HomeMy WebLinkAbout018-010-074;018-010-074 '1 «-06-1583 CODER.,__.F._ _ _ g81=70B „
SCHOOLING, MICHAEL � ' � -tg5 739-70P
174 CENTENNIAL AVE, CHICO 1 .86,4---7—OE
Cont: SUN POWER 11-01- '"T
SOLAR(ROOF-MNT), s s e nia �Ave. 2, mi.: E. ofgT
. , Chico
CONTR: Chas. Priddy, 15 Ramada Way, Chico
(new single family)
4
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g
0
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018-010-074 + 06-1583 V1
..SCHOOLING, MICHAEL „TrE.`
NOTES 174; CENTENNIAL AVE, CHICO '
Cont: SUN POWER _ s.
*SOLAR(ROOF-MNT)
C.. RESIDENTIAL
APN: Permit No.
Owner.
Site Address:
Contractor.
Type of Permit:
i
i
f
SRA
FLOOD CERTIFICATE EQUIRED
FIRE SPRINKLERS REQUIRED
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUBSTANDARD HOUSING LETTER
ENCROACHMENT PERMIT
REINSPECTION FEE PAID
ENV HLTH CLEARANCE
DATE JOB FINALED: r 06
SIGNATURE:
CHECKED BY
vz'
COUNTY OF BUTTE
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
7 County Center Drive 9 Oroville, CA * (530) 538-7541
CORRECTION NOTICE
OWNER
_/5
PERMIT NO.
A routine inspection indicates that the following violations of Butte County Ordinances exist at
the above address and should be corrected. Please call for re -inspection when correction of
work is completed. If you have any questions pertaining to this matter, or need additional
explanation, please contact the Building Inspector as indicated below.
Dat Inspector f")01m-"_00 d
REV 4/05 Phone# 5-3'X- _7
FOR RE -INSPECTION CALL: 538-7636 OR 891-2834
BUTTE COON I Y -'
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT.
24 HOUR INSPECTION #: 7636 (638-7541E) (630) 891-2834 (CHICO)
OFFICE #:BP061583:
BECOME NULL AND VOID 1 YEAR FROM THE DATE
LICENSED CONTRACTORS DECLARATION
1 hereby affirm under 'penally 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.
License Class : 'b Lro N License Number:
Date: 30 U Contractor. se C-] �5.,VvL
OWNER -BUILDER DECLARATION
I hereby affirm under penally of perjury that I am exempt from the
Contractors' Slate License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which 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 Slate License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or Thal he or
she Is exempt therefrom and the. basis for the alleged exemption. Any
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penally of not more than rive hundred dollars ($500).):
❑ 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' Slate License Law does not apply to an
owner of property who builds or Improves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such improvements are not Intended or offered for
sale. If however, the building or Improvements are sold within one
year of completion, the owner -builder will have the burden of
proving that he or she did not build or Improve for the purpose of
sale.).
❑ I, as owner•, of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
not apply to an owner of property who builds or Improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
❑ 1 am Exempt under Article 3 of the Business and Professions Code
Dale: Owner:
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penally of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -Insure for
workers' compensation, as provided for by Section 3700 of the
Labor Code,•for the performance of the work for which this permit
is Issued.
oh I have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is issued. My workers' compensation
Insurance carrier and policy number are:
Carrier: S-TATv 7-v-
Policy
y -Policy
❑ 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'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions.
Date: 30 b
Applicant: Z'
W NI G' allure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000). In addition to the cost of
compensation, damages as provided for In Section 3706 of the Labor
code, interest, and attorney's fees.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there Is a construction lending agency for the
performance of the work for which this permit Is Issued (Sec 3097 Civ.)
OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS.
Issued Date: 06/30/2006 APN: 018-010-074-000
Site Address: 174 CENTENNIAL AVE CHI
Map Index:
Description: ROOF -MOUNT SOLAR SYSTEM
Owner: SCHOOLING MICHAEL & CHRISTINE
174 CENTENNIAL AVE
CHICO, CA
95928
Applicant: SUN POWER & GEOTHERMAL ENERGY
863 EAST SAN FRANCISCO BLVD
SUITE A 94901
530-533-5988
Contractor: SUN POWER & GEOTHERMAL ENERGY
863 EAST SAN FRANCISCO BLVD
SUITE A 94901
530-533-5988
License #: 759086
Architect:
Engineer:
Total Square Ft:
Valuation:
Census Code:
This permit Is hereby Issued
Resoluthms to do worl> Indjc
By:
EXPIRES ON:,
0 S. F.
$0.00
the applicable provisions of the Butte County Code anoror
love for which fees have been paid.
Effl p�
I Dale:l�ff 21(� l) l�
Address:
5533, and 25534 of the California Health and Safety Code, which regulate the storage,
❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 2
handling and use of hazardous materials.
nia Health &Safely Code Is not applicable to the scheduled construction of this project.
C3 Notification In accordance with Section 19827.5 of Califor
❑ Attached are copies of the required E.P.A. notification forms.
ct, and that I e the owner f the duly authorized agent of the owner. I agree to comply with
I hereby certify that I'have read this application, that the above information Is corre
all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or docume ounty. I hereby
authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes.
�Q7L C vt� r Signature:
