HomeMy WebLinkAboutB17-1204 047-250-208BUTTE COUNTY AREA-.
` _'DEPARTMENT OF DEVELOPMENT SERVICES ;
INSPECTION'CARD'MUST BE ON JOB SITE _ 4
e 24 Hour Inspection Line(IVR) 530.538.4365 Cut oftime for',: i3ns ections is m j
Development Services cannot guarantee inspections on the date requested
DEVELOPMENT SFRYICES ' Office: 530.538.7601, Fax: 5 -
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ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE�PROCEEDING _
Inspection Te-
IVR INSP .DATE,
Setbacks
131 '
Foundations / Footings.
111
Pier/Column Footings
122 . .
Eufer,Ground
216
Masonry Grout
120'
Setbacks_
131
Do Not Pour Concrete Until Above are Signed -
Pre -Slab a "
• 124 •
Gas Test Underground/floor
404
Gas Piping Underground/floor
-403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
-Under Floor Plumbing
412-'" - -f
Under Slab Plumbing _
411
Bloc kin nde inin
612•'. -
Tiedown/Soft Set S stem,f
611
Do Not Install Floor Sheathing or Slab Until Above Signed
ShearwallB.W.P.-Interior
134 -
Shearwall/B.W.P:=Exterior
Sewer
Roof Nail/Drag Trusses
-129
'417 '
'Manometer Test
Do Not Install Siding/Stucco or Roofing Until Above Signed
Rough Framing. --
153
Rough Plumbing
406 '
Rough Mechanical
316. -
4
Rough Electrical r +
208 =
4 -Way Rough Framing _
128
Gas Piping House_ a .
403
Gas Test House - r ;- ,-,j•
-..404
Shower Pan/Tub Test
408 `
•'Do Not Insulate Until Above Signed _ ,A • .
. f-
Inspection Type, ' ',•
IVR INSP. DATE
T -Bar Ceiling i
145
Stucco Lath ,'`.
142
Plumbing Final _
813
Fire Sprinkler Test or Final
702
Swimming
Pools
Setbacks_
131
Pool Plumbing Test
504
Gas Test
404 ;.
Pre-Gunite
-506
Pre -Deck
505
Pool Fencing/Alarms/Barriers
503
•Pie -Plaster
507 '
' Manufactured Homes
Setbacks
131
Bloc kin nde inin
612•'. -
Tiedown/Soft Set S stem,f
611
,,Permanent Foundation System
613
Underground Electric-
218
Sewer
407 '
Underground Water
'417 '
'Manometer Test
605
Continuity Test +
"602
Skirtin Ste s/Landin' s
610
F :Coach Info
Manufactures Name:'.
Date of Manufacture:
.Model Name/Number:
Serial�Numbers:
Length x Width:'
Insi. nia:
_
•5 •
Final
Permit Final.'-
802
Electrical Final
803' .
Mechanical Final
809
Plumbing Final _
813
Fire Sprinkler Test or Final
702
Public Works,Final x 538.7681
'Fire De artment/CDF - 538.6226
-Env'. Health"Final 538.7281
' Sewer District Final' .. '
**PROJECT FINAL
*Project Final is a Certificate of Occupancy, for -(Residential Only)"
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. 1F WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
is a
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CUSTOMER INFORMATION
CLIENT NAME Todd Kinney
ADDRESS: 87 Talon Dr
CITY: Chico, CA 95928
PHONE: 530-864-7831
AHJ: Butte County
APN # 047-250-208
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Cover Page
APPLICABLE CODES
• 2014 NATIONAL ELECTRICAL CODE (NEC)
• 2016 CALIFORNIA ELECTRICAL CODE (CEC)
-
• 2016 CALIFORNIA BUIDLING CODE (CBC)
General Solar Specs -
• 2016 INTERNATIONAL BUIDLING CODE (IBC)
. THE PV MODULES ARE CONSIDERED NONCOMBUSTIBLE AND THIS SYSTEM IS AN UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES.
