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jFpt� a Town of Southold Annex 9/19/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37160 Date: 9/19/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 200 (aka 14)Sound Ave, Greenport, SCTM#: 473889 Sec/Block/Lot: 35.4-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/9/2014 pursuant to which Building Permit No. 38897 dated 5/20/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO A SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Bumble,Catherine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38897 09-15-2014 PLUMBERS CERTIFICATION DATED on tV Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38897 Date: 5/20/2014 Permission is hereby granted to: Bumble, Catherine 14 Sound Rd Greenport, NY 11944 To: Installation of roof-mounted solar panels as applied for. At premises located at: 200 (aka 14)Sound Ave, Greenport SCTM # 473889 Sec/Block/Lot# 35.-1-19 Pursuant to application dated 5/9/2014 and approved by the Building Inspector. To expire on 11/19/2015. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 T $200.00 nk wilding nspecto Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 v� - I 01U Date. c 1lf l i q New Construction: Old or Pre-existing Building: (check one) Location of Property: 1 So v rt b 1`o A() House No. Street Hamlet Owner or Owners of Property: C4-T-4, .k1l'lf, &w,&VEL Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ "p"" ' ant Signature SO�TyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 G • Q roger.riche rKb-town.Southold.ny.us Southold,NY 11971-0959 1"4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Catherine Bumble Address: 200 Sound Rd (aka 14 Sound rd) City: Greenport St: NY Zip: 11944 Building Permit#: 38897 Section: 35 Block: 1 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roof Diagnostics Solar License No: 34280-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4.86 KW PHOTOVOLTAIC SYSTEM to include, 18 LG 270W panels with 18 Enphase misro inverters, 1-revenue meter,2-60a disconnects Notes: Inspector Signature: _ Date: Sept 15 2014 81-Cert Electrical Compliance Form.xls Tom Petersen Architects Planners Mr. Michael Verity, Chief Building Inspector June 11,2014 Town of Southold Building Department 54375 Route 25,PO Box 1179 Southold,NY 11971 Re: Solar Panel Installation—As-built Certification Bumble Residence 14 Sound Road Greenport,NY 11971 Permit#38897 Dear Sirs, I've reviewed the as-built solar panel installation at this location to evaluate the existing roof structure and the connection of the panels to the roof. Criteria: Applicable codes: 2010 Residential Code of New York 2001 Wood Frame Construction Manual Design roof load: 30 psf live load, 15 psf dead load,45 psf total load Design wind load: 120 mph, 35 psf My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (upper roof: 2x8 rafters @ 16"o.c.,with collar ties and 2x10 ridge, span=+/- 10'-4"; lower roof 2x6 rafters @ 16"o.c.,with 2x8 ridge, span=+/- 8'-1")is sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt shingles but is also adequate for two layers of asphalt shingles. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system,roof connections and connection spacing are rated for 120 mph. This project requires the larger Solar Mount 1-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c.maximum. Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 3/8"diameter x 4" long lag bolts. The total panel installation is no higher than 6"above the existing roof plane. It is a violation of NYSED 7209 for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional is altered, the altering licensed professional must attach the notation `altered by'with his seal, signature, date of alteration, and description of the alteration. I therefore certify that the actual installation complies with the applicable codes and design loads mentioned above, as well as ASCE 7-05,and is acceptable for approval. Please let me know i you have any questions on this information. Thanks! ��SD ARC 41 SF PFT�_611 Si rely yours, 41 O� �d'� _Tjul Tom Petersen Cc: Kelcy Pegler,Roof Diagnostics �9�.� 03529 _k 6 Country Lane•Howell,New Jersey 07731 •Telephone 732-730-1763,Fax 732-730-1783 0 F N E w FIELD';eWE N REPORT DATE COIVMNTS ``CXI FOUNDATION(1ST) o...ow.w...*.w.».«...ter... FOUNDATION(2ND) C ROUGH F1ANIINQ& PLUMBING INSULATION PEA N.Y. y STATE ENERGY CODE • { r FINAL 7-1 ADD O. ` v rn �{�►�_ mosey TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 7 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c / Phone: 9:) Expiration_ C4 201 _ Buil ing ns cto f APPLICATION FOR BUILDING PERMIT 1 MAY — 8 2014 i'� J INSTRUCTIONS Date zo a.This application MU T be c mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ,?�cNP plot plan to seal Fee according to schedule. T ?,pygl plan showing location o lot and of buildings on premises,relationship to adjoining premises or public streets or _-.arEas,.at�-K`aterways:. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises CAT 09-04, &n.,6Lf_ (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. So�ob' Plumbers License No. \ Electricians License3 �00 60� Other Trade's Licensee N No. ^" 1 1. Location of land on which proposed work will be done: 14 Sioj"D Rokb 0 4 A House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 19 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 'Am%1-M b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work nv (Description) 4. Estimated Cost , (19 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO/ 13.Will lot be re-graded?YES_NO_kK_Will excess fill be removed from premises?YES_NO K 0 "o 00" `;t 1� �-) OS64 14.Names of Owner of premise fA0AF 4LCAddress r Phone No. Name of Architecr t.N Addr�s u'' Phone No-111 '130• 11/63Name of Contractornvoc DiAtc"OSnoS uAh- Addis°s Q -:&a hone No. (.0 -1 Y V 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Ems" QQo� +dx-A4- 5 S�tr+2 being duly sworn,deposes and says that(s)he is the applicant (Nam of individual signing contract)above named, (S)Qs the Co , (4^<'-o"'1 A(.C,, -r (Contsactor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this TARA R TERRUSA day of 20_ Nmy Pubuc-State Of New Ywk ISO 11ft"" Notary Public Signature of Applic t : Expires2017 o��Of S�ryo Town Hal!Annex Telephone(631)765-1802 54375 Main Road ��+,,+aaxx(63117��..gg5Q�, P.O.Box 1179 • e roger.riChert(tniOWI1.SODUIOItl.nY.US Sowhold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:----� t Date: Company Name: Name: License No.: S4p_ Address: 