Print Name: �/ r
Dale: 6/30 /D(
O Owner
O Contractor
❑ Agent for Owner
AI.Agenl for Contractor
b. U, ouiming rerun- - - - -- Kv
+=OK
o = Not OK
MANUFACTURED HOMES
DAVE I Lj PERMANENT FOUNDATION Lj SOFT -SET
1 ZoningSetbacks-Easements•
2 Soils; Special MH Support Sketch
3 Sewer; Loctn-Test; FaIUC/O-Concrete
4 Wtr, Loctn Test -Easement Needed:Regulator
5 Elec Loctn-DIrAcs-Gmd • Amp -Concrete
6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LPQ
Inch Sz Ft Lngth
7 Blckng; SzSpacing-Marriage Line
8 Gas; MH Test -Demand Valve-Cnnctr
9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs
-10 Drain; MH Test -Fall -Flex Cnnctr
11 Wtr & Sewer Connected -CIO to Grade
12 Gas and Electricity Tagged
13 Tie Dowris Q Foundation
14 Exits
15 Cert of Occupancy
16 HUD Labelllnsignia Numbers Serial Numbers
o„r �s o,a ds
MISCELLANEOUS-
DECKS+CI)VERS-CARPORTS •GARA GES
1 ZoningSetbacks-Easements
2 Ftgs; SoilsSz DpthSpacing-CnnctrsSteel
3 Decks, Girders/Joists-Dcldng-Brcing
Stairs-DuardlHandralis
4 Wood Awn; P6sts-Beams4Utrs-CnnctrsShthg.
Frmg-Brcng
5 Alum Awn; Columns�CnnctnsSplice-Decal-Enclsrs
6 Carports; Wndws-Doors
7 Electric
8 Frmg; Sills-AnchrsStuds-Rftrs Tnisses
9 Siding; Nailing-VeneerStucco-Lath
10 Roof, Shthg-Roofing
11 Ext; Steps -Doors -Landings
12 Braced Wall pnis
1 Setbacks -Easements
2 Soils; CompactionStructure Stability
3 Pool Structure; Steel-Cnnctns-Thickness
Dead Men-Uning
4 Elec Rcptcls&Ung; Distance-GR
5 Elec Pool Lting; IS volts-GFl
6 Elec.Enclsrs; Conduit Entries Terminalsa-isted
_ 7 Elec Bonding; Metal w15•Crcitng Egp-Htr
_ 8 Elec Gmdng; Eqp w!5' Crcltng Eqp-Pool lghtg
Boxes-Enclsrs-pril6oardsansultn-to Main Conduit
9 Health Dept Appy
10 -Plmb; Cir Test-Wtr Supply Test
11 U Niche ,
12 Enclsr, Fencing -Alarms
13 Bonding, Diving board or Slide
Il = Not OK
RESIDENTIAL (Single & Duplex)
