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Roof Mounted Solar System 2015
Field Inspection Notice Town of Montville Building Department 860-848-3030 Ext. 382 Address: 75 Pires Drive Job Description: Install an 9.35kW Roof Mounted Solar System Permit Number(s) B2015-0011,E2015-0007 Permit Date: January 12,2015 Not Approved Approval INSPECTION Comments Special Date Conditions • • Roof reinforcement N/A Roof mounts 6/11/15 DJ Inverter 6/11/15 DJ Electric 6/11/15 DJ Grounding 6/11/15 DJ Panel labeling 6/11/15 DJ Final inspection and certificate of approval 6/11/15 DJ Rev.Date: 1/18/06 Page 1 d 1 Page 1 of 2 Request Detail Request Number: 2451430 Print Contractor Customer Customer Name CLARK,MICHEAL R Address 75 PIRES DR OAKDALE, CT 06370 Phone (860) 861-2629 Other Job Location Building Number 75 Street PIRES DR Town, State. Zip Code MONTVILLE/OAKDALE, CT Cross Street Job Status / Prerequisites ' Status Date Completed Interconnection Application Received I Completed 12/15/2014 Municipal Inspection Completed 6/11/2015 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 12/15/2014 Scheduled Start Date 06/16/2015 - The scheduled start date is subject to change based on work activity and weather Customer Requested Date 12/22/2014 Completion Date 06/15/2015 Meter Information Meter Number: 89429206 Meter Set Date: 06/15/2015 https://www.eversource.com/c1p/wms/requestdetail.aspx?cd wr=2451430&st rqmt=APP R... 6/16/2015 Page 2 of 2 Job Information Service Type Dist Resources Cat 1 Interconnection General Remark Customer is the primary contact Meter Number 884994072 Pole Number PAD 3270 Circuit Number 1Q01 Requested Date 12/22/2014 Work Required Code Cat1 < 10KW No Witness Test Customer Type Residential Inspector Remark 06/11/2015- 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) UnApprove Id Fail L�Add Remarks BACK https://www.eversource.com/c1p/wms/requestdetail.aspx?cd wr=2451430&st_rgmt=APPR... 6/16/2015 / STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION ELECTRICAL UNLIMITED CONTRACTOR BRADLEY K LAURIE 48 TOLLAND RD BRISTOL,CT 06010-3825 LIC./REG NO. EFFECTIVE EXPIRES0/30/2015 ELC.0195586- 1 10/01/2014 "mow----`__i /i SIGNED . __,.._ --.- { A /Uncasville/Montville Building Department: 310 Norwich-New London Turnpike, Uncasville, CT -Clark, Michael—75 Pires Drive, Montville, CT 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: B_2tJ 0011 Date: i2-Joa 15_Map/Lot:Q39J045_L)00_ Owner ID: 5527000 Project Location: 75 PI RES DRIVE Unit: Job Description: _Install an 9_351M Roo_fIMounted SoJ_ar_System�_ Owner Nam Micb_ael and Meliss_a_Clotk _ Tenant Name_NIP, Careof: 75 Pirps Drive _Oakdale _ _CT _06320- _ Telephone: (86n1848-8 8b$ Applicant Name Ateris enewcibles _ Telephone: _01 53& 370 DBA:1?G,S_F_nf'rnv Lic/Reg Type C Lic/Reg N 635274 _3_2_T_au_a_wonk_Sour•Al2 Exp Date: 3Q--Vov-15 Staninaton SL 06378- Coosfo.rction Vnluc Permit EaAs____ _ ._ Conctriinfirm-Infnrmntinn Building Value: S7.000110_ Building Fee: S84,00_ Use Group: IRC Plumbing Value: 50.00 Plumbing Fee: $O.00) Code: 2005 State Building Code Mechanical Valu SQno Mechanical Fe S0 q0 Electrical Value: S?ZOOp 00_ Electrical Fee: _ 534,00_ Construction Type IRC Total Value: S34.000.00 Penalty Fee: 50,00_ Permit Code: R4 C of 0 Fee: Sf 00_ Comment Plan Review Fe State Ed Fee: MBA__ Total Fee Paid: _i S416.84__ 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 0 R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation • - of A..roval ❑ - • Occupancy Ja lldinaa OfficioI&Aooro al: -- Town.of NfontviJlc 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.: (poly--o()t 1 Type of Work Occupancy Type Permit Type ❑New Construction LZ1 Single Family IN Building 0 Addition fl Two-Family 0 Plumbing ID Alteration 0 Townhouse 0 Mechanical Accessory Structure LI Electrical CRSO: Property