HomeMy WebLinkAbout042-320-01942-32-19
Ken DeDontney
19 Arbor Dr., Chico
contr: Leisure Time Pools, Baradise
Permit #3029-79B_P•E(new r to
swimming pool) k qOM
42-32-1.y '
ntr: Kardel Roofing t
PErmit#3446-87B(reroof/SF)
—94 - T-OT9
-11
MISCELLANEOUS Fireplace Masonry
REBUILD MASONRY CHIMNEY
19 ARBOR DR'
DEDONTNEY KENNETH M,
10
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR INSPECTION (IVR): (530) 538-4365
OFFICE: (530) 538-7541 FAX#: (530) 538-2140
ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds
- PROJECT INFORMATION
Site Address: 19 ARBOR DR
OW1er:
Permit No: B08-1213
APN: 042-320-019
DEDONTNEY KENNETH M,
Issued Date: 07/16/2008 By KEJ
Permit type: MISCELLANEOUS
19 ARBOR DR
Subtype: Fireplace Masonry
CHICO,
CA 95926
Expiration Date: 07/16/2009
Description: REBUILD MASONRY CHIMNEY
(530) 895-3275
Occupancy: Zoning: R1
Contractor
Applicant:
Square Footage:
DOWNING T INC
DOWNING T INC
Building Garage Remdl/Addn
1351 E 9TH STREET
1351 E 9TH STREET
CHICO, CA 95928
CHICO, CA 95928
(530) 894-3473
(530) 894-3473
Other Porch/Patio Total
FEE INFORMATION
DBMSC Fireplace Masonry $421.93
Total Charged: $421.93 Fees Paid: $421.93
Balance Due: $0.00 Receipt No: B7796
::. 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 Contractors License
DOWNING T INC 803263 / B / 05/31/2009
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 Contractors 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
07/16/2008
the applicant to a civil penalty of not more than five hundred dollars [$500];
Please check one of the following:
Contractors Signature
❑ 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
OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License
Law does not apply to an owner of the property, who builds or improves thereon, and who does
WORKERS' COMPENSATION DECLARATION
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
CERTIFICATE
I AVE A IN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR
OMP NSATION,
are not intended or offered for sale. If, however, the building or improvement is sold within one
O ERS a 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 i sue J
improve for the purpose of sate.).
I VE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by
❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED
CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code:
ction 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My Workers' Compensation insurance carrier and
The Contractors License Law dows not apply to an owner of the property who builds or improves
policy number are;
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the
Carrier: 1838102 Policy Number: Exp. Date: 09/01/2008
Contractors License Law.).
(This section need not be competed if the permit is or one dollars ($100) or less.)
❑ I AM EXEMPT under Section B. 8 P.C. for this reason:
❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS
ISSUED, I shall not employ any person in any manner so as to become subject to the Workers'
Compensation Laws of California, and agree that if I should become subject to the workers'X
07/16/2008
compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those
Owners Signature Date
X 07/16/2008
I hereby certify that I have read this application and state that the above information is correct. I agree
to comply with all City and County ordinances, rules, regulations, and State laws relating to building
Signature Date
WARNING: 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
HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION,
injury, including death, and property damage caused arising out of, in any way connected with
DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND
the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the
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 pro arty owWs behalf.
/ud 07/16/2008
"_ CONSTRUCTION LENDING AGENCY
I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for
Name O erml ee [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
Lenders Address City State Zip
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION*
OFFICE #: (530) 538-7541 FAX #: (530) 538-2140
A FEE WILL BE REQUIRED AT TIME OF APPLICA TION
Website: www.buttecounty.net/dds
PLEASE PRINT CLEARLY
PERMIT
NO.
BIN #
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
OWNER INFORMATION
Last Name
liGvON7Nr V
First Name
I Jr6A/
Mailing Address
9 cave v2
City CAW o
State e14
Zip 9f 9 2.6
Phone 8 4r 3 7 r7 r
Fax
E-mail
APPLICANT SIGNATURE
X
PROJECT LOCATION
API
Property Address
/
City
WORKER'S COMPENSATION
Policy Number
'3e/o2
Carrier
_r7, T c
ffhiring anyone other than licensed contractors, a certificate of
worker's compensation must be shown at the Hme of permit issuance.
LENDING AGENCY
Name
Address
DESCRIPTION OR SCOPE OF WORK:
e_i//iyA/0E y /t .45"Q✓/G -6 Fo v vOgT/ u!2
t /Loo F/evc a�pt/ficG_ w��
7-0 v6
.v tE2T
Sq FT- Living Garage Open Cov
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use):
For office use only:
CONTRACTOR
Name
T DOWN/�vC /NC
Address
/ 7 7 T OA Y>^o ••/ ,ems
City
State CAI-
Zip 9S-r/2t
Phone
89rf- 3Y73
Fax ,� y2-f2o6
E-mail
�I CJM/ir2t7.V L0
Lic. #
'PO ?z 4. 3
Class 13
APPLICANT SIGNATURE
X
PROJECT LOCATION
API
Property Address
/
City
WORKER'S COMPENSATION
Policy Number
'3e/o2
Carrier
_r7, T c
ffhiring anyone other than licensed contractors, a certificate of
worker's compensation must be shown at the Hme of permit issuance.
LENDING AGENCY
Name
Address
DESCRIPTION OR SCOPE OF WORK:
e_i//iyA/0E y /t .45"Q✓/G -6 Fo v vOgT/ u!2
t /Loo F/evc a�pt/ficG_ w��
7-0 v6
.v tE2T
Sq FT- Living Garage Open Cov
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use):
For office use only:
ARCHITECT/ENGINEER
Name
JFea y
CO 7- yl- A/
Address
A 0 136x
V 3 9 o
City
C f{/c O
Phone
State L,q.
Tip gj92 7
Phone
�y �,_ / o
Fax
E-mail
State License Number
APPLICANT SIGNATURE
X
PROJECT LOCATION
API
Property Address
/
City
WORKER'S COMPENSATION
Policy Number
'3e/o2
Carrier
_r7, T c
ffhiring anyone other than licensed contractors, a certificate of
worker's compensation must be shown at the Hme of permit issuance.