SCOPE OF WORK
PER NEC, GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAY BE USED ANDEIONDED TO AT THE SERVICE ENTRANCE. IF EXISTING SYSTEM IS
2.56kW Roof Mount with 8 LG LG320NIK-G4 modules and SolarEdge
INACCESSIBLE, OR INADEQUATE, OR IS ONLY METALLIC WATER PIPING, A SUPPLEMENTAL GROUNDING' ELECTRODE WILL BE USED AT THE INVERTER
inverters
- - -
LOCATION CONSISTING OF A UL LISTED BFT GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE CONDUCTORS SHALL BE NO LESS THAN #10 AWG
-
AND NO GREATER THAN 96 AWG COPPER AND BONDED TO THE EXISTING GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM.
SYSTEM INFORMATION
• EACH MODULE WILL BE GROUNDED USING AN INTEGRATING GROUND SYSTEM.
SYSTEM SIZE: 2.56kW
• EXPOSED NONCURRENT CARRYING METAL PARTS OF MODULE FRAMES, EQUIPMENTS, AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN
ACCORDANCE WITH 250.134 OR 250.136(A) REGARDLESS OF VOLTAGE.
•
PV MODULE: LG LG320N1K-G4
PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION 110.26 NEC.
RACKING: IronRidge
ALL PLAQUES AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY 2014 NEC.
INVERTER(S): SolarEdge
HEIGHT OF INTEGRATED AC/DC DISCONNECT SHALL NOT EXCEED 6-7" PER NEC 240.24
AZIMUTH: 145-,235-
. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND THE PANEL (OR
TILT: 26'
INVERTER)IF SMALLER THAN #6 AWG COPPER WIRE PER NEC 250.64(8). THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR
MODULE COUNT: 8
SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT PER NEC 250.649(C).
MOUNTING: Roof Mount
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ROOF: Composition Shingle
,
TYPE: Truss
METER # 1009002050
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Cover Page
/
180• True
* r ,
\ (E) PV ARRAY
(E) MAIN SERVICE PANEL /
\ INTERCONNECTION POINT
XE) PV ARRAY \
(E) PV ARRAY /
(E) HOUSE / (N) PV ARRAY
/ r
(N) PV ARRAY
_
9 40 80'
` NOTE: Attachments not to exceed 72"
' IN SERIES .
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PLAN LEGEND -
i
DC/AC INVERTER
wa AC PANELBOARD
e AC DISCONNECT
DC DISCONNECT
(E) UTILITY METER
v PV REVENUE METER r
COMBINER BOX ,
JUNCTION BOX
�n MAIN ELECTRICAL PANEL
IN SERIES
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Electrical Plan
26 (E) SUNIVA 13'i -- ----_ --_—� --
OPT -270-60-4-1 B0 I
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8 (N) LG 320N1K-G4 13-- ---- — —. -- - 1 ye°' 2
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L ---------------------------J
E760OA-US
c Inverter
ct 200A
3
40A/2P Ex. L -d.
—�_— --�
200A
Main Service Panel
120/240V 1�, 3W
NOTE: SEE NEXT SHEET FOR WIRE/ITEM CALLOUTS
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Single Line
Diagram
DC SOURCE INFORMATION
Manufacturer
MODULES CONNECTED TO INVERTER 1 8
MODULES
Model#
Lowest Expected Temperature
SE760OA-US
Nominal AC Power
- 7600
W
Nominal Output Voltage
240
VAC
Number of Phases
1
PH
Nominal Output Current
31.66
A
AC OCP Rating
Total number of PV Modules 8
MODULES
Number of modules in largest string 8