Address: 75 Pires Drive (Number) (Street) (Unit) Job Description: Installation of a 9.35kW roof mounted solar array using 34 SolarWorld SW275 Mono modules, 34 Enphase M250-60-2LL-S22 micro inverters, and all associated electrical work. Owner: Michael Clark Address: 75 Pires Drive City: Montville _ State: CT Zip Code: 06370 Telephone( 860 ) 848-8868 Applicant Alteris Renewables dba RGS Energy DBA: Address: 32 Taugwonk Spur,Al2 City: Stonington State: CT Zip Code: 06378 Telephone( 860 ) 535 _ 3370 Contractors-Complete the Following: License Type: H IC License No.:_ 0635274 6cpiration Date: 11/30/2015 I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further ages;that the proposed wow is authorized by the owner in fee and that t am authorized to make application for a permit kirsuch work as described above. ID 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 requirements In chapters 33 through 42 of the Residential Code. Owner/Agent Signature: /.2/.2,V// Const Permit Fees Building Value: $7,000 _ Building Fee: $85.82 Plumblrg Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: $27,000 Electrical Fee: $331.02 Total Value: $34,000 Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: $416.84 Revised August 2J.2007 Town of Montville Building Department File Receipt Date: 07-Jan-15 ReceiptNo: 10049 Received From: Real Goods Energy Tech., Inc. Job Address: 75 Pires Drive Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $416.84 State Check: $8.84 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $34,000.00 Demolition Value: $0.00 CheckNo: 8457 Received By: Carmen Kneeland CfkAteruzAn „I Address: 75 Pires Drive 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 $ - S 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/1 fireplace 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 27,000.00 TOTALS $ 7,000.00 $ - $ - $ 27,000.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 7,000.00 $ 84.00 Plumbing y $ - $ - Mechanical y $ - $ - Electrical y $ 27,000.00 $ 324.00 Working before Permit Issuance $ - Certificate of Occupancy Fee $ - Plan Review Fee $ _ State Education Fee $ 8.84 TOTALS $ 34,000.00 $ 416.84 Figures are based on the 2006 RS Means Residential Cost Data CPL-02 Rev 06/13 438669 STATE OF CONNECTICUT CORPORATION 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(860)713-6.tio or email dcp,tradepractices@ct.gov. Visit our web site to verify registrations and download applications at www.ct.gov/dcp. STATE OF CONNECTICUT PART All,V701'('ON,1'l/d!/iR PROT!i( 1101' HOME IMPROVEMENT CONTRACTOR ALTERIS RENEWABLES INC ALTERIS RENEWABLES INC 833 W SOUTH BOULDER RD 833 W SOUTH BOULDER RD LOUISVILLE,CO 80027-2400 LOUISVILLE,CO 80027-2400 RGS ENERGY LIC./RR°(f Nb. EFFECTIVE EXPIRES HIC.0635274 12/01/2014 11/30/2015 SIGNED • II �;: `; Air 11"1*11"1* _124 1� _ !kite_ * AV w Ar' � ' r iV A. 4 ♦' h' a Y' n ,1, w i a b STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION e * BC it known that , ALTERIS RENEWABLES INC I 833 W SOUTH BOULDER RD LOUISVILLE, CO 80027-2400 is certified by the Department of Consumer Protection as a registered HOME IMPROVEMENT CONTRACTORrfr Registration # HIC.0635274 { RGS ENERGY I �' Effective: 12/01/2014 K. Expiration: 11/30/2015 Wiliam M.Rubenstein,Cumrnissioner Aco® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) �.