LENDING AGENCY
Name
Address
DESCRIPTION OR SCOPE OF WORK:
e_i//iyA/0E y /t .45"Q✓/G -6 Fo v vOgT/ u!2
t /Loo F/evc a�pt/ficG_ w��
7-0 v6
.v tE2T
Sq FT- Living Garage Open Cov
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use):
For office use only:
APPLICANT INFORMATION
Name
FloodZone
Address
7 r 64 yrow 2 �
City
/ c o
State CA
Zip y f 9 2 d
Phone
8 5 -3Y72
Fax -?'/?- f 2 o 6
E-mail
JC4A4,f"IV(vT/So✓�vin/sivy• CoM
APPLICANT SIGNATURE
X
PROJECT LOCATION
API
Property Address
/
City
WORKER'S COMPENSATION
Policy Number
'3e/o2
Carrier
_r7, T c
ffhiring anyone other than licensed contractors, a certificate of
worker's compensation must be shown at the Hme of permit issuance.
LENDING AGENCY
Name
Address
DESCRIPTION OR SCOPE OF WORK:
e_i//iyA/0E y /t .45"Q✓/G -6 Fo v vOgT/ u!2
t /Loo F/evc a�pt/ficG_ w��
7-0 v6
.v tE2T
Sq FT- Living Garage Open Cov
❑ Structure Built without Permits
❑ Proposed Change of Occupancy
(Note previous use):
For office use only:
Zoning
FloodZone
SRA
Yes
No
Occ.
Type Const.
STRUCTURAL
CALCULATIONS
Chimney Construction
19 Arbor Drive
Chico, CA 95926-3003
FOR
Ken DeDontney
PREPARED BY
Jerry Kotysan, P.E.
K.O.T.Y. Engineering
P.O. Box 4390
Chico, CA 95927
Foundation Calculations
Tie Calculations
*X QXR
06/17/2008
Boo ' I z /
BUTTE COOU N
®tlILD � 8K�
PRD
7//s08 X14.
BUILDING DEPT. COPY
These calculations cover two areas of design for this project:
1. Design of foundation for the proposed chimney as per CBC 2007.
2. Design of seismic ties attached at the roof level to the existing building as per CBC 2007.
Structural Program used for calculations:
StruCalc, Version # 7.01.14
K.O.T.Y. _ENGINEERING
(SINCE 1974)
"FOR ALL YOUR ENGINEERING NEEDS"
P.O.BOX 4390 • CHICO, CA 95927
VOICE: (530) 898-9810 • (800) 601-8794`• CELL: (530) 864-4942
FAX: (530) 898-9810 • E-mail: jerry@kotyengineering.com
Website: www.kotyengineering.com
c
COMPREHENSIVE ENGINEERING DESIGN • ADDITIONS 8c CODE' COMPLIANCE (INCLUDING ADA)
ALTERATIONS OF STRUCTURES • STRUCTURAL REPAIRS ' LITIGATION SUPPORT
ZA470
K.O.T.Y. ENGINEERING
(SINCE 1974)
"FOR ALL YOUR ENGINEERING NEEDS"
P.O.BOX 4390 • CHICO, CA 95927
VOICE: (530) 898-9810 • (800) 601-8794• CELL: (530) 864-4942
FAX: (530) 898-9810 • E-mail: jerry@kotyengineering.com
Website: www.kotyengi'neering.com
6-o c .S
c—, e
163
7_6 6D . a 2 , 2S ix 2I x (�,. 3 ,, 2,f. 34,__
9 y,
COMPREHENSIVE ENGINEERING DESIGN • ADDITIONS He CODE 'COMPLIANCE (INCLUDING ADA)
ALTERATIONS OF STRUCTURES • STRUCTURAL REPAIRS ' LITIGATION SUPPORT
K.O.T.Y. ENGINEERING
(SINCE 1974)
"FOR ALL YOUR ENGINEERING NEEDS"
P.O.BOX 4390 - CHICO, CA 95927
VOICE: (530) 898-9810- (800) 601-8794 - CELL: (530) 8644942
FAX: (530) 898-9810 - E-mail: jerry@kotyengineering.com
Website: uwv�v.kotyengineering.com
U)
g
13 14 15 16 17 18 19' 20 21
22 23 24 25
w
00
.,
z
LL
Lu
Z
Q a rn
HEIGHT, MEASURED FROM FLOOR
S Z ry"
>
TOP
> ULu
D
OF COMBUSTION CHAMBER TO
a Z Q
0
O W
OF FLUE (FT)
w
UJ waLL
LLOQ
For SI: I inch =25.4 mm, I square inch = 645 mm'-.
FIGURE 2113.16
FLUE SIZES FOR MASONRY CHIMNEYS
COMPREHENSIVE ENGINEERING DESIGN - ADDITIONS 81 CODE 'COMPLIANCE -(INCLUDING ADA)
A•---.�....... .... C��....nr. .r�rn - CT 1^T110A1 PCOA10C - I mn hTIrw CIIDPnPT
K.O.T.Y. ENGINEERING
(SINCE 1974)
!1FOR ALL YOUR ENGINEERING NEEDS"
P.O.BOX 4390 • CHICO, CA 95927
VOICE: (530) 898-9810• (800) 601-8794• CELL: (530) 864-4942
FAX: (530) 898-9810 • E-mail: jerry@kotyengineering.com
Website: www.kotyengineedng.com
TABLE 2113.16(1)
NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES'
FLUE SIZE, INSIDE DIAMETER
Ate)
AREA
( Inetlsls)
6
28
7
38
8
50
10
78
10 3/
90
12
113
15
176
18
254
For SI: 1 inch = 25A mm, 1 square inch = 645.16 mm2.
a. Flue sizes are based on ASTM C 315.