DATE iUNDERFLOOR
1 Zoning -Setbacks -Easements -Flood -Slope
2 Ftg Main; Soils-Elec Gmd Ftg Dpth
3 Ftg Garage; Soils-Steel-Elec Gmd Ftg Dpth
4 Ftg Porches/Decks; Soils -Steel Fig Dpth
5 Stemwalls Main; Steel-Blockouts-Wrapped
6 Stemwalls Garage; Steel-Blockouts-Wrapped
6a Hold Downs and Special Anchrs
7 Slab, Steel Wrapped
8 Piers-Frpic Ftg-Steel
9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test
10 UF, Gas Pipe; Sz Anchrs-Sz Test
11 Wtr Pipe; Test-Anchrs-RgltrService Test
12_ Elec Undrgmd
13 Plenums & Ducts; Clmc-MaterialSupport4nsultn
14 GirdersSills-SillsBoltsJoists-Vnts-Cripples
15 Ace & VnUtn
16 Insulation
DATE FRAMING
17 Sills Proper Materials & Anchrs
18 Walls Studs -Nailing Spacing & Braces -Plates -Sound
19 Bearing Walls over Girders,& flr Nailing
20 Draft Stop In Walls (rat proof)-
21 Fire Stops; Furred CeilingsStairs-Chasers-Tubs
22 Headers & BeanisSi &'Bearing'
23 Hangers-Posf'CapsAnchrs'-Cinnctns
24 Ceiling Joist-Rffr Ties -Purim -Roof Brac TnusShthg
25 Frpic Tie's' or Type A FIue=Frplc Throat Clrnc
26 Attic Ae`c; Sz &'Rmx pito n-"fi Stop -Ins Baffles
27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions
28 Garage Fire Pttchi Framing -RC Channel
29 Prprty Line Firewall & Opngs' .
30 Ext Doors -One 3' -Check Gauge 3rd Story, 2 Exits
31 Stairs; Width-Hdrm-Rise-Run4-anding-Fire Prtctn
32 Piywd on Roof Ovrhng Attic Vnts-M Otitrgrs
33 Siding -Nailing Veneer -
34 Stucco Lath Weep Screed-Fndtn Vnts-Undrflr Ace
35 Glazing Are PrtetnSkyLts-Plastic .
36 Shear Walls; Nailing -Bolts
37 Brace Int/Ext Wall pnls
38 Insults Walls -Ceilings
39 Infiltration Walls-Wndws
41
DATE JELECTRICAL
40 Fxtr & Tmsfrmr Cimc-Ins Prtctn
41 Elec Rcptcls Spacing-Lts & Switches at Doors
42 Sz Boxes & No Of Cndctrs Stapled
43 Romex Installed Close to Edge of Studs & CJ
44 Eqp Gmd made up w/Mech Fstnrs
45 Gmdng Electrode Bond Gas & Wtr
46 2 Appinc Cires in Ktchn & Cndctr Sz GFl
47 Subfeed Wire Sz Qa OCU or Q AL
AC Wire Sz w Q CU or DAL
48 Range Clic W ❑ Cti or DAL
Oven Circ D CU or DAL
Insulated Neutral D Yes D No
49 Service -Riser Cndctrs & Gmd Main Dscmd
50 Eqp CImcs pnts-Motors-Mech Eqp
51 Clothes Closet UShwr Lt -Spa Lt
52 Smoke Detector
I-
4-11 0 41
UAit iPLUMBING
53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle `o
54 Wtr Pipe; Test & Anchr-Nail Prtctn
55 DWV; Test Fittings &Anchr•Nail Prtctn
56 Shwr Pan; Test, First flr-Tub Ace
57 Test Tutt & Shwr, 2nd flr - Tub Ace
58 Gas Pipe; Sz & Anchrs
59 Fire Sprinkler; Test
60 Yard Gas Piping
0
DATE MECHAN-ICAL
61 AC Ducts insults & Support
62 Vent Fan, Exhaust abv Insultn
63 Condensate Drain & Ovrflw, Sz & Grade
64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet
65 Attic Ace & Pitfrm if Furnace in attic
40*
DATE FINAL
66 Ext Steps -Door & SideLt Prtctn-Landings
67 Smoke Detector
68 Furnace Vnts-Cimc-Comb, Air-Cnnctr
In Garage; abv-flr-Ducts-Mech Prtctn
69 Bedroom Exiting
70 GFl 8 Bath Fxtrs & Tub AccSpa
71 GFl Arc Fault
72 Elee Trim & Subpnl, Breaker Szs & Labels
73 Stairs, Guard/Handrails
74 Frplc or Stove, Cirnc-Hearth
75 Elec Outlets at Wood Pni, Int & Ext
76 Ktchn, Fxtr & Appinc; Gmd-Air-Gap-Cooking Cimc
77 Elec Outlets & Reptels at Ktchn Counter
78 Garage Fire Door, Swing -Landing -Closure
79 AC Duct in Garage -Damper.
80 Wtr Htr Vnts-Cimc-Com Air Cnnctr-PRV; abv flr
Mech Prtctn; LPG Appince Undr House 3' drain
81 Plmb; Elec & Mech Eqp Listed for Loctn
82 Elec Rcptcis in Garage (GFl) Romex Prtctn
83 Insultn-Foam-Looked in Attic
84 Guard Rails & Deck Cnstrctn-Post Caps
85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth
86 Cimc Dmge Planters 0 Yes Q No
87 Stucco Brown -Finish
88 AC Unit Dscnnct, Elec-Plmb
89 Vnts abv Roof, Pimb-Appinc-Frpic-Cimc to Opngs
90 Wtr Well, Dscnnct, Elec, Pimb
91 Ext Elec Trim, GFl Reptcl-Undrgmd
92 Vntitn thru House
93 Glass Prtctn
94 Corrections from previous Irispetns
95 Gas Test -Meters Tagged, Gas-Elec
96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl
97 Energy Cmpinc Cert -Other Certs
98 Address Posted
99 Fire Sprinkler
BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT
24 HOUR. INSPECTIONM (530) 538-7636:(OROVILLE) (530) 891-2834 (CHICO)
OFFICE M (530) 538-7541
PERMIT'NO.
BP061583
•
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. I
o
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penally 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.
LicenseClass:?� Gro NL LlcenseNumber: 7xSc/D%%
Date: 30 bb Contractor: SQ C) 5nt,ln2
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the
Contractors' Slate License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which 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 Stale License Law (Chapter 9 commencing with Section
7000) of Division 3 of the Business and Professions Code) or that he or
she is exempt therefrom and the. basis for the alleged exemption. Any
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than rive hundred dollars ($500).):
❑ 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' State License Law does not apply to an
owner of property who builds or Improves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such improvements are not intended or offered for
sale. If however, the building or Improvements are sold within one
year of completion, the owner -builder will 'have the burden of
proving that he or she did not build or Improve for the purpose of
sale.).
❑ I, as owner•, of the property, am exclusively contracting with
licensed contractors to construct the project (Sec. 7044, Business
and Professions Code. The Contractors' State License Law does
not apply to an owner of property who builds or improves thereon,
and who contracts for such projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
❑ I am Exempt under Article 3 of the Business and Professions Code
Date: Owner:
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -insure for
workers' compensation, as provided for by Section 3700 of the
Labor Code, for the performance of the work for which this permit
is issued.
�i I have and will maintain workers' compensation insurance, as
required by Section 3700 the Labor Code, for the performance of
the work for which this permit is Issued. My workers' compensation
Insurance carrier and policy number are:
Carrier: `1 r j-Uru ()
Policy M / /o 1`)8
❑ 1 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'
compensation provisions of Section 3700 of the Labor Code, 1 shall
forthwith comply with those provisions.
Date: 30 16
Applicant:
WARNING; ailure to secure workers' compensation coverage is
unlawful, and shall subject an employer to criminal penalties and one
hundred thousand dollars ($100,000), in addition to the cost of
compensation, damages as provided for in Section 3706 of the Labor
code, interest, and attorney's fees.
Issued Date: 06/30/2006 APN: 018-010-074-000
Site Address: 174 CENTENNIAL AVE CHI
Map Index:
Description: ROOF -MOUNT SOLAR SYSTEM
Owner: SCHOOLING MICHAEL & CHRISTINE
174 CENTENNIAL AVE
CHICO, CA
95928
Applicant: SUN POWER & GEOTHERMAL ENERGY
863 EAST SAN FRANCISCO BLVD
SUITE A 94901
530-533-5988
Contractor: SUN POWER & GEOTHERMAL ENERGY
863 EAST SAN FRANCISCO BLVD
SUITE A 94901
530-533-5988
License #: 759086
Architect:
Engineer:
Total Square Ft: 0 S. F.
Valuation: $0.00
Census Code:
I S?A.g3
W-gW)P
&-20 J v v�
CONSTRUCTION LENDING AGENCY This permit Is hereby issued under the applicable provisions of the Butte County Code and/or
I hereby affirm that there Is a construction lending agency for the Reso uit ns to do wort Indic ted ove for which fees have been paid.
performance of the work for which this permit Is issued (Sec 3097 CIV.) Date a) l 1 l J l �
Name: By.
PERMI EXPIRES ON: J c sl/ -O
Address:
❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
❑ Notification in accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project.
❑ Attached are copies of the required E.P.A. notification forms.
I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with
all county and state laws relal(ng to building construction. I acknowledge It Is unlawful to alter the substance of any official form ocume ounty. I hereby
authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes.
Print Name: /�)n" zE --SPIC" V-4 Signature:
Date:
❑ Owner ❑ Contractor ❑ Agent for Owner Agent for Contractor
m n e...ui.... 0—N n4Aa_ne ..n I
BUTTE COUNTY
y DEPARTMENT OF DEVELOPMENT SERVICES
BUILDING PERMIT APPLICATION
AND SUBMITTAL REQUIREMENTS
24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834
OFFICE #: (530) 538-7541
A FEE WILL BE REQUIRED AT TIME OFAPPLICATION
Website: www.buttecounty.nettdds
"PLEASE PRINT CLEARLY"
OWNER INFORMATION
Last Name
61eol,BxL
irst Name
Gl t,l
Address
City C Lk I c.