� t/v2o t 5 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 NAMEACT 8110 E.Union Avenue PHONE FAX (A/C.No Ext): _. —_._. (A/C,No): Suite 700 E-MAIL Denver CO 80237 ADDRESS:__ (303)414-6000 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:First Specialty Insurance Corporation 34916 INSURED Alteris Renewables,Inc. INSURERS:Zurich American Insurance Company 16535 1344665 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 12 INSURER E Stonington,CT 06378 INSURER F: COVERAGES REA000I 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/YYW (MM/DDIYYYY) LIMITS A GENERAL LIABILITY N N 1126200052M I 112014 I'1 '015 EACH OCCURRENCE S 1.000-000 DAMAGE TO RENTED X C MMERCIAL GENE LIABILITY PREMISES(Ea occurrence) $ 50,000 I CLAIMS-MADE IX OCCUR MED EXP(Any one person) $ 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 JECOT- LOC $ B AUTOMOBILE LIABILITY N N BAP5852403 I 12014 I'I 2015 C OMaBIINdEeDtSINGLE LIMIT $ 1.000.000 X ANY AUTO BODILY INJURY(Per person) $ XXXXXXX X ALL OWNED SCHEDULED _ _ AUTOS AUTOS BODILY INJURY(Per accident) $ XXXXXXX X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) XXXXXXX $ XXXXXXX c x UMBRELLA LIAB X OCCUR N N 000557241 1/1/2014 1/1/2015 EACH OCCURRENCE $ 10,000,000 D x EXCESSLIAB CLAIMS-MADE 1000020609 1/1/2014 1/1/2015 AGGREGATE $ 10.000.000 DED RETENTION$ $ XXXXXXX WORKERS COMPENSATION NWC STATU- OTH- B AND EMPLOYERS'LIABILITY Y/N WC5852405 1/1/2014 1'1'201 5 X TORY LIMITS ER ANY OFFICER/MEMBER EXCLUDED?PROPRIETOR/PARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,004,000 DESCRIPTION OF OPERATIONS/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. 12688213 AUTHORIZED REPRESENTATIVE For Evidence Only arcs gfr1-661,401..." ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Mc 1 88-2010 ACORD CORPATION.All rights reserved Town of Montville Buildin departtnent CONSTRUCTION PERMIT APPROVAL Applicant iszres Dorieiblefor o6tRining_all of the recllrad approvals. Noe rmit will be issued until alt the required signatures arc obtained. 75 Pires Drive Property Address Roof mounted solar Job Description Required Department Permit issuance Approval A• •royal Tax Collector (),h ( (S Signature/date Comments: Planning &Zoning �,r, ,✓, 4 ,- / f 7/!s-- Signature/date Comments: _ • Fire Marshal / 7 Signal. dat Comments: ❑ Health Department _ Required for nrol�rties with private septic or well Comments: ❑ WPCA, Administrative ` TZ_, ,/; i /1X5' e aired for ro rhes on se r Signature Comments: [] WPCA, Operations Y hen Required by WPCA Signature!date Comments: ❑ Department of Public Works Required►y>a€it Otloiect includes driven ry»vrtc or certAin drai aue reauiremcrnts Signature!date Comments: ❑ Montville Police Department Required for all permits EXCEPT one and two family residential Signature!date Comments: ❑ State Dept. of Transportation Etequired for SruCtures over 100,000 sq.ft.or with more than 200 parldnet tcp ces•Official copy of STC Certificate of Operation required-per CGS fd$11 Signature/date Building Department Review Complete Signature/date 3itvtsed9ifrty 23,201) energize s. CT Permit# [For Jurisdiction Use]: CONNECTICUT PAGE 1 OF 3 CT Standardized Solar PV Permit Application Supplement Please fill in the following information and submit ALL applicable attachments. Date: 12/22/14 General Description of Solar PV Array: 9.35kW roof mounted solar array System Size(kW DC): 9.35kW 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): 15' Is the building permitted? IN Yes ❑ No El NA If no, reason: Electrical Description Size(amps)and type(phase,voltage)of electrical service: 200A/ 1-Phase/ 120-240V Amperage of main breaker:200A Will the value of main breaker change? ❑Yes ❑� No To: Rated amperage of the bus bar in the main panel:200A 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 ® 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) ❑� 1.Additional Subcontractors and Information ❑ 2.One-Line Electrical Drawing El 3. One-Line Site Plan Drawing El 4.Attachment Details(Line Drawing)* El 5. Solar PV Module Specification Sheets From Manufacturer ❑� 6. Inverter Specification Sheets From Manufacturer ❑ 7. Pole or Ground Mount Information (if applicable)* ❑ 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 A. ,_ , Property Owner Consent Form Owner: 1 ' 'c.ti e1 ', Mei%SSu Clark. Address: pl. a. 7s P,re D Town: mu01.0,0k' State: Zip: 06 3-30 Phone: S - ssn�s� I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. __Ap Property Owner Date ._ iaticmanl. Si.min_tom.!.'1 i.04,-7 to Ni.p.5:?i..3711 Ir•..I I'.