TABLE 2113.16(2)
NET CROSS-SECTIONAL AREA OF SOUARE
AND RECTANGULAR FLUE SIZES
FLUE SIZE, OUTSIDE
NOMINAL DIMENSION
( )
AREA
(Square )
4.5 x 8.5
23
4.5 x 13
34
8 x 8
42
8.5 x 8.5
49
8x 12
67
8.5 x 13
76
12 x 12
102
8.5 x 18
101
13 x 13
127
12 x 16
131
13 x 18
Y
173
16 x 16
181
16 x 20
222
18 x 18 .
233
20 x 20
298
20 x 24
335
24 x 24
431
For SI: 1 inch = 25A mm. 1 square inch = 645.16 mn z.
COMPREHENSNE ENGINEERING DESIGN • ADDITIONS & CODE'COIMPLIANCE (INCLUDING ADA)
. � t
Footing Design f 2006 International Building Code (05 NDS)1 Ver: 7.01.14
Bv: Jerry Kotvsan, P.E. , K.O.T.Y. Engineering on: 06-18-2008: 11:28:16 PM
Proiect: CHIMNEY REPLACEMENT - Location: 19 Arbor Drive Chico CA
Summary:
Footing Size 3.0 FT x 7.0 FT x 1�2NReinforceme
in ong ire io` ns . 7.00 IN. O.C. / (5) min.
Reinforcement in Short Direction-cen er 55an (Equal to width of short side): #4 Bars Cad 5.14
IN. O.C. / (7) min.
Reinforcement in Short Direction-outside bands: #4 Bars @ 12.00 IN.
O.C. / ( ac Viand.
Footing Loads:
Live Load:
PL=
0
LB
Dead Load:
PD=
8075
LB
Total Load:
PT=
8075
LB
Ultimate Factored Load:
Pu=
11305
LB
Footing Properties:
Allowable Soil Bearing Pressure:
Qs=
1500
PSF
Concrete Compressive Strength:
F'c=
3000
PSI
Reinforcing Steel Yield Strength:
Fv=
40000
PSI
Concrete Reinforcement Cover:
c=
3.00
IN
Footing Size:
Width:
W=
3.0
FT
Length:
L=
7.0
FT
Depth:
Depth=
12.00
IN
Effective Depth to Top Layer of Steel:
d=
8.25
IN
Column and Baseplate Size:
Column Type:
(Masonry)
Column Width:
m=
24.00
IN
Column Depth:
n=
60.00
IN
Bearing Calculations:
Ultimate Bearing Pressure:
Qu=
385
PSF
Effective Allowable Soil Bearing Pressure:
Qe=
1350
PSF
Required Footing Area:
Areq=
5.98
SF
Area Provided:
A=
21.0
SF
Baseplate Bearing:
Bearing Required:
Bearing=
11305
LB
Allowable Bearing:
Bearing-Allow=
4931720
LB
Beam Shear Calculations (One Way Shear):
Beam Shear:
Vu1=
505
LB
Allowable Beam Shear:
vc1=
27655
LB
Punching Shear Calculations (Two way shear):
Critical Perimeter:
Bo=
201.00
IN
Punching Shear:
Vu2=
3076
LB
Allowable Punching Shear (ACI 11-35):
vc2-a=
277928
LB
Allowable Punching Shear (ACI 11-36):
vc2-b=
281154
LB
Allowable Punching Shear (ACI 11-37):,
vc2-c=
308809
LB
Controlling Allowable Punching Shear:
vc2=
277928
LB
Bending Calculations (Long Direction):
Factored Moment:
Mu-lonq=
49056
IN-LB
Nominal Moment Strength:
Mn4ong=
283880
IN-LB
Reinforcement Calculations (Long Direction):
Concrete Compressive Block Depth:
a-long=
0.43
IN
Steel Required Based on Moment:
As(1)-lonq=
0.17
IN2
Minimum Code Required Reinforcement:
As(2)-lonq=
0.86
IN2
Controlling Reinforcing Steel (Shrinkage/Temperature ACI-10.5.4):
As-regd-lonq=
0.86
IN2
Selected Reinforcement:
#4 Bars @ 7.00 IN. O.C.
/ (5) Min.
Reinforcement Area Provided:
As-long=
0.98
IN2
Development Length Calculations (Long Direction):
Development Length Required:
Ld-long=
15.00
IN
Development Length Provided:
Ld-prov-long=
24.00
IN
Bending Calculations (Short Direction):
Factored Moment:
Mu-short=
22610
IN-LB
Nominal Moment Strength:
Mn-short=
625484
IN-LB
Reinforcement Calculations (Short Direction):
Concrete Compressive Block Depth:
a-short=
0.40
IN
Steel Required Based on Moment:
As(1)-short=
0.08
IN2
Minimum Code Required Reinforcement (Shrink.fremp. ACI-10.5.4):
As(2)-short=
2.02
IN2
Controlling Reinforcing Steel:
As-regd-short=
2.02
IN2
Selected Reinforcement (Center Band):
#4 Bars A 5.14 IN. O.C. / (7) Min.
Selected Reinforcement (Outside Band):
#4 Bars @ 12.00 IN. O.C. / (4) Min.
Reinforcement Area Provided (Total):
As-short=
2.16
IN2
Development Length Calculations (Short Direction):
Development Length Required:
Ld-short=
15.00
IN
Development Length Provided:
Ld-prov-short=
9.00
IN
Note: Plain concrete adequate for bending, therefore adequate development
length not required.
K.O.T.Y. ENGINEERING
(SINCE 1974)
"FOR ALL YOUR ENGINEERING NEEDS"
P.O.BOX 4390 • CHICO, CA 95927
VOICE: (530) 898-9810 (800) 601-8794'• CELL; (530) 864-4942
FAX: (53.0) 898-9810 • E-mail: jerry@kotyengineering.com
Website: www.kotyengineering.com
4
,4��,� - (7-x /Z K �2 ®1 2'.P i� z i.�c� /o ff �, s
12,
z.