StatCA
dip
Phonea,,Z ` ���
Fax
E-mail
APPLICANT INFORMATION
CONTRACTOR
Name
- -
Address
Zip9�-7 u
City
52 1 Gvi L
City
tPhone
Phone
Name
::i
TFa
- S 9 SbE-mail
E-mail
#
Class
bm
(3-GID_L
APPLICANT INFORMATION
ARCHITECT/ENGINEER
Name
- -
Address
Zip9�-7 u
City
State
Zip
Phone
Name
::i
Fax
E-mail
State License Number
APPLICANT INFORMATION
Name C
Address
City 0kbVt1(6r
State
Zip9�-7 u
Phone
S33—S
Fax
E-mail
APPLICANT SrRE
X
: 2 �� -
For offic se only:
Zoning Flood Zone SRA
Yes No
Occ•
Type Const
Subdivision Name Map Book Page Lot #
Planner Date Approved:
uvr—m rum oumivii I IAL Xt:W IREMENTS
KAFORMSIBUILDING FORMS1BIdgApp1SubRgmts.doc
Page 1 of 3
PROJECT LOCATION
AP# 0 11 ` - 010_ OrA
Property Address Cit};
1 Lt CoNTw�N v r> Z'ow C o
Cross Street
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
::i
Address
Description or Scope of Wo
Sq FT- Living Garage Open
Fo
Structure Built without Permits Proposed Change of Occupancy
(Note previous use):
Cov
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
required.
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.
Received by: �.G -
Receipt #: t�o2_7
cjw_%�_ I oil
Date: -0 C
Amount �q Bldg
SRA
Sheriff
SMIP
Other
q a Total
REV 8-12-05
, L'
SUBMITTAL & PERMIT REQUIREMENTS .
The following drawings and specifications must be submitted to the Building Division in order to apply for a
permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK.
❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl
❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR
Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.
❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl
❑ 4. Energy compliance design and supporting documentation in duplicate.
❑ 5. Statement of Intent for Non -heated and A1C for Non -Residential Buildings.
❑ 6. Manufactured homes: (A) Installation manual, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans,
all in duplicate
❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor
plans in triplicate. All of these must be stamped and wet -signed by the engineer.
❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required).
❑ 9. Site plan and business license approval from the City of Biggs.
❑ 10. Letter of intent for non-residential buildings.
❑ 11. Building Permit Application Without Required Clearances Form
❑ 12. Hazardous Material Form (for Commercial Buildings only).
Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning
review (May require additional plan review upon receipt of the following items.)
❑
1.
Agricultural Bufferclearance and site plan approval from the Ag Commissioner's office (if required).
❑
2.
Impact Fees.
❑
3.
California Department of Forestry plan approval (if required).
4__-NPDESForm
❑
5.
Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy).
❑
6.
Contractor's license information. (Number, Name Style, Classification):
❑
7.
Worker's Compensation Carrier and Policy Number.
❑
8.
Owner -Builder Verification (if required).
❑
9.
Letter of Signature authorization (if required).
❑
10.
Recorded copy of Agricultural Acknowledgment Statement.
❑
11.
❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO.
❑
12.
Sanitation and site plan approval from the Environmental Health Department.
If you have questions or would like additional information regarding this process, please contact a
Permit Assistant at (530) 538-7541.
EXPIRATION OF APPLICATION
Applications for which a permit has not been issued will expire one year after date of application. In order to renew action
on an application after expiration, a new application, plans and fees will be required.
REQUEST FOR FEE REFUNDS
Refunds can only be made upon written request by the person who paid the fee. The request must be made within two
years from the date of fee payment on permits not issued, and two years from the. date of permit issuance for permits
issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan
check fees -for work plan checked and other department costs are not refundable.
OVER FOR BUILDING PERMIT APPLICATION
KAFORMSMILDING F0RMS1BIdgApp1SubRgmts.doc Page 2 of 3 REV 8-12-05
Ir T PAUL KROHN, PE
305 WALL STREET • CHICO, CA 95928
phone (530) 894 1:165, *,fax (530).$914826
email: pkrohn@chico.com
6/29/06
Jerry Kotysan, PE
Senior Plan Check Engineer
Building Division
City of Chico
411 Main Street
P.O. Box 3420
Chico, CA 95927
Re: Schooling PV installation, 174 Centennial, Chico
Jerry -
Attached is a check on the purlins of the existing barn structure. Assuming that '/z of the area of
installation will still be subject,to 20 psf`live load (conservative) and assuming that the members are DF
41 (upon examining photos of the framing), the framing is OK as constructed.
Based on photos of the framing the double 2x6 girders are supported at mid -span by a 6x6 column and
at five feet out from the column by knees; they are OK by inspection.
Sincerely,
Paul Krohn
QRpFES810 ;>S
��<ro �o(tRES y �c
J� 0
6-07 / *
4CML
2x6 purlin
D + L
L
12.00
ft
Cr
L
144
in
Cd
b
1.50
in
CM
d
5.50
in
Ct
A
8.25
in^2
CT
S
7.56
in"3
CF
I
21
in^4
C;
E'
1.70E+06
psi
7.7.
E 1.70E+06 psi
0.0
pli
Fc(Perp)
625
psi
values for DF #1
pli
F„
95
psi
1.7
pli
Fb
1000
psi
2.8
pli
fb=(w*L^2/8)/S 948 psi OK
CALCULATE ALLOWABLE BENDING STRESS
F'b = 989 psi
a/
1.00
1.00 _
1.00-
1.00 c
1.00 J
1.00
1.00 V
CALCULATE Cj (KbE = 0.439) J1 D1,
I„ 24 in FbE 5489
lu / d 4.36 F*bx 1000
le 56 in FbE / F*bx 5.49
CL 0.99 Rb 11.66
CALCULATE ACTUAL BENDING STRESS
roof loads: ry idth
L
2.00
10.0
6'.6
ft
psf
psf
total
1.7
1.1
2.8
pli
pli
pli
floor loads: tributary width
0.00
ft
FILL
40.0
psf
0.0
pli
FDL
"8.0
psf
0.0
pli
total
0.0
pli
wall loads: tributary height
0.0
ft
WDL
7.7.
psf
0.0
pli
total
0.0
pli
total uniform live load, pli
1.7
pli
total uniform live load plus dead load, pli
2.8
pli
fb=(w*L^2/8)/S 948 psi OK
CHECK HORIZONTAL SHEAR
PV 199 Ib
F'v 95 psi
f„ 36 psi OK
CHECK BEARING CHECK DEFLECTION
L 1.50 in
A 2.25 in12 L / 360 L / 240 A
P 199 Ib LL 0.40 0.26 OK
fC 89 psi OK DL + LL 0.60 0.44 OK
CHAAWEL.
SELECTION CHART
for.(�aaads, Matcriah xnd IIolo PxUa-gs • ..
1 Ye l l oa ]as baa pcpuod'b Novi& x PCfC[. for avaiLkk�' 1
-
•adoat �e paucm am defined by �tbas 1 &,,. � -md hoC 1auc� M*,=il types RrZAk foc
$Ooze Acel dui wA Lose paw ice xragabk on Vma a,=
*Mcwcvq4"Imt foc t6icimm = dowu m tint. 041- S1od
12Ga. —2.6mm . 18Ga.=12mm 2,,Ak
14 Ga 19 mm 105 Z.6 mm I _ Typo 304 suidess S10d
16 Ga. —1S mm .080 - 20 mm & -Type 316 Staidess SW
hwatics 33337 T;Aq dao to l tolerances of the malaisL
Chaaad Part Naatba kc
FAau44-:
1311 Type IIok Pattens .
SH GPN120
B12 S GALY
1322 H178 I� 24G
B24 TH •'. SS4
B26 KO¢. SS6.
1332 AL
B42 _
B52
B54
B56
B62 '
a�
V
0
872 _ • � v.
E7416 - �
Refecrnoe page 14 for gcmciai fitting and standard fidmh veaficafiovs.15
PAW B22 C L .4"
•lUclaR=12 Gauge 6 mria)
•Stanch m leag8 10' 3.05 m) do 20' (6.09 m
"lot Qod
� �: _ ` •Weigh 190 LhsJFt. (`1.83 kglm) ' � 304 a 316,
glow
J +d 3/g„ (41.3) 3/tw
V-* 71g"�,
re (22.2)
a -
1st X y X Oa)
S. n�
.•
y
t4 Cm's
K SECTION PROPERTIES
U
S 822. 1910 (7.E4j ,562
o Bt2A 3= (5.691 1.124 (p 2 ( (1.66)
aiaia4aasotsec5anpcopati«f�rebawodonwtoad �n �Ol (27� 11156 1.1 17 09
a a dclamiaot by like A>si Q�3 Fam�cd 1 L
b b .
�s! A
i�
r
�r \ \ ,1(4 � 13)
X 1/4
3(�
B22A
C4. 6)
Wt 3.90 LbsirL (5.65 kem) 15/8"
o (413)
u 'O
20 ,wm pap 14 for geaad Luing aad standard finish gwfficaftons.
1UT STRENGTH
y Factor of 3
pullout strength for B11 & B12 channels is limited to 1550 lbs. (6670 N)_
Pull-0ttt Strength .
of Channel Nut
Refereucc page 44 for genetaf fitting and standard finish specifications_ ®�••�
I
3 -
• r
Installation Manual 802 — SunFramel Code -Compliant Planning and Assembly Uri
Table 2 SunFrameTM Loads (pounds per footing) at Standard Rafter Spacings
To meet oode, your design point loads (oaP�tYPerI�+++� must be at
or above those ' uutader I� oontaa (hiMac. In gmerd, die minimum design live load equals the
uuficated. 7hc '
that the roof can withstand du se design ( pa W n/YmB 1 mm8 �a^g times the rad spadng lima die design wind presure from
based on design wind prmswr values greater than SO its per squationsre Table 1.
po PessQuarr
/`iinilwm design Nve bad Minimum design Eve bad
Pbirimrmt as a function of
desfgn design wird pressure Mrrnfnwn u a Junction of
dead design destn wind pressure
load 20 ps( 30 psf 40 ps( 50p(
300
spamv 58
32" raker 0004 spate 77
248
331
373
497
497
662
621
24" raker (foot) ,sp.OM v
48" 116
497
74S
NA*
828
NA*
32" (root) png
raker spa
�, rakes ' spacim
AstroavwerAPi100� APil10
677
Doveas Fir—SOuth
0.46
235
269
24" raker (root) "dV 33
32" raker (rood spadn( 44
194
258
291
387
484
24 Vtwera.KC(rI SSG &7G
4rafter (roo f ",V66
387
387
S81
SN
77S
646
NA*
3 a
2' rfter spari
(foot) ng
48" rafter (foots ",kV
AsbvPbrrerAPi165, /1Pi173
212
243
32S
Hem—Fir 04orth)
0.46
24' `afar (foot sQw,Y 34
32" raker (root) spadrV 46
194.
2S8
291
388
48S
2� � u
spaeAV
48" raker spaciY 69
388
388
582
S17
775
646
NA*
32" raker (food spacing
48" raker (foot) spa6�
BP Solar 3160, 4160. S 170. SXI SO
SPruce. P•me, Fir
34
204
306
_
LL��
Zr lrO�i "e 33
32' raker (rood spall V 44
208
278
313
417
S21
Ph000waa PW 16S0
24" rafter (fooQ spades
48' raker" 67
417
417
42S
SS6
833
694
NA*
32' mitspacingspsc
Mier
48" n6w (root) spang
EC94. EC 102. EC 110
2E"rg.f*en
4' rdw �OOti 3S
32" rafter" s V*ckV 46
208
277
312
416
520
Siwe
24" raker spaag
(root)
raher 69
,,M
416
416
624
SSS
832
693
PIA*
32" raf w (root] spaakV
48" raker (foot) spaadr
/ toa/bad(livr
eAreed ,M poun& per. fowrp4&
Anddeed b4 to
Sharp. 175.1 SS
spaciK
32" raker (foot) spadrte
Table 3. Lag Screw Desi P
II O
V
48" raft`` spacwV
U - ut alues
3s per embedded I - thread depth)
inTypical RoofTruss Lumber
Sources: UBC 1997, Amerrpn Wood C.orarcii
Notes: (/)7hrradmust be embedded in a raker or other sducaa;d 00(
6 ember (2) PwTout values kieorporate a /.6 sa(etrbaorreconrnarded
. r dieArnerican Wood GM .. (J) See UBC for required edge dost w,,
dead
bad
20 pd 30 psf 40 psf SO pe
34 187 281 374 468
4S 249 374 499 623
68• 374 $61 748 NA*
28
Speciie
Wscrew
339
423
!rr*q'
S✓/6'
�'
452
60-e- r- -Ll►
0.50
266
304
677
Doveas Fir—SOuth
0.46
235
269
327
a
39.