+:- APEX Engineering www.thestructurals.com 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 �V Telephone. 408.379.2068 • apex@thestructurals.corn Pico Wednesday, December 03, 2014 5590-14 Clark 10210080 R.Ward CT RGS • ROOF 11111mmuut- _�,+ DC Rating: 9.350 kW �,������ Clark, Michael � 75 Pires Dr lii 111 Montville, CT 6370 INN _ Jurisdiction: Town of Montville To: Building Department, The aforementioned structure has been examined and it has been determined that the roof rafters can support the proposed 9.350 kW PV system. We have verified the structural integrity and found that the installation will satisfy the structural requirements of governing state building (ASCE 7-05 based). The design is based on wind speed of 115 mph, exposure B, snow load of 30 PSF (not reduced) and PV Panel of 3.34 psf. The PV attachment at 48" OC maximum, staggered has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof rafters are adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, "��,,uu� , %%% of.CONN,0'' �•`,`tt, ....•... ? '. _- Ground WEEB& �AQ,'Ops J. yq��/CG6 Module Clamp Unirac Solarmount * ._v.� * a Rail w/L-foot -� No.30231 Eco-Fasten y '•Z •• � Green-Fasten With CP-SQ-Slotted ..,�• TSR+•N" �.` Bracket And Aluminum Flashing MHALE, I H' 5116':x 3.5"S.S.Lag Bolt w!2.5'Minimum Penetration XPI'ES 1/.1/2015etiAv 0.G. _ Sealed wl Approved Sealant APEX Engineering www.thestructurals.com 6- 281 East Hamilton Avenue • Suite 5 • Campbell • CA • 95008-0232 4(41 Telephone:408.379.2068• apex@thestructurals.com `C sae Wednesday, December 03, 2014 5590-14 Clark 10210080 R.Ward CT RGS • ROOF Photovoltaic It 'i �- DC Rating: 9.350 kW MOM Clark, Michael ■� . 75 Pires Dr III ,ii Montville, CT 6370 I Jurisdiction: Town of Montville To: Building Department, The aforementioned structure has been examined and it has been determined that the roof rafters can support the proposed 9.350 kW PV system. We have verified the structural integrity and found that the installation will satisfy the structural requirements of governing state building (ASCE 7-05 based). The design is based on wind speed of 115 mph, exposure B, snow load of 30 PSF (not reduced) and PV Panel of 3.34 psf. The PV attachment at 48" OC maximum, staggered has been approved by APEX Engineering. The photovoltaic system and the mounting assembly comply with the loading requirements. The roof rafters are adequate to support self-weight of roof, PV panels and snow loading conditions and wind pressures. Sincerely, �,avnrr r+ur+n,. Ground WEEB& . .t ? Q, •.O�pS J. yqT CG,. Module Clamp �� r ��' Unirac Solarmount # # a Rail w!L-foot z F:77 No.30231 ct. Eco-Fasten '.90,'• 44/S. Green-Fasten With CP-SQ-Slotted Bracket And Aluminum Flashing 17 Al:" nnrr • - 5t16'x 3.5"S.S.Lag Bolt XPIRES 1/. /2015 G w!2.5'Minimum Penetration �6 p. Sealed w!Approved Sealant SunmoduIe,Ypi5 SW 275 mono black u= TUV Power controlled: ` IZ.TUVRneinland Lowest measuring tolerance in industry /O•000002pf�^` iiiI I , � Every component is tested to meet ( 3 times IEC requirements • RELIABLE ° I - 3 1 Designed to withstand heavy ; accumulations of snow and ice MAO LOAD WO Pa ° • OSunmodule Plus: • Positive performance tolerance -OM Wp° i • 25-year linear performance warranty and 10-year product warranty I WARRANTY° 4 Glass with anti reflective coating - --- __ , - Anti Reflective° _ Coaling World-class quality ,�° •ao.maa.IPC.erns 3 a .,:moms reat.t.n�. Fully-automated production lines and seamless monitoring of the process and material •Per., Too �e=• Per •P..waln,n.wmon _ Per.. - •BlewinR a.M resistant 5 •Power Cdnrolled ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting IP.