COMPREHENSIVE ENGINEERING DESIGN • ADDITIONS & CODECOMPLIANCE (INCLUDING ADA)
ALTERATIONS OF STRUCTURES • STRUCTURAL REPAIRS ' LITIGATION SUPPORT
Appendix B Development and Lap Lengths in Masonry & Concrete
Walls,
Appendix B - Development and Lap Lenaths-
Lap Splice Lengths(') and Hooked Bar Bmbedments (inches)
Bar size
Masonr/2) x= =1500 psi
Grade 40 Grade 60 .
2000 psi
Concrete(31
3000 psi
4000 psi
#.i
L
7//' 20
24
20.9
17.1
14.8
9.4
7.7
6.7
5
L
25
30
26.2
21-4
'18.5
W4
'171.8
9.6
8.3
#6
L
30
1 36
31.4
25.6
222
HS°)
'14.9
19.5
'10.0
7
L
- 35
42
45.8
37.4
32.4
H(a)
16.5
13.4
19.G
#8
L
40
48
52.3
42.7
37.0
'18.8
15.4
13.3
(1) Min. lap for spliced gars, in_, assumes fj = 60 ksi, per ACI 316-05, Equation ('12-1).
(2) 40 bar diameters for f, = 4.0 ksi and 48 diameters for fy = 60 ksi IBC '06-2'107.5
(3) Pilin. lap is development length x 1.3. assuming Class 8 splice. Cannot be reduced for stress level'
(4) Assbrnes standard hook and not reduced by ratio A, (required) i A. (provided)
Note that 1130 '06.2107.5. modifies ACI 530-05. Section 2.1.10.7.1.1 which has the effect ofd tin the
following onerous development length equation (2.9) in ACI.530.05:
0,13 db fv
d
K ,, f„
V = 1.0 for X3,4,5 bars, IA for #6, 7, and 1.5 for #8
K = Masonry cover but not less than 5 d,
This requirement resulted in much longer lap lengths and has met with considerable
objection,
��@--
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 39.7389944
Longitude = -121.8791555
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site _Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.01 deg grid spacing
Period Sa
(sec) (g)
0.2 0.608 (Ss, Site Class B)
1.0 0.232 (S1, Site Class B)
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 39.7389944
Longitude = -121.8791555
Spectral Response Accelerations SMs and SM1
SMs = FaSs and SM1 = FvS1
Site Class D - Fa = 1.314 ,Fv = 1.936
Period Sa
(sec) (g)
0.2 0.799 (SMs, Site Class D)
1.0 0.449 (SM1, Site Class D)
Conterminous 48 States
2003 NEHRP Seismic Design Provisions
Latitude = 39.7389944
Longitude = -121.8791555
SDs = 2/3 x SMs and SDI = 2/3 x SM1
Site Class D - Fa = 1.314 ,Fv = 1.936
Period Sa
(sec) (g)
0.2 0.532 (SDs, Site Class D)
1.0 0.299 (SDI, Site Class D)
12.8 Equivalent lateral force procedure
A. BEARING WALL SYSTEMS
T.1y2.
Seismic Force Resisting Systems9.ONlnary relnfmoed masmry shear wall
?"7 / /---/ /`J e-,'
ISC2006 (1613), ASCE 7-05 CHAPTER 11, 1$ 13 SEISMIC DESIGN CRITERIA
T-12.8-2
Soil Site Class 0 -
Table 2031, Default = D
Table 12.8.1
Response Spectral Acc. (0.2 sec) Ss = 60.80%g
= 0.608g
Figure 22-1 through 22-14
Use T = 0.160 t ,
0.8Ts = 0.8(Sot/SoS) = 0.450 Control (exception of Section 11.6 does not apply)
Response Spectral Acc.( 1.0 sac) S, = 23.20%g
= 0.232g
Figure 22-1 through 22-14
��j�-��
Site Coefficient F. = 1.314
Max Ss s 0.15g
Table 11.4-1
$Re Coefficient F„= 1.936
(11.43)
Table 11.4-2
Max Considered Earthquake Ace. S,, = F..S.
= 0.799
(11.4-1)
C. shall not be less than =
Max Considered Earthquake Acc. SM, = F,„Sr
= 0.449
(11.4-2)
0.5S, VR
@ 5% Damped Design SOS = 2/3(Sas)
= 0.532
(11.4-3)
Sof = 2)3(SN1)
= 0.299
(11.4-4)
Building Occupancy Categories
0, Smrrdar0
Table 1-1
Design Category Consideration:
FiadDle DtaDhra9m
with dist. between seismic resisting system
>4011
Seismic Design Category for 0.1sec D
Table 11.6-1
Seismic Design Category for 1.0sec D
Table 11.6-2
sl -.750 NA
Section 11.6
Since Te < .8TS (see below), SDC = D
Control (exception of Section 11.6 does not apply)
Comply with Seismic Design Category D
IRC, Seismic Design Category = Do I T4tso1.2.2.111
12.8 Equivalent lateral force procedure
A. BEARING WALL SYSTEMS
T.1y2.
Seismic Force Resisting Systems9.ONlnary relnfmoed masmry shear wall
w
q= 0.02 x = 0.75
T-12.8-2
Building ht. H„= 16 R Limited Building Height (ft) = NP
Cp= 1.401 for So/ of 0.29%
Table 12.8.1
Approx Fundamental period, T. = CANY = 0.160 12.8-7
T1= 16 Sec
Calculated T shall not exceed s Cu.Ta = 0.224
Use T = 0.160 t ,
0.8Ts = 0.8(Sot/SoS) = 0.450 Control (exception of Section 11.6 does not apply)
F, --T--]
Is structure Regular & 5 5 stories ?
12.8.1.3
Response Spectral Aec.(0.2 sec) S.= 0.6088
Max Ss s 0.15g
F. = 1.31
@ 5% Damped Design Sos = %(F..S.) = 0.532g
(11.43)
Response Modification Coat. R =
2
Over Strength Factor D. =
2
Importance factor I =
1
Seismic Base Shear V =
C. W
Cs=
Sol
R
or need not to exceed, C. =
Sol
(R/1).T
or `So1Tl
C.=
�-
C. shall not be less than =
0.01
Min C.=
0.5S, VR
sec =0
266
Design base shear V - 0.266 W
Control
=0.
/1
266
= 0.936
N/A
WA
Table -12.2-1
foot note g
Table 11.5-1
(12.8-2)
For Ts TL
For T > Ti
For S1 t 0.6g
12.14 Simplified Seismic base shearl9.0rdhaty mWareed ma stmr wags
@ 5% Damped Design SOS = 0.532 SDC = D
F = 1.1 For two-story building
V - FSos(W) = 0.293 W
R
13.3 Seismic Demands on Nonslructural Components
Fp= 0.4apSOSWp(1+2z/h) (13.3.1)
(FVI,)
ap=1 Rp=3
1,- 1.0
Z= 10 it h= 10ft
Max Fp= 1.6SoslpWp = 0.852Wp
Min Fp= 0.3SoslpWp = 0.160Wp
Fp' 0.213 Wo
12.11.1 Structural Walla and Their
Fp= 0.40SOSIW.
= 0.213(W)
12.11.2 Anchorage of Concrete or Masonry slrueWral Walls (flexible diaphragm)
or Fp = 400SO31 = 213 shall be t 280 91ft
Fp= 0.BSoS1(W.) (12.11.1)
= 0.426 Wp
(12.8.3)
(12.8.4)
(12.8.5)
(12.86)
T-12.14
Limitations: NP
R=2
o7Sk�
SOS = 0.532
T-13.5-1 or 13.6-1
13.1.3
Fp= 0.213 Wp
(13.3-2)
(13.3-3)
Max Seismic Load E+,= DOE* 0.2SosD (12.4.4), (12.4.5), (12.4,6), (12.4.7)
Where A. = 2
0.2SosD = 0.107(D)
Deflection Amplification factor Ca= 1.75
Nonbullding structures, Section 15
Response Modification Coal. R = 3 T-15.4-1 or T-15.4-2
Importance factor I= 1 15.4.1.1
For flexible nonbullding, C. o SosI/R = 0.177
Min C. = 0.03 (15.4-1)
or C, 0.8 Sr 1/R =0.062 (15.4-2)
V = 0.177 W
For rigid nonbullding, C. - 0.3 SOS 1 (15.45)
= 0.160W
12.11.1
K.O.T.Y. ENGINEERING
(SINCE 1974)
"FOR ALL YOUR ENGINEERING NEEDS"
P.O.BOX 4390 • CHICO, CA 95927
VOICE: (530) 898-9810 • (80
0) 601-8794`• CELL- (530) 8644942
FAX- (530) 898-9810 • E-mail: jerry@kotyengineering.com
Website: www.kotyengineering.com
�#� BUTTE COUP
3 Wo /Z # 33" 3'/z"
io" .�,.�-x BUILDING DIVISION
APPROVED
vim' �� ,v �cr !/�jf �7 (2� C
11S, -3. 2 1� o ip a� RC1
% % 67
S
COMPREHENSIVE ENGINEERING DESIGN • ADDITIONS & CODE -COMPLIANCE (INCLUDING ADA)
ALTERATIONS OF STRUCTURES • STRUCTURAL REPAIRS • LITIGATION SUPPORT
K.O.T.Y. ENGINEERING
(SINCE 1974)
"FOR ALL YOUR ENGINEERING NEEDS"
P.O.BOX 4390 • CHICO, CA 95927
VOICE: (530) 898-9810 • (800) 601-8794`• CELL; (530) 864-4942
FAX: (530) 898-9810 • E-mail: jerry@kotyengineering.com
Website: www.k*engineering.com
7—/,
/
/�d�zc-iv -�-�,J i3 �z 7� :t� i7�•� r7,v 7-0 L
C
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� � ��j ,.GSL-�D� ��� � �li•� � t-[ c..Q � O %- /2 � �v C�-, �� .v �TD Com,
1/3. 4. /
COMPREHENSIVE ENGINEERING DESIGN • ADDITIONS & CODE -COMPLIANCE (INCLUDING ADA)
ALTERATIONS OF STRUCTURES • STRUCTURAL REPAIRS ' LITIGATION SUPPORT
K.O.T.Y. ENGINEERING
(SINCE 1974)
"FOR ALL YOUR ENGINEERING NEEDS"
P.O.BOX 4390 - CHICO, CA 95927
VOICE: (530) 898-9810- (800) 601-8794• CELL: (530) 864-4942
FAX` (530) 898-9810 - E-mail: jerry@kotyengineering.com
Website: www.kotye'ngineering.com
A-- A -c -
A/
1Z_
0/ 77 -0,10 TZ s
'J.- 0.
C)
�4�1 Aj
7Cr
?-4
7
COMPREHENSIVE ENGINEERING DESIGN • ADDITIONS & CODE COMPLIANCE (INCLUDING ADA)
ALTERATIONS OF STRUCTURES - STRUCTURAL REPAIRS ! LITIGATION SUPPORT
DWELLING CONSTRUCTION UNDER THE 2006 IBC
CLEARANCE
10 FT 0 IN. (3048 mm) MIN
tf��.
�I
AWHOP.AGE 3 3jP. N.
Sc^ aFACH'
S-1 izw
SPARK ARRESTER
T_
2 FT 0 IN.
(610 mm) MIN
FLASHING
CLEARANCE
8 IN. (203 mm)
--MORTAR CAP
— — K BOND BEAM
J HORIZONTAL REINFORCEMENT
VERTICAL REINFORCEMENT
- f
ANCHOR STRAP
1V IN. (38 mm) MIN. GROUT BETWEEN
4114.(102 mm) CONCRETE MASONRY
AND CLAY FLUE LINING
LUE LINING
O
4 IN. (102 mm) MIN —�
LINTEL
C
I HEARTH
(FIREBRICK
HEARTH
(50 8
( mm)
EXTENSION
IN
T
6 IN. (152 mm) MIN.
HORIZONTAL
REINFORCING TIES
1/2 IN. (13 mm) MIN
4 IN.102 mm) THICK
MASONRY UNIT
VERTICAL REINFORCING
24 IN. (610 mm) LAP IF SPLICED
TO FOOTING DOWELS
J FIREBOX WALL THICKNESS
OFOOTING WIDTH 6 IN.