792 JAW1 `�'. F(�-►-��Lt^► Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: � �t►,1� ��� *Address: [A �►jp IZon 6gjfC hlffig, j�jw ltgA4 *Cross Street: `Phone No.: 631 A l l A4 Permit No.. " Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ��ts�►�Ahu,�, d� RUDE hlfF� �L„4� �L�tt1K,t� (Please Circle All That Apply) Is Job ready for inspection: YES/ !O Rough In Fin *Do �u need a Tem Certificate: YES! �O Temp Information(If needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION X82=Request for Inspection Form P41 Roof Diagnostics Solar 170 Wilbur Ln, Suite 100 Bohemia, NY 11716 To whom it may concern, Hi my name is Ryan Eggers from Roof Diagnostics Solar. Enclosed is the FINAL ELECTRICAL CERTIFICATE as well as the ENGINEERS LETTER for the FINAL BUILDING INSPECTIONS for the following properties: Catherine Bumble 14 Sound Road, GreenPort, NY 11944 If any additional information is needed feel free to call me at(631)784-4462. Thank you, Ryan Eggers ROOF DIAGNOSTICS SM LAS I� JUN 3 0 2014 Tu• = �,;TNuLD 1-800 12:33:25 p.m. 05-08-2014 1 /3 ,4,co CERTIFICATE OF LIABILITY INSURANCE =5/02017°"""'' 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 pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the farms 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 a. PRODUCER T The Hamilton Group,LLC PHONEJAE me _ F 3 Wing Drive EMAIL Cedar Knolls NJ 07927 INSURER(1111 AFFORDING COVERAGE NATO A INSURER A;SflIaCIIVe Ina.Ca_of America INSURED ROOFD-4 INBURER a I Roof Diagnostics Solar and INSURER I Electric of NY,LLC INSURERD 306 Airport Executive Park Nanuet NY 10854 INSURER E: INSURER COVERAGES CERTIFICATE NUMBER:1437798143 REVISION NUMBER: 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. R TYPE OFINBDRANCaAVUL POLICY U F Y EXP LIMrrS GENERAL LIABILITY 5200BOU 808014 12080t5EACH OCCURRENCE $1,000.000 X CRILU COMMERCIAL GENERAL LIABILITY $100.000 CAN84rADE a OCCUR MEO EXP WW ons $10,000 PERSONAL AADV INJUHY $1000000 GENERAL AGGREOATE $3,040,000 CENLAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPKIP AGO W00,000 POLICY X In, LOC 5 AUTOMOBILE LIABILITY 52008838 112012014 18012015 0,000,000 X ANY AUTO BODILY INJURY(Per P"SM) 8 ALLOgN� SCHEBOWLED BODILY INJURY(Pw nodded) 8 PROPERTY $ HIREO AUTOS AUTOS D a $ A X UMBRELLA LIAR X OCCUR 52008838 11012014 12W2015 SACH OCCURRENCE s3AD0,000 EXCEULIAD CWM6 MAGE AGGREGATE $3.000,000 OEO IX I R 10 000 s 1NDR%ERS COMPl71BAT10r1 YYC SiATU- 0TH- AND EMPLOYERS LtA61LtiY OUTS ANY PROPRIETORIPARTNERIEXECUTIVE r N f A E.L.EACH ACCIDENT $ OFFICEWMEMBER EXCLUDED? (Mawalm In NH) E.L.DtSEABE-t A EMPLOYE $ I d- II alder DESCRIPTION OF OPERATIONS belaw E.L.DISEASE-POLICY LIMIT i gu0dinplFlre Lepel S2006M 112012014 112D120115 Urrl(t $250,000 Properly Damage DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach ACORD 101,AddMowl Remerhe Schedule.It mon Spam is required) Certificate Holder is added as an Additional Insured under the General Liability policy above,with respects to work performed by the Named Insured as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS, 53095 Main Road Southhold NY 11971 AUTHORIZED REPRESENTATIVE ®1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010106) The ACORD name and logo are registered marks of ACORD 1-800 12:33:52 p.m. 05-08-2014 2/3 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by DisabW Benefits Carrier or Licensed Insurance Agent of that Carrier Is. Legal Name and Address of Insured(Use street address only) 1 b.Business Telephone Number of insured ROOF DIAGNOSTICS SOLAR AND ELECTRIC OF NY,LLC 732-974-8874 306 AIRPORT EXCUTIVE PARK lc.NYS Unemployment Insurance Employer Registration NANUET, NY 10954 Number of Insured 1 d.Federal Employer Identification Number of Insured or Social Security-Number 454175140 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) AmGUARD Insurance:Company Town of Southhold 53095 Main Road 3b.Policy Number of entity listed in box 111 e% Southhold, NY 11971 0801048619 3c. Policy effective period: 01/01/2014 to 01/01/2015 4.Policy covers: a. All of the employer's employees eligible under the New York Disability Benefits Law b.❑ Only the following class or classes of the employer's employees: Under penalty of perjury.I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed Y .►. (Sigaatuteotinsurance n dtqxtsW&iivcarNf&LlccuwdlnsunnccApatorthatiosuraneecarrier) Telephone Number 800-673-2465 Title IMPORTANT: If box"40 is checked,and this form is signed by the Insurance carrier's autharlad representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETB. Mail it directly to the certiffeate holder. If box"4b"Is checked.this certincste is NOT COMPLETE forpurpmes orSectloa 220,Subd.Oaf the Dinbility BeneAh Law.It must bemalled for cam letlen to the warkers'compensation Board DB Plans Acceptance Unit 20 Park Street Albany,New York Inn. PART 2. To be completed by NYS Workers' Compensation Board(Only if box"011 of Part 1 has been checked State Of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board.the above-named employer has complied with the NYS Disability Bene is Law with respect to all of his/her employees. Date Signed gy (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note:Only Insurance carriers licensed to uti ite NYS diva b111t}'beneJlts inm it ance pallcteas and NYS1lcensed is cnrance agents of those insurance carriers are authorized to issue Fonn DB-120.1. Insurance brokers are NOT arrthnrked to issue this for»i. DB-120.1 (5-06) L EDJE 5 K I cit"' Imr,Or addition t rt!—Mv Is a vwatic,"of 5Q O E,....^.w,—;.,;I!ct of the New Yok Stan CMlr"v4 this VXVW M10 r-*1-4ft the if!;-ve,smar"k*ed mi CK aft,to sW IW not be C*Mk*W N,0"Ud MA OW. T C- -,,I the penton for whom th ' 1, and an his behalf toi, t. 0 tit? vomoarry.gom,mental ager."InnO tf.L--4t-,?institution listed hereon�sncl tr Ire assignees of the lending In-7t;- tL6 n.Guarantees are not transfershlo to additional Institution*or subvXCIUMI, owners. W MAP OF IPRcr-ERTY 5URvEyEr) FOR -r pay CHARLES st ANNA B MBLE F P, A T G u E S N P 0 R T Ild-y 4 171.'71 70 "49r-44 ROA 0 to -S 0 U N Cl R 0 A D GUA R A Nr F--F-r- 'T 0 -r 17 Tl."rLF- GUARANTEE CO. AS SURVEYE70, FES, 16, 196-- OTTO VV. VAN TU YL 't SoN SCALE'30's I" V LICENSED -i''. MON., [a NEW YORK � Y Tom Petersen�. Architects Planners ®CCU C'� OR Mr.Michael Verity,Chief Inspector �S IS UNLAWFUL t p �vI d CERTIFICATE Town of Southold Building Department 54375 Route 25, PO Box 1179 OF OCCUPANCY Southold NY 11971 ' ^ N'X44"?