MODULES
TOTAL CEC RATING OF SYSTEM 2.33
kW
MAXIMUM NUMBER OF MODULES PER STRING
VMAX = VOC + ((T_low-TREF) x aVOC)
MPPT Max at Full Power
VOC 40.8
V
T_low (ASHRAE Low Design Temp.) .3
•C
TREF (Cell Temperature at STC) 20
•C
oVOC (Temp. Coeffeclent of Voc) -0.003
%/•C
VMAX Per Module 43.62
V
Number of modules in largest string .18
1 MODULES
VSTRING MAX = NMAX x VMAX
%/ °C
Voltage of Maximum String Size
350 1 V
INVERTER 1 SPECIFICATIONS
Manufacturer
Quantity • '
SolarEdge
Model#
Lowest Expected Temperature
SE760OA-US
Nominal AC Power
- 7600
W
Nominal Output Voltage
240
VAC
Number of Phases
1
PH
Nominal Output Current
31.66
A
AC OCP Rating
40
A
Max. Array Input Voltage
500
VDC
MPPT Min at Full Power
350
VDC
MPPT Max at Full Power
350
VDC
Inverter Efficiency
97.5
%
Number of Modules Connected to Inverter
8
MODULES
CEC Rating of Modules Connected to Inverter
2.33
kW
CONDUCTOR AND CONDUIT SCHEDULE (COPPER)
DESIGN TEMPERATURES
Part Number
Quantity • '
ASHRAE DATA
XR-100-1688
Lowest Expected Temperature
Kit, 4pcs, Universal Module Clamp, Black
-3
g
1 •C
Average High Temperature
8'
141
RS -LFT -001B
•C
PV MODULE SPECIFICATIONS
XR-100-SPLC
Manufacturer
2pcs, Grounding Strap
LG
Model#
LG320N1K-G4
PMAX (Nominal Output)
320
W
VMP(Voltage at Pmax)
33.3
V
IMP ( Current at Pmax)
9.62
A
VOC (Open Circuit Voltage)
40.8
V
ISC(Short Circuit Current)
10.19
A
NOTC
20
°C
Temperature Coefficient of Pmax
.0,37
%/ °C
Temperature Coefficient of Voc
-0.003
%/ °C
Temperature Coefficient of Isc
0,03
%/ °C
MAXIMUM SYSTEM VOLTAGE
1000
VOLTS
Module PTC Rating
299
W
Description •
Part Number
Quantity • '
XR100, Rail 168"(14 Feet) Black
XR-100-1688
16
Kit, 4pcs, Universal Module Clamp, Black
RS -GD -MCL -225
g
g
4 -pack, Stopper Sleeve 40MM, Black
29-7000.1578
8'
Kit, 4pcs, Slotted L -Foot, Black
RS -LFT -001B
4
Kit, Splice XR300, Mill (1)
XR-100-SPLC
11
2pcs, Grounding Strap
RS-GDST-001
3
2pcs, Grounding Lug T -Bolt
RS-GDLG-002
1 4
Quick Mount Bronze1
1 16
VDROPSCHEDULE
ID#
Circ Name
Circ
Voltage(V)
Load(A)
Ampacity for
OCP (A) (Load
Tamb
Raceway
Conductor Required
Conductor Size & Type
# of Runs
Conductor
Co
CONDUIT
Voltage(V)
AmpA,age(
H
LENGTH
Voltage Drop
Conductor
x 1.25)
Ampactty (A)
per Phase
AmDacity
E.GPCr
(%)
1
PV -1 String
PV+/-
350.0
15.00
18.75
0.82
1.0
18.75
#30 PV Wire
1
35.
#10
N/A
350.0
7.31
115 approx
0.60
2
PV -1
PV -1 +/-
350.0
15.00
18.75
0.82
1.0
18.75
#10 THWN-2
1
35
#10
MC Cable
350.0
7.31
115 approx
0.60
3
INV 1
L1,L2,N
240.0
31.66
39.58
0.82
1.0
39.58
#8 THWN-2
1
50
#30
3/4" EMT
240.0
31.66
10 approx
0.19
I
_SOLAREDGE SE160OA-US
CAUTION: SQLAR ELECTRIC; � JOT°°°�T^IG°m�RS°�R° RaiERPERI°�Ei�TER
NEC
OPF.R^TI3IG CURREIJT( 26871'mdPG CAUTION- S:O:LAR� CIRCUIT
SYSTEM CONNECT -'TED OPHRATUi°°GITAG: 5G VpG
FWI(I'AUFl SYSTEF7 VOLTAGE: 500 yx:
90 • SHORI'CIRCUIT CURFIENT:. 30 n-uP5
All interior and exterior ndull. raceways, enclosures, and cable assemblies attuars
above =d/or below penetrations to be labeled eve7 10'.
MAIN SERVICE PANEL
NEC •1.
.53
DC DISCONNECT/ INVERTER
®WA N NG�m,
DOAUPOWER SUPPLY
SOURCES; UTILITY�GRID;AND..
NEC
PV SOLAR ELECTRIC SYSTEM
690.64, 705.12(4)
MAIN SERVICE PANEL
PHOTOVOLTAICSYSTEM
AC DISCONNECT
OPERATING CURRENT: 3L66'AMP
S
OPERATING VOLTAGE:240 VOLTS:
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• NEC 690.17(4) t
MAIN SERVICE; SUB PANEL(S), AC DISC.
NEC 690.14(2) LOCATED ON J -BOX /COMBINER BOX
AC DISCONNECT
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s s �. • a ?' NEC 690.12, NEC 690.56,
SOLAR LOAD CENTER MAIN SERVICE PANEL-
2
NEC 705,12(7)
NEXT TO ALL SOLAR BREAKERS
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NEC 690.14(2) LOCATED ON J -BOX /COMBINER BOX
AC DISCONNECT
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solar' • •
SolarEdge Single Phase Inverters
For North America
SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US /
SE760OA-US / SE1000OA-US / SE11400A-US
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Single Phase Inverters for North America
SE3000A-US/SE3800A•US/SE5000A-US/SE6000A-US/
SE760OA-US/SE10000A-USI SE11400A-US
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3000
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I 3300.
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.....
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............'................ ..... ............ ...
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12.5
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EX -0015
EXHIBIT: EX -0015- page 2 of 3
/�� IRONRIDGE It485Zephyr ,CA9Avenue
544
Hayward, CA 94544
1•e00-227.9523
honRidge.com
Attn: David F. Taggart, VP Products, IronRidge Inc.
Date: March 281, 2017
Re: Structural Certification and Span Tables for IronRidge Flush Mount System
This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The Flush
Mount System Is a proprietary rooftop mounting system used to support photovoltaic (PV) modules installed in portrait or
landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum
XR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof
attachment with 3/8' stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion
that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount Installation and Its core
components are shown in Exhibit EX -0015.
The fronRidge Flush Mount System is designed and certified to the structural requirements of the following reference
standards for the load conditions and configurations tabulated in the attached span tables:
• ASCEISEI 7-10 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10)
• 2015 International Building Code (IBC -2015)
• 2016 California Building Code (CBC -2016)
• 2015 Aluminum Design Manual (ADM -2015)
The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the
respective loads and configurations listed, covering wind exposure categories B, C. 8 D. roof zones 1, 2 8 3, and roof
slopes from 0° to 45°. The span tables are applicable provided that the following conditions are met
1. Span is the distance between Iwo adjacent roof attachment points (measured at the center of the attachment
fastener)
2. The underlying roof pitch, measured between roof surface and horizontal plane, is 45° or less.
3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from
grade, does not exceed 30 feet.
4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module
width shall not exceed 40•.
5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount
installation manual and other applicable standards for general roof construction practice.
6 2017 hoiRkip, 1- CA Flints Mwnl Syaian CerliflWkA, Lever - 1
/%� IRONRIDGE tZephyr .CA9 544
Haywardenue
.800.22 CA 84544
. � 11.800.227.9523.
ImnRidge.com
The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no
. consideration of the structural adequacy of the chosen roof attachments, PV modules. or the underlying roof supporting
members. It the responsibility of the installer or system designer to verify the structural capacity and adequacy of the -
aforementioned system components in regards to the applied or resultant loads of any chosen army configuration.