—o. (152 inm) MIN. AROUND
FREE-STANDING
FIREPLACE
NATURAL GRADE
FOOTING DEPTH T �
BARS IN CONCRETE
W SQUARE FOOTING
NOT TO SCALE ALTERNATE FOR FREE-'---►�
STANDING FIREPLACE �
BRICK FIREBOX AND CHIMNEY BUTTE COUNTY
SECTIONAL SIDE ISLAB
SEE PAGE 56 OR KEYON
LETT N CONCRETE RREFERE CES BUILDING WASiON
For Sl: 1 inch = 25.4mm. �
APPROVED
FIGURE 6—TYPICAL MASONRY FIREPLACE AND CHIMNEY
DWELLING CONSTRUCTION UNDER THE 2006 IBC
MORTAR CAP
BOND BEAM
EFFECTIVE
FLUE AREA
BOND BEAM
FLUE LINING
E
BRICK
U==== `--Ulul
WIDTH OF FIREPLACE
OPENING B
C
6 IN. (152 mm)
PLAN VIEW
— — —� SPARKARRESTER-\
2 FT 0 IN,
— — M N mm)
MASONRY CAP
BUTTE 1 E C1JVNTY
SUIl D'.4'lC-- DIVISION
EXTENSION ABOVE ROOF NOT TO SCALE
DETAIL A -A
For S): 1 inch = 25.4 mm, 1 foot = 304.8 mm.
FIGURE 6—TYPICAL MASONRY FIREPLACE AND CHIMNEY—(continued)
DWELLING CONSTRUCTION UNDER THE 2006 IBC
SUMMARY OF REOUIREMENTS FOR MASONRY FIREPLACES AND CHIMNFVS
ITEM
LETTER'
REQUIREMENTS
Hearth slab thickness
A
4"
Hearth extension
B
8" fireplace opening < 6 square foot.
(each side of opening)
12" fireplace opening ;-> 6 square foot.
Hearth extension
C
16" fireplace opening < 6 square foot.
(front of opening)
20" fireplace opening 2t 6 square foot.
Hearth slab reinforcing
D
Reinforced to cant' its own weight and all imposed loads.
Thickness of wall of firebox
E
10" solid brick or 8" where a firebrick lining is used. Joints in
firebrick 1/4" maximum.
Distance from top of opening to throat
F
8"
Smoke chamber wall thickness
6„
Unlined walls
G
8
Chimney
Four No. 4 full-length bars for chimney up to 40" wide. Add two
Vertical reinforcing'
H
No. 4 bars for each additional 40" or fraction of width or each
additional flue.
Horizontal reinforcing
J
1/4" ties at 18" and two ties at each bend in vertical steel.
Bond beams
K
No specified requirements.
Fireplace lintel
L
Noncombustible material.
Chimney walls with flue lining
M
Solid masonry units or hollow masonry units grouted solid with
at ]east 4 inch nominal thickness.
Distances between adjacent flues
—
See Section 2113.14
Effective flue area (based on area of fireplace opening)
P
See Section 2113.16
Clearances:
Combustible material
R
See Sections 2113.19, 2111.] 1
Mantel and trim
See Section 2111.11
Above roof
3' at roofline and 2' at 10'.
Anchorage'
Strap
3/16" x 1"
Number
S
Two
Embedment into chimney
12" hooked around outer bar with 6" extension.
Fasten to t r tl
3 3/� 1-,x-1 S'c 2�–�.�5 ; z LOAJ
Ur
g—7`pi–,• Coz �s��
[Footing
Thickness
T
12" min.
Width
6" each side of fireplace wall.
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, l square foot = 0.0929m 2.
a. Not required in Seismic Design Category A, B or C.
FIGURE 6—TYPICAL MASONRY FIREPLACE AND CHIMNEY --(continued)
BUTTE COUNTY
BUIL W',IC DIVISION
'LUO�
' t '� •' 3029-79B,P,E
PERMIT NO.
PERMIT EXPIRES € r
OWNER Ken DeDon.t ey
..•
CONTR. Leisure Tie Pools, Paradise
42-32-19
LOCATION (A.P.
19 Arbor Dr., Chico
U0 Z�lcf I-E:)
•I
�u
Temp. Power Pole
Called PG&E
Temp. Elec. Serv.
Called PG&E
Temp. Gas Serv.
I Called PG&E
JOB
FINALED
(Date)
(Signature)
1
Reinf. Steel I Final I Fixtures
FIRE SPRINKLERS
i-raming
w
Water Htr.
Stucco
Final
I
Mesh
,
Grd. Fault Prot.
COUNTY OF BUTTE'— DEPARTMENT OF PUBLIC
WORKS. • ;
f
Brown
BUILDING INSPECTION RECORD
Temp. Pole
Finish
Ducts
Underground
t(
Ventilation
Permanent
BUILDING ,' 1 BUILDING (Cont'd)
Final
PLUMBING.
SetbackFirewall
Elec- Service
Soil Piping
f
Forms
° ` Parapets
1st Floor,"
j
Main Bldg.
i Restroom Finish
2nd Floor
f
Footings
h. ✓� Windows
3rd Floor.
1
StemwalI
Siding
To out
Slab
Roof Sheathing
Water Pi in
77
Piers
Roofing
Sewer
Garage
Fdn. Vents
Fixtures
Footings
Garage Vents
Water Htr.
Stemwa I I
Insulation
Heaters
Slab
Prov. for phsically
Appliances
Carport
p
handica ed
Conformance of ex.
Gas Piping & Test
Footings
structure
Temp. Gas
Slab
Final
Sanitation
Patio
FIREPLACE
Final
Footings
Footinq
ELECTRICAL
Reinf. Steel I Final I Fixtures
FIRE SPRINKLERS
i-raming
Test
Water Htr.
Stucco
Final
Subpanels
Mesh
MECHANICAL
Grd. Fault Prot.
Scratch
Heating
Service
Brown
Cooling
Temp. Pole
Finish
Ducts
Underground
Interior Lath
Ventilation
Permanent
Door Closer
Final
Final
MOBILEHOME UTILITIES ------------------
Elec- Service
Elec. Pedestal
Water Piping
Sewer
Gas Piping
OBILEHOME INSTALLATION - - - - - - - - - - - - - -
Support
Elec. Continuity
Water Piping
Drainage
Gas Piping
DATE
i�
REMARKS OR CORRECTIONS
�t v/•BcJ- Ve4/ZS � C ZY
(NOTE: An entry must be made on this form each time you visit the job site.)
r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS
7 County Center Drive — Oroville, California 95965 /�
Telephone: 534-4541 �%) r% 1?—
APPLICATI'JN 'AW PERMIT '
BUILDING
Owner /l�P/v
SQ. FT. OCC. BUILDING VALUATIO
Mailing Address��
Telephone
'
Contractor L �p S
Mailing Address ZW)t gVL01Z �
Fireplace
Total Valuation
*=:
Telephone No. o/
O
Permit Fee
Building Address
Plan Checking Fee &/or Penalty
Lz '�
•$ se)
Permit Fee
pe rgoe
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00
Each Trap 1.50
C l G O
Repair drainage or vent piping 1.50
A. P. No.,Q
— 2 —
f'/Ling 8 Planning
1"
Water piping 1.50
Each gas water heater or vent 1.50
0
San I" n
FireDept.
FireZone
Use Permit
Gas piping system 1 -5 outlets 1.50
EQA
Parking
Plans
I ParcelEach
I Declaration
I Parcel Map
60' R/W
Improvements
additional outlet .30
Building sewer 5.00
Bldg. ns Recd
��
Parcel A roval
��lans Approval
Lawn sprinkler system 2.00
NEW ADDITION ❑ UTILITIES ❑ OTHER ❑
Permit Fee $ 15
ELECTRICAL No.1 @ FEE
PERMIT FILING FEE $3.00 4.31 ev
Main service 600V OR LESS
100 AMP OR LESS 5•�0
Single Family ❑ Duplex ❑ Mobil Home ❑ Others
lei
Main service EA. ADD'L 100 AMP 2.50
V
Main service OVER 600V
1100 AMP OR LESS 25.00
Main service EA. AOD'L 100 AMP 1.00
NEW OR ADDNST (DWELLING ACCBGS.CCUP. 51 .20 sq ft
CONTRACTORS LICENSE LAW
I am licensed under the provisions of Chapter 9, Div. 3, of the
State of California Business & Professions Code rider the name
y
st le of: //�
L_ejs 2p !/YID' p�I�j
NEW CONSTR MULTIHCII-OUTLET
NON-RESID ( BRANCH CRCUITS) 2.50ea
NEWCONSTR. POWER APPARATUS 6
NON -RESID. (SINGLE OUTLET CIR.
Ex. OCCUp(OUTLETS OR FIXTURES BAL@?
BAL@1
EX. Occup. ( FIXED APPLNS. OR \ 2.Q�
OUTLETS (RESID.) EA/
Temporary service 10.00
Mobile Home Facilities 15.00
29772 ..— 3
License No. �_ Classification
Misc. Wiring ,W— ®dL.. 6.25 ,Z>
❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee
WORKMEN'S COMPENSATION INSURANCE MECHANICAL
PERMIT FILING FEE
I am aware of the provisions of Section3700 of the California Labor Heating
Code which requires every employer to be insured against liability
for Workmen's Compensation.
(bj I have placed on file with the County of Butte a certificate of
Workmen's Compensation Insurance.
I certify that in the performance of the work for which this
permit is issued I shall not employ any person in any manner
so as to become subject to the Workmen's Compensation Laws of
California.
I certify that I have read this application and state that the above
information is correct. I agree to comply to all County Ordinances
and State Laws relating to building construction, and hereby
authorize representatives of the County of Butte to enter upon the
above-mentioned property for inspection purposes.
t X Date —�
Signature of Per 'te r Agent
2
Receipt No. C2 ✓ �S
White-D.P.W. – Yellow -Assessor -Pink-Inspector – Goldenrod -Applicant
k
Cooling
$3.00
"2—S
Ventilation
Hood 1 1 2.00
Permit Fee $ $
Land Development Fee $
TOTAL PERMIT FEE $
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.
DIRECTO F PUBLIC WORKS
By Date Z �'
euilding permit expires Date S-' 7- R13
o"i ��� GJU fs d f`�G --L I
COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.
7 County Center Drive - Oroville, California 95965 - Telephone 916/534- 541 �.
APPLICATIG�ii 108 PERMIT
ASSESSOR PNUM SER
- ,-J
ZONING
BUILDING PERMIT
OWNER
TELEPHONE
S0. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
CONTRACTORS NAME
TELEPHONE
CONTRACTOR'S MAILING ADDRESS
i ,' �,•,- ( t
Fireplace
CONSTRUCTION LENDER
UNKNOWN
Total Valuation $
Filing Fee
$ 10.00
LENDER'S MAILING ADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING/ ADDRESS L
Permit fee
$
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
2.00
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME
PARCEL MAP
Water piping
5.00
Each qas water heater or vent
5.00
USE OF STRUCTURE
SF D�Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S I G I W
0.00 Pa
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑
Describe work: _r < ,�,. _
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 100V OR LESS
100 AMP OR LESS
10.00
Main service EA. ADD'L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
Q --i am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$
and Professions Code and my license is in full force and effect.