° Re: Solar Panel Installation Bumble Residence 14 Sound Road Greenport,NY 11971 I i'� ; y L,' 70571180?. Dear Sirs F01Q�,�I-N1r 1. Fla',11 At I've reviewed the proposed solar panel iost &OAAW focitton qurate the existing roof structure and the connection of the panel9Y $ ct J 1ld Criteria: Applicable codes: 2010 Res idgMM C :pf fie, 2001 WQodfr Design roof load: 30 psf li - @tf ped It 4 ;P #IMad TQ��Tp Gliq� Design wind load: 120 mp � T;r � ; r, " t 3 R � CON My findings are as follows. 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (upper roof: 2x8 rafters @ 16"o.c.,with collar ties and 2x10 ridge, span=+/- 10'-4"; lower roof: 2x6 rafters @ 16"o.c.,with 2x8 ridge, span=+/- 8'-1")is sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt shingles but is also adequate for two layers of asphalt shingles. 2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The rack system,roof connections and connection spacing are rated for 120 mph. This project requires the larger Solar Mount I-2.5 beam(2.5"high)and spacing of flange foot connection to roof at 48"o.c.maximum. Flange footing connections to the rail are not required to be staggered. The flange foot connections to the roof are 3/8"diameter x 4" long lag bolts. The total panel installation is no higher than 6"above the existing roof plane. It is a violation of NYSED 7209 for any person, unless acting under the direction of a licensed professional, to alter an item in any way. If an item bearing the seal of a licensed professional is altered, the altering licensed professional must attach the notation `altered by'with his seal, signature, date of alteration, and description of the alteration. I therefore certify that this installation complies with the applicable codes and design loads mentioned above, as well as ASCE 7-05,and is acceptable for approval. Please let me know if you have any questions on 1GOt� foi#nation 4'1" s!2ODES OF �eED ARC,S, NEW YJ�. ; 'A` & TOWN CODES �� s F. Ple Sin e elyyours, AS REQUIREDOF o�P Ix c Z Tom Petersen 5�. -. '" '4 BOARD 0j, o go OQ� Cc: Kelcy Pegler,R ZT17i'd0ho`dies- q� 3 5 2 A FOF NES 6 Country Lane•Howell,New Jersey 07731 •Telephone 732-730-1763,Fax 732-730-1783 Solar Installation Three Line Diagram Roof Mounted PV Array—4.86kw DC *All equipment is"New"unless otherwise noted* Roof Exterior Interior ----------------------- Existine Utility Meter I Enphase 120/240V Engauge Cable Single Phase 3 Wire M I , 1 Branch @ Sub Panel PSE&G 1 I 240VAC 100A Bus Rating Enphase Envoy PV Monitor Enphase M215 I Contains 4#12 1 Single Pole 20A Cat 5e or EOP to home's TH WN 2 2 Pole 20A broadband network Existing Main LG Z70w Panels Micro Inverters , Distribution Panel 19 Total Total 9 ToMain Breaker100A I I ' I Line-Side Tap ❑ -I Solar kWh Meter 60A L-Gate 120 PV monitor, 60A Disconnect 11 h with cellular connection Disconnect Fused NEMA 3-R , to monitoring portal Fused 60A Junction Boxes I 25A M ❑ 1 ❑❑ - 4-� o ----- -- -- -------------- — -- — —i I - *Located N within ]Oft I of Point of — I 1 I Enphase M215 Interconnect I I LG 270w Panels Micro Inverters Enphase , 9 Total 9 Total Engauge Cable J— 1 Branch @ (6)#10 THHN (3)#8 THHN (3)#6 THHN t ain Buildi 240 AC 4 Hot 2 Hot 2 Hot n I n I — Contains 4#12 2 Neutral 1 Neutral 1 Equip.Gro A g I THWN (1) #6 Equip.Ground/GEC (1) #6 Equip.Ground/GEC 1 Neutral t, RL+ ounding In 1"PVC In 1"PVC In I P C'J P5 F• PET trode 0 n GENERAL NOTE Z , LG Mono X Solar Module Specs AC System Characteristics THIS CAN BE A BACK cc t = 18 LG LG270S1 C-A3 Total System Rated AC Operating Current=(16 x 1.125)=20.25A FED BREAKER 25A FOR �[ Maximum Power @ STC:270W Branch A Operating Current==(9 x 1.125)--10.125A THE MAIN PANEL MPP Voltage:31.5 V Branch B Operating Current=(9 x 1.125)=10.125A ,�. MPP Current:8.58A Rated AC Operating Voltage=240V '9 j, 8 5 29 y� Open Circuit Voltage:38.5V Drawn evision: 1 Short Circuit Current:9.17A Module Efficiency: g Maximum System Voltage:600 V ROOF DIAGNOSTICS 306 Airport Executive Park C BUMBLE RESIDENCE Maximum Series Fuse Rating: 15ANanuet, NY 10954 14 SOUND ROAD ,�' LAR Power Tolerance:0/+3% Phone: 845-262-1448 GREENPORT NY _iWFax: 845-262-1445 11944 29'-2" zr=B aL � s i n O 8 9 0 II er O !8 I UPPER SOUTH LOWER SOUTH 16 PANELS 2 PANELS EXISTING ELECTRIC PANEL . EXISTING ELECTIC METER " -*'wAr UPPER SOUTH LOWER SOUTH ENPHASE MICRO AZIMUTH: 143 AZIMUTH: 143 INVERTERS PITCH:35 PITCH: 31 TOM PETERSEN I :" 1 ARCHITECT, LLC 6 COUNTY LANE En hose HOWELL, NJ 07131 M-215-60-2LL-522-IG 3'-3" THOMAS F. PETERSEN NY ARCH. LIC. 035290 732.130.1163 in ROOF DIAGNOSTICSi TOTAL SYSTEM SIZE: 4AO.M 1 SOLAR AND ELECTRIC. LLC ,;! M MODULES•210u PER MODULE in SITE MAP BUMBLE RESIDENCE DRAWING 14 SOUND ROAD ar: .' Mir LG210SIC-A3 REVISION �fl c_ AIR GAP LESS THAN i'(RACK MOUNT) PANELS-210w GREENPORT, NY 11944 8Y, .. LG Mono X Panels DATE: 28 APRIL 2014 DWG NO.: 0564 - - _ - ---- - - -.----- ----- - ---— -- - ---' •UNIRAC SolarMount-ITm Roof Mount Technical Datasheet Pub 101109-11d V1.1 November 2010 SolarMount-I Module Connection Hardware Sliderand Mid Clamp..........................................................................................................1 Sliderand End Clamp.........................................................................................................2 SolarMount-I Series Accessory Mount................................................................................2 SolarMount-I Beam Connection Hardware 1- Flange Foot.....................................................................................................................3 2- Flange Foot.....................................................................................................................3 BeamSplice........................................................................................................................A SolarMount-1 Beam SolarMount-I Beams............................................................................................................5 SolarMount-I Engineering Reports SolarMount-I 1.0 Beams......................................................................................................6 SolarMount-I 2.5 Beams......................................................................................................8 SolarMount-! Module Connection Hardware SolarMount-1 Series Slider with Mid Clamp Part No.02027C,02028C, 02029C,02030C • Slider and Mid Clamp Material:One of the following mill finished extruded aluminum alloys:6005-T5,6105-T5,6061-T6 Ultimate Tensile:38ksi,Yield:35 ksi � . Slider Weight:0.026 lbs(12g),Mid Clamp Weight:0.050 lbs(23g) Allowable and design bads are valid when components are assembled with SolarMount-I Beams according to authorized UNIRAC documents • Sliders are compatible with SolarMount I Beams • Assemble with one'/.-20 ASTM F593 bolt and one%-20 ASTM \ F594 serrated flange nut • Use anti-seize and tighten to 10 ft4bs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual low Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, lbs{N) Ibs(N) FS Itis(N) m Sliding,Xt 1194(5311) 490(2180) 2.44 741 (3296) 0.620 Tension,Y+ 1503(6686) 677(3011) 2.22 1024(4555) 0.682 o ws •� Transverse,Zt 1 2080(9252) 1915(4070)1 2.271 1383(6152)1 0.665 Y A .x Dimensions specified in inches unless noted a Technical Datasheets UNIRAC SolarMount-I Module Connection Hardware SolarMount-I Slider with End Clamp Part No.02001C through 02006C,02009C, 02010C • Slider and End Clamp Material:One of the following mill finished `Nut extruded aluminum alloys:6005-T5,6105-T5,6061-T6 Ultimate Tensile:38 ksi,Yield:35 ksi ' Slider Weight:0.026 lbs(12g),end clamp weight varies based on height:—0.058 lbs(26g) End Allowable and design loads are valid when components are Clamp assembled with SolarMount 11.0 or 2.5 Beams according to authorized UNIRAC documents • Sliders are compatible with SolarMount-I Beams Beam Assemble with one 1/,-20 ASTM F593 bolt and one'/.-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-lbs of torque Slider � Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual • Modules must be installed at least 1.5"from either end of a beam Asn-' ---- Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, lbs(N) lbs(N) FS lbs(N) m Y Sliding,Xt 283(1259) 104(463) 2.72 157(698) 0.555 Tension,Y+ 332(1477) 88(391) 3.77 133(592) 0.401 x 0.6s Transverse,zt 1367(6081) 533(2371) 2.56 806(3585) 0.590 N Dimensions spedfied in inches unless noted SolarMount-I Accessory Mount Part No.08010M Slider Material:One of the following mill finished extruded aluminum alloys:6005-T5,6105-T5,6061-T6 BoltUltimate Tensile:38 ksi,Yield:35 ksi Accessory • Slider Weight: 0.026 lbs(12g) i Nat Allowable and design loads are valid when components are assembled with SolarMount-I 1.0 or 2.5 Beams according to authorized UNIRAC documents • SolarMount-I Series Accessory Mounts are compatible with SolarMount-I Beams ti Use two Accessory Mounts per accessory • Assemble each pair of clamps with the following stainless steel Beam hardware:two x-20 set screws,two X-20 heavy hex jam nuts,and two X-20 F594 serrated flange nuts • Use anti-seize and tighten to 5-10 ft4bs of torque Resistance factors and safety factors are determined according calculations and UNIRAC testing 4 Maximum distance of Maximum weight of Y accessory center of gravity accessory - A from beam center lbs(kg) ►x in(mm) 7(178), 32(14.5) Dimensions specified in inches unless noted Technical Pata,,-�heets so U N I RAC SolarMount-I Beam Connection Hardware SolarMount-I 1- Flange Foot Part No.04014.M • 1-Flange Foot Material:One of the following mill finished extruded aluminum alloys:6005-T5,6105-T5,6061-T6 Ultimate Tensile:38 ksi,Yield:35 ksi • 1-Flange Foot Weight:0.101 lbs(46 g) • Allowable and design loads are valid when components are assembled with SolarMount-I 1.0 or 2.5 Beams according to authorized UNIRAC documents • 1-Flange feet are compatible with SolarMount-I Beams • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual f-Flange Foot Design and allowable loads are for the beam to foot connection Y Be sure to check load limits for roof attachments and standoffs ►X Average Allowable Safety Design Load Resistance Applied Load z Direction Factor,Ultimate Load Far, lbs(N) Factor, -------- _ lbs(N) lbs(N) FS m 00 j"•0 $Lot t 456 Tension,Y+ SolarMount-1 1.0 Beam 1 1388(5952) 591(2629) 2.26 894(3977) 0.668 l T r SolerMount-12.5 Beam 1 1514(6735) 648(2882) 2.34 980(4359) 0.647 - 0951 Compression,Y Dimensions specified in inches SolarMount-I 1.0 Beam 2931(13038) 1288(5729) 2.28 1948(8665) 0.664 unless noted SolarMount-12.5 Beam 2750(12233) 1223(5440) 2.25 1849(8225) 0.672 Traraverse,X-,downhill 635(2825) 313(1392) 2.03 473(2104) 0.745 Transverse.X+,uphill 42(187) 20(89), 2.15 30(133), 0.705 Siding,Zt (see Beam Splice) SolarMount-I 2 - Flange Foot Part No.04002M,04003M • 2-Flange Foot Material:One of the following mill finished extruded aluminum alloys:6005-T5,6105-T5,6061-T6 Ultimate Tensile:38 ksi,Yield:35 ksi • 2-Flange Foot Weight:0.103 lbs(47 g) • Allowable and design loads are valid when components are assembled with SolarMount-1 1.0 or 2.5 Beams according to authorized UNIRAC loll documents • 2-Flange Feet are compatible with SolarMount-I Beams 2-Flange Resistance factors and safety factors are determined according to part 1 Foot section 9 of the 2005 Aluminum Design Manual • Design and allowable loads are for the beam to foot connection • Be sure to check load limits for roof attachments and standoffs Y Average AllowableSafety Design Load Resistance Applied Load ultimate Load Factor The(N) Factor, A Direction lbs(N) lbs(N) FS m ►X ="VL V1.o :°x01 Tension,Y+ 3� SolerMount-I 1.0 Beam 1 1931 (8950) 864 (3843)1 2.231307(5814) 0.667 SolarMount-I 2.5 Beam 1 2478(11023) 1111(4942) 2.23 1681(7477) 0.678 Compression.Y '` '• w' SolarMount 11.0 Beam 3788(16850) 1706(7589) 2.22 2581(11481) 0.681 7u5 - SolarMount-I 2.5 Beam 3694(16432) 1562(6948) 2.36 2363(10511) 0.640 Dimensions specified in inches unless noted Transverse,X-,downhill 635(2825) 313(1392) 2.03 473(2104) 0.745 Transverse,X+,uphill 42(187) 20(89) 2.15 30(133)1 0.705 Sliding,Zt (see Beam Splice) �UNIRAC SolarMount-1 Beam Connection Hardware SolarMount-1 Beam Splice Part No.03020M,03021M Beam Splice Material:Aluminum 5052-1-132 -y'r Beam Ultimate Tensile:31 ksi,Yield:23 ksi Beam Splice Weight:0.053 lbs(24 g) Bolt Allowable and design loads are valid when components are • assembled according to authorized UNIRAC documents Beam Splices are compatible with SolarMount-I Beams when used with 1-Flange or 2-Flange feet • Resistance factors and safety factors are determined according to Splice part 1 section 9 of the 2005 Aluminum Design Manual J N' Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Nut 1-Flange or lbs(N) lbs(N) FS lbs(N) cp 2-Flange Foot Sliding,t 1428(6352) 620(2758). 2.30 933(4172) 0.657 M 3u i a.am Y coxa P.X _. 1;11 - Dimensions specified In inches unless noted °UN1RAC d SolarMount4 Beam MATERIAL:One of the following extruded aluminum alloys:6005 T5,6105-T5,or 6061-T6,Mill Finish Beam Height(in) Properties Units 1.094 2.500 Approximate Weight(per linear ft) plf 0.356 0.548 Total Cross Sectional Area in= 0.3037 0.4665 Section Modulus(X-Axis) in' 0.1101 0.3687 Section Modulus(Y-Axis) in' 0.0390 0.0422 Moment of Inertia(X-Axis) in 0.0602 0.4609 Moment of Inertia(Y-Axis) in 0.0195 3.0211 Radius of Gyration(X-Axis) in 0.4453 0.9940 Radius of Gyration(Y-Axis) in 0.2536 0.2127 1.406 2.500 I 1.094 i 0.547 0.547 f 1.000 1.000 SolarMount-I 1.0 Beam Height=1.094" SolarMount-12.5 Beam Height=2.500" Part No.10144M Y Part No. 11192M Y One 00.281 hole is 1.188" l Two 00.281 holes are 1.188" A from each end of the beam P.X from each end of the beam ►X Drnensions specified in inches unless incited Technical Da�asheets was UNIRAC SolarMount-11.0 Engineering Report, Page 1 of 2 90 mph Wind Chart Max Span(inches) Uplift Ground Snow Point Loads(pounds)!Up]Down]Side '�- modulo Module Size 0 20 30 40 52"x 35" 56 52 48 44 229/262154 211/305/96 197/3271123 17713641140 65"x 40" 49 44 41 37 250/286/58 222/321/101 207/3451129 18613841148 77"x 51" 40 35 33 30 Downforce 238/273/56 212J307196 198132W 123 1 178/3661141 1 module Side /I module 110 mph Wind Chart Ground Snow Know your limits! Module Slze 0 20 30 40 Check attachment 52"x 35" 49 48 45 42 load limits. 305/323147 295/334188 2771356/113 26113771136 65"x 40" 41 40 38 36 321/340/49 311/352/92 29213751119 27513971143 77"x 51" 33 32 30 29 306/325/47 1 297/336/88 278/3581113 263/3791136 120 mph Wind Chart Ground Snow Module Size 0 20 30 40 52"x 35" 45 45 42 40 337/351W 43 3341353183 31513741107 299/3941130 65"x 40" 38 38 36 34 355+369145 352/372187 332/394/113 315/4151137 77"x 51" 31 30 29 27 339/3W 43 1 336/355183 317/3761108 30113M 130 150 mph Wind Chart Ground Snow Module Size 0 20 30 40 52"x 35" 37 37 37 35 4321427/35 4321427t68 432J432/93 41514491114 65"x 40" 31 31 31 30 455!45W 37 455145W71 455/455/98 43814731120 77"x 51" 25 25 25 24 434/429/35 1 4341429/68 1 4341434/93 418/462/114 Installation of products related to this engineering report is subject to the requirements below: •Flush roof installations only;modules must be c 10'from roof surface •The building has either a flat roof,a gable roof s 45',or a hip roof s 27' •The roof has a minimum slope of 1.2' • Installation must have at least 4 modules grouped together(minimum 50 ft2) •Surrounding ground area must not slope more then 10 degrees •Location must fail into'Wind Exposure Category B or C •Budding height must be less than or equal to 30 feet •For roof zones 2 and 3 use 112 Max Span •Max contiicvcr=113 Max Span •Ground snow loads are adjusted for roof slope and temperature based on ASCE 7-05 •Long edge of module must be perpendicular to the beam •The installer must comply with the responsibilities and instructions described in the install manual •The installer must confirm that the method of attachment(components and hardware)and structure can handle the given point bads •In regions with ground snow bads less than 20 psf but not zero,the roof angle in degrees must be greater than the horizontal distance from eave to ridge 160 •System dead load.including modules and mounting hardware,must be between 2 and 3.5 psf. •Importance factors are equal to 1.0 in all cases. •Unbalanced and drift snow loads have not been considered. • Installations must be In seismic site class&B.C,or D •Spectral response acceleration,$s,is 91.5(and 5 0.35 if snow loads are z 30 psf). an U 1 V I RAC UNIRAC SolarMount41.0 Engineering Report, Page 2 of 2 Engineering Variables Description Variable Value Units Building Height h 30 ft Roof Pitch 0-45 degrees Wind Exposure Category C Importance Factor I 1 Effective Wind Area 50+ ft2 Topographic Factor Kzt 1 Roof Zone 1 (use 112 span for zones 2 and 3) Design Wind Loads Basic Wind Speed(mph) 90 110 120 150 Max Design Wind Load,Pnet; Uplift(psf) -19.2 -28.7 -34.2 -53.3 Max Design Wind Load,Pnet; Downforce(psi 17.5 26.0 31.1 48A Dead,Snow,and Earthquake Loads Dead Load; min/max 2/3.5 psf Earthquake Load 2.8 psf Ground Snow Load, Pg,(pounds/ft2) 0 20 30 40 Max Sloped roof snow load(psf) 0.0 20.0 25.2 33.6 Max Distance between splices inches,feet 653, 54 336,28 245,20 193, 16 Distributed Loads for 65"x 40"module, pounds/inch (smaller modules -200/6,larger modules+18%) Ground Snow Load(psf) Wind Load(mph)0 20 30 40 9Q 4.06 4.06 4.06 4.06 Uplift,-L to module Uplift 4.65 5.87 6.75 8.37 Downforce,.L to module 1 module 0.95 1.84 2.53 3.22 Side,l/module 110 6.21 6.21 6.21 6.21 Uplift,/to module 6.57 7.02 7.98 8.94 Downforoe.1 to module 0.95 1.84 2.53 3.22 side,a module 120 7.44 7.44 7.44 7.44 Uplift,-L to module 7.71 7.88 8.83 9.79 Downforce,l to module jDownfo;r.ce ' odu0.95 1.84 2.53 3.22 side.o module �le� Side /I module 150 11.77 11.77 11.77 11.77 Uplift.-L to module 11.63 11.63 11.77 12.73 Downforce.-L to module L :perpendicular/norrr all 0.95 1.84 2.53 3.22 Side,//module parallel For installations that do not comply with the limitations on page 1,refer to www.unirac.com for an engineering design guide to manually calculate loads or contact your distributer. The design is based on and in compliance with the following codes/standards: 1. 2003 International Building Code, by International Code Council , Inc.,2003. 2. 2006 International Building Code, by International Code Council , Inc.,2006. 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum Association,Washington, D.C., 2005. 4. 2007 California Building Code(CBC), based on the 2006 International Building Code, by International Code Council, Inc.,2006. UNIRAC UNIRAC SolarMount-12,5 Engineering Report, Page 1 of 2 90 mph Wind Chart Max Span(inches) uplift Ground Snow Point Loads(pounds): Up/Down/Side module Module Size 0 20 30 40 52"x 35" 76 67 57 51 310/355173 271/392/123 231/3851144 2051423/163 ? 65"x 40" 63 56 51 45 I/ 319/365/75 284/410/129 2591430/161 22914731182 f 77"x 51" 50 44 41 37 Downforoe 300/344/70 1 26713861121 2491414/155 22414611177 1- module Side //module 110 mph Wind Chart — Ground Snow Know Your limits! Module Size 0 20 30 40 Check attachment 52"x 35" 64 62 57 51 load limits. 399/423/61 386/437/116 35414551144 314/452/163 65"x 40" 53 51 48 45 410/434/63 397/449/118 37214791152 351/5051182 77"x 51" 42 41 38 36 386/409/59 1 37314221111 35014501143 331/477/172 120 mph Wind Chart Ground Snow Module Size 0 20 30 40 52"x 35" 59 59 55 51 4421458/56 43714631108 413/4901140 37614951163 65"x 40" 49 48 46 43 454/470/58 4491475)111 4241503/144 4031530/174 77"x 51" 39 38 36 34 427/443155 1 423/447/105 39914741136 1 379/499/164 150 mph Wind Chart Ground Snow Module Size 0 20 30 40 52"x 35" 48 48 48 46 566/559/46 566/559/89 565/566/122 54415881149 65"x 40" 40 40 39 38 581/574/47 581/574/91 581/5811126 559/604/153 77"x 51" 31 31 31 30 547/540144 1 547/540/86 547/547/118 1 52615691144 Installation of products related to this engineering report is subject to the requirements below: •Flush roof installations only;modules must be<10'from roof surface •The building has either a flat roof,a gable roof s 45',or a hip roof s 27• •The roof has a minimum slope of 1.2' •Installation must have at least 4 modules grouped together(minimum 50 112) •Surrounding ground area must not slope more then 10 degrees •Location must fall into Wind Exposure Category B or C •Building height must be less than or equal to 30 feet •For roof zones 2 and 3 use 1/2 Max Span •Max cantilever=1/3 Max Span •Ground snow bads are adjusted for roof slope and temperature based on ASCE 7-05 •Long edge of module must be perpendicular to the beam •The installer must comply with the responsibilities and instructions described in the instal manual •The installer must confirm that the method of attachment(components and hardware)and stricture can handle the given point bads •In regions with ground snow loads less than 20 psf but not zero,the roof angle in degrees must be greater than the horizontal distance from save to ridge/50 •System dead load,including modules and mounting hardware,must be between 2 and 3.5 psf. •Importance factors are equal to 1.0 in all cases. •Unbalanced and drift snow bads have not been considered. • Installations must be in seismic site lass A.B,C.or D •Spectral response acceleration,Ss,is s 1.5(and 5 0.35 If snow loads area 30 psf). AUNIRAC UNIRAC SolarMount4 2.5 Engineering Report, Page 2 of 2 Engineering Variables www, Description Variable Value Units Building Height h 30 ft Roof Pitch 0-45 degrees Wind Exposure Category C Importance Factor I 1 Effective Wind Area 50+ ft2 Topographic Factor Kzt 1 Roof Zone 1 (use 112 span for zones 2 and 3) Desian Wind Loads Basic Wind Speed(mph) 90 110 120 150 Max Design Wind Load, Pnet; Uplift(psf) -19.2 -28.7 -34.2 -53.3 Max Design Wind Load, Pnet; Downforce s 17.5 26.0 31.1 48.4 Dead,Snow,and Earthquake_ _ Loads Dead Load;min/max 2/3.5 psf Earthquake Load 2.8 psf Ground Snow Load, Pg, (pounds/ft2) 0 20 30 40 Max Sloped roof snow load(psf) 0.0 20.0 25.2 33.6 Max Distance between splices(inches,feet) F653, 54 336,28 245,20 193, 16 Distributed Loads for 65"x 40"module,pounds/inch (smaller modules-20%,larger modules+18%) Ground Snow Load(psf) Wind Load(mph) 0 20 30 40 90 4.06 4.06 4.06 4.06 Uplift,-L to module Uplift 4.65 5.87 6.75 8.37 Downforce,l to module module 0.95 1.84 2.53 3.22 Side.JJ module 110 6.21 6.21 6.21 6.21 Uplift.-L to module 6.57 7.02 7.98 8.94 Downforce,l to module 0.95 1.84 2.53 3.22 ISIde,a module 120 7.44 7.44 7.44 7.44 Uplift,J-to module 7.71 7.88 8.83 9.79 Downforce,-1 to module Downforce 0,95 1.84 2.53 3.22 side,1/module t Side moduleSide module 1501 11.77 11.77 11.77 11.77 uplift,-L to module 11.63 11.63 11.77 12.73 Downforce,-L to module 1 :perpendicular/normal 0.95 1.84 2.53 3.22 side,Ji module JJ :parallel For installations that do not comply with the limitations on page 1,refer to www.unirac.com for an engineering design guide to manually calculate loads or contact your distributer. The design is based on and in compliance with the following codes/standards: 1. 2003 international Building Code, by International Code Council ,Inc.,2003. 2. 2006 International Building Code, by International Code Council , Inc.,2006. 3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum Association,Washington, D.C.,2005. 4. 2007 California Building Code(CBC), based on the 2006 International Building Code, by International Code Council,Inc.,2006. o a, h en ®! EcavAen Sot&* 877459-3447 Commuted to the Supportof RenewnNe&wV � a i L Alin ' I I } I Z I Q C C m r -- i 1 GREENFASTEN" PRODUCT GUIDE — GF—I a GFI-L 812 °', -� •"" t�.�'.�� .tri: *"' `�.'t�'• a"'"'te -^'.,-' � AM I'll ow rwth op&M I �I W RX=Matte Btar MZ=Medium&x me MLL=Mi!FrNsfi O&AWnsolwoArcomt0+ ctreaWwcoprWAFAjrl*a eeved 0318!1! Ser-4-2 } s GREENFASTEN' PRODUCT GUIDE — GF-i 8rmket Options-CP Round d 1 M% 9'- .3:7+006 THRU All " .875±.0 i 0 X820 d- Ln I� a . � M1 OD w, u 4 Eafsm Sob*M mreit paeeWd sdr apri�.Ari�isr�er�d 0318►1! 5ae.43 GREENFASTEN" PRODUCT GUIDE -- GF-I Brt&,et Options-CP-SQ s e W, , W .9 ILa� n .:_:" .010IHRL NFAR SID1 c f Compression Plate 2"X 2"Mill Aluminum o Solas M ce�trt p�ehacd udna N,i .,ed opt+r Sort" _Itf f "7W ,n law - I ECOFascen Solar+ 877-859-3947 Ca nmjmd to die Support of Renewtot Energy .' tl N i o i ssasasssu•s.�l�� "`j`j._ 00( _..._.......�'�" E , i � Ln f C7 a LNit , i ' lssnssesssssnaass>�ssn __.._r_T __.---•____- -. i ><z N , m 4� p Z SSS iv Z z 9 N � � Z d > r C 1 GREENFASTEN'° PRODUCT GUIDE — GF-1 Bracket Options-&101-3- R.06 1013-R.06 .25 .41 I 3.00 2.25 R.13 1.65 _. A .31 a R,19 I s f 0 .377+'002 THRU ALL 0 .875±.010 X82',NEAR SIDE f 1.88 ! f f 1 f ,y 3 } .75 OEaehMsabeNcoft VfeW w,&rmW Nt*seam+edWWI I Ser-44 GREENFASTEN'" PRODUCT GUIDE - GF-i Bro et Options -L-102-3- 2X 102-3"?.X.38--ri r-•t 4' t 2X.94 t•r! 1.13 1.88 ..- " 0.38 THRU .r \% 45.88 X 82" r Olt NEAR SIDE fi o Fiore sebe Ar mwt pnpcfed unarmq�tjAe�ii,f�r xrwwrt o)/8/l Set47 GREENFASTEN" PRODUCT GUIDE - GF-I - Brxket Options-c-102-6" Ti IIR ' fff � I 6.00 + --- 5.25 j 3.65 }—�- 3.00. .. .,, ±-•+ 2.00-'~? 1.5(� 0 .377+.006 THRU ALL. -_ -.002 1.00 0 .875(1.0 10)X 820,NEAR SIDE NNW d&dageSdal�b cway►t poha[d wdereapyidt Al rls reseerett tlJl&t t _ ._ .. . Sac-4-2 �., GREENFASTEN"' PRODUCT GUIDE - GF.I Bracket Opdau-Z-101 63 4! , - ;— 3i ! •38 ! ..! .41 -- ^,K 1.25—+-1 N-1 .19 .19 � s ` - .. -� � I - -4XR.1Q 2.75 -.31 ��, `t �-• — 1.50 - "' 0 .377t'006 THRU All. - �'� .875±.010 X8^:', NEAR 5i;:1;_ .50 75 �INWW LVJ 1 .75*-; o rcaKa+rw sawA N csiwcpeatmed eeeerceppK N ri�hc,ewred alf8rl r -- —— Sea4.9 -,a ,ten, PRODUCT GUIDE GreenFas-ten GF-(- Contents ry f' t �51,ploded ProductView' Sec. I ,' �'► 'Installation Instructions—Sec.2 Bill of rlaterials Sec.3 Cut5heefis Sec.4 y° Specificxti©n, Sec.5 {:•. ' �� :;;- Lag Bort Pull-CutValues— Sec.6 " Leak-Test—Sec.7 a N :'• * ' '} t t� !IJ t� +f r�r • N", 71/ f: { #3' E V,� iJdsVe7 / SL/isrrt; plj;,Fttff coyniru^rcd to thf-suppart of Renewable Gne{ *1 GREENFASTEN"' PRODUCT GUIDE — GF-I - &p'oded Product View 2 kW= 4 o - C N / Co rf 1 N V1 N C lY Q J W *Note:Numbers correspond with B.O.1.1,Sec.3-1 oEaoCv!MSaWnsec1-1 GREENFASTEW PRODUCT GUIDE — GF-I !ostofiotion lnsUvctions S � i r y e' L- 2 3 4 F Instructions R`y 'For detailed product illustration see previous page,for rewired tools see nem page. 1. Locate the rafters and snap horizontal and vertical lines to mark a the installation position for each GreenFasten Flashing. 2. Drill a pilot hole(I K'diameter)for the lag bolt Backfill with se,-Ja.TL* 0 3. Insert the flashing so the top part is under the next now of v ( shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. v 4. Line up pilot hole with GrveenFasten hole. ^ S. Insert the lag bolt through the EPDM washer,,the top compression t,. component(L-Bracket pictured)and the gasketed hole w , in the nashinb and into the rafter. \ 6 Torque to 140 inch-pounds L S 6 _ q Consult an engineer or go to www.ecotastenaoiarcom`or engineering data. *EcoFasten recommends Geocel 2300 ti 0 w EaaFaren Saia�1 A14rtent pmtmed irrkr c pM_*Ai n.m pored 02116/11 -- __-- -- SCC2-1_ GREENFASTEN" PRODUCT GUIDE — GF-I Bill of Moteriols Materials Needed forAssemBly(see figure 1,Sec. I-1) Required Tools Iters No. Description of Material/Part Quantity I Lag Bolt 5/16" By Others 2 L-102-3"Bracket* (other options available) i 3 5/16"EPDM Bonded 18.8 SS Washer I t 4 GF-1 I Base Components Needed 1301 i #z- Ln Q, -R f \ 4. �r3 #4 Q ErnFoeie,+ tm cnrent patected rdcr oopv yi!AJ riyf a rcertied OL!bl!1 See3-1 Smar ch Ufsee smart 9fW v1(t*$fie Compal+y- CFNTROW GPRS SmartMeter SmartSynch's AMUnfeNpenceTM metering solution features a communications module that is integrated into the ftron CENTRON electricity meter.The CENTRON SmortMeter convnaxricates with o server nxusktg SmartSynch's Transaction Management Systemrr"(TMS)and complies with ANSI C12.19 protocols for data storage and transmission. r ~ 'this solution delivers octionabte intelligence(critical usage and rate data)over secure public a wireless networks(such as AT&T and Rogers Wireless)and the Internet In bu of cumbersome and expensive private networks.This makes moss deployments quicker,easier,and more s scalobie,providing a significantly greater Return on Resources(RoR)for utilities. a UnIke proprietary,closed-architecture solutions,the CENTRON SmartMeter Is essentia[y a luhxe-proof investment to technology.Is sfondords-bosed IP connectivity makes H adaptable and field-ipgrodobte to support today's sensoring and corrwrx nicatiom needs,as we$as tomorrow's opporWfts,better than any attematlye. Functions & Features d Wretess Networks Hardware Components •Baas •Radio Contra Module board(RCM) •Capacitor Storage Bank(CSB) Advanced M tedng Funct(onality •GSM/GPRS Modem •flexlode Two-Way Data Retrieval •internal Antenna •Scheduled and On-Demand Reads •TIN Detector •Interval Reads(5, 15,3D.60 minutes) •Temperature Sensor •Read-Tinge interval Reads ' •Automated Register,Self-Read&TOu Retrieval Operating Ranges •Demand Resets Femperchrre •Rea-Time Meter Event and Alarm Retrieval -Operating.(,-40°C.+85•C) •Read-Tine Power Outage and Power Restoratfon .Transmission(CPRS):1-4fl C.+85°C) •Service Diagnostics and Tamper Detection •TM Detection HumkWy •Meter Clock Synchronization •D%to 959E non-condensing •SmartMeter Status Display Accuracy •Automated Meter Registration •Meets ANSI 12.20 for accuracy Gass 0.5% •Secure and Encrypted Data Trormmissions •81-DirectlonalMetering Regulatory b Industry Specificaffons •Over-The-Air Sma rtMeter Module Frmwcre •FCC Part 15 Class B upgrade • ANSI C37.90.1-1989:(SWC) Supported Meter Forms •ANSI C12.20(Class 0.5)--1998 •Class W.3S,4S • PTCRB Certified •Class 100: IS • Network Carrier Certified SmatSyrrA Inc. •Gass 200:2S. 12S.25S .Measurement Canada Certified 4400 Old Carton Road •Class 320:2S Jodson.A4dst4W 39211 f 1-883.362-178D Hardware Specifications Smart 'Ih` fard*Qre C"Ppotxw DexxiDtibn Radio ConW Module Board(RCM? 324*ARM processor,2UK RAM,512K flash Capacitor Storage Bank(CSB) Stipples peals power for data transrrkstons and all functions during power outages-no batt les required GSWGPRS Modem GSM modem comnuntcates with head-end ting GPRS and SMS services ' Internal Antenna Flexible dual frequency GSM antenna for the modem t+ Tilt Detector Detects unauthodsed movement or removal of the device p Temperature Sensor Monitors all temperatures to ensure correct radio operation rempwohrre Ranges Supported Meter Forms Operating.(-40'0,+85°01 Class 20.3S.4S M Class 100:1S F Transmttssion(►viceless):140'C.+85°01 Clams 200:2S,12s,25s Hum4fty Runge: Glass 320:2S 0%to9596non-condensing Regulatory&1ndvsfryCerfOcations FCC Part 15 Cbss B Accuracy ANSI 037.90.1-i989:surge Withstand Capabilfy{SWC) Meets ANSI 12.20 for accuracy class 0.5% ANSI C12.20(Class 0.51-1998 * PTCRB Certified Measurement Con ada Certified Network Carder Certified Input/Output Signal or interface Definrtion/Volues Module Poawer Input Voltage 120 VAC Meter Serial Interface 3.3V J TTI.compatible asynchronous integration The SrnartMefer module Is a fully integrated,under-the-cover option Inside the CENTRON meter.The CENTRON GPRS SmortMeter isshipped as one complete W.ready for tleid deployment. �A Version arKYCvmpalibdlty Information CENTRON Meter Hardware: Supported meter fortes,classes,and types.equipped with battery CENTRONMeter Finnware: TBD SmartModuira: CENTRON GPRS SmartMeter Module SmortSynch TMS: Version 7.20 or higher About Sm atiSynch:Msodquortered:n Jackson,links,.SmarlSwch hos been dewiloping w=eatut Smart Gdd WeIlgence solutions for th Vi♦ity industry since MW.The compony's cleandech nnovatbns in the two-way deNuery of real-time energy usage data over public wreleu networks{AUT.Rogers,sic.).in feu of private network buik lmours,hove to date shaptl W SrnatMefer deployments fcr 100 major Nash Americon uttt:w.while enabling green-energy aailblives and deWerkV signllcontfy,higher Returns on Resources. Unike Proprbicry,closed-archlecture soltAb s.SM011Synch's Smorimetees represent tutureixoof investments in technology.The slondords-based iP conroclKy enabled;n every SmadMater deployed makes them adoptable and remotely Lpgrodoble lo suppai today's sensor and corm m callous needs.as well as fornarow's oppodunriies,better than any ofternotive. Copyright 0 2W9.Srncr15 nch Inc.alr AgNs resertied. LG Life's Good TIM Monox. • LG Electronics, Inc. (Korea Exchange;06657.KS) is one of the globally leading companies and technology innovator for electronics,information and communication products.The LG Electronics currently employs more than 91,000 people worldwide in 117 companies. In fiscal year 2011, 48.97 billion USD of revenue was achieved. LG is one of the world's largest manufacturers of mobile phones,flat screen TVs,air conditioners, washing machines and refrigerators.As a future- oriented company,LG enables others to use technology consisting of renewable energies. LG's high quality solar products are being manufactured in LG's leading production facility in South Korea. APPROVCU VHODUC i oUSC UVE CUL �, _ KM 564573 BS EN 61215 PholovoBak Modules 16.8kg Light and Robust O LO Convenient Installation ® With a we.ght of It i 1F,`; ku I r; moat f� :are � rlodui( are carefully designed to benefit proven to dcrlonrt ate. out Ll din,t du ab4iily ta'lers b, allowing quick and easy fstallation, against extarnai p e ,ure ,,,p ic> throughout the carrying,grounding,and connecting 100% EL Test Completed Extra Power All LG module,pa EJFctmluminn c lice o rninrmi/e due to rn'!smat r '_G prod cies nspection Z h s FL,lr ,pectiun ciete.tr cracks and 3 group, .' alar moclules which are sorted by it,, oti ger imperfections unseen by the raked eye- current Tl-)I enables Mono?"io maximize 14,e ,ystc�7a's output by around 2`h rinsed off the tf: Gr t, iii c<dculat!on l Reliable Warranties Positive Power Tolerance LG 1and5 by i1 product,vJth the tr;ngif of a LC provide torous quality iesting h .nls�r cllcb)l cr tiorat�or a)nd sterli ,g warranty policies_ � raoduies to i;sure crustor�ners of the slaled power D, offers a produr;t lirniled warranty and A outputs of all rnodules,with a positive nomrna! 25 year'nmite;d linear output vvarranly tolerance,tlorting at 0%. TM Mon ..? 0 Mechanical Properties 0 Electrical Properties(STC*) Cells 6 x 10 LG270S1C-A3 Cell vendor LG Maximum power at STC(Pmpp) 270 Cell type Monocrystalline MPP voltage(Vmpp) 31.5 Cell dimensions 156 x 156 mm/6 x 6 in MPP current(Impp) 8.58 #of busbar 3 Open circuit voltage(Voc) 38.5 Dimensions(L x W x H) 1640 x 1000 x 35 mm Short circuit current(Isc) 9.17 64.57 x 39.37 x 1.38 in Static snow load 5400 Pa/113 psf Module efficiency(%) 16.5 Static wind load 2400 Pa/50 psf Operating temperature(°C) -40-+90 Weight 16.8±0.5 kg/36.96±1.1 Ib Maximum system voltage(V) 1000(IEC),600(UL) Connector type MC4 connector IP 67 Maximum series fuse rating(A) 15 Junction box IP 67 with 3 bypass diodes Power tolerance(%) 0-+3 'STC(Standard Test Condition).Irradiance 1000 W/ml,module temperature 25'C,AM 1.5 Length of cables 2 x 1000 mm/2 x 39.37 In The nameplate paver output is measured and determined by LG Electronics at its sole and absolute discretion. Glass High transmission tempered glass Frame Anodized aluminum 0 Electrical Properties(NOCT") 0 Certifications and Warranty LG270S1C-A3 Certifications IEC 61215,IEC 61730-1/-2,IEC 61701, Maximum power(Pmpp) 198 DLG-Fokus Test"Ammonia Resistance'; MPP voltage(Vmpp) 29.0 UL 1703,ISO 9001 MPP current(Impp) 6.84 Product warranty 10 years Open circuit voltage(Voc) 35.7 Output warranty of Pmax (measurement Tolerance t 3%) Linear warranty* Short circuit current(Isc) 7.39 '1)1st year:97%,2)After 2nd year 07%annual degradation,3)80.2%for 25 years Efficiency reduction <4.5% (from 1000 W/me to 200 W/mr) 0 Temperature Coefficients •NOCT(Nominal Operating Cell Temperature).Irradiance 800 W/m',ambient temperature 20'C, wind speed 1 m/s NOCT 45.0±2 °C 10ro.40 10i0.40 Pmpp -0.43%/*C 0 Dimensions(mm/in) Voc -0.31%/°C Isc 0.04%/°C t 0 Characteristic Curves 25/,.,e 22ro" 4.5"4A 1000/39.37 Q 10 o,.xr aew(aw tyn di110't'b'� Long side hams ShoR aWe fnrtn 1000 W 4.0175 960/37.50 9 g F V 800 W MIA 9 7 a eo, 6 600 W Tj-esa 5 1• ,l 4 400 W 3 2 200 W 5.5/022 ` 1000/39.37 t� .m5 O 5 10 15 20 25 30 35 40 Voltage(V) � � msloos 140 s' o.rxl z n € qs 4.0roa5 £ 120 --------._.--- ------._-----..._....-----------------ISC.........- 3 E S N >° 100 ------------------- --------------. S £ r 80 "-`----------------------------------- ............. ----------------- 9M/3717 � 04/0.31 60 ------------------------------------------------------- ..... 1 20 .....----------------------------------------------------------------_------ n N 0 -40 -25 0 25 5o 75 90 Temperature(°C) 'Th.distance between the center of the mounting/grounding holes North America Solar Business Team Product specifications are subject to change without notice. L LG Electronics U.S.A.Inc "LG Life's Good"is a registrated trademark of LG Corp 1000 Sylvan Ave,Englewood Cliffs, All other trademarks are the property of their respective owners. NJ 07632 DS-A3-60-C-US-F-EN-30527 Life's Good Contact Ig.solar@lge.com Copyright©2013 LG Electronics.Ail rights reserved. ❑ www.lgsolarusa.com 05/01/2013 Enphase®Microinverters EnphasUM215 enphase E N E R G Y The Enphase° Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. The Enphase System includes the microinverter, the Envoy®Communications Gateway;'and Enlighten® Enphase's monitoring and analysis software. PRODUCTIVE SMART -Maximum energy production -Quick and simple design, installation, - Resilient to dust,debris and shading and management - Performance monitoring - 24/7 monitoring and analysis RELIABLE SAFE -System availability greater than 99.8% - Low-voltage DC - No single point of system failure - Reduced fire risk re enphase® $�® L J E N E R G Y c us Enphase®M215 Microinverter//DATA INPUT DATA(DC) M215-60-2LL-S22/S23 and M215-60-2LL-S22-NA/S23-NA(Ontario) Recommended input power(STC) 190-270 W Maximum input DC voltage 45V Peak power tracking voltage 22-36 V Operating range 16-36 V Min./Max.start voltage 22 V/45 V Max.DC short circuit current 15 A Max.input current 10.5 A OUTPUT DATA(AC) 61208 VAC 0240 VAC Rated(continuous)output power 215 W 215 W Nominal output current 1.0 A (Arms at nominal duration) 0.9 A(Arms at nominal duration) Nominal voltage/range 208/183-229 V 240/211-264 V Extended voltage/range 179-232 V 206-269 V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 57-60.5 Hz 57-60.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles; 1.04 Arms over 5 cycles EFFICIENCY CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes,reference EN50530) 99.3% Night time power consumption 46 mW MECHANICAL DATA Ambient temperature range -40°C to+65°C Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0")without mounting bracket Weight 1.6 kg(3.5 lbs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 FEATURES Compatibility Pairs with most 60-cell PV modules Communication Power line 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 To learn more about Enphase Microinverter technology, [e] enphaSe®visit enphase.com E N E R G Y 0 2013 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner.