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Roof Mounted Solar System 2014
TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860)848-3030 X382 FAX. (860) 848-7231 ELECTRICAL PERMIT Permit Number: E2014-0332 Date: _— Map/Lot:j02f045_000 Owner ID: 5648000 Project Location: 136 POLLYS LANE Unit: Job Description: _Electrical for_Ro BY1ounledSolar System_ Owner Nam Wjlliam_and Barba[aEaae Tenant Name_NIA Careof: _L36_.P_o1Lvs_Lane Uncasville CT _06382- Telephone: 1860)192=8769 Applicant Name _Ft_laene Pitlnkett Telephone: (860)535_3370__ DBA: Lic/Reg Type F1 Lic/Reg N 192724. .32Laumnionk Sr_ur.Al 2 Exp Date: 323e as Stoninoton CT _06378- Cnoefr.irticn vnitro Pas►nit Fetes ConstnrctionI-zr fnrmntinn Building Value: SQQD_ Building Fee: S0�)D Use Group: IRC Plumbing Value: SO QO Plumbing Fee: Code: 2005 State Building Code Mechanical Valu WAD Mechanical Fe _S1L00 Electrical Value: SQQD— Electrical Fee: $1)_00 Construction Type IRC Total Value: 50.00 Penalty Fee: S0,00_ Permit Code: R5 C of 0 Fee: Comment Plan Review Fe M00 Fees Included with Building Permit State Ed Fee: Total Fee Paid: - $0.00 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test ❑ Deck Piers 111 R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: El Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation 5 Certificate of A" pproval /. e 'i ' e of Occupancy _BJ ino_Olticiaj's_Ao_oto_v_aI: _ 2�f_ _ ��C{ - Towtt ofMontv, lc Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM PermitNo.: C>>4--L-33? Type of Work Occupancy Type Permit Type ❑New Construction (a Single Family Building 0 Addition 0 TWo-Femil EiillAlteration y Plumbing i]Townhouse ©Mechanical 0 Accessory Structure ]Electrical CRStf: Property Address: 136 Pollys Lane (Number) (Street) (tine) Job Description: Installation of a 8.8kW roof mounted solar array using 32 SolarWorld SW275 Mono modules, 32 Enphase M250-60-2LL-S22 micro inverters, and all associated electrical work. Owner: William Page Address: 136 Pollys Lane City: Uncasville State: CT Zip Code: 06382 Telephone( 860 ) 892-8769 Applicant; Eugene Plunkett DBA: Address: 32 Taugwonk Spur,Al2 qty: Stonington state: CT zp Code: 06378 Telephone( 860 ) 535 - 3370 Contractors-Complete the Following: Lt ense Typo: ELC License No.: 0192724 Expiation Data: 9/30/2015 I hereby certify that the proposed work wit conform to the Stale Building Code and all other codes as adopted by the State of Connecticut and the Town of Montvitte and further atteg that the proposed work is authorized by the owner in fee and that r am authorized to make applfcafion roc a permit for such work as described above. El By checking this box,I will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical require to chapters 33 . :2 of the Residential Code. Owner/Agent Signature: 09��I e. Date: �� ? �.. ..__._.. • ._......._......... `� Construction Value Permit Fees Building Value: $7,000 Building Fee: PkrrnbNlp VOW: Pkuhbing Fee: Mechanical Value: Mechanical Fee: Electrical Vim: $28,000 Electrical Fee: Total Value: $35,000 Penalty Fee; C of 0 Fee: Plop Review Fee: State Ed Fee; Total Fee: -117.`4,-) ' STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Hartford Connecticut 06106 Attached is your license. Such license shall he shown to any properly interested person on request. No such license shall be transferred to or used by any other person than to whom the license was issued. Electrical license holders must obtain continuing education hours of instruction to renew their licenses. This requirement is mandatory in order for you to properly maintain your license. To obtain further information and a list of all continuing education providers,please log on to the Department of Consumer Protection's web site at www.ct.gov/dcp. Questions can be directed to the Occupational&Professional Licensing Division at(860)713-6135 or email dsp.occupatiorna l p rofess ions l@ct.gev. STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION EUGENE M PLUNKETT ELECTRICAL UNLIMITED CONTRACTOR 114 CLARENCE STREET EUGENE M PLUNKETT 114 CLARENCE STREET CRANSTON, RI 02910-3414 I CRANSTON,RI 02910-3414 1 LIC./REG NO. EFFECTIVE EXPIRES ELC.01927 1 10/01/2014 19/30/2015 SIGNED a. e_ -_,#erab ......4. _ ..,- :-"N, ;;;>.,'t .„-',11, 1'.,-,::"(•',:;-!'"::•:-'7,,i.' r. a , !' V. e S �t' .{ ;' t' L -7 '.t� -r t o ! i `t � -r r ,.,n , i t4.•.:Y a i•;,t''',..- .�'�•:''- +' ro c ti 7., • � b d b *Jr_ a Ir a . a 6 a...4 a M -* ! . a b 4 i 4�,r'• 4 . 4 6. k ,t yg' 3F;,. 4 STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION . Be it known that ' l 1 • J EUGENE M PLUNKETTYf` ii 114 CLARENCE STREET . CRANSTON, RI 02910-3414 ..;...7-'...4. E. . I: o-y 1 ( 41 has been certified by the Department of Consumer Protection as a licensed i1 ; 1 ELECTRICAL UNLIMITED CONTRACTOR z / A, License #ELC.0192724-E14, F I1 Effective: 10/01/2014 Y ' ', 1 Expiration: 09/30/2015 �; William M.Rubenstein,Commissioner I .�', .Jt. JL I 'C' 7'w �,r m .Id s f'e +M w ' J1$ ; ,111 et7a. .amu 4' ''',4( ." 7 ^ i , ,�'►. �'- -T,..- AM'i; ,1'�I^;�'1,.$�°°'• , i' i ,L:1 * i _ 4. 