License No.-^j'r� Classification
r_1 1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors. (Sec. 7044)
❑ I am exempt under Sec. , Business and Professions Code
for this reason
NEW CONST.( OR ADDNS. DWELLING OCCUR.6 ACC. BLDGS. , �z,tsgft
NEW CONSTR. MULTI -OUTLET 2,50 ea
NO N.RES ID BRANCH CRC ITS
POWER APPAIRATUS 6
(SINGLE OUTLET CIR. )
Ex. Occup(ouTLETs OR FIXTURES IS ALO 30
Ex. Occup. OUTLETS ((RESID )REA.FIXED APPLNS. ) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 15.00
Permit Fee $
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
❑fl have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this permit shall be deemed revoked.
MECHANICAL PERMIT
FiIingFee 10.00
Heating
Cooling
Hood
3.00
Ventilation
permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construction, and hereby authorize representatives of the Countyot
Butte to enter upon the above-mentioned property for inspection purposes.
1 also agree to 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 consequence of the granting of this permit.
X Date
Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee $
Energy Inspection Fee $
TOTAL PERMIT FEE $
OCCUP.
CONST.TYPc
I FL000
PARCEL
I P11
ND
99UE
This permit is hereby issued under
sions of the Butte County Code and/or
work indicated above for which
DIRECTOR OF PUBLIC
" f
By
PERMIT EXPIRES Date
the applicable pro vi -
resolutions to to
fees have been paid.
WORKS
1
Date
Receipt No.
WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT
COUNTY OF BUTTE —DEPARTMENT OF PUBLIC WORKS PER IT NO. i
7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541
APPLICATION AND PERMIT
ASSES PARCEL NUVR R
ZONING
BUILDING PERMIT
OWNER
C o 4
TELEPHONE
B'96
SO. FT. OCC. BUILDING VALUATION
OWNER'S MAILING ADDRESS
19P_&P_
CONTRA TOR'S NAME
e
TELEPHONE
S' 9'391
CONTRACTOR'S MAILING ADDR SS
1C
Fireplace
CONSTRUCTION LENDER
UNKNOWN
4
Total Valuation $
Flling Fee
$ 10.00
LENDER'S MAILINGADDRESS
Permit Fee
$
ARCHITECT OR ENGINEER
LICENSE NO.
Plan Checking Fee
$
Energy Plan Checking Fee
$
ARCHITECT OR ENGINEER'S MAILING ADDRESS
Penalty
$
BUILDING ADDRESSPermit
fee
$
PLUMBING PERMIT
Filing Fee 10.00
Each Trap
2.00
Solar or heat pump water heater
20.00
LOT NO.
SUBDIVISION NAME PARCEL MAP
Water piping
5.00
Each qas water heater or vent
5.00
USE OF STRUCTURE
SF Duplex❑ Mobilehome❑ Other
SPECIFY
Gas piping system 1 - 5 outlets
5.00
Building sewer
5.00
Mobile Home S I G I W I
110-00ea
TYPE OF WORK
New ❑ Addition ❑ Remodel ❑ Utilities ❑ Instal lation ❑ Other ❑
Describe work: X Q _
,Qew%ACfr ZOt bS�j�9 'e 5
Permit Fee
$
Contractor
ELECTRICAL PERMIT
Filing Fee 10.00
Main service 600V OR LESS
100 AMP OR LESS
10.00
Main Service EA. ADD'L 100 AMP
2.50
CONTRACTORS LICENSE LAW
I declare under penalty of perjury (check one):
am licensed under provisions of Chapt. 9, Div. 3 of the Business.
and Professions Code and my license is in full force and effect.
` �j
_ 'V /7 ✓ Classification -�
License No. r
❑ 1, as the owner, or my employees with wages as their sole compen-
sation, will do the work,and the structure is not intended or offered
for sale. (Sec. 7044)
❑ I, as the owner, am exclusively contracting with licensed contract-
ors.(Sec. 7044)
❑ I am exempt under Sec. Business and Professions Code
for this reason
NEW CONST. DWELLING OCCUP.&
OR ADONS. ACC. BLDGS. , h¢Sgft
NEW CONSTF MULTI -OUTLET 2,50 ea
NON-RESID BRANCH CIRC ITS
POWER APPARATUS e)
SINGLE OUTLET CIR.
20®DOt
Ex. Occup OUTLETS OR FIXTURES BAL030
FIXED
Ex. Occup. OUTLETS PLNS R
IRESID IEA.) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
Misc. Wiring 15.00
Permit Fee $
Contractor
WORKMEN'S COMPENSATION INSURANCE
I declare under penalty of perjury (check one):
❑ The permit is for $100.00 (valuation) or less.
9/f have placed on file with the County of Butte Building Department
a Certificate of Workmen's Compensation Insurance or a Certificate
of Consent to Self -Insure.
❑ I shall not employ any person in any manner so as to become subject
to the W. C. laws of California.
Notice to Applicant: If after making this statement, should you become subject
to the W. C. provisions of the Labor Code, you must forthwith comply with such
provisions or this•permit shall be deemed revoked. I
MECHANICAL PERMIT
Filing Fee 10.00
Heating
Cooling
Hood
3.00
Ventilation
permit Fee
$
Contractor
I certify that I have read this application and state that the above information
is correct. I agree to comply to all County Ordinances and State Laws relating
to building construct ion,!and hereby authorize representatives of the Countyot
Butte to enter upon thelabove-mentioned property for inspection purposes.
1 also agree to save, indemriifj and keep harmless the County of Butte against
all liabilities, judgments.. costs, lihd expenses which may in any way accrue
against said County in.conseq nce of the granting of this permit.
X Date �Q _`a_�
Signature of Alicant — Owner Contractor ElOwner1:1
An OSHA permit is required for excavations over 5'0" deep and demolition or construct-
ion of structures over 3 stories in height.
Mobile Home Installation Fee
$
Energy Inspection Fee $
TOTAL PERMIT FEE $
occuP.
CONST.TYPE
,
FLOOD
PARCEL
I PD
ND
sauE
This permit is hereby issued under
sions of the Butte Count Code and/or
work indicated above for which
DIRE F PU
BY
PERMIT EXPIRES Date
the applicable provi-
resolutions to do
fees have been paid.
I WORKS
t� Q
Date
Receipt No. %�7
WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT