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Roof Mounted Solar System 2014
Field Inspection Notice Town of Montville Building Department 860-848-3030 Ext.382 Address: 376 Raymond Hill Road Job Description: Install an 7.7kW Roof Mounted Solar System Permit Number(s) B2014-0430,E2014-0263 Permit Date: October 22,2014 Not Approved Approval INSPECTION Date: Comments Special Date Conditions Roof mounts 1/7/15 DJ Inverter 1/7/15 DJ Electric • 1/7/15 DJ • • 1/7/15 DJ Final inspection and • 1/7/15 DJ certificate of approval • Rev.Date: 1/18/06 Page 1 of 1 Connecticut Light& Power : Work Management System Page 1 of 2 INSPECTOR APPROVED REQUESTS Please select a town from the drop-down menu below: Towns: MONTVILLE vi SEARCH Request Date Lot Ada Street Status Job Type ARproved ri Nfl Elec Svc New ❑ 2374765 1/9/2015 303 FITCH HILL RD APPROVED Com/Ind DESG (DN) Dist Resources ❑ 2418568 12/15/2014 187 FORSYTH RD APPROVED Cat 1 Interconnection RAYMOND Dist Resources ❑ 2428957 1/9/2015 376 HILL RD APPROVED Cat 1 Interconnection Elec Svc New ❑ 2430835 12/24/2014 125 DEPOT RD APPROVED Com/Ind DESG (DN) Elec Svc Existing ❑ 2434284 12/15/2014 0 27 FLORIDA DR APPROVED Residential OH NOND-CT (DV) Elec Svc New ❑ 2441550 12/31/2014 604 FIRE ST APPROVED Residential DESG(DN) Elec Svc COTTONWOOD Existing ❑ 2442797 12/15/2014 37LN APPROVED Residential OH NOND-CT (DV) Meter Work ❑ 2446619 1/5/2015 290 MAPLE AVE APPROVED Only-NOND (CT) HOLLY HILL Meter Work ❑ 2447168 12/15/2014 104 DR APPROVED Only-NOND (CT) Elec Svc New ❑ 2452570 1/5/2015 9 DAVID DR APPROVED Residential UG NOND-CT (DV) Meter Work ❑ 2453243 1/6/2015 93 LATHROP RD APPROVED Only-NOND (CT) BROOK BEND Meter Work ❑ 2453907 12/29/2014 6LN APPROVED Only-NOND (CT) Elec Svc ❑ 2454886 1/5/2015 139 LAKE DR E APPROVED Existing Residential DESG(DN) Dist Resources ❑ 2455739 1/7/2015 44 JOY LN APPROVED Cat 1 Interconnection J Fail UnAoorove https://www.cl-p.com/wms/Inspector/inspectorapprovals.aspx?nl=insptrkrgst&a=1 1/9/2015 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:F2014-02&3 Date: 29-Oct-14 Map/Lot: 032/007-000 Owner ID: 5833000 Project Location: 376 RAYMOND HILL ROAD Unit: Job Description: Electrical for 7.7kW R2of Mounted$o)arJislem Owner Nam Leland W and Juliet L Boltz Tenant Name N/A Careof: 376 Ravmnnd Hill Rood lincasville CT _06382- Telephone: (8601848-7476 Applicant Name Alteris Rene ahles Telephone: (8601535-3370 DBA: RGS Fnerov Lic/Reg Type Fl Lic/Reg N 192724 32 Tauawonk Sour Al2 Exp Date: 30�Sea-15 Stoninoton CT 06378- r'nnetn,rfieln VAIIua eariit gee Cnnetnjrtinn Informntinn Building Value: 50.00 Building Fee: S0.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $f. Code: 2005 State Building Code Mechanical Valu 50.00 Mechanical Fe 50.00 Electrical Value: S0.00 Electrical Fee: 511,Q0_ Construction Type IRC Total Value: $0,110 Penalty Fee: SOHO Permit Code: R5 C of 0 Fee: SO.00 Comment Plan Review Fe SO on_ Fees Included with Building Permit State Ed Fee: $11.21_ Total Fee Paid: So 00 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business clays 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: O ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION RE'UIRED UPON COMPLETION ❑ Insulation ❑ Ce, •te;i occupancy Building OfficiaPS Annrov• . Town of Mtlntvc • Bulging Department 310 Norwich-New London Tplca. Tel.860-848-3030, Ext 382 Uncasville, CT 06382 Fax.860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.:e°' 0,`1"-• -- . .1 ■ New • , ion ►: Sbple Family Building w Addition TWo-Fsmity Plumbing 74 Alteration ■ Townhouse ®Mechanical ■ Accessory Structure Eklctrical CRS�R Property Address: _ 376 Raymond_Hill Road • (Number) (Street) (Unit) Job Description: Installation of a 7.7kW roof mounted solar array using 28 SolarWorld SW275 Mono modules,28 Enphase M250-60-2LL-S22 micro inverters,and all associated electrical work. Owner Lee&Julie Boltz A 376 Raymond Hill Road City: Uncasville age: CT zip coder 06370 To ho ( 860 848-7476 Applicant Eugene Plunkett • DBA: • A 32 Taugwonk Spur,Al2 City: Stonington State CT 23P Code: 06378 Telephone( 860 ) 535 3370 Contractors-Complete the Following: Ucense lyriec ELC License� 0192724 Boragon pat 9/30/2015 I hereby certify that the proposed wont wI1 conform to the State Meng Code and all other codes as adopted by the State of Connecticut and the Town of Montville opal hi�� aneoosed worlds aathodsed by the owner ht fee end teat l } iorized telltale aoolkab�on for a my"ter such nn►h as above DI By checking this box,I via lagoon the*temente of A.- NEC as the siernahle convince per section E3301.2.1 of the Residential Code, instead of the electrical - -. , M napkin;33 i • the Rssidendei Coca. • __.Owner/Agent Signaturee 0 r pate: o I contction Value Ferrel Balding Value: $6,000 Building Fee: Plumbing Value: _ Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: $25,000 Electrical Fee: Total Value: $31,000 Penalty Fee: C of 0 Fee: Pian Review Fee: • State Ed Fee: • Total Fee: suam.d 2s,aanr 41249,i STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue ♦ Hartford Connecticut 06106 Attached is your license. Such license shall be 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 dcp.occupationalprofessional@ct.gov. STATE OF CONNECTICUT 1)1CP ill'/',III v r(I1 (OVS1:11E11 1'ROtE( 110\ 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._. ._. or - '1. — - v, r l 1. 'S n h • 5• ,,:::::3,'':;.;:.;;;I ,t Wi 6' _ _�,r _4 b _.'y b *f_l 'tile -•1.b • b 'y./!' A fr A p`_A,h _4r 'L.*` 4 * * *Jo -"�*' ', r _tifi ,., ..� _ .� h Ij STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION �' I Be it known that `' X I EUGENE M PLUNKETT �. 114 CLARENCE STREET ,r, .e CRANSTON, RI 02910-3414 i. : $ { I - i has been certified by the Department of Consumer Protection as a licensed I ELECTRICAL UNLIMITED CONTRACTOR -• License #ELC.0192724-E1 :'‘ a Effective: 10/01/2014 Ii r Expiration: 09/30/2015 -,itiO William M.Rubenstein,Commissioner j ;ii 3'. s s yl . ;I r ., .''''':::1S,.$' 4 .i • �.• 11 .,''/t.. ., �'• : y '�y1 1 g1 '\ ',t .. ,r}YL. '.M ,i d�*R•/ AcG CERTIFICATE OF LIABILITY INS U RAN C E,,,,2015 DATE(MMDD/YYYY) 4 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 NAME: 8110 E.Union Avenue WC No.Ext): I FAX Nor. Suite 700 E-MAIL Denver CO 80237 ADDRESS: (303)414-6000 INSURER(S)AFFORDING COVERAGE NAIL# 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 RGS Energy INSURER D:Starr Indemnity&Liability Company 38318 32 Taugwonk Spur,Unit A 12 INSURER E Stonington,CT 06378 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. LTR TYPE OF INSURANCE INNSSR SUBR POLICY NUMBER (MMMILDDY/YYYY) (MM/DINYYYPY) LIMITS A GENERAL LIABILITY N N 1RG200052801 1/1/2014 1/1/2015 EACH OCCURRENCE $ 1-000,000 X C9MMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea occurrence) $ 50,000 CLAIMS-MADE 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 !I'M- LOC B AUTOMOBILE LIABILITY N N BAP5852403 1/1/2014 1/1/2015 (Eaa deDt;INGLELIMIT $ 1.000.000 X ANY AUTO BODILY INJURY(Per person) $ XXXXXXX X ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ XX:XXXXX X HIRED AUTOS y 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 EXCESS LIAB CLAIMS-MADE 1000020609 1/1/2014 1/1/2015 AGGREGATE $ 10.000.000 DED RETENTION$ $ XXXXXXX WORKERS COMPENSATION WC STATU- OTH- B AND EMPLOYERS'LIABILITY YIN N W C5852405 1/1/2014 1/1/2015 X TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1.000.000 OFFICER/MEMBER EXCLUDED? n N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1.000,000 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. 12688213 AUTHORIZED REPRESENTATIVE For Evidence Only (, atkjI"l, t�./ ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD )1 88-2010 ACORD CORP TION.All rights reserved ,, r Enphase®Microinverters Enphase® M250 ,,,,,,..„,,,,.,, 1 I . . _„ .,..„,,,,, s,„,,,,„„,,,,„ _,, ,„,., „,,,,..„.„:„,,,, , , . .,„,,,k,„ ,. .,..„..,...,,,,,, ,‘„,,,,,,,,,,,„,,,,,,,:„....„:„..__ , , ,, ,. ,-, [el en r , ID offimiti 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 Eel e ®ENERGY C US En phase®M250 Microinverter//DATA INPUT DATA(DC) M250-60-2LL-S22/S23/S24 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 � � ENERGY E R G Y E N E R G Y ©2013 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. 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:3=44430 p14-0430 Date: 22-Oct-14 Map/Lot: g32/M7-f10n Owner ID: 5833000 Project Location: 376 RAYMOND HILL ROAD Unit: Job Description: Install an 7JkW Roof�Qgunted_SolaLSy_sfem — Owner Nam Leland W and Juliet L Boltz Tenant Name N/A Careof: 376 Raymond Hill Rood llncasville CT 06382- Telephone: (860)848-7476 Applicant Name _ - • r o.- .:. - Telephone: 1860153 .13711._ DBA: RGS Fnerov Lic/Reg Type HIC Lic/Reg N 635274 32 Tcnlawonk Saur.Al2 Exp Date: 30-Nov-14 Stoninoton CT 06378- (r ncfn i�tinn nh�u P_�r it FgQt Constaintion Infonnntinn Building Value: $6.000.00 Building Fee: S72.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: SlJOIZ Code: 2005 State Building Code Mechanical Valu 50.00 Mechanical Fe $0.0 Electrical Value: $25.000.00 Electrical Fee: $300 00 Construction Type IRC Total Value: S31.00_0_011_ Penalty Fee: $1300 Permit Code: R4 C of 0 Fee: mon Comment Plan Review Fe S1100_ State Ed Fee: S8.06 Total Fee Paid: S380.06 It shall be the owners repsonsibility to schedule the followina 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 ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTIO. REQUIRED UPON COMPLETION ❑ Insulation - =I • - of •pproval ❑ '- • • of Occupancy Jauildina Officia s Annrnval: ` Towed,ofMontyllc Maktinitandmitot 310 Norwich-New London Tpke. Tel.880.848-3030, Ext 382 Uncasville, CT 08382 Fax.860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.:oopli-v-d-t30 P... .J ll' . t • .tilt L & '. +2 -Sin&Fenny pj amine 74 Alteration ■ Townhouse ©©Mechanical ■ Accessory Structure Electrical CRS# Property Address: ___ __376 Raymond Hill Road . (Number) Nni) Job Description: Installation of a 7.7kW roof mounted solar array using 28 SolarWorid SW275 Mono modules,28 Enphase M250-60-2LL-S22 micro inverters,and all associated electrical work. • Owner: Lee&Julie Boltz Address: 376 Raymond Hill Road pity: Uncasville gee. CT zip Cha 06370 Telephone( 860 848-7476 ,..,..... _ .._ .. Applicant Alteris Renewables dba RGS Energy DBA: Adtln 32 Taugwonk Spur,Al2 c*y Stonington CT 23pCoda 06378 Telephone 8r. 60 _ 535 _ 3370 Contractors-Complete the Following: Ucense Type HIC Lieu Ne._ 0635274 Esiiiisiksi saw 11/30/2014 I hereby cerSY thet the proposed work trill conform to the State Burring Coda and all other codes as adopted by the State of Connection and the Town of Monlvi le ytrd furilfgr albiglifigt the wr000eed wattle authorised by the owner In fee sed that I m8 authorized!steak*apetication for a By checking Mb Dox,I will follow the nq dreme is of the 2005 NEC as the altenaltive compliance per section E3301.2.1 of the Residential Code, imbed of the electrical requitematt In dnaplwa 33 through 42 of Oa Raafdanfd Code. __. Owner/Agent Signature: (iCIA ��t .. Dabs: 0 1 Consbuction Value Pate Building Woe: $6,000 EltdIding Fee= $73.56 Plumbing Velum Plumbing Feet Mechanical Valor Mechanical Fee: meow y $25,000 Electrical Fee: $306.50 Total Varve: $31,000 Pensdly Fee CofOFee: Pan Review Fee: Stab Ed Fee: • Total Fee: $380.06 *Oaf Ai saw Town of Montville Building Department File Receipt Date: 15-Oct-14 ReceiptNo: 9800 Received From: Real Goods Energy Tech,Inc. Job Address: 376 Raymond Hill Road Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $380.06 State Check: $8.06 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $31,000.00 Demolition Value: $0.00 CheckNo: 8317 Received By: Carmen Kneeland e6ArYULJA h(LA.,,scts\cl. Address: 376 Raymond Hill Road ITEM OTY S/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 $ - Masonryw/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 Rooting,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 $ 6,000.00 $ 25,000.00 TOTALS $ 6,000.00 $ - $ - $ 25,000.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 6,000.00 $ 72.00 Plumbing y $ Mechanical Electrical y $ 25,000.00 $ 300.00 Working before Permit Issuance $ - Certificate of Occupancy Fee $ - Plan Review Fee $ - State Education Fee $ 8.06 TOTALS $ 31,000.00 $ 380.06 Figures are based on the 2006 RS Means Residential Cost Data . i RGS ENERGY Clean Power.Br'gilt aving . October 8, 2014 Town of Montville Building Department 310 Norwich-New London Tpke Uncasville,CT 06382 Hello, I have enclosed building and electrical permit applications,applicable fee and supporting documents for a residential solar installation in your town. Please let me know if anything else is required to approve our permits. Once the permits are ready please use the enclosed self-addressed stamped envelope to us. Thank you and let me know if you need anything else,iiiica„Kim Hendel Operations Specialist RGS Energy 32 Taugwonk Spur Road,Al2 Stonington CT 06378 Ph 860-535-3370 Fax 413-683-2225 kimberly.hendel@RGSenergy.com ,\12, SIuiijnl;(tm. ( 1 11O-7ti I 1c1. 8()().=1 '). -;7() I I;1y 41.i.(,6 ?' ' I RGS Property Qwner Consent Form Owner: Address: - „ Town: State: Zip: ' - - Phone: I hereby give permission to RGS Energy and their representatives to pull the required permits for a solar installation on my property. Property Othner' ) Date ...or 'Tiffd2Sql./1111.77011 14-0,4 he.41 7,{ 22 7., i If CPI.02 Rev 09/01 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)713-6t10 or email deparaSlcpract)ccs@et.goc-. Visit our web site to verify registrations and download applications atwww.ct.gov/dep. STATE OF CONNECTICUT Illil'.IRIt!IVI DI CU,ASI 111.71 I'RD'l ( /IO.A HOME IMPROVEMENT CONTRACTOR ALTERIS RENEWABI_,ES INC ALTERIS RENEWABLES INC 833 W SOt I'I'I I 80111,1-npii RD 833 W SOUTII BOULDER RD 1.0111 SV I LI E.CO 800).7-2100 I LOUISVILLE,CO 80027-2400 I R�C.REG NO. EFFECTIVEEXPIRES HIC.0635274 .„12/01/2013 ...,' f 11/30/2014 SIGNED `.., 40* , ^' ✓ / ✓ ✓ _., ✓, . . �ti 5 ..♦ w A w 1 w # w rwA w F t1 v�v l.i, *,.v •N` aol.* it, Lr �'r_ _ p _t _Iec.4...t [6' ` ;/ :` t STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION l'': :):." (. '4.' 1' *' be It known that 4 �.` ': ALTRENEWABLES INC �* �- 7 ilt41 833 W SOUT BOULDER RD ►% .4 LOUISVII.LE e(Y 00Z7- 2400 4 is ccttificd by the Departmemi-of i istlhler�Ptotection as a regtsteied 1t `, 1 HOME IMPROVE'N NT ON'T'RACTOR ('t1, T ,„ti rirI , Registra1 Th635274 G a( RGS ENERGY pi, ;; Effective: 12/01/2013 ;4jf f . I Expiration: 4 _ . ';'•,-:' (... 1 William M.Rubenstein,Commissioner is ,;› ' 4 . +r r 4—• ,t 4 4"11,- . 4 4V. 44".• 4—* q� *Y V r k A ti 4—* 4-* ,r`r _Ar V .1%. .t\r 41*- c:: AcG® CERTIFICATE OF LIABILITY INS DATE(MMIDD/YYYY) INSURANCE 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 NCONT MEACT 8110 E.Union Avenue PHONEroFAX Suite 700 (A .No.Ext): I(AIC .No): E-MAIL Denver CO 80237 ADDRESS: (303)414-6000 INSURER(S)AFFORDING COVERAGE NAIC 0 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 RGS Energy INSURER D:Starr Indemnity&Liability Company 38318 32 Taugwonk Spur,Unit A 12 INSURER E Stonington,CT 06378 INSURER F: COVERAGES REAG001 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 SUER EFF CY EXP LTR TYPE OF INSURANCE INSR, D POLICY NUMBER (MMMVLD�D ) (MMID WVD/YYYY) LIMITS A GENERAL LIABILITY N N 1RG200052801 1/1/2014 1/1/2015 EACH OCCURRENCE $ 1,000.000 X CQMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED JI PREMISES(Ea occurrence) $ 50,000 CLAIMS-MADE 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 5.ERC7 LOC $ B AUTOMOBILE LIABILITY N N BAP5852403 1/1/2014 1/1/2015 (Eaacci11Dn INGLELIMB $ 1.000.000 X ANY AUTO BODILY INJURY(Per person) $ XXXXXXX X ALL OOS NED SAAUTOWLED BODILY INJURY(Per accident) $ XXXXXXX HIRED AUTOS X NON-OWNED PROPERTY DAMAGE �-- AUTOS (Per accident) $ XXXXXXX $ XXX XXXX C x UMBRELLA LIAB X OCCUR N N 000557241 1/1/2014 1/1/2015 EACH OCCURRENCE $ 10,000,000 D X EXCESS UAB CLAIMS-MADE 1000020609 1/1/2014 1/1/2015 AGGREGATE $ 10.000.000 DED RETENTION$ $ XXXXXXX WORKERS COMPENSATION WC STATU- OTH- B AND EMPLOYERS'LIABILRY YIN N WC5852405 1/1/2014 1/1/2015 X TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? 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 $ 1.000.000 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 ( atkS M P5 r& ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD c 1 88-2010 ACORD CORP TION.All rights reserved September 4, 2014 To: Building Department/Construction Official From: James A. Marx, Jr. P.E. Re: Engineer Statement for Boltz Residence, 376 Raymond Hill Rd., Uncasville, CT Solar Roof Installation I have verified the adequacy and structural integrity of the existing South Roof 1 (standing seam metal)-7"x 7" beam rafters at 11'-0" with 5"x7"purlins at varied spacing, with roof slope 15'-4", pitch 31 deg.; East Roof 2 (standing seam metal)-2"x 8" rafters at 16"c-c, with roof slope 20'-5", pitch 40 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the CT State Building Code—2005 & 2009/2013 Amendments. For the installation of the solar mounting; the Unirac Solarmount rails with L-foot supports and securely fastened to the roofing with S-5! S-5!-U Clamps at 32" max. sp.. The mounting system has been designed for wind speed criteria of 90 mph Exp. C and ground snow 40 psf and roof(non-reducible) snow criteria of 30 psf. All attachments are staggered amongst framing members as shown on drawing A1.0. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the CT Building Code and loading requirements of roof mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. .\N\Illil it IF 111 nr/rr� Sincerely, James A. Marx, Jr. P.E. _ * Professional Engineer - /349 • CT 17349 = , •.�' _ws-°. • 0� 09/ James A. Marx, Jr. 10 High Mountain Road Ringwood,NJ 07456 cc:RGS Energy September 4, 2014 To: Building Department/Construction Official From: James A. Marx, Jr. P.E. Re: Engineer Statement for Boltz Residence, 376 Raymond Hill Rd., Uncasville, CT Solar Roof Installation I have verified the adequacy and structural integrity of the existing South Roof 1 (standing seam metal)-7"x 7" beam rafters at 11'-0" with 5"x7"purlins at varied spacing, with roof slope 15'-4", pitch 31 deg.; East Roof 2 (standing seam metal)-2" x 8" rafters at 16" c-c, with roof slope 20'-5", pitch 40 deg.; for mounting of solar panels and their installation will satisfy the structural roof framing design-loading requirements of the CT State Building Code-2005 & 2009/2013 Amendments. For the installation of the solar mounting; the Unirac Solarmount rails with L-foot supports and securely fastened to the roofing with S-5! S-5!-U Clamps at 32" max. sp.. The mounting system has been designed for wind speed criteria of 90 mph Exp. C and ground snow 40 psf and roof(non-reducible) snow criteria of 30 psf. All attachments are staggered amongst framing members as shown on drawing A1.0. The Photovoltaic system and the mounting assemblies will comply with the applicable sections of the CT Building Code and loading requirements of roof mounted collectors. Thereby, I endorse the solar panel installation and certify this design to be structurally adequate. Sincerely, OF s ,: . James A. Marx, Jr. P.E. - • " Professional Engineer ��.�,v .. 141F CT 17349 // f James A. Marx, Jr. 10 High Mountain Road Ringwood,NJ 07456 cc:RGS Energy T TUV Power controlled: ITOVRh.mi.nd) Lowest measuring tolerance in industry ,O 000001,31 milEvery component is tested to meet 3 times IEC requirements RELIABIk O Designed to withstand heavy .........i accumulations of snow and ice MAIL L0e0 0 5600 Ea NESunmodule Plus: Positive performance tolerance o!+c Wp 0 25-year linear performance warranty and 10-year product warranty AAR;AVP 0 LillGlass with anti-reflective coating World-class quality '::::,t,:::::::':,73. a •A wle efl,e.n. Full automatedproduction lines and seamless monitoringof theprocess and material v • Ae Y D E •PwloAk Imps* 0°wt Periodic•PeriodicInspect. r Blowin.eeaM nslsYnt —? Povw ControllW ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting C"\�BwBMANCE�SF SP® Plus-Sorting guarantees highest system efficiency.,SolarWorld only delivers modules that -- 7 t ,,,-, 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 years ( Iso 8001 Iso 14001 SolarWorld guarantees a maximum performance degression of 0.7%p.a.in the course of Certified 25years,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 SolarWorld Limited Warranty at purchase. www.solarworld com/warranty SOLARWORLD solarworld.com We turn sunlight into power. SunmoduleYPlus SW 275 mono black . ............. .. .. ..... . . ... . .... .. . . PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)* PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power Pura 275 Wp Maximum power Prr. 2031 Wp Open circuit voltage V 39.4 V Open circuit voltage V0, 35.7 V Maximum power point voltage V,. 31.0 V Maximum power point voltage Vmpp 28.1 V Short circuit current l,c 9.58 A Short circuit current Isc 7.75 A Maximum power point current Iwo 8.94A Maximum power point current I 7.22 A 'STC:1000 W/mJ,25'C,AM 1.5 Minor reduction in efficiency under partial load conditions at 25°C:at 200 W/m',100% 1)Measuring tolerance(L)traceable to TUV Rheinland:+/-2%(TUV Power Controlled). (+/-2%)of the STC efficiency(1000 W/m')is achieved. THERMAL CHARACTERISTICS COMPONENT MATERIALS NOCT Cells per module 60 48°C Cell te TCI 0.04%/°C Mono Mono crystalline Cell dimensions TC 6.14 in x 6.14 in(156 mm x 156 mm) vo -0.30%PC Front Tempered glass(EN 12150) TC P„,,,,, -0.45%/°C Frame Black anodized aluminum Operating temperature -40°C to 85°C Weight 46.7 lbs(21.2 kg) SYSTEM INTEGRATION PARAMETERS Ix l 1000 W/m: Maximum system voltage SC ll 1000 V 800 W/m, Max.system voltage USA NEC 600 V I Maximum reverse current 16 A i. V 600W/m� Number of bypass diodes 3 z -____ UL Design Loads' Two rail system 113 psf downward d 400 W/m, 64 psf upward S Ii \ UL Design Loads' Three rail system 170 psf downward z 64 psf upward 200 W/m IEC Design nLoads` Two rail system 113 psf downward t 100 W/m' 50 psf upward 'Please refer to the Sunmodule installation instructions for the details associated with - - these load cases. Module voltage(V] Va ADDITIONAL DATA —±—x4 if 37.44(951) Power sorting' OWp/+5Wp - I-Box 1P65 MI 1T Module leads PV wire per 1114703 with MC4 connectors 11.33(288) Module efficiency 16.10% Fire rating(UL 790) Class C • r Gloss Low iron tempered with ARC 4130(1050) Version 0.6(153) 2.5 frame 65.94(1675) —bottomVERSION 2.5 FRAME mounting H.1 • Compatible with both"Top-Down" holes - and"Bottom"mounting methods • ry • ♦Grounding Locations: — ) -4 corners of the frame -4 locations along the length of the 0 0 0 module in the extended flanget 134(3a) I 0 0 0 0 0 t 1 x 4 4.20(107)f 1.22(31) I 39.41(1001) 1A11 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 Technical Datasheets :P 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 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 of (hidden...:.- alloys: 6005-T5, 6105-T5, 6061-T6 ! Up Clip • Ultimate tensile: 38ksi,Yield: 35 ksi • Finish: Clear Anodized - • Bottom Up Clip weight: —0.031 lbs(14g) Beam IS Bolt Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one%"-20 ASTM F593 bolt, one%%20 ASTM F594 serrated flange nut, and one'/,"flat washer • 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 • 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, .. + lbs(N) lbs(N) FS lbs(N) 0 1ru � Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y ; li 100Transverse,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 a SOLARMOUNT Technical Datasheets ::'UNI RAC SolarMount Mid Clamp Part No.302101C,302101D,302103C,302104D, 3021050,302106D Bolt Mid clamp material: One of the following extruded aluminum Mid la ._. alloys: 6005-15, 6105-T5, 6061-T6 Clamp; It • Ultimate tensile: 38ksi,Yield: 35 ksi 000010 ® 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%"-20 T-bolt and one 1/4%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 Imam maws t 00 oisi'mc! - Direction Ultimate Load Factor, Load Factor, - 1- _ _ lbs(N) lbs(N) FS lbs(N) m t j Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 i .,1 Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 Y Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620 v.X Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,3020020,302003C, 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 • • Ultimate tensile: 38ksi, Yield: 35 ksi -'' • Finish: Clear or Dark Anodized 1 • End clamp weight:varies based on height: —0.058 lbs(26g) d Clamp • Allowable and design loads are valid when components are Serrated re- assembled according to authorized UNIRAC documents Flange Nut 44%4\ 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 wh one Unirac%"-20 T-bolt and one'/."-20 ASTM F594 Bea' '1 serrated flangeitnut Use anti-seize and tighten to 10 ft-lbs of torque '`� Resistance factors and safety factors are determined according to Y \� part 1 section 9 of the 2005 Aluminum Design Manual and third- A . 1 ' party test results from an IAS accredited laboratory ►X \• • Modules must be installed at least 1.5 in from either end of a beam is Applied Load Average Allowable Safety Design Resistance y Direction Ultimate Load Factor, Loads Factor, vmxter i,'.r l lbs(N) lbs(N) FS lbs(N) 0 WITH „ E Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 THIoaess j Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 Dimensions spec' Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555 2 • SOLARMOUN-1 Technical Datasheets ::'UNIRAC 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 A �+ L-Foot • For the beam to L-Foot connection: •Assemble with one ASTM F593%"-16 hex head screw and one '� errated ASTM F594%"serrated flange nut Flange Nu4/40, •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 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 ttuor ' ? 101 Applied Load Average Safety Design Resistance ,4,„,p Direction Ultimate Allowable Load Factor, Load Factor, t lbs(N) lbs(N) FS lbs(N) 0 -• 2 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 SOLARMOUNT Technical Datasheets ::.UNIRAC 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) in4 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 IA"HEX HEAD SCREW SLOT FOR T-BOLT OR 1.728 ` 1 q"HEX HEAD SCREW 2X SLOT FORr51.411 SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP i�lir 3.000 1.316 SLOT FOR I, 3"HEX BOLT Aild SLOT FOR 1.385 ` 3," HEX BOLT PI ' .387 .750 r 1.207-.. Y Y1.875 _IJ I.A ►X ►X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted 4 4.;',-,1, F S h4^ � # ' §. . yy y- f ,4,:;�5'✓- of,. C i:. ;, +e �, '%fes+Y ,,v,,„,-,. Unprecedented Innovation "` , Unmatched Quality :� ttie Nigall 3 Unbelievable Price 1., f g 13 t a 1 4�.. The S-S-U Clamp The S-S-U clamp is by far our most popular and most versatile clamp. ,, Ill It will fit about 85% of the standing l seam profiles manufactured in North i America—including most structural i and architectural profiles. It can be used on vertically oriented seams and i by rotating the clamp 90 degrees it can also be used on most horizontal 2" ff4 ` seam profiles. Iis simple design, generous dimensioning and multiple hole orientations are what make it so versatile for use with S-5!Tm snow retention -';.M1.. products and other heavy-duty applications. Installation is as simple as placing the clamp on the seam and tightening the patented round-point setscrews to the specified tension. Then, affix ancillary items using the bolt provided. Go to www.S-5.com/tools for information and 1 tools available for properly attaching and tensioning S-5!T'" clamps. l 111.111111 The S-S-U Mini he S-5-U Mini is a medium-duty, non-penetrating seam t �"m'.+ *; Tclamp. (A bit shorter than the S-5-U and having one t, setscrew rather than two.) The Mini is the choice for attaching t all kinds of rooftop accessories: signs, walkways, satellite . ': lel dishes, antennas, rooftop lighting, lightning protection systems, - ''' solar arrays, exhaust stack bracing, conduit, condensate lines, mechanical equipment—just about anything!* } *S-5!TM Mini clamps can be used with RamGard®unitized snow guards,but are not compatible and should not be used with S-5!T®SnoRaiP/SnoFenc&M or ColorGard®snow retention systems. I Attach almost to standing seam metal roofs without piercing the panel! 888-825-3432 ')i, ' � ' ' .2 TM Unprecedented Innovation - Unmatched Quality Unbelievable Price S-5-U Clamp S-5-U Mini M8 hole centered 3/8"or M10 hole on part 2" located 1/2" (13mm) L (51mm) from edge of part _ / 1.18" (30mm 1.5" 38mm) , Is "..., o. .9" 1.5" .9 1 23m (14mm) ;38mm) .54 �► Y -*-- A Note:Install both setscrews on same side of clamp. 40 4`e 0" (10mm) 10mm) L5" Actual Size 1.5" Actual Size (38mm) (38mm) The S-5-U and S-5-U Mini clamps are each furnished with the hardware shown above. Each box also includes a bit tip for tightening setscrews using an electric screw gun. A structural aluminum attachment clamp, the S-5-U is compatible with most common metal roofing materials excluding copper. All included hardware is stainless steel. Please visit www.S-5.com for more information including CAD details, metallurgical compatibilities and specifications. l v , n - �" 111 ' 04 a The S-5-U clamp has been tested for load-to-failure results on most major brands and profiles of standing seam roofing. The independent lab test data found at www.S-5.com can be used for load-critical designs and applications. S-5!Tm holding strength is unmatched in the industry. S-5P"Warning!Please use this product responsibly! Products are protected by multiple U.S. and foreign patents. Visit the website at ll>'uted ley, www.S-S.com for complete information on patents and trademarks.For maximum holding s strength,setscrews should be tensioned and re-tensioned as the seam material compresses. Clamp setscrew tension should be verified using a calibrated torque wrench between 160 and 180 inch pounds when used on 22ga steel and between 130 and 150 inch pounds for all other metals and thinner gauges of steel. 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