Sincerely, ppAOFE8� -
C8*9
CALVI
"Gang .Xuan,.PE„LEED'AP--
Senior Structural Engineer
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BUTTE COUNTY AREA
DEPARTMENT OF DEVELOPMENT SERVICES 5
INSPECTION CARD MUST BE ON JOB SITE
24 Hour Inspection Line (IVR) :530.538.4365 (Cut off time for inspections is 3pm)
Development Services cannot guarantee inspections on the date requested
Office: 530.538.7601 Fax: 530
PerinitNo: B17-1293 Issued: 6/27/2017
APN: 043-720-029
Address: 1872 BIDWELL AVE, CHICO
Owner: MOORE PAUL L & LAURIE J
Permit Type: AC UNIT RESIDENTIAL
Description: CHANGE OUT SPLIT -SYSTEM
ass. i is.) www.tsutteuounty.net/aas
Flood Zone: None SRA'Area: No
Front: Centerline of Road:
Rear: SRA:
Street: AG:
Interior
Total Setback from Centerline of Road:
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
Insnection Type
IVR I DATE
Setbacks
131
Foundations / Footings
111
Pier/Column Footings
122
Eufer Ground
216
Masonry Grout
120
Setbacks
131
Do Not Pour Concrete Until Above are Sign d
Pre -Slab
124
Gas Test Underground/floor
404
Gas Piping Underground/floor
403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
Blockin nder inin
612
Tiedown/Soft Set System
611
Do Not Install Floor Sheathing
or Slab Until Above Signed
Shearwall/B.W.P.-Interior
134
Shearwall/B.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
Manometer Test
605
Do Not Install Siding/Stucco or Roofing Until Above Signed
Rough Framing
153
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
4 -Way Rough Framing
128'
Gas Piping House
403
Gas Test House
404
Shower Pan/Tub Test
408
Do Not Insulate Until Above Signed
Permit Final
802
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Fire Sprinkler Test or Final
702
Swimmin2
Pools
Inspection Type
IVR INSP DATE
T -Bar Ceiling
145
Stucco Lath
142
Sewer District Final
Swimmin2
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite
506
Pre -Deck
505
Pool Fencing/Alarms/Barriers
503
Pre -Plaster
507
anufactured Homes
Setbacks
131
Blockin nder inin
612
Tiedown/Soft Set System
611
Permanent Foundation System
613
Under round Electric
218
Sewer
407
Underground Water
417
Manometer Test
605
Continuity Test
602
Ski rtin Ste s/Landin s
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
Length x Width:
Insi nia:
Finals
Public Works Final
538.7681
Fire De artment/CDF
538.6226
Env. Health Final
538.7281
Sewer District Final
"PROJECT FINAL
*Project Final is a Certificate of Occupancy for (Resil ential Onl )
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
INSPECTION CARD MUST BE ON JOB SITE
24 Hour Inspection Line (IVR) :530.538.4365 (Cut off time for inspections is 3pm)
Development Services cannot guarantee inspections on the date requested
Office: 530.538.7601 Fax: 530
Permit No: B 17-1293 Issued: 6/27/2017
APN: 043-720-029
Address: 1872 BIDWELL AVE, CHICO
Owner: • MOORE PAUL L & LAURIE J
Permit Type: AC UNIT RESIDENTIAL
Description: CHANGE OUT SPLIT -SYSTEM'
ass. i ia� www.tsutteuounty.nevaas
AREA
5
Flood Zone: None SRA Area: No
SETBACKS for Zon*ngr. AG. SRA. PW
Front: Centerline of Road:
Rear: SRA:
Street: AG:,
Interior
Total Setback from Centerline of Road:
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
Insipecti6n Tvne
IVR INSP DATA
Setbacks
131
Foundations / Footings
111
Pier/Column Footings
122
Eufer Ground .
216
Masonry Grout
120
Setbacks
131
Do Not Pour Concrete Until Above are Sign d
Pre -Slab
124
Gas Test Underground/floor
404
Gas Piping Underground/floor
403 '
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411•
Blockin nder inin
612
Tiedown/Soft Set System
611
Do Not Install Floor Sheathing
or Slab Until Above Signed
ShearwallB.W.P.-Interior
134
ShearwallB.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
Manometer Test
605
Do Not Install Sidin Stucco or Roofing Until Above Signed
Rough Framing
153
Rou h Plumbing
406
Rough Mechanical
316.
Rough Electrical
208
4 -Way Rough Framing
128.
Gas Piping House
403
Gas Test House
404
Shower Pan/Tub Test
408
Do Not Insulate Until Above Signed'
Inspection Type
IVR INSP DATE
Electrical Final
803,
Mechanical Final
809
Plumbing Final
813,.
Fire Sprinkler Test or Final
702
Swimming
Pools
Inspection Type
IVR INSP DATE
T -Bar Ceiling
145
Stucco Lath
142
Sewer District Final '
Swimming
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite
506
Pre -Deck
505
Pool Fencing/Alarms/Barriers
503
Pre -Plaster
507
Manufactured homes
Setbacks
131
Blockin nder inin
612
Tiedown/Soft Set System
611
Permanent Foundation S stem
613
Underground Electric
218
Sewer
407
Underground Water.
417
Manometer Test
605
Continuity Test
602
Skirting/Steps/Landings 1
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
Length x Width:
Insignia:
e
Fire De artment/CDF
538.6226
Env. Health Final
538.7281
Sewer District Final '
"PROJECT FINAL
Permit Final 802
Public Works Final538.7681
-rrolect rmai is a uernncate of uccupancy for ttcesmennai umyl
PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
BUTTE COUNTY AREA
DEPARTMENT OF DEVELOPMENT SERVICES 5
INSPECTION CARD MUST BE ON JOB SITE
24 Hour Inspection Line (NR) :530.538.4365 (Cut off time for inspections is 3pm)
Development Services cannot guarantee inspections on the date requested
Office: 530.538.7601 Fax: 530
Permit No: B17-0433 Issued: 3/15/2017
APN: 005-382-009
Address: 972 MADISON ST, CHICO
Owner: JONES MICHAEL D
Permit Type: AC UNIT RESIDENTIAL
Description: INSTALL SPLIT SYSTEM
www.13utteCounty.net/aas
Flood Zone: AO SRA Area: No
Front: Centerline of Road:
Rear: SRA:
Street: AG:
Interior
Total Setback from Centerline of Road:
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
Insipectillin Tyve
1VR I SP DATE
Setbacks
131
Foundations / Footings
1 I 1
Pier/Column Footings
122
Eufer Ground
216
Masonry Grout
120
Setbacks
131
Do Not Pour Concrete Until Above are Sign it
Pre -Slab
124
Gas Test Underground/floor
404
Gas Piping Underground/floor
403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
Blockin nder inin
612
Tiedown/Soft Set System
611
Do Not Install Floor Sheathing
or Slab Until Above Signed
Shearwall/B.W.P.-Interior
134
Shearwall/B.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
Manometer Test
605
Do Not Install Sidin Stucco or Roofing Until Above Signed
Rough Framing
153
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
4 -Way Rough Framing
128
Gas Piping House
403
Gas Test House
404
Shower Pan/Tub Test
408
Do Not Insulate Until Above Signed
Permit Final
802
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Fire Sprinkler Test or Final
702
Swimming
Pools
Inspection Tylpe
IVR INSP DATE
T -Bar Ceiling
145
Stucco Lath
142
Swimming
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite
506
Pre -Deck
505
Pool Fencing/Alarms/Barriers
503
Pre -Plaster
507
anufactured Homes
Setbacks
131
Blockin nder inin
612
Tiedown/Soft Set System
611
Permanent Foundation System
613
Under round Electric
218
Sewer
407
Underground Water
417
Manometer Test
605
Continuity Test
602
Ski rtin Ste s/Landin s
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
Length x Width:
Insignia:
'.Finals
Public Works Final 538.7681
Fire De artment/CDF 538.6226
Env. Health Final 538.7281
Sewer District Final
"PROJECT FINAL
"Yroject Final is a Certificate of Occupancy for (Residential Only)
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
BUTTE COUNTY AREA
DEPARTMENT OF DEVELOPMENT SERVICES 5
INSPECTION CARD MUST BE ON JOB SITE
24 Hour Inspection Line (IVR) :530.538.4365 (Cut off time for inspections is 3pm)
Development Services cannot guarantee inspections on the date requested
Office: 530.538.7601 Fax: 530
Permit No: B17-0433 Issued: 3/15/2017
APN: 005-382-009
Address: 972 MADISON ST, CHICO
Owner: JONES MICHAEL D
Permit Type: AC UNIT RESIDENTIAL
Description: INSTALL SPLIT SYSTEM
:)sts. i ia:) www. tsuttet;ounty.neuaas
Flood Zone: AO . SRA Area: No
Front: Centerline of Road:
Rear: SRA:
Street: AG:
Interior
Total Setback from Centerline of Road:
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
Ins ection Type
IVR INSP DATE
Setbacks
131