� PFAWPMnwfaSFr: SP Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules that SGS ruTowL.nsreooua c us have greater than or equal to the nameplate rated power. UL 1703 25 years linear performance guarantee and extension of product warranty to 10 yearsIso 9001 ( Iso 14001 SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of ` Certified 25 years,a significant added value compared to the two-phase warranties common in the industry.In addition,SolarWorld is offering a product warranty,which has been extended to 10 years.' 'in accordance with the applicable SolarWorid Limited Warranty at purchase. www.solarworld.com/warranty SOLARWORLD \....../ solarworld.com We turn sunlight into power. SunmoduIe7pi5 SW 275 mono black PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)" PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power Pm 275 Wp Maximum power Pmaa 203.1 Wp Open circuit voltage V 39.4 V Open circuit voltage V„ 35.7 V Maximum power point voltage V, 31.0 V Maximum power point voltage V,,,vv 28.1 V Short circuit current I 9.58 A Short circuit current I„ 7.75 A Maximum power point current In,. 8.94A Maximum power point current C. 7.22 A •STC 1000 W/m',25'C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25•C.at 200 W/m',100% 1)Measuring tolerance(P„,)traceable to TUV Rheinland:+/-2%(TUV Power Controlled). (+/-2%)of the SIC efficiency(1000 W/m2)is achieved. COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 48°C Cell type Mono crystalline TC I. 0.04%/"C Cell dimensions 6.14 in x 6.14 in(156 mm x 156 mm) Tc. -0.30%/°C Front Tempered glass(EN 12150) TCP„,,,,, -0.45%/°C Frame Black anodized aluminum Operating temperature -40°C to 85°C Weight 46.7 lbs(21.2 kg) SYSTEM INTEGRATION PARAMETERS I„ 1000 W/m2 Maximum system voltage SC II 1000 V Max.system voltage USA NEC 600 V 800 W/m2 Maximum reverse current 16 A 600 W/m2 Number of bypass diodes 3 -"NM 3 400 W/m UL Design Loads" Two rail system 113 psf downward 64 psf upward `\ UL Design Loads" Three rail system 170 psf downward i �\ 64 psf upward 200 W/mz \ 113 psf downward /m Z \ IEC Design Loads" Two rail system 50 psf upward 100W 'Please refer to the Sunmodule installation instructions for the details associated with these load cases. Module voltage(v) V. ADDITIONAL DATA � x4 •. 37.44(951) Power sorting' -0Wp/+5Wp \•c .1-Box IP65 I I Module leads PV wire per UL4703 with MC4 connectors 11.33(288) Module efficiency 16.10% Fire rating(UL 790) Class C T Glass Low iron tempered with ARC 41.30(1050) Version 0.6(15.3) 2.5 frame 65.94(1675) -bottom VERSION 2.5 FRAME mounting I • Compatible with both"Top-Down" -o t holes mand"Bottom"mounting methods r • Grounding Locations: 4 corners of the frame -4 locations along the length of the module in the extended flanget • O o • 1 nr 1.34(34) , 0001 o I-x 4 r 1 i 4.20(107)t - 1.22(31) 39.41(1001) 5All units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6025US 02-2014 SOLARMOUNT Technicaldi Datasheets ' U N I RAC' OUP COMPANY 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 3 SolarMount Beams 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..s a alloys: 6005-T5, 6105-T5, 6061-T6 ,i Up Clip no • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized ,,LA • Bottom Up Clip weight: —0.031 lbs (14g) Beam • Bolt • Allowable and design loads are valid when components are ,.: �+ . = assembled with SolarMount series beams according to authorized UNIRAC documents ,/� • Assemble with one 1/4"-20 ASTM F593 bolt, one W-20 ASTM F594 lserrated flange nut, and one 1/4"flat washer Use anti-seize and tighten to 10 ftlbs of torque r.l' ''',., • 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 • 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, j .& . 