur on the framing members, except those
5. ELEVATIOWSECTION5 edges ancU ends which are perpendicular to the f raming members. I. Concrete shall have a minimum com'
4. ELEVATION5 and a maximum slump of: . pressive istrength at 28 dRYB
PAINT Strength .... 2500 si Slump ........ 411
5. FOUNDATION/FLOOR FRAMINO p
2. Construction joints shall be prepared to ex;pose clean, solidly
(o. ROOF/ROOF FRAMINO PLAN 1. Perform iall work necessary and required for completion of the embedded aggregate over the entire joint Jinterface.
co
1. ELECTRICAL project zas required to complete the finishing of the building. 3. Placement of pipes, conduits, or other embbedded items* in the
9>. A5 BUILTMEM0 Painting of electrical work in finished areas of the building and concrete shall be in accordance with these Drawings.
01. VETAIL5 access dcoors is included. 4. Contraction joints in slabs, shall be s;o placed that the
2. No paintiing or finishing shall be started until the surfaces to be maximum dimension and area of any sectionk do not exceed 30 -
painted gor finished are in proper condition in every respect. feet and 600 square feet, recspectively. '
Applicatiion of first coat shall constitute acceptance. 5.- Structural steel shapes, tubes and pipes ermbedded in concrete
3. Wood surtfaces shall be sanded and dusted -clean. Putty all nail shall have aminimum of 3" concrete cover..
holes, czracks, etc. after firxt prime coat. 6. Bottoms of all footings shall rest on firm,,' undisturbed soil.
4. Leave allL glass areas, stucco surfaces, floors walks, hardware, and Minimum depth is noted onDrawings.
any other surfaces clean and free of paint, stain, spatterings,
smears, smudges which are the result of these operations. Replace
any glass damaged in any way.
SITE PLAN
50. 1" 50'-0"
"nif-ORCING ST311
1. Reinforcing steel at foundation footings to conform to ASTM
A615 and be intermediate grade deformed bars - type N, grade
40.
Reinforcing steel at retaining walls to conform to ASTM A615,
including supplement. All bars shall be new stock deformed
bars, grade 40 for #3 bars, grade 60 for #4 and larger bars,
typical unless otherwise noted. Bars to be welded shall
conform to ASTM 706.
2. Unless noted, reinforcement bars to be lapped minimum 40 bar
diameters.
3. Bends in reinforcement shall be in accordance with ACI 318-39.
4. All dimensions shown for locations of reinforcing steel are to
face of bar and denote clear coverage. Unless specifically
noted otherwise, concrete coverage shall be 31, where concrete
is placed directly against earth, and 211 where concrete is
exposed to earth but is against forms. Slabs on grade shall
have reinforcing at mid -depth unless otherwise noted.
5. Splices in continuous reinforcing shall have a lap of 40 bar
diameters minimum in concrete construction except where shown
otherwise. Horizontal laps in adjacent bars shall be staggered
51-011minimum. Vertical bars shall be one piece full -height.
Install holdowns per manufacturer's specifications. Unless
noted otherwise, holdowns shown adjacent to a window or a doo3r
shall be attached to the kingstuds.
2. Provide continuous edge -nailing through plywood to studs which
have a holdown.
1. In addition to framing operations normal to the fabrication
and erection indicated on the Drawings, install wood blocking
and backing required for the work of other trades.
2. structural framing shall be douglas fir of the grader.
indicated or better (WWPA grading rules):
2 x joists and rafters NO. 2
Posts & beams NO. I
Studs NO. 2
Sills & plates No. 2 HF
Sills on concrete PTHF
Misc. framing not noted NO. 2
3. Wood sills bearing on concrete shall be bolted with anchor
bolts as notedonfoundationplan, bolts shall be within 121,
of end of each piece. Each sill shall receive at least two
bolts. Each bolt to 'receive a 211 x 211 x 3/16". sq. steel
washer. This information will govern unless more stringent
criteria is indicated an plans.