Foundations / Footings
111
Pier/Column Footings
122
Eufer Ground
216
Masonry Grout
120
Setbacks
131
Do Not Pour Concrete Until Above are Signed
Pre -Slab
124
Gas Test Underground/floor
404
Gas Piping Underground/floor
403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
BlockingfUnderpining
612
Tiedown/Soft Set System
611
Do Not Install Floor Sheathing
or Slab Until Above Signed
Shearwall/B.W.P.-Interior
134
Shearwall/B.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
Manometer Test
605
Do Not Install Sidin Stucco or Roofing Until Above Signed
Rough Framing
153
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
4 -Way Rough Framing
128
Gas Piping House
403
Gas Test House
404
Shower Pan/Tub Test
408
Do Not Insulate Until Above Signed
Permit Final
802
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Fire Sprinkler Test or Final
702
Swimming
Pools
Inspection Tyve
IVR INSP DATE
T -Bar Ceiling
145
Stucco Lath
142
Swimming
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite
506
Pre -Deck
505
Pool Fencin Alarms/Barriers
503
Pre -Plaster
507
Manufactured Homes
Setbacks
131
BlockingfUnderpining
612
Tiedown/Soft Set System
611
Permanent Foundation System
613
Underground Electric
218
Sewer
407
Underground Water
417
Manometer Test
605
Continuity Test
602
Ski rtin Ste s/Landin s
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
Length x Width:
Insignia:
Finals
Public Works Final 538.7681
Fire De artment/CDF 538.6226
Env. Health Final 538.7281
Sewer District Final
"PROJECT FINAL
-rrolect rmai is a s-ernncate of uccupancy for (tcesiaennat uniy)
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
Carbon monoxide alarms required by Sections R315.1 and R315.2 shall be installed in the
following locations:
1. Outside of each separate dwelling unit sleeping area in the immediate vicinity of the
bedroom(s). I • _
2. On every level of a dwelling unit including basements.
R315.1.5 Multiple -purpose alarms: Carbon monoxide alarms combined with smoke alarms
shall comply with Section R315, all applicable standards, and requirements for listing and
approval by the Office of the State Fire Marshal for smoke alarms.
Butte County's Interpretation of 2013 CRC, Sections 314 & 315 for
Smoke Alarms & Carbon Monoxide Alarms:
Where alterations, repairs or additions exceeding $1,000 in valuation, existing dwellings shall be
retrofitted with smoke alarms and those that have attached garages or fuel -burning appliances shall have
carbon monoxide alarms installed. Existing smoke alarms can be replaced with dual function alarms for
Smoke and Carbon Monoxide and in most cases will comply with the aforementioned code requirements
for Carbon Monoxide Alarms.
DECLARATION OF INSTALLATION UNDER THE PENALTY OF PERJURY
As Owner/Contractor, I/we affirm and declare under the penalty of perjury, under the laws
of the State of California, by our signatures below as Owner/Contractor; that Itwe will
comply prior to final inspection with Items A & B as specified. herein:
A. Both Owner/Contractor have read and clearly understand the aforementioned 2010
California Residential Code (CRC) Carbon Monoxide Alarm requirements.
B. Both Owner/Contractor are responsible for installing Carbon Monoxide Alarms prior to
final inspection as, per the aforementioned building code and maintaining such
installation. Smoke Alarms will also be installed prior to final inspection as per the 2010
CRC.
Smoke and Carbon Monoxide alarms are now installed in the. following locations:
M i r..
Owner's name (print): Gt.0 1 S�
Owner's signature: c j o J^ ' Date: l 1�'l
Contractor's name (print): 0 CSLB License: `o G 9
Contractor's signature: A Date:
Project Address: �J� SQ (`S CW CaE- Permit #:
K:\NEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forms -
Completed\DBI\DBI- -
01 Declaration for Smoke & Carbon Monoxide Detectors REV'D 3.4.14.doc
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