218
327
436
Pine (MSR 1650 f )
0.46
23S
269
6S3
-Hem—Fir
0.43
212
243
32S
Hem—Fir 04orth)
0.46
.235
269
Thread -
Southern Pine
0.55
307
352
dePm
Spruce, Pine, Fir
0.42
20S
23S
306
SPruce. P•me, Fir
34
204
306
_
LL��
(E of 2 miMon psi and hiew
S2
306
459
612
trades 0( MSR and KEL)
OSO
266
304
Sources: UBC 1997, Amerrpn Wood C.orarcii
Notes: (/)7hrradmust be embedded in a raker or other sducaa;d 00(
6 ember (2) PwTout values kieorporate a /.6 sa(etrbaorreconrnarded
. r dieArnerican Wood GM .. (J) See UBC for required edge dost w,,
dead
bad
20 pd 30 psf 40 psf SO pe
34 187 281 374 468
4S 249 374 499 623
68• 374 $61 748 NA*
28
169
254
339
423
37
226
339
452
.
564
S6
339
SOO
677
847
30
163
24S
327
408
39.
218
327
436
SAW
S9
327
490
6S3
817
31
162
244
32S
406
41
216
32S
433
541
62
32S
487
649
812
26
IS3
229
306
382
34
204
306
408
SIO
S2
306
459
612
76S
3S 207 310 413 S17
47 276 413 SSI 689
70 413 620 827 NA*
24" rafter (rood sparing 28 174 261 349 436
.3r raker (foot) spacing 37 232 249 46S S81.
48" raker (foot) spaane SS 349 Di 997 A71
Shed SQ 14.0, SQI 50. SQ 160
24'raker Q spacm
32" raker (foot) spacing
48" rafter (toot) spacing
32 213 319 425 S31
43 283 42S $67 708
64 42S 638 850 NA*
W4 - nor W&CW- Neter SNOW tots/bad /live bad plus dead Am,9 to
exceed /,Opp pocards per bot&
7
SH*&*�L�® RESIDENTIAL SYSTEM MODULE I LAJ�a9aU V�
167 �►�I►BATT
POWERFUL. ATTR -ACTIVE. RELIABLE.
MULTI -CRYSTAL SILICON PHOTOVOLTAIC MODULE
WITH 167W MAXIMUM POWER
Designed specifically for peak roofs, Sharp's ND -1671.11 photovoltaic
modules offer industry-leading performance and aesthetics. These residential
modules give the clean, attractive appearance of a high-tech skylight while
the black anodized aluminum frames and trim strips blend beautifully with
the home's exterior. In addition, an " U' hook design located along the frame's
perimeter ensures easy integration with the residential system mounting
hardware. Perfected by Sharp's nearly 45 years of research and development,
these modules allow for maximum usable power. An anti -reflective coating
;provides a uniform blue color and increases light absorption in all types.
of weather conditions. Sharp's ND -167U1 modules are a'breakthrough in
technology and aesthetics.
The laminated glass module is glazed Sharp's residential modules with black frames
into a high torsion black anodized and trim strips are ideal for peak roofs, and
aluminum frame. allow for the seamless integration of the
. system into the home's design.
FEATURES
" Nomin'aI 16 Vd_C output is an
ideal match for the Sharp
multi -string inverter
• Manufactured in ISO 9001
certified facilities
• 25 -year limited warranty
AUL Listings: UL 1703, c -
O
M4WlJL1 I RESIDENTIAL SYSTEM MODULE
ELECTRICAL CHARACTERISTICS
Cell
Multi -crystal silicon
No. of Cells and Connections
48 in series
Open Circuit Voltage (Voc)
29.0V
Maximum Power Voltage (Vpm)
23.5V
Short Circuit Current (Isc)
7.91A
Maximum Power Current Qpm)
7.1A
Maximum Power (Pm)
167W
Minimum Power (Pm)*
150.3w
Encapsulated Solar Cell Efficiency (110
14.39
Module Efficiency (71m)
12.60%
PTC Rating (W)**
146.63
Maximum System Voltage
60OVDC
Series Fuse Rating
15A
Type of Output Terminal
Lead wire with MC Connector
167 �V►AT i
MECHANICAL
CHARACTERISTICS
Dimensions (A x B x C below)
52.28 x 39.53 x 1.81'/ 1328 x 1004 x 4600
Weight
35.27lbs / 16.Okg
Packing Configuration
2 pcs per carton
Size of Carton
56.3 x 42.52 x 5.12'/ 1430 x 1080 x 130mm
D
G
to
ABSOLUTE MAXIMUM RATINGS
Operating Temperature -40 to 194'F / -40 to +90'C
Storage Temperature -40 to 194'F / -40 to +90'C
Dielectric Isolation Voltage 2200 VDC max.
DIMENSIONS
JugonwiA
E
B
F
D
G
A B C D E F G
52.2871328mm 39.53'/1004mm 1.81'/46mm 10.2n59mm 15.757400mm 37.13'/943mm 25.16'/639mm
Specifications are subject to change without notice.
* (STQ Standard Test Conditions: 25*C,1 kW/m', AM 1.5
•* (PTC) Pacific Test Conditions: 20*C,1 kW/m', AM 1.5,1 m/s wind speed
In the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices.
Contact Sharp to obtain the latest product manuals before using any Sharp device.
ZSHALrJR'1Z1rFC—Da I be sharp-
C&S 30 Sharp Electronics Corporation • 5901 Bolsa Avenue, Huntington Beach, CA 92647
Tel:1-800-SOLAR-06 • E-mail:sharpsolar@sharpusa.com • www.sharpusa.com/solar
02003 Sharp Electronics Corporation SSD -03-009 Printed in the USA
� :r p 2 �`�f s��
cl � .
Recommended; PV wer )...: 3000: _ 5400•
4000 -6300 3600 .SSOU ;
Operafl OC yolta e.rari a 1. 1.50 ;;'450
150-A50 150 450:
MurW. inp it:vofta�a 1�l ' 500 , ' �.
500 -- _ 500 i . `.
Norm iai Input;votta e y _ :'27Q', .
—270. :.,
Max DGir ;c`urrent <261:
33.2
NNWY,'
powef_ " ;. 4000.
5100 45Q0 i
Maximum•out' uk wei ,: • ,'.(40°C :�.,.
:5100_ .. :; ':4500Y =
iVam n"ai AC
-240'. .208:1'
l! AC 46101 "'Al"', a 212 ';264 (240'.+10910 X: tz% .. 183 • 227 V
t•.
:21 3 21 6
Maximum AC'cument A .: 16 7.. <.:-' r"21 3 � 216 ._
MA1M'Urlt 01 'back feed curtent.W
Max .0640gou4 fault cdrre'1t: A];
Nominal Y uen Hz) 60,
O. .:. tijl frueirigy ran o- ;... ._', _ ., ., .- .. ,.. .....'•59.3., 60:5 (60.x.0:5:(
Notal harmonic:dlstorpoq (%)� :.. ;: �.. 1:
`. ,, '':;' -•E 5!.. r : .-.:,�r�" '< .-..;,�
Pow -e EaEtar i 3 A _
cos . . ..,..-. .r.....
,. e ,
F
Max:"efficiency'(°�) 94.4
Consumption in stand-fiy (night) (W)
1 Consumption during operation
iProtectionType
Cooling _.. _ J _ _ _
Size : I x w xx h ;
Weight
Ambient temperature range5
Int rated;DG:and.AC.disconnects
t
Controlled' forced ,uerriliatwn _,i
28.34x.1.6.46x 8.78 in .(720 x 418 x 223 mm]
41.81b (19 4) -
to 122'F (15
standard.
iwq
`Ground faulf- ': tectiori. Internal.GFDf tri acoordanca vilth UL 1741 and NEC `
'
DC.reverse. laxity; rotection ) _ _=lnternaldio¢e„
tslanding, rotectioti _ �_� _ Internal, in accordance witti_UC 1741. and NEC.
Over temperature . _ _ - Out"- powerderatingT
IS^u_r e.Protection �, Iritemal,DC 8 AC p[otectioSf; Tested tab kV.
lan "`u1e"',. -R.�� :�.��.r �_�.o?; ,'' kh,., ? '`� t��r<, �.'�.�t,°"..R�"h•c+r, �.1- _ �„ rs�.a . c �.... $"` -aF7� :�fr'r'�
safety a;� r �r>� �.i c. �� . ,� �•��.t :,c i ,. rx ,�::
UL 1741 t
EMI. { FCC Part 15 Glass 8
Anti-lslandlns protection UL 1741 IEEE"929
Cmund fault:detdctorilnd mterru ter_ _ Gom pliant with. NEC Art, 690 r uirements;,UL 1741
W.._ I a .. .. r :;� z tt..,` R `may !.' too ,, - _- ` �. �''..'�•+'kr•<.,,. _.;y y'yk�',k `,
Maximum AC over current Protection c . Two pole ,.30 A circud breaker._
AC'wlre sizing Use maximum AWG f 194 F'(90 °C) .copper wire
OC wire sizing'. • ' - .. Use maxinfum AWG 8:1949.17 {90 `C),copper wire
AC dideonnector.
32 A
DC discorinector -
30 A
LWarran �— _
5 Years;, 10 Years available
I
Fronius USA LLC
Solar Electronic Division
5266 Hollister Ave., 1;117
Santa Barbara, California 93111
E -Mail: pv-us@fronius.com
www.fronius.com
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MICHAEL SCHOOLING
174 CENTENNIAL
CHICO,CA 95928
(530),892 9970
5KW PHOTOVOLTAIC ARRAY
THREADED ROD MOUNT
ON 10 DEGREE CORRELATED METAL ROOF
(36) SHARP 167W PV'MODULES
(1), FRONIUS IG -5100 PV INVERTER
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DRAWING TYPE
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DRAWN BY:
ATOM MCCAMBRIDGE '
415/747-7039
��$ stt SVi PROPERTY OF SPG SOLAR, INC.
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DATE
° CONFIDENTIAL. THIS DRAWING AND ANY DATA; DESCRIPTION; AND OTHER
a i- r 7t 6/16/6'
k r�rxiy " INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND.
r, P't THE EXCLUSIVE PROPERTY. OF SPG SOLAR, INC. AND SHALL NOT BE SCALE'
' k k c "'sx2yyG PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE NTS
dicta I� k� S s OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET:
�cA •",�, /`�,,+aS.y� �� PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE E OF SPG SOLAR, INC. , -
S...... y ° -ALL RIGHTS RESERVED:
MICHAEL SCHOOLING°'
" 5KW PHOTOVOLTAIC ARRAY ISS6/1r
PROPERTY LAYOUT @ 1 / 32" = 1'
432'
EXISTING GARAGE EXISTING RESIDENCE PV INVERTER PROPERTY LINES
AND DC DISCONNECT
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DRAWN BY:
ATOM MCCAMBRIDGE
415/747-7039
200A MAIN PROPERTY OF SPG SOLAR, INC.
GATE:
CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 6/19/6
SERVICE INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND
and AC DISCONNECT' EXISTING EXISTING BARN 5KW PV ARRAY THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE SALE
PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE 1/32"=I'
1 / 2" CONDUIT RUN THREADED- ROD MOUNTED OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEEP:
ON CORREGATED METAL ROOF PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC.
ALL RIGHTS RESERVED.
PV INVERTER AND DC DISCONNECT
EXISTING BARN 5I-KUG-l'"URE
CORREGATED METAL ROOF
@ 10 DEGREE SLOPE
MICHAEL SCHOOLING
5KW PHOTOVOLTAIC ARRAY
PV LAYOUT @ 1 / 3211= 1'
(36) SHARP 167W PV MODULES
YELLOW LINES INDICATE RAFTERS:
2" X 6" @ 2411 O.C.
12FT BEAM TO BEAM RAFTER SPAN
C A n � 1L V.V.
DOUBLE BEAMS
SUPPORTED BY CENTRAL 4" X 4" POS
i
1 .
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PROPERTY OF SPG SOLAR, INC.
CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER
INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND
THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE
PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE
OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC.
ALL RIGHTS RESERVED.
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PROPERTY OF SPG SOLAR, INC.
CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER
INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND
THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE
PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE
OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC.
ALL RIGHTS RESERVED.
�-la:W-014ILL
DRAWN BY:
ATOM MCCAMBRIDGE
4151747-7039
DATE:
6/19/6
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4151747-7039
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6/19/6
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SCHOOLING 5KW PHOTOVOLTAIC ARRAY
41 ' FRONT VIEW OF STRUCTURAL COMPONENTS
Ha REN9a ue DWE
ISSUE 016
SCALE: 3" = l'
- B22
STRUCTURAL
PV MODULES CHANNEL
UNICLIPS
` STAINLESS NUTS / WASHERS
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BEAMS: (2) 2" X 6" @ 12' O.C.
SUPPORTED BY 4" X 4"
CENTRAL POSTS
0000
'
DRAWING TYPE:
FRONT DETAIL
CORREGATED METAL ROOF RAFTERS: THREADED ROD MOUNT
2" X 6" @ 24" O.C. - (MACHINE THREADED UPPER,
WOOD THREADED LOWER)
ATTACHED TO RAFTERS
..
'
JOB:
SCHOOLING
DAWN ATOM MCCAMBRIDGE
4151747.7039
PROPERTY OF SPG SOLAR, INC.
-
CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER
INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND
DATE:
6/2016
SCALE:
a' _ 11
THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE
PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE
OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC.
SHEET:
ALL RIGHTS RESERVED.
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THREADED ROD MOUNT —
(MACHINE THREADED UPPER,
WOOD THREADED LOWER)
ATTACHED TO RAFTERS
UNICLIPS
STAINLESS NUTS / WASHERS
WITH SEALANT
B22 STRUCTURAL CHANNEL
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STRUCTURAL
CHANNEL DRAW NOTYF:
STRUCTURAL DETAIL
2" X 6" (DOUBLE) BEAMS
12FT O.C. SCHOOLING
DRAWN SY:
4" X 4" POST ATOM MCCAMBRIocE
415/747-7039
PROPERTY OF SPG SOLAR, INC.
DATE:
CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER 6/1916
INFORMATION CONTAINED HEREIN ARE CONSIDERED AS PROPRIETARY AND
THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE SCALE
PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE NTS
OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN SHEET:
PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE OF SPG SOLAR, INC.
ALL RIGHTS RESERVED.
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1 (12) SHARP 167WPV MODULES (IN SERIES) I
1 (12) SHARP 167WPV MODULES (IN SERIES) I
1 (12) SHARP 167W PV MODULES (IN SERIES) I
SCHOOLING 5KW PV ARRAY
(2) #10 RHW-2 CONDUCTORS
(1) #12 BARE COPPER GROUNI
(2) #10 RHW-2 CONDUCTORS
(1) #12 BARE COPPER GROUNI
1 #10 RHW-2 CONDUCTORS
(1) #12 BARE COPPER GROUND
(36) SHARP 167W MODULES
(1) FRONIUS IG -5100 INVERTER
(36) (147.1 W CEC) (94.5%) = 5,004W AC
PER MODULE:
MAXIMUM POWER: 167 W
MAX POWER VOLTAGE: 23.5 V
OPEN CIRCUIT VOLTAGE: 29 V
MAX POWER CURRENT: 7.1 A
SHORT CIRCUIT CURRENT: 7.91 A
(12) STRING TOTAL:
TOTAL OPEN CIRCUIT VOLTAGE: 348 VOLTS
TOTAL MAX POWER VOLTAGE: 282 VOLTS
FRONIUS IG -5100 INVERTER (240V):
MAX CONTINUOUS OUTPUT FAULT CURRENT: 35.2A
PEAK EFFICIENCY: 94.5%
MAX DC INPUT CURRENT: 33.2
MAX AC OUTPUT CURRENT: 21.3A
1. ALL WORK PER CEC 690
2. ALL DISCONNECTS TO BE CLEARLY LABELED
AND WITHIN SIGHT OF EACH OTHER
3. INSTALL A PERMANENT, RED -ON -WHITE, SIGN
ON OR ADJACENT TO THE MAIN SERVICE PANEL
WARNING
THIS BUILDING SUPPLIED WITH
ALTERNATE POWER SOURCE.
DISCONNECT IS LOCATED
WARNING!! ELECTRICAL SHOCK HAZARD.
DO NOT TOU01-1 TERMINAL3 014 BOTH LINE A14D LOAD SIDES.
11 MAY BE ENERGIZED. I
30A
DC DISC
NEMA3R
600V
3 POLE
LOCKABLE
FUSABLE W/
(3) 15A DC FUSES
METER
200A
MAIN
SERVICE
W/(I) 26A AC
PV BREAKER,
1 / 2" EMT (MIN.)
(1) #10 THWN-2 GROUND
150FT AC RUN -
1 / 2" SCHD 40PVC(EXISTING)
(2) #8 THWN-2 CONDUCTORS
(1) #8 THWN-2 GROUND
AC DISCONNECT LOCATED WITHIN 10FT OF MAIN SERVICE
POINT OF CONNECTION. THE OUTPUT OF A
PHOTOVOLTAIC POWER SOURCE SHALL BE
CONNECTED AS SPECIFIED IN 690.64(A) OR (8).
1 / 2" EMT (MIN.)
(1) #8 THWN-2 GROUND
FRONIUS
IG -5100
5AKWINVERTER
240 VAC
UL#1741
INTERNAL
AC I DC
DISCS
30A
AC DISC
CUTLER HAMMER
NOWFUSABLE
LOCKABLE
NEMA 3R
2 -POLE 240V
DIG 221URB
PROPERTY OF SPG SOLAR INC.
CONFIDENTIAL. THIS DRAWING AND ANY DATA, DESCRIPTION, AND OTHER
INFORMA'HUN GUN iAINEU HEREIN ARE CUNSIDERED AS PROPRIETARY AND
THE EXCLUSIVE PROPERTY OF SPG SOLAR, INC. AND SHALL NOT BE
PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED, IN WHOLE
OR IN PART, FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF A DULY AUTHORIZED R011tSIENtATIVE OF SPG SOLAR, INC.
ALL RIGHTS RESERVED.
SINGLELINE
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SCHOOLING
DRAM BY:
ATOM MCCAMBRIDGE
415f747-7039
DATE:
SCALE:
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415f747-7039
DATE:
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415f747-7039
DATE:
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