4.s, it,kza. 3;; "4+' �4 `ka ;l.i .,, v*r ,t ,i.. �`. tfti A CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) l 1 2015 12/30/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Lockton Companies,LLC Denver CONTACT 8110 NAM 8110 E.Union Avenue PHONE FAX Suite 700 (A/C.No.Ext); (A/C,No): E-MAIL Denver CO 80237 ADDRESS: (303)414-6000 INSURER(S)AFFORDING COVERAGE NAIL# INSURER A:First Specialty Insurance Corporation 34916 INSURED 1344665 Alteris Renewables,Inc. INSURER B:Zurich American Insurance Company 16535 dba Real Goods Solar INSURER C:James River Insurance Company 12203 dba RGS Energy INSURER D:Starr Indemnity&Liability Company 38318 32 Taugwonk Spur,Unit A l 2 Stonington,CT 06378 INSURER E INSURER F: COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM DD/YYYY) LIMITS GENERAL LIABILITY N N IRG2000528011 I (114 1 1O15 EACH OCCURRENCE $ 1.000-000 _ _ X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED -1 PREMISES(Ea occurrence) $ 50,000 CLAIMS-MADE LX IOCCUR MED EXP(Any one person) S XXXXXXX PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2.000.000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000.000 POLICY X JECT I LOC $ B AUTOMOBILE LIABILITY N N BAP5852403 I 12014 1'1 2015 COMBINED SINGLE LIMIT (Ea accident) $ 1.000,000 XANY AUTO BODILY INJURY(Per person) $ XXXXXXX X ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ XXXXXXX X HIRED AUTOS X AUTOS PROPERTY DAMAGE (Per accidenll $ XXXXXXX $ XXXXXXX (' x ! UMBRELLALIAB }( OCCUR N N 000557241 1/1/2014 1/1/2015 EACH OCCURRENCE $ I) X EXCESS UAB CLAIMS-MADE 1000020609 1/1/2014 1/1/2015 10'000000 AGGREGATE $ 10.000.000 DED RETENTION$ WORKERS COMPENSATION $ XXXXXXX WC STATU- 13 AND EMPLOYERS'LIABILITY Y/N N WC5852405 1/1/2014 1/1/2015 X TORYIMITS OER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N N/A E.L.EACH ACCIDENT $ ],000,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1.000.000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule.if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 12688213 AUTHORIZED REPRESENTATIVE For Evidence Only C ,,, / r/ C f �r r ACORD 26(2010105) The ACORD name and logo ars registered marks of ACORD M1 88-2010 ACORD CORP ATION.All rights reserved Enphase®Microinverters Enphase® M250 ,„,,,,,,.., ,,,,.:-. „.„.„.„ ,,,:,:,„: --,;,,,„ ,„ ''aHw. :`E`S`1 xR�. ,,;:'‘,S,7 ' '. ID s Y i@ The Enphase M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage Cable, the Envoy"" Communications Gateway', and Enlighten', Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE - Optimized for higher-power - No GEC needed for microinverter -4th-generation product modules - No DC design or string calculation - More than 1 million hours of testing - Maximizes energy production required and 3 million units shipped - Minimizes impact of shading, - Easy installation with Engage - Industry-leading warranty, up to 25 dust, and debris Cable years [e] enphase' S�® ENERGY G C US Enphase°M250 Microinverter 1/DATA INPUT DATA (DC) M250-60-2LL-S22/523/524 Recommended input power(STC) 210-300 W Maximum input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A Max input current 9.8 A OUTPUT DATA (AC) @208 VAC @240 VAC Peak output power 250 W 250 W — Rated(continuous)output power 240 W 240 W Nominal output current 1.15 A(A rms at nominal duration) 1.0 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range* 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY CEC weighted efficiency,240 VAC 96.5% CEC weighted efficiency, 208 VAC 96.0% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted, reference EN50530) 99.4 % Night time power consumption 65 mW max MECHANICAL DATA Ambient temperature range -40°C to+65°C Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight 2.0 kg Cooling Natural convection- No fans Enclosure environmental rating Outdoor- NEMA 6 FEATURES Compatibility Compatible with 60-cell PV modules. Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable. No additional GEC or ground is required. Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class B,CAN/CSA-C22.2 NO. 0-M91, 0.4-04,and 107.1-01 *Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, visit enphase.com r ENERGY E R G Y L E N E R G Y ©2013 Enphase Energy.At rights reserved.At trademarks or brands in this document are registered by their respective owner. WIRE SIZING VOLTAGE DROP .`, onduit 90°C Derated Amapacity 75°C (Allowable Amps x Temp Derate x Fill Derate) Ampacity Length V. Drop RGS EE AIR 30A X 0.84 = :25.20 A 25.00 A N/A 0.39% "EMT 40A X 0.84 X 0.7 = 23.52 A 35.00 A 25 Ft 0.28% 32 Taugwonk Spur,Al2 Stonginton,CT 06378 /A Rom 55A X 1.05 X 1 = 57.75 A 50.00 A 10 Ft 0.21% Phone F ( 13) 853 22250 Fax 1413)683-2225 1"EMT 75A X 1.05 X 1 = 78.75 A 65.00 A 5 Ft 0.07% GRID-TIED PHOTOVOLTAIC SYSTEM DC ____ 8.800kW DC @ STC AC 0.95% PAGE, WILLIAM 136 POLLYS UNCASVILLE, CT 6382 SYSTEM LABELING SPECIFICATIONS Project# 10207669 Max. DC Voltage(-20°C): 44.7 V DC Max. Current: 11.98 A DESIGNER: EJG DC Operating Voltage: 31.0 V DC Operating Current: 8.94 A REVIEWER: RW AC Nominal Voltage: 240 V Max.AC Current: 32.0 A VERSION DATE, 2014-10-08 REVISIONS # By Date Notes 2 3 4 5 r EXTERIOR 1-Phase GROUPED WITH 120/240V METER (N) Fused AC Disconnect Square D D222N 60A _ 240VAC 40A (E)100A (E)20A N (E)Transfer Switch Existing ° Not to Scale 100A (N)i`6 GEC BONDED TO Graggial EXISTING GEC WITH Challenger ELECTRICAL DIAGRAM IRREVERSIBLE CRIMP 0 (E) Ground PV-E01 Field Inspection Notice Town of Montville Building Department 860-848-3030 Ext.382 Address: 136 Polly's Lane Job Description: Install an 8.8kW Roof Mounted Solar System Permit Number(s) B2014-0532, E2014-0332 Permit Date: December 17,2014 Not Approved Approval INSPECTION Date: Comments Special Date Conditions Inverter 6/5/15 DJ Roof mounts 6/5/15 DJ • Roof reinforcement 6/5/15 DJ • conduits ' 6/5/15 DJ electric 6/5/15 DJ • Bonding 6/5/15 DJ • Grounding 6/5/15 DJ • Final inspection and • 6/5/15 DJ certificate of approval Rev. Date: 1/18/06 Page 1 of 1 Page 1 of 2 Request Detail Request Number: 2429076 Print Contractor Contractor Name Roquemore,Megan Business Name REAL GOODS SOLAR Address 833 SOUTH BOULDER RD LOUISVILLE, CO 80027 Phone (303) 222-8483 Customer Customer Name PAGE,WILLIAM Address 136 POLLYS LN UNCASVILLE, CT 06382 Phone (860) 848-8729 Other Job Location Building Number 136 Street POLLYS LN Town, State. Zip Code MONTVILLE/UNCASVILLE, CT Cross Street Job Status / Prerequisites Status Date Completed Interconnection Application Received Completed 11/6/2014 Municipal Inspection Completed 6/8/2015 Job Assignments Technician Assigned Rossi, Gidget Area Work Center(AWC) New London Area Work Center Technician Email rossigm@nu.com Technician Phone (860) 665-6216 Job Schedule Request created on 11/06/2014 Scheduled Start Date Not Available Customer Requested Date 11/13/2014 Completion Date Not Available https://www.eversource.com/clp/wms/requestdetail.aspx?cd_wr=2429076&st rgmt=UNAP... 6/8/2015 Page 2 of 2 Meter Information Job Information Service Type Dist Resources Cat 1 Interconnection General Remark Customer is the primary contact. Meter Number 884786422 Pole Number S3228 Circuit Number 1Q6 Requested Date 11/13/2014 Work Required Code Cat1 < 10KW No Witness Test Customer Type Residential Inspector Remark 06/08/2015 - VERNON VESEY Approved Request Note: If the work request is canceled, please contact the Clearing Desk toll-free at 1-888-544-4826 (1-888-LIGHTCO) Approve Fail 11,Add Remarks BACK https://www.eversource.com/c1p/wms/requestdetail.aspx?cd_wr=2429076&st_rgmt=UNAP... 6/8/2015 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860)848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: 62014_0532 Date: 17-[ZPLj4-Map/Lot:102/04, Q0 Owner ID: 5648000 Project Location: 136 POLLYS LANE Unit: Job Description: _Install an 8.8kW Roof Mounted Solar System Owner Nam William and BJLhaLa Paae Tenant Name N/A _ Careof: J36_Po1Lvs I one lincasville _CT 86382- Telephone: !8601892-8269 Applicant Name Alteris Renewables Telephone: (86(11535-3372_ DBA:_Real roods Fnernv Tech_loe. — Lic/Reg Type 1IIC Lic/Reg N 635274 A21.ms:w ink Soar.Al 2 Exp Date: 3QNav_L>`z Stonioalc n CT 06378- CoQe+ yzti n Rein:kit Fetes Canstruc on_r�formatinn Building Value: S_ZAKX1,00 Building Fee: $84,00_ Use Group: IRC Plumbing Value: SQ,.00_ Plumbing Fee: SO,S1Q_ Code: 2005 State Building Code Mechanical Valu SQ00 Mechanical Fe SnR(L_ Electrical Value: 828._0_0(1_00 Electrical Fee: 5336.00— Construction Type IRC Total Value: S35_000,00 Penalty Fee: S0.00_ Permit Code: R4 C of 0 Fee: — MAIL Comment Plan Review Fe MOO_. State Ed Fee: Total Fee Paid: - 8429.10 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test ❑ Deck Piers ❑ R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: 0 ❑ Framing Cl R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation F-2 ertifice# of ApKoval ❑ - ific f Occupancy B 'rt�ilna C�lficial's Ao ro_v-al: Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: Z// C//¢ Job Address: /36f'//i/ S 4 r i Job Description: DU c� f/‘,,✓r / p / Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.C.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit application not completed Site Plan required Permit fee due$ Site Plan does not match the building plans Permit fee to be calculated Finish floor elevation not indicated Worker's comp.affidavit or worker's comp.certificate to be submitted Distance from the property line(s)to the structure not identified Copy of contractor's registration or license required Structure dimensions not provided Construction permit sign-off sheet required with appropriate approvals,it shall Existing and proposed contours are not provided or insufficient be the applicant's responsibility to obtain the required signatures Footing drain discharge not identified Affidavit required from the holder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply for a permit with their information Delineation of flood hazard areas and design flood elevation is required per • Provide supporting documentation to show compliance with the 2009 IECC section R106.1.3 (www.enertrcodes.'o)OR shall meet the requirements of Table Al/02.1 Private sewage disposal system to be identified along with all technical and soil based on climate zone 5 in Table A1102.1 data as per section R106.2.1 Two sets of construction documents required, this includes all engineering Grading is to slope away from the building,provide more detailed information data,calculations and all other documentation(R106.1) Plan submitted is not the same plan that has been approved by the Zoning Documents are copyright protected,provide original plans or a letter from the Department