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HomeMy WebLinkAbout38183-Z Town of Southold Annex 1/15/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 f fii CERTIFICATE OF OCCUPANCY No: 36715 Date: 1/15/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1090 Cedar Ln, East Marion, SCTM 473889 Sec/Block/Lot: 38.-4-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/12/2013 pursuant to which Building Permit No. 38183 dated 7/18/2013 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 AN EXISTING DWELLING AS APPLIED FOR The certificate is issued to Egert Fmly 2008 Irrev Trt (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38183 01-14-2014 PLUMBERS CERTIFICATION DATED Authorized Signature y~Fat': << 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 38183 Date: 7/18/2013 Permission is hereby granted to: Egert Fr 008 Irrev Trt 1090 Cedar Ln _ PO BOX 296 East Marion, NY 11939 To: install a roof mounted electric Solar Panel system to an existing dwelling as applied for At premises located at: 1090 Cedar Ln, East Marion SCTM # 473889 Sec/Block/Lot # 38.-4-5.1 Pursuant to application dated 7/12/2013 and approved by the Building Inspector. To expire on 1/1712015. Fees: SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Building Inspector 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 i Date. New Construction: Old or Pre-existing Pre-existing Building: (check one) Location of Property: I y YC }y! C~ (~OLS MCA Y 16V1 House No. / Street Hamlet Owner or Owners of Property: L ~Ll 1 ~Q l~ q { C Suffolk County Tax Map No 1000, Section Block Lot 5 Subdivision Filed Map. Lot: Permit No. 1 ~f Date of Permit. IV -1 jApplicant Health Dept. Approval: Underwriters Approval: Planning Board Approval: X Request for: Temporary Certificate Final Certificate: (check one) / Fee Submitted: A " ant ignatuie hO~~pf SO!/ryolo Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 roger. riche rt(cDtown.southoId.ny.us Southold, NY 11971-0959 Cow, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Egert Address: 155 Manor Rd (1090 Cedar Ln) City: East Marion St: NY Zip: 11939 Building Permit#: 38183 Section: 38 Block: 4 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Blumenstetter Electric License No: 34280-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X 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 Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 8KW roof mounted photovoltaic system to include-32 Trina TSM-250P panels, 2-PowerOne PVI 3.6 inverters, 2-combiner boxes, revenue meter, and A/C disconnects Notes: Inspector Signature: - Date: Jan 14 2014 81-Cert Electrical Compliance Form.xls pF S0l/Ty~ TOWN OF SOUTHOLD BUILDING DEPT. `l 765-1802 ~J INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: Cl1C~,t~ ~c~L AG~u~2~ C'm~,lr(p..~,{«fL~ DATE INSPECTOR Tom Petersen Architects Planners Mr. Michael Verity, Chief Building Inspector November 20, 2013 Town of Southold Building Department 54375 Route 25, PO Box 1179 _ U Southold, NY 11971 Re: Solar Panel Installation - As-built Certification DEC - 2 2013 Egert Residence 155 Manor Road East Marion, NY 11939 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. I . The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x6 rafters @ 16" o.c., with 2x4 collar ties @ 32" o.c. and 2x8 ridge, span = 13'-10") 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-I 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 if you have any questions on this information. Thanks! `~S IF. l) ¢&C Sin ely yours, Tom Petersen Cc: Kelcy Pegler, Roof Diagnostics A9 03529' 0 Jk rF Era o F tN4 6 Country Lane • Howell, New Jersey 07731 • Telephone 732-730-1763, Fax 732-730-1783 Tom Petersen Architects Planners Mr. Michael Verity, Chief Building Inspector June 27, 2013 Town of Southold Building Department 54375 Route 25, PO Box 1179 Southold, NY 11971 Re: Solar Panel Installation Egert Residence 155 Manor Road East Marion, NY 1 1939 Dear Sirs, I've reviewed the proposed 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 (2x6 rafters @ 16" o.c., with 2x4 collar ties @ 32" o.c. and 2x8 ridge, span 13'-10") 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 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 this information. Thanks! pC F. pi~ Si rely yours, Oe~ X90 0 a Tom Petersen Cc: Kelcy Pegler, Roof Diagnostics J~qT 03529 -k F OF NEB 6 Country Lane • Howell, New Jersey 07731 • Telephone 732-730-1763, Fax 732-730-1783 FIEIM RED D COMMENTS Clv co b FOUNDATION (1ST) oC (N ~ cr FOUNDATION (2ND) ' z o ROUGH FRAMINCr & U PLUM ONG -sS Mmmwmmg~ MEW M, m INSULATION PERK. Y. STATE ENERGY CODE D o FINAL ADDMONAL COMIIZSNTS o I-. 7 L 0077~- FT G, 7k m J ~ z 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 Survey SoutholdTown.NorthFork.net PERMITNO. 351$3 Check Septic Form N.Y.S.D.E.C. Trustees n Flood Permit Examined 20j 3 Storm-Water Assessment Form Contact: nn Approved 3120 Mail to: ~p FC opr\ y"7vQ,(, k Disapproved a/c u.y _ q Phone 4 r Expiration, 20-L~- PLICATION FOR BUILDING PERMIT E2pletely 'Building Inspector l Date 1,1 20~ INSTRUCTIONS BLDG DEPT. filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. 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 he in described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and re ;ti s, and to admit authorized inspectors on premises and in building for necessary inspections. OCCUPANCY OR USE I S U N LAW F U gnature li tme, i s corporation) ,,VITHOUT CERTIY='""' I t~C, ~T State whether applicant is owner, lessee agent, architect, engineer, general contractPrA~Fe~ goer i er LL BX FEE p ~nw Ruu MtNn, DEPARTMENT AT LOU~4t~~~ 75 EJ2 8 AM TO 4 PM FOR THE Name of owner of premises F0 t.o'.NINGIN'P CTIONS: (As on the tax roll or latest deed) F()'-'NUAI10N - Tvvu PEOU RED If applicant is a corporation, signature of duly authorized officer FOR OIJR_;i C-,NCRETE 2 RCUG~t-nR;I,IVG,PLUMENG, STRAPPING, ELECTRICAL & CAULKING (Name and title of corporate officer) 3. INSULATION 4 FINAL • CONSTRUCTION & ELECTRICAL Builders License No. MUST BE COMPLETE FOR C.O. Plumbers License No. ALL CONSTRUCTION SHALL MEET THE Electricians License No. DI 0 Q R~ T, 3 OF THE CODES FO NEW Other Trade's License No. Y T ON IBLE FOR 0 CONp$J7?RRUCrTZTION IONERRORS. 1. Location of land on which~ proposed work will be done: 155 I~ o'd Q~ aC I \ tai p House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 1 Subdivision Filed Map No. Lot ELF-CTRICAL INSPECTION FT,M)IRED 2. State existing use and occupancy of premises and intendfeeo use and occu ancy of proposed construction: ' a. Existing use and occupancy SA l 1 Q Ic (I M t I l 1 rQcy-A--t b. Intended use and occupancy / 3. Nature of work (check which applicable): New Building Addition Alteration V Repair Removal Demolition Other Work O G 1'00( eats f /.S (Description) 4. Estimated Cost 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 E 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 Will excess fill be removed from premises? YES_ NO 14. Names of Owner of premisesLoU1 SQ EaL Address 155 Kf 00( Z ~ Phone No. Name of Architect)(Vt Q Ll kj f S 0 n Address 6 COu(N M tav\k Phone N60 3 a -73 0 - 11 6 3 Name of Contractor Qo o Q~(k ) NSV S 5O M Address K( Phone No( ~1 6 (IN/ k 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 V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS~ sCa2d4T I being duly swom, deposes and says that (s)he is the applicant (Name of in vidual si m contract) above named, (S)He is the ontract ge , orporate 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. Swom to before me this day of /A C l 2o/3 ~r®Gtis ,17 Notary Public MEGHAN CARRERO Signature of A cant NOTARY PUBLIC-STATE OF NEW ORK No