4 lbs(N) lbs(N) FS lbs(N) 0 1:' 4 Tension,Y+ 1566(6967) 686 (3052) 2.28 1038(4615) 0.662 1 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 Ill SOIARMOUNT Technical Datasheets ::' UNI RAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 302105D,302106D Bolt • Mid clamp material: One of the following extruded aluminum Mid alloys: 6005-T5, 6105-T5, 6061-T6 la •= Nu • Ultimate tensile: 38ksi, Yield: 35 ksi Clamp `N • 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'/4"-20 T-bolt and one 1/1%20 - ASTM F594 serrated flange nut Beam 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 Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1oBDIsT.ncc — 4. Direction Ultimate Load Factor, Load Factor, BETWEEN FIOOlAES , lbs(N) lbs(N) FS lbs(N) m IIITension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y A _ . 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,302012C • End clamp material: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 ���� :oft • Ultimate tensile: 38ksi, Yield: 35 ksi i,, • Finish: Clear or Dark Anodized �s • End clamp weight: varies based on height: -0.058 lbs (26g) end Clamp • Allowable and design loads are valid when components are Serrated 1110111' assembled according to authorized UNIRAC documents Flange Nut • Values represent the allowable and design load capacity of a single end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/4"-20 T-bolt and one '/4"-20 ASTM F594 Bea•. `� serrated flange nut ‘ :' ,./� ( • Use anti-seize and tighten to 10 ft-lbs of torque � 1 • Resistance factors and safety factors are determined according to f part 1 section 9 of the 2005 Aluminum Design Manual and third- Y i party test results from an IAS accredited laboratory A • Modules must be installed at least 1.5 in from either end of a beam ►X 1., Applied Load Average Allowable Safety Design Resistance M`ti.PIu Direction Ultimate Load Factor, Loads Factor, 4 ----- lbs (N) lbs(N) FS lbs(N) m WPM wmf Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 •aoixe 1 '"'C"E" Transverse,Z± 63 (279) 14(61) 4.58 21 (92) 0.330 r Dimensions specified in i ___- -_ _n_ Sliding, X± 142(630) 52(231) 2.72 79(349) 0.555 SOLARMOUNT Technical Datasheets 1:11U N I RAC UP COMPANY 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 L-Foot • For the beam to L-Foot connection: - •Assemble with one ASTM F593'/8-16 hex head screw and one errated / ASTM F594%"serrated flange nut v 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 NOTE: Loads are given for the L-Foot to beam connection only; be X sure to check load limits for standoff, lag screw, or other attachment method &a Applied Load Average Safety Design Resistance Direction Ultimate Allowable Load Factor, Load Factor, lbs(N) lbs(N) FS lbs(N) CD :o� 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 a SOLARMOUNT Technical Datasheets :P U N I RAC UP COMPANY 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 SLOT FOR T-BOLT OR 1'728 1/4" HEX HEAD SCREW I"HEX HEAD SCREW 2X SLOT FOR SLOT FOR BOTTOM CLIP ill 2.500 BOTTOM CLIP iiir 3.000 1.316 Pi' SLOT FOR ' 3/8" HEX BOLT SLOT FOR 1.385 LEN 3/8" HEX BOLTji. 1 .387 .750 0.1 1.207 Y Y 1.875 A A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 4 . . i i ,-.1. /‘ ,.:4 er,t. .--%,.A . -')44:li / siolz.:"..,1.. -,,,,..t,. ,•, / 7 1 / / :: 1.Ai litp..i fo,•.,...s.°•••,,,rtik.-4; / 7 y r.,;:4;,,k4f,,,,,In.,„,,, ...,„,4 4,,i,,::••• 1,.2.A:', ,N;._::'`k ...., (\, \ 4,,, 4.77L.: r:P•t'-'1W...,t$41At''''' '-i?S'ArZe..:::fle, \ .;01 ,.-.4 4..i:-1:e.,ittal .k.4.*:-1::•p-',.,,,,.'•$. ,.,,, if ..,\ - •— „V•P`,00 .4)''..v'''.4 ''4'''4'' 2:40 41.70k3P,Or ,y....tt.„,,,, • ., . , ... . . -•;.• r ,...,:'•::.414044„,.1 oN.:-.A.V14,1 ...?•:-...,...,,,.;:?%t ,, r . - - - ',,,orAill,41,; ..°"/ • . , .. , . .. • ..,..,...y --is . , (D. . , ..... • • , CD - - • = . . . . . .. n 0 rri ] . . . 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