and/or Health Department designer authorizing the duplication of the plans Retaining wall—construction documents required Field set of the approved construction documents are required to be picked up Retaining wall documents required to be stamped and signed by a Connecticut from our office and must be available on site during all inspections Registered Professional Engineer Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed as per section R106.1.1 FOUNDATION Construction documents do not match the orientation of the structure on the No plans submitted or insufficient information site plan Dimensions required Wall thickness not identified WIND LIMITATIONS Footing size not identified Submit supporting data to show conformance with the wind limitations in table Frost protection not identified or is insufficient 11301.2(1)as determined front Appendix R of the 2013 CT supplements. Column type,size,spacing not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Waterproofing details not provided or insufficient Engineer Pier type,size and anchor details not provided or insufficient Braced walls not identified on the construction documents or are insufficient Foundation reinforcement bars required,site and location are not shown or Braced wall calculations required specifier! Documents required to be stamped and signed by a CT registered Professional Engineered foundation plan required Engineer if based on ASCE 7-02 or WFCM chapter 2 Crawl space ventilation,location,type and size not provided or insufficient Ridge connection not identified or insufficient Crawl space access,location and size not provided or insufficient Roof-to-wall connection not identified or insufficient Wall-to-wall connection not identified or insufficient WINDOWS&DOORS Wall-to-sill connection not identified or insufficient Door sizes not identified Provide engineering data for the piers to resist gravity,lateral,shear and uplift Window size&type not identified loads,stamped and signed by a CT licensed design professional Window header size not identified or insufficient Hold-down devices,location and type not identified or insufficient Door header size not identified or insufficient Foundation anchor spacing not identified or insufficient Construction documents do not match the engineering data submitted GARAGE and CARPORTS Cold-formed steel framing shall contpli with the requirements of one of the No plan submitted or insufficient information provided following standards:AST1/.1 653:Grade 33,and 50(Class I and 3),AST.1/ A 792:Grade 33,and 50.4 :or LST.1/,-1 1003:Structural Grade 33 Type 11, Building section required and 50 Type i/ Opening protection between the garage and residence is not identified or insufficient per section R309.I Separation between the garage and the residence is not identified or insufficient per section R309.2 Detached garages shall be separated from dwellings on the same lot as required by section R309.2 with opening protection as required by section 309.1 when spaced 10 feet or less from the dwelling. ELEVATIONS No plans submitted or insufficient information Plans do not match the floor plans Finish grade not identified or does not match the site plan Building height(s)not identified Dimension height of chimney Roof pitches not identified ftvised'March 18,2014 Town of Mnntviilc • • Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 6cRQt1--OS Type of Work Occupancy Type Permit Type 0 New Construction 21 Single Family I1 Building ©Addition 0 Two-Family 0 Plumbing D Alteration fl Townhouse 0 Mechanical (� Accessory Structure 0 Electrical CRSS: Property Address: 136 Pollys Lane (Number) (Street) Nne) Job Description: Installation of a 8.8kW roof mounted solar array using 32 SolarWorld SW275 Mono modules, 32 Enphase M250-60-2LL-S22 micro inverters, and all associated electrical work. Owner: William Page Address: 136 Pollys Lane City: Uncasville 06382 892.8769 State: Zip Code: Telephone( CT 860 ) Applicant: Alteris Renewables dba RGS Energy DBA: Address: 32 Taugwonk Spur,Al2 city: Stonington state: CT Zlp Code: 06378 Telephone( 860 ) 535 3370 Contractors-Complete the Following: License Type: H I C License No.: 063527411/30/201 Fxplra m Dat,: I hereby certify that the proposed work will conform to the State Buildrng Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further agog that the proposed work is authorized by the owner in fee and that t am authorized to make application for a permit for such work as descn'bed above. ® By checking this box,I will follow the requirements of the 2005 NEC as the alternative contptiance per section E3301.2.1 of the Residential Code, instead of the electrical requirements to chapters 33 through 42 of the Residential Code. Owner/Agent Signature: Date: 1�2 a�►`� bn Yalurr! Permit Fees nuking Value: $7,000 Building Fee: $85.82 Plumbing Value: - Ptumbing Fee: Mechanical Value: Mechanical Fee: altdricsiyaw: $28,000 Electrical Fee: $343.28 Total Value: $35,000 Penally Fee. C of O Fee: Plan Review Fee: State Ed Fee: Total Fee: $429.10 Town of Montville Building Department File Receipt Date: 15-Dec-14 ReceiptNo: 10003 Received From: Real Goods Energy Job Address: 136 Pollys Lane Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $429.10 State Check: $9.10 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $35,000.00 Demolition Value: $0.00 CheckNo: 9009 Received By: Carmen Kneeland Town of Montville Building Department Customer Receipt Date: 15-Dec-14 ReceiptNo: 10003 Received From: Real Goods Energy Job Address: 136 Pollys Lane Building Dept.Fees Collected Fire Marshal Fees Collected Cash: $0.00 Cash: $0.00 Check: $429.10 Check: $0.00 Credit: $0.00 Credit: $0.00 CheckNo: 9009 Received By: Carmen Kneeland Address: 136 Pollys Lane ITEM QTY $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA Basement,Finished SF $ 41.96 $ - $ Interior Renovations SF $ 36.09 $ - $ - $ - AMENITIES Kitchen EA $ $ $ Full Bathroom EA $ $ - Half-Bathroom EA $ $ GARAGE Detached SF $ 71.53 $ - $ MECHANICAL Warm-Air n Y/N $ - Hot Water n Y/N - Electric n Y/N $ Air Conditioning n Y/N $ $ - ELECTRICAL SERVICE Upgrade Amps $ Subpanel EA $ 699.00 $ Gen Set EA $ 3,850.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 44.07 $ - Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ _ Inground Pool EA $ 31,550.00 $ - $ _ Above Ground Round EA $ 6,299.46 $ - $ _ Above Ground Oval EA $ 7,019.75 $ - $ - Pool Heater EA $ 8,984.25 $ - $ Inflatable Type Pool EA $ 1,200.00 $ - $ . SHEDS w/o electrical SF $ 25.55 $ - w/electrical SF $ 26.85 $ - $ RENOVATIONS Roofing,Overlay SF $ 3.50 $ - Roofing,Strip&reroof SF $ 4.50 $ - Roof Sheathing SF $ 1.51 $ - Siding SF $ 6.75 $ - Windows EA $ 550.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior EA $ 601.50 $ - Oil Tank,275 Gallon EA $ Oil Tank,550 Gallon EA $ MISCELLANEOUS CALCULATIONS $ 7,000.00 S 28,000.00 TOTALS $ 7,000.00 $ - $ - $ 28,000.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 7,000.00 $ 84.00 Plumbing y $ - $ Mechanical y $ - $ Electrical y $ 28,000.00 $ 336.00 Working before Permit Issuance $ Certificate of Occupancy Fee $ Plan Review Fee $ State Education Fee $ 9.10 TOTALS $ 35,000.00 $ 429.10 Figures are based on the 2006 RS Means Residential Cost Data energize Permit#[For Jurisdiction Use]: CONNECTICUT CT Standardized Solar PV Permit Application Supplement PAGE 1 OF 3 Please fill in the following information and submit ALL applicable attachments. Date: 12/2/14 General Description of Solar PV Array: 8.8kW roof mounted solar array System Size(kW DC): 8.8kW Solar PV Mounting Information Mounting Type(roof,pole,ground,other-specify): roof Mounting System Manufacturer: UniRac Product Name and Model#: SolarMount Building Information(For Roof-Mounted Systems Only) Building Type(e.g.house,shed,barn,slab): house Building Height(in feet):20' Is the building permitted? IN Yes 0 No 0 NA If no,reason: Electrical Description Size(amps)and type(phase,voltage)of electrical service: 1 OOA/ 1-Phase/ 120-240V Amperage of main breaker: 100A Will the value of main breaker change? ❑Yes El No To: Rated amperage of the bus bar in the main panel: 100A Type of interconnection(e.g. breaker-load side,supply-side interconnect): breaker-load Electrical panel location: interior If load side interconnect,will solar intertie into a subpanel? 0 Yes U No If yes, rated amperage of the subpanel bus bar? Value of breaker protecting subpanel bus bar? Attachments for application(See instructions on the next page. Example Attachments are available for download at www.energizect.com/sunrisene) I] 1.Additional Subcontractors and Information El 2.One-Line Electrical Drawing El 3.One-Line Site Plan Drawing El 4.Attachment Details(Line Drawing)* 0 5.Solar PV Module Specification Sheets From Manufacturer El 6. Inverter Specification Sheets From Manufacturer ❑ 7. Pole or Ground Mount Information(if applicable)* El 8. Structural Evaluation (if required by municipality). See page 3 for documentation requirements. ❑ 9.Additional Information for Large Solar PV Systems(as Specified by the Municipality) *NOTE:Applicants should submit either Attachment 4 for roof-mounted systems OR Attachment 7 for pole/ground- mounted systems,not both. Version 8.1.2014 RGS Glrrr+Porto,,Bright 4t WH , Property Owner Consent Form Owner: W t11;q'^ / Address: 136 P�11c Lune Town: O ncc..�.11e State: CT Zip: GC3st- Phone: &(o0 -)sy z -g; G y I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. R' /f/.'71e7/}7 Property Owner Da e 32'IaupwonkSpur.Al2.Slomnipin,(T06378 I ial.860.535.3370 i fix 413.683.2225 ill CPL-02 Rev 09/03 • STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Hartford Connecticut 06106 Attached is your Home Improvement Contractor Registration. This registration is not transferable. For questions,contact the Trade Practices Division at(86o)713-6110 or email 4cp•radgpr'actjces@ct,gov. Visit our web site to verify registrations and download applications at www.cLgqvid . 1 I {R F t STATE OF CONNECTICUT i /)i r tk11/1i,A7 OF (0,A'Sl'.1JL/?PRO"l'i_Y i/O\ f HOME IMPROVEMENT CONTRACTOR ALTERIS RENEWABLES INC ALTERIS RENEWABLES INC 833 W SOUTH BOULDEK RD 833 W SOUTH BOULDER RD LOUISVILLE,CO 80027-2400 LOUISVILLE,CO 80027-2400 ( R E._.1 AGY HIC.0635274 1,2/01/2013.,.,;1 11/30/2011 SIGNED /'`:;\,/" \/'�7::N,,/.•-�."'v�. \/-7- tel -► . w ♦ - . ♦ mak4,,_*, „ IW �. 4„...i•' 'r' .. =._1.x'_.;_A, Ar IL*,_ �!'_k .. _ _ -Ai* .. >t'?'� ,.` . a \ • STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION t•At . 1A ' Be it known that A ? i ,,� AL'I'ERIS RENEWABLES INC ' � ' 'i 833 W SOUTH BOULDER RD �` LOUISVILLE, CO $0027-2400 ,a �' , _ ti., by A t : 1 is certified the De a , erte-of y:, er lotection as a rc stared `'" HOME IMPROyEMENT MENT CONTRACTOR, Register , # li,I .0635274 -,t,,, ,' RGS 1:N ERGY ;� a , s ? "lf� Effective: 12/01/2013 it t Expiration: 11/30/2014 , f. William M.Rubenstein,Commissioner ' .. .. -----. __. __ .... _ _ --- .S ' M i r -• `r 45 a s 7 ,5 45 ♦ r .4 W *.r 45 4* 4Y + M i' r t * ,•' 1 * ; 1 tier * . 5 r 1 i 11/17/2014 Print Lookup Details *if State of Connecticut Lookup Detail View Name and Address Name DBA Address ALTERIS RENEWABLES INC RGS ENERGY 833 W SOUTH BOULDER RD LOUISVILLE,CO 80027-2400 Registration Information Registration# Registration Type Effective Date Expiration Date Status HIC.0635274 HOME IMPROVEMENT CONTRACTOR 12/01/2014 11/30/2015 ACTIVE Generated on: 11/17/2014 10:18:25 AM https://www.el icense.ct.gov/Lookup/Pri ntLicenseDetai Is.aspx?creel=1131347&contact=1371066 1/1 A CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) II'2015 12/30/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Lockton Companies, LLC Denver CONTACT 8110 E.Union Avenue NAME: PHONE Suite 700 (A/C.No.Ext): II FAX E-MAIL L(A/C,N L_—____... Denver CO 80237 ADDRESS: (303)414-6000 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:First Specialty Insurance Corporation 34916 INSURED Alteris Renewables, Inc. INSURER B:Zurich American Insurance Company 16535 1344665 dba Real Goods Solar INSURER C:James River Insurance Company 12203 dba RCS Energy INSURER D:Starr Indemnity&Liability Company 38318 32 Taugwonk Spur,Unit A 12 Stonington,CT 06378 INSURER E INSURER F: COVERAGES REAGOOI CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR LTR TYPE OF INSURANCE POLICY EFF POLICY EXP INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS GENERAL LIABILITY A j N N IRG200052801 1'1/2014 1/1/2015 EACH OCCURRENCE $ 1-000.000 DAMAGE X COMMERCIAL GENERAL LIABILITY PREMISETOS(Ea occurrence) $ 50,000 CLAIMS-MADE (J{ (OCCUR MED EXP(Any one person) $ XXXXXXX PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2.000.000 GENT AGGREGATE LIMIT APPLIES PERS PRODUCTS-COMP/OP AGG $ 2.000.000 X PRO- '._-- LOC $ POLICY JECT B AUTOMOBILE LIABILITY N NBAP5852403 1/1/2014 1/1/2015 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ XXXXXXX X ALL NED SCHEDULED _ AUTOSOWAUTOS BODILY INJURY(Per accident) $ XXXXXXX X HIRED AUTOS NON-OWNED AUTOS (PerPRaccedeRTY DAMAGE $ XXXXXXX $ XXXXXXX (' X UMBRELLA LIAR X OCCUR N N 000557241 1/1/2014 1/1/2015 EACH OCCURRENCE $ D X EXCESS UAB 10000206091/1/201510,000,000 CLAIMS-MADE ]/]/2014 AGGREGATE $ 10,000,000 DED ',! RETENTIONS WORKERS COMPENSATION $ XXXXXXX B AND EMPLOYERS' YIN N WC STATU-WC5852405 1/1/2014 1/1/2015 X OLIM RYITS OER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N N I A E.L.EACH ACCIDENT $ I,000,000 (Mandatory in NH) If yes.describe under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 12888213 AUTHORIZED REPRESENTATIVE For Evidence Only arks f c f A�®AB g!� g®10/0 1-I, rig( ( ) The ACORD name end logo are registered marks of ACORD t1 88-2010 ACORD CORP ATION.All rights reserved Town of Montville E3uildinq Department CONSTRUCTION PERMIT APPROVAL Apolicen is responsible for obtaining all of the regulred aonrovals No permit will be issued until eft the required signatures arc obtained. 136 Pollys Lane Property Address Roof mounted solar Job Description Required Approval Department Permit Issuance Approval 111 Tax Collector Signature/date Comments: Planning & Zoning Signature/date Comments: Fire Marshal k. di4 Signature/data Comments: ❑ Health Department Required for properties with private septic or well Comments: ^r WPCA, Administrative V '► 1 � ►"1 Required for properties on sewer Signal rel date Comments: ❑ WPCA, Operations • When Requlrgrd by WIPCA Signature/date Comments: ❑ Department of Public Works litalgartightLepiortincJudos drivowpr t+rwitir c..rteir]draioasiejequircrnonts Signature/date Comments: Montville Police Department thswittozsgalizoiX ei ono end fwQa to gi its sldjntye/ Signature/date Comments: • State Dept, of Transportation t. . • _ - ,urea over 100,000 eo,fl,orr with more then 200 oartklna cpoces•Official copy of STC Certlficete of Qpeii tion required-Per Signature/date Building Deportment Review Complete Signature/dale *Oa Noy 1011 APEX Engineering www.thestructurals.com . - 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 �e`\Telephone: 408.379.2068 • apex@thestructurals.cornItS_,,.ce Thursday, October 09, 2014 5516-14 Page 10207669 R.Ward CT RGS '0 WI 11, WO ROOF Photovoltaic , �� DC Rating: 8.800 kW Page, William 'rte _ o{�� 136 Pollys s= - �� Uncasville, CT 6382 0 �;� Jurisdiction: Town of Montville MI To: Building Department, The aforementioned structure has been examined and it has been determined that the structure can support the proposed 8.800 kW PV system. We have verified the structural integrity of the roof framing and found that the installation will satisfy the structural roof framing design loading requirements of the state building codes (ASCE 7-05 based). Rafters with existing collar ties do not need to be modified. The design is based on wind speed of 115 mph, exposure C, ground snow load of 30 PSF and PV Panel of 3.32 psf. The PV attachment at 32" OC maximum, staggered has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof structure is adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, �,P 1;As'i'j./6.`„.' 4:..„.. tic,'; Ground WEEB& ;� o:��° i'FN G+ Module Clamp * x i * _ _--- Unirac Solarmount z -p No.30231 � - Rail w!L-foot %Ofr**•!9ENs.° *- '''s� Eco-Fasten %, (<6,s/ONAt ENG.`°, Green-Fasten With CP-S©-Slotted ""�+++++++,++"'�" Bracket And Aluminum Flashing EXP1R r - - - 5/16•"x 3.5"S.S- Lag Bolt ' _- — w/2.5"Minimum Penetration / : YA �s @A6 .O.G• Sealed w/Approved Sealant �'*6.ita�gts 11 i 1 SunmoduJeYpi5 SW 275 mono black ��,N•tu v eo - eA 1 ( TUV Power controlled: Tovnn.lDl.'a4) Lowest measuring tolerance in industry — - •000000 ,, 1 Every component is tested to meet 3 times IEC requirements RELIABLE O I iDesigned to withstand heavy accumulations of snow and ice wucitiAD O 5400 Pa O17 I Sunmodule Plus: Positive performance tolerance ( i •o/•s wp O 1I i R25-year linear performance warranty I and 10 year product warranty I i I NARRANTY O i ! ! 1 1 I i RI Glass with anti-reflective coating Anti Coating ireo Coo ating World-class quality •Fully-automated production lines and seamless monitoring of the process and material rosy Manned. 3 az.:M..,,°"°'a"" DVE •P�«le�k Mm.a"tx -�`^ .pew ensure the quality that the company sets as its benchmark for its sites worldwide. , • •8lt.ngsiitl^a'atan° , '-• •Power C°°we n Poaaa,•' SolarWorld Plus-Sorting SP. Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that _aukP PHOOW,,,..t�UCSTP c us o tf �� have greater than or equal to the nameplate rated power. UL 1703 25 years linear performance guarantee and extension of product warranty to 10 years CE Iso soot SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of Io taoot C 25years,a significant added value compared to the two-phase warranties common in the certified industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.* In accordance with the applicable SolarWorld Limited Warranty at purchase. www,solarworld.cI/ om/warranty /I I I I SOLARWORLD sol>trworld,com We turn sunlight into power. SunmoduIeYpi5 SW 275 mono black PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power a. 275 Wp Maximum power p md% 203.1 Wp Open circuit voltage Va 39.4 V Open circuit voltage V 35.7 V Maximum power point voltage Vmpo 31.0 V Maximum power point voltage Vm. 28.1 V Short circuit current I" 1 9.58 A Short circuit current u 7.75 A Maximum power point current IMOD 8.94A Maximum power point current 1m00 7.22 A 'STC:1000 W/ma,25•C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25°C:at 200 W/ma,100% 1)Measuring tolerance(br,„„)traceable to TUV Rheinland:+/-2%(TUV Power Controlled). (+/-2%)of the SIC efficiency(1000 W/m,)is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT Cells per module 6- 48"C 60 TCI„ 0.04% C Cell type Mono crystalline T C l Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) wc -0.30%/"C Front TC P 0.45%/'C Tempered glass(EN 12150) Operating temperature Frame Black anodized aluminum 40"C to 85"C Weight 46.7 lbs(21.2 kg) SYSTEM INTEGRATION PARAMETERS (x 1000 W/m= Maximum system voltage SC II 1000 V 800 W/m= Max.system voltage USA NEC 600 V Maximum reverse current 16 A 3 600 yy/m2 Number of bypass diodes 3 1 UL Design Loads' Two rail system 113 psf downward ' 400 W/ 64 psf upward UL Design Coads' Three rail system 170 psf downward 200 W/m= 64 psf upward IEC Design Loads` Two rail system 113 psf downward W/m2 50 psf upward 100 'Please refer to the Sunmodule installation instructions for the details associated with these load cases. Module voltage[V) V« ADDITIONAL DATA J-x4 37. (951 Power Power sorting' \ -0 Wp/+5 Wp T .I-Box 1P65 mi Module leads PV wire per UL4703 with MC4 connectors 11.33(288) Module efficiency 16.10% Fire rating(UL 790) Class C • • I Glass Low iron tempered with ARC 41.30(1050) Version 0.6(153) 65.94(1675) 2.5 frame —bottom VERSION 2.5 FRAME mounting I • Compatible with both"Top-Down" Li holes and"Bottom"mounting methods ry i ) • ,i,Grounding Locations: -4 corners of the frame -4 locations along the length of the 0 0 0 module in the extended flanges i. 1.34(34) 0 0 0 0 0 t } -_x4 x4 J__ 14.20(107)* 1,22(31) 39.41(1001) tAll units provided are imperial,SI units provided in parentheses. SolarWorld A0 reserves the right to make specification changes without notice. 5W-01-6025U5 02-2014 SOLARMOUNT Technical Datasheets ::'U N I RAC SolarMount Technical Datasheet Pub 110818-ltd V1.0 August 2011 SolarMount Module Connection Hardware 1 Bottom Up Module Clip 1 Mid Clamp 2 End Clamp 2 SolarMount Beam Connection Hardware 3 L-Foot SolarMount Beams 3 4 SolarMount Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer • Bottom Up Clip material: One of the following extruded aluminum Bottom Nut (hidden..see alloys: 6005-T5, 6105-T5, 6061-T6 t Up Clip note*) • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 lbs(14g) Beam . \ „ . Bolt • Allowable and design loads are valid when components are %.. 4 assembled with SolarMount series beams according to authorized UNIRAC documents J . • Assemble with one 1/4"-20 ASTM F593 bolt, one %%20 ASTM F594 serrated flange nut, and one '/4 flat washer `, • Use tighten ft \ Resistanceantiseize factorsand and safetyto factors10lbs areoftorque determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, w�• lbs(N) lbs(N) FS lbs (N) 0 N Tension, Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y ' Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441 ►X Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619 Dimensions specified in inches unless noted 111 • SotARMOUNT Technical Datasheets ::'1.1N I RAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D :ffa -• Bolt • Mid clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Mid la •e Nu Ultimate tensile: 38ksi, Yield: 35 ksi Clamp 1 .ti • Finish: Clear or Dark Anodized \ � • Mid clamp weight: 0.050 lbs(23g) • Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble mid clamp with one Unirac W-20 T-bolt and one '/4"-20 ASTM F594 serrated flange nut Beam Use anti-seize and tighten to 10 ft-lbs of torque A... Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance LODamoo.e Direction �M�1Mooixas Ultimate Load Factor, Load Factor, - i, lbs(N) lbs(N) FS lbs(N) 7 f Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 4 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 YA Sliding,X± 1194 (5312) 490(2179) 2.44 741 (3295) 0.620 ►X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,3020120 • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 _Y---- _--- 'oft • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized •---:::3---- r . ‘iii•-„__ End clamp weight: varies based on height: -0.058 lbs (26g) End Clamp • Allowable and design loads are valid when components are Serrated 110W assembled according to authorized UNIRAC documents Flange Nut 1 • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to 11114 • retain a module in the direction indicated Assemble with one Unirac'/4" 20 T-bolt and one '/4"-20 ASTM F594 Bea ,,,, ,,•I serrated flange nut rl,?' • Use anti-seize and tighten to 10 ft-lbs of torque \,. • Resistance factors and safety factors are determined according to \, �' part 1 section 9 of the 2005 Aluminum Y \ f Design Manual and third A /'' party test results from an IAS accredited laboratory X • Modules must be installed at least 1.5 in from either end of a beam Yi4I!, _ Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, ""r lbs(N) lbs(N) FS lbs (N) m r,u Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 Transverse, Z± 63(279) 14(61) 4.58 21 (92) 0.330 Dimensions specified in inchos—ua sts o ed Sliding, X± 142(630) 52(231) 2.72 79(349) 0.555 SOLARMOUNT Technical Datasheets :P U N I RAC SolarMount Beam Connection Hardware SolarMount L-Foot Part No. 304000C, 304000D • L-Foot material: One of the following extruded aluminum alloys:6005- _ T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear or Dark Anodized • L-Foot weight: varies based on height: —0.215 lbs(98g) ` • Allowable and design loads are valid when components are Bea !• (: ' assembled with SolarMount series beams according to authorized �� Bolt UNIRAC documents r 1 i L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593'/8"-16 hex head screw and one ''j errated ASTM F594%"serrated flange nut Flange Nu ' • Use anti-seize and tighten to 30 ft-lbs of torque • Resistance factors and safety factors are determined according to part / 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory A is-X NOTE: Loads are given for the L-Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Jr? Applied Load Average Safety Design Resistance unarm Direction Ultimate Allowable Load Factor, Load Factor, Ifitimewor t. . lbs(N) lbs(N) FS lbs(N) m Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 SOLARMOUNT Technical Datasheets :PUNIRAC SolarMount Beams Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D 310208C, 310208C-B, 310240C, 310240C-B, 310240D, 410144M, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HD Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in2 0.676 1.059 Section Modulus(X-Axis) in3 0.353 0.898 Section Modulus(Y-Axis) in3 0.113 0.221 Moment of Inertia(X-Axis) in' 0.464 1.450 Moment of Inertia(Y-Axis) in4 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR 1" HEX HEAD SCREW 5 SLOT FOR T BOLT OR 1.728al ` 1/4"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP , 2.500 BOTTOM CLIP 3.000 1.316 Ilim SLOT FOR 3" HEX BOLT SLOT FOR1.385 Lin 34" HEX BOLT .387 .750 Y X1.207 A 1.875 ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a 1111.11!" .fir — -------• '- -.1 fl ' '- \ --: ., n� : - _ ., .L -._ " , 1: ' : - ' ,. wu a.�.t -," j ,,,.......„,,,,„ .......„:,„.t......„7.;„..4„,..,,,„,„.r.. ._ . .....,. .. . .., CD R, cD ao T cn CD ro rt m � � iK D X as w -0 0 G� w j O o 5 o 0 Fir mioseseerm r c c 3 c a , 0 oo 0 T O CD O' I n I I I I I i I n � G� cn cn cn Lc) cn cn ,, CSD v u, A w r,j - m a 4 o' EcoFasten Solar® 877-859-3947 Committed to the Support of Renewable Energy o 1I o' s 1i iI i O a , ' 0 ' I 0 ii i a .1I A ! . ._ ,.., ,. , _, 411/ fill ,,,.1 f , ..._ It i • ( 1 ,, , .ff ,, , \ i i i 1CI T m m z Z o fil D 0 z m a.V)nR.dIII O _ I ( T 5 EcoFasten Solar® 877-859-3947 Committed to the Support of Renewable Energy t ii 3 a,, � i ,,I 0 O' 1 D , n g I ^ 1 o 0 8i Q c m 4n 0 oi a Z'. 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