4. Bolt holes in wood or steel shall be 11161, larger than bolts.
5. All nuts shall be tightened when placed and re -tightened prior
to application of finish or at completion of job.
6. Framing hardware shall be Simpson STRONG -TIE or approved
equal, with connectors as specified in Catalog NO.C-2006.
Install connectors with nails and/or bolts as indicated in the
catalog.
7. wall top plates shall have joints at a stud centerline.
=M-LAMINATUD BEAMS
1. Materials, manufacture and quality control of glued -laminated
beams shall be in accordance with ANSI/AITC A190.1.
Fabrication shall be in an approved fabricators shop.
2. Laminating combinations shall meet the requirements of
ANSI/AITC A190.1, and shall provide the design values equal to
or exceeding the values noted in table 23 -I -C-1, 1997 Uniform
Building Code for the appropriate combination noted on the
plans. Unless otherwise noted, beams used for this project
shall be 24F -V4, DF/DF.
3. Glued -Laminated members shall bear a Quality Mark and a
Certificate of Conformance must be provided to indicate
conformance with ANSI/AITC A190.1. This Certificate of
Conformance shall be submitted to the field inspector prior to
completion of the framing inspection.
4. Glued -Laminated members used in exterior applications and not
protected from moisture shall be Alaska Yellow Cedar.
Combination: 20E -V12 AC/AC, Fb=2000 psi, MOE=I, 500, 000 psi, Ec
(perp)=560 psi.
PLYWOOD NO -TIS
1. GENERAL PROVISIONS
A. identification requirements - each panel shall be
identified with the appropriate trademark of the American
Plywood Association, and shall meet the requirements of
the latest edition of U.S. Product Standard PS -1 or one
of APAIS Performance Standards.
B. Panel thickness, grade and Group number or span -rating
shall be at least equal to that shown on the drawings.
Application shall be in.accordance with recommendations
of the American Plywood Association.
C. Nails at plywood panels shall have 3/811 edge distance and
nail heads shall not penetrate face ply.
D. Plywood panels shall butt at centerline of single
supporting member with edge nailing from each panel into
that member.
E. No piece of plywood, floor, or wall sheathing shall be
less than 121, inleast dimension.
2. ROOF SHEATHING
A. Panel roof sheathing shall be APA RATED SHEATHING EXP 1,
size & nailing as per drawings. install with the long
dimension of the panel across supports, except where
noted, and with panel continuous over two or more spans.
Allow 1/1" spacing at panel ends, and 1/411 spacing at
panel edges.
3. SHFARWALL§
A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1,
size a nailing per drawings. Allow 1/8" spacing at all
panel end and edge joints.
NAILILM S
Except as noted on thevrawings, nailing shall be as specified:
Joist to sill or girder, toenail .......................... 3-8d
Bridging to Joist, toenail each end .............. 2-8d
I" x 611 subfloor or less to each joiit*,* c nail ......... 2-8d
Wider than I" x 611 subfloor to each Joist, face nail ...... 3-8d
211 subfloor to Joist or girder,,blind and face nail ...... 2-16d
Sole plate to Joist or blocking,
typical face nail ............................... 16d at 16"o.c.
Sole plate to joist or blocking,
at braced wall panels ............................ 3 -lid per 161,
Top plate to stud, end nail .............................. 2-16d
Stud to sole plate ............ 4-8d,toenail, or 2 -lid, end nail
Double studs, face nail ......................... lid at 2411o.c.
Doubled top plates, typical face nail ........... 16d at 1611o.c.
Double top plates, lap splice ............................ 8-16d
Blocking between joists or rafters
to top plate, toenail ..................................... 3 -ad
Rim joist to top plate, toenail .................. Id at 610 o.c.
Top plates, laps and intersections, face nail ............ 2-16d
Continuous header,
two pieces ..................... lid it 1611o.c. along each edge
Ceiling joists td plate, toenail .......................... 3-8d
Continuous header to stud, toenail ........................ 4 -ad
Ceiling joists, lap over partitions, face nail ........... 3-16d
Ceiling joists to parallel rafters, face nail ............ 3-16d
Rafter to plate, toenail .................................. 3-8d
I,' brace to each stud and plate, face nail ................ 2-8d
I,, x $1, sheathing or less to each bearing, face nail ...... 2-8d
Wider than ill x all sheathing to each bearing,
face nail .................................................. 3-8d
Built-up cornerstuds .................... .... ... lid at 2411o.c.
Built-up girder and beams ............ 20d at 3211o.c. at top and
bottom and stagdered ......... 2-20d'at ends and at each splice
211 planks ................................ 2-16d at each bearing
Revisions:
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No. 93
REN
Date: 12/2q/06
Drawn: PM
Job no.: 06-124
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No. 93
REN
Date: 12/2q/06
Drawn: PM
Job no.: 06-124
Sheet:
of.
C,
13ATT ROAD 360.24'
R=2oo.00
L=122.26'
It
10
LOCATION x
X Z
Z X
Z Z
1. No carpet shall be laid until surfaces to receive it conform to the
manufacturer's specifications.
2. Carpet shall be installed wall to wall, smooth and free from
wrinkles, frays, lumps or other defects.
3. Carpets to be selected by owner.
FIRR STOP HMS
1. Fire- stopping -shall be provided to cut off all concealed draft
openings (both vertical and horizontal) and shall form a barrier
between a top story and roof space, and in the following specific
locations:
A. in exterior or interior stud walls, at ceilings.
B. In all stud walls and partitions, indluding furred spaces, so
placed that the maximum dimension and any concealed space is
not over 10 feet.
C. Any other locations not specifically mentioned above, such as
holes for pipes, shafting, behind furring strips and s imilar
places which could afford a passage for flames.
2. Penetrations of rated assemblies shall be fire -stopped. Fire
stopping shall be an approved material as prescribed by the State
Fire Marshall.
BLICTRICAL NO!MS
1. Elect rical contractor to verify all fixture and device locations
with Owner.
2. Electrical contractor shall pre -wire fior telephones and T.V.
outlets.
3. Smoke'detectors shall be provided in complaance with local building
code as shown on drawings, direct wire w/' battery backup.
4. Electrician shall install all built-in ap)pliances.
5. Provide arc fault circuit breakers at the main panel for all
bedroom outlet circuits.
pZMMNM INMIOR-LUMIMRIES:-
General:
1. High. efficiency luminary fixtures must nc)t contain a medium . based
screw type incandescent socket.
2.- A manual -on occupant sensor must not have an always on feature.
3. All sensors (indoor and outdoor) are to let the luminaries they
control -run for no longer than 30 minutesa.
4. All recessed luminaries in ceilings musit be approved for zero -
clearance insulation cover, electronic ballast, and.air-tight.
Bathrooms, Laundry Rooms, Utility Rooms and Garages:
1. All permanent interior luminaries must be high efficiency or
controlled by a manual -on occupant senso3r.
Kitchens:
1. Kitchens must have at least fifty percent� of the installed wattage
RXINFORCING STIR
1. Reinforcing steel at foundation footings to conform to ASTM
A615 and be intermediate grade deformed bars - type N, grade
40.
Reinforcing steel at retaining walls to conform to ASTMI A615,
including supplement. All bars shall be new stock deformed
ba , rs, grade 40 for #3 bars, grade 60 for #4 and larger bars,
typical unless otherwise noted. Bars to be welded shall
conform to ASTM 706.
2. Unless noted, reinforcement bars to be lapped minimum 40 bar
diameters.
3. Bends in reinforcement shall be in accordance with ACI 318-89.
4. All dimensions shown for locations of reinforcing steel are to
face of bar and denote clear coverage. Unless specifically
noted otherwise, concrete coverage shall be 31, where concrete
is placed directly against earth, and 211 where concrete is
exposed to earth but is against forms. Slabs on grade shall
have reinforcing at mid -depth unless otherwise noted.
5. Splices in continuous reinforcing shall have a lap of 40 bar
diameters minimum in concrete construction except where shown
otherwise. Horizontal laps in adjacent bars shall be staggered
51-011 minimum. Vertical bars shall be one piece full -height .
WaTMOWNS
1. Install holdowns per manufacturer's specifications. Unless
noted otherwise, holdowns shown adjacent to a window or a door
shall be attached to the kingstuds.
2. Provide continuous edge -nailing through plywood to studs which
have a holdown.
ROUGH CARP
1. In addition to framing operations normal to the fabrication
and erection indicated on the Drawings, install wood blocking
and backing required for the work of other trades.
2. structural framing shall be douglas f ir of the grader.
indicated or better (WWPA grading rules)
2 x joists and rafters NO. 2
Posts & beams NO. I
Studs NO. 2
Sills a plates No. 2 HF
Sills on concrete PTHF
Misc. framing not noted NO. 2
3. Wood sills bearing on concrete shall be bolted with anchor
bolts as noted on foundation plan, bolts shall be within 1210
of end of each piece. Each sill shall receive at least two
bolts. Each bolt to 'receive a 211 x 211 x 3/1611 ' sq. steel
washer. This information will govern unless more stringent
criteria is indicated on plans.
4. Bolt holes in wood or steel shall be 11161, larger than bolts.
S. All nuts shall be tightened when placed and re -tightened prior
to application of finish or at completion ofjob.
6 . Framing hardware shall be Simpson STRONG -TIE or approved
GRIUMAL NOTES', as high efficiency luminaries. equal, with connectors as specified in Catalog NO.C-2006.
2. High efficiency luminaries must be swittched separately from low Install connectors with nails and/or bolts as indicated in the
1. All work: on this project shall conform to the 1997 edition of the efficiency luminaries. catalog.
X UBC,,2001. CBC and any other applicable county and/or city codes and 3. Wattage for incandescent luminaries is determined by the maximum 7. Wall top plates shall have joints at a stud centerline.
ordinanc-es. rating of the fixture.
2. Written dimensions are to be used, do not scale drawings.
3. Specific information on the drawing differing from these notes All Other Rooms:
/Z shall apply. 1. All permanent interior luminaries must be high efficiency, or
100, 4. The contractor shall verify site conditions and their correlations controlled by a manual -on occupant sentsor, or controlled by a MM-LAmTNA�MRMS
zx with the drawings. dimmer.
5 . In the event certain features of the construction are not fully 1. Materials, manufacture and quality control of glued -laminated
shown on the drawings or called for in the notes, then their Outdoor: beams shall be in accordance with ANSI/AITC A190.1.
x x construation shall be of the same character as for similar 1. All permanent outdoor luminaries attached to the building must be Fabrication shall be in an approved fabricators shop.
conditioms that are shown or called for and shall be approved by high efficiency or controlled by a motionsensorand photocell. 2. Laminating combinations shall meet the requirements of
the arclaitect. ANSI/AITC A190.1, and shall provide the design values equal to
6. The drawings represent the finished structure. Unless otherwise or exceeding the values noted in table 23 -I -C-1, 1997 Uniform
indicated, they do not indicate the method of construction. Building Code for the appropriate combination noted on the
7. All walls to be 2 x 4 studs at 1611 o.c. U.O.N. PMATING, =LIWzAIR CONDITIONING plans. Unless otherwise noted, beams used 'for this project
S. Bedroom window finished sill height -to be 4411 maximum at egress shall be 24F -V4, DF/DF.
windows. 1. The heat loss and heat gain of the air canditioned portion of the 3. Glued -Laminated members shall bear a Quality Mark and a
9. All exhaust f ans, gas ranges, and clothes dryers to be vented to building shall be determined by a li(censed heating and air Certificate of Conformance must be provided to indicate
APPROX. LOC. OF (E) SEPTIC 4 LEACH LINE C�Poz x outside. conditioning contractor or engineer. Suchi person shall assurne all conformance with ANSI/AITC A190.1. This Certificate of
10. Finish grade and finish floor elevations to be field set. Drainage responsibility for adequately heating and! cooling the build:Lng. Conformance shall be submitted to the field inspector prior to
X around all structures is. to be away from buildings at 1/4 per foot 2. The systems shall be properly balantced by the Mechanical completion of the framing inspection.
N;
slope for minimum 41. Swale as required. contractor. 4. Glued -Laminated members used in exterior applications and not
to X 11. Dimensions noted "clear'l,or "clrl, are minimum required -diie'n'sions',�-l-, 3., It, shall, be, the responsibility of the N4echanical contractor to protected from moisture shall be Alaska Yellow Cedar.
3_4.�,
,��verify in�the�field that � registers, -ducts 1i I etc.:, are not located a -V12 AC/AC, Fb-2000 psi, MOE=1,500,000 psi, fc
v,�
0 and must be accurately maintained'
A _ 11 6 Combination: 20F
12. All dimensions are to tace,of , stud,'� face of concrete.' or face of �'as to,,,,cause subsequent damages,.,. to ��stxructuradk,;,me,mbers t -:Ln the (perp)=560 psi.
masonry,, unless otherwiae-noted. framing.
4. All HVAC registers diffusers to have adjustable dampers. _-m
TIT
1q0TZS raft damper and a minimum of 4 full
S. All exhaust fans to have backid
PLYWOOD NOTES
air changes per hour. Vent to outside air.
0 All exterior doors and windows shall be weatherstripped.
1. GENERAL PROVISIONS
2: All joints and penetrations in exterior walls, floors, and ceilings FINISK CARP A. Identification requirements each panel shall be
/X shall be caulked and sealed. identified with the appropriate trademark of the American
3. Exterior wall to be insulated with R-13 at 2x4 walls. Floors to be 1. Perform all work necessary and requi=ed for f inish woodwork Plywood Association, and shall meet the requirements of
AREA OF CON5TRUCTION/ insulated with R-19.. Attic space to be insulated with R-32. including, but limited to: the latest- edition of U.S. Product Standard PS -1 orone
5HOPqN SHADED insulation Certificate is required to be posted at the residence A. Interior trim and millwork. of APAIS Performance Standards.
(E) RE51DEN( E prior to the issuance of a Certificate of Occupancy. B. Similar assemblies of finish wood. B. Panel thickness, grade and Group number or span -rating
4. Exterior windows. and doors with glazing, shall have permanent NFRC C. Ranging interior doors. shall be at least equal to that shown on the drawings.
levels attached, U -values of doors or windows shall meet Title 24 D. installation of manufactured items mot specifically noted to Application shall be in. accordance with recommendations
E) OARA calculations. be installed by others. of the American Plywood Association.
5. Title 2A Installation Certification form CF -GR shall be posted 2. Materials: C. Nails at plywood panels shall have 3/811 edge distance and
prior t4o issuance of Certificate of Occupancy. A. Cleats and hook strips: Pine. nail heads shall not penetrate face ply.
0 6. Ducts Ito be constructed per U.M.C. insulate all ducts in B. Closet shelves I x 12 pine.
D. Plywood panels shall butt at centerline of single
unconditioned space with R-4.2 minimum insul . ation. This building C. Windows to be trimmed in wood at si:ll and painted. supporting member with edge nailing from each panel into
incorporates HERS verified Duct Leakage. 3. All millwork shall be fabricated and aseembled f rom measurements
that member.
7. HERS required verification: This project requires field testing taken at the site. E. No piece of plywood, floor, or wall sheathing shall be
"4 and/or verification by a certified home energy rater under the 4. Casing trim, Cleats, etc.: Apply with� appropriate size nails less than 1211in least dimension.
supervision of a CEC-approved HERS provider using CEC approved countersunk and filled. All materials s1hall be applied to solid 2. ROOF SHEATHING
APPROX LOC. testing and/or verification methods and must be reported on the. CF- backing or applied with appropriate f astieners. A. Panel roof sheathing shall be APA RATED SHEATHING EXP 1,
OF (E) DRIVEHAY 4ZZ installation certif icate. 5. All interior trim, casing etc. to be painLted, finger -joint, verify size & nailing as per drawings. Install with the long
a. Windows to be lowE2 dual -glazed with vinyl frames. with owner. dimension of the panel across supports, except where
9. Mechaniical equipment energy rating: AFUE=0.78 for the furnace and noted, and with panel continuous over two or more spans.
SEER=13.0 with txv for the cooling. This building incorporates HERS VENTILATION Allow 1/81, spacing at panel ends, and 1/411 spacing at
verified Refrigerant Charge test or HERS verified Thermostatic panel edges.
Expansion Valve TXV). 1. Provide attic ventilation at areas with attic. Venting to be 3. SHEARWALLt
at a ratio of 1:300.. At least SO%- of thite required vent area
shall be provided by attic vents located at least 3 ft. above A. Panel wall sheathing shall be APA RATED SHEATHING EXP 1,
the save vents with the balance of the :required ventilation size a nailing per drawings. Allow 1/811 spacing at all
rzLAZIWz & JJINDOW NOTES nrovided h- the eave vents panel end and edge joints.
I Doors, windows, and shower doors within hazardous areas to be
impact =esistant glass.
2. All glaiss less than 1811 above adjacent walking surfaces or within
2411 rad1ius of door jambs in closed position shall be fully
tempered.
3. All window f rames to be set in full bed of mastic. Lap building
wrap ov4er window flange except at sill.
DOOR AND-NAMWARR NOTIS
1. All exteiI6� and interior door hardware to be as selected by owner.
Exterior and interior hardvare finish to be as selected by owner.
2 -`Provide 1 1/2 pair butte per door.
3: Each door to be provided w/ door stop.
DAYRAL
1. All gypisum board seams to be taped. Texture walls and ceilings to
match eaxisting finish or with light knock -down finish typical
U.N.O.
2. Cut all. openings for outlets, switches etc., score a knock�out
method vwill not be used.
3. Gypsum lboard to be painted with primer coat prior to texturing.
4. Wrap a12 windows 3 sides with gypsum board.
s. Fasteners shall conform with UBC table 25-G and shall be applied in
SHEET I NDEX such a manner as not to fracture the face paper with the fastener
head. Fasteners shall be spaced a minimum of 3/8 inch from edges
1. 51TE PLANMOTE5 and ends.
2. FLOOR PLAN 6. All edges and ends shall occur on the framing members, except those
5. ELEVATION5/5ECTIONS edges and ends which are perpendicular to the framing members.
4. ELEVATIONS PAINT.T
5. FOUNDATION/FLOOR FRAMIN6
(b. ROOF/ROOF FRAMIN6 PLAN
1. Perform, all work necessary and required for completion of the
1. ELECTRICAL project as required to complete the finishing of the building.
5. AS BUILT/DEMO PaintinSg of electrical work in finished areas of the building and
'14 01. VETAIL5 access (doors is included.
2. No paintting or finishing shall be started until the surfaces to be
painted[ or finished are in proper condition in every respect.
L .. Applicattion of first coat shall constitute acceptance.
3. Wood sturfaces shall be sanded and dusted clean. Putty all nail
holes icracks etc after first -rime coat
4. Leave aILl glass areas, stucco surfaces, floors walks, hardware, and
any othLer surfaces clean and free of paint, stain, spatterings,
smears, smudges which are the result of these operations. Replace
any glaiss damaged in any way.
. . . . . . . . . . I TE PLAN
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Job no.: 06-124
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PLUMIM
1.
The drawings are schematic and indicate the systems and equipment
to be used. Plumbing contractor shall verify clearances, shall lay
Except as noted on the Drawings, nailing shall be as specified:
out and coordinate the plumbing work with the work of other trades,
and shall confirm the location of and install sleeves and hangers
Joist to sill or girder, toenail .......................... 3 -ad
so that work of other contractors is not delayed.
Bridging tojoist, toenail each end ....................... 2-8d
2.
Install gate valve at service entrance to building.
Ill x 61, subfloor or less to each joist, face nail ......... 2-8d
3.
All fixtures shall be supplied with hot and/or cold water, waste
Wider than 11, x 611 subfloor to each joist, face nail ...... 3-8d
and vent piping as required.
211 subfloor to joist or girder, blind and face nail ...... 2-16d
4.
All waste lines shall have a continuous fall of 1/41, per foot
Sole plate to joist or blocking,
inside the building.
typical, facenail ...... .. .... ................... 16d at 16"o.c.
S.
Cleanouts shall be placed to service waste system in accordance
�Sole plate',to joist or blocking,
with applicable codes and best plumbing practices.
at braced wall panels. ............ 3-16d per 1611
6.__Approved backflow prevention devices s1hall be provided on. hose
`,bibb
Top plate to stud, end .................... 2-16d
Stud to sole plate ............ 4-1d,toenail, or 2-16d, end nail
Double studs, face nail ......................... 16d at 2411o.c.
Doubled top plates, typical face nail ........... 16d at 1611o.c.
Double top plates, lap splice ............................ I -lid
DESIGN
Blocking between joists or rafters
Seismic ................................ Zone 3
to top plate, toenail ..................................... 3-8d
Rimjoist to top plate, toenail .................. 8d at 611 o.c.
Wind
................................. .. 75 MPH
Top plates, laps and intersections, face nail ............ 2-16d
Floor Live Load ........................ 40 PSF
Continuous header,
Roof
Live Load ......................... 16 PS:F
two pieces ..................... l6d it 161, o.c. along each edge
Ceiling joists t6 plate, toenail .......................... 3-Sd
CON==
NOTIS
Continuous header to stud, toenail ........................ 4-8d
Ceiling Joists, lapover partitions, face nail ........... 3-16d
1.
Concrete shall have a minimum compressive strengthat 28 days
Ceiling joists to parallel rafters, face nail ............ 3-16d
and a maximum slump of:
Rafter to plate, toenail .................................. 3-8d
Strength .... 2500 psi Slump ........ 411
Ill brace to each stud and plate, face nail ................ 2-1d
2.
Construction joints shall be prepared to expose clean, solidly
Ill x Ill sheathing or less to each bearing, face nail ...... 2-8d
embedded aggregate over the entire joint� interface. .
Wider than Ill x I" sheathing to each bearing,
3.
Placement of pipes, conduits, or other embedded items in the.
facenail .................................................. 3-1d
concrete shall be in accordance with thetse Drawings.
Built-up corner studs ............................ 16d at 2411o.c.
4.
Contraction joints in slabs, shall be so placed that the
Built-up girder and beams ............ 20d at 3211o.c. at top and
maximum dimension and area of any secticon do not exceed 30-
'
bottom and staggered ......... 2-20d'at ends and at each splice
feet and 600 square feet, re�spectively.
211 planks ................................ 2-16d at each bearing
S.-
Structural steel shapes, tubes and pipes embedded in concrete
shall have a minimum of 311 concrete coveir.
6.
Bottoms of all footings shall rest on f irm,' undisturbed soil.
Minimum depth is noted on Drawings.
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6. C 18693
RENX
OF C�M�.\�
CN
LU
C)
Lu.
LU
ct
c�
CN
Date: 12/21/06
Drawn: PM
Job no.: 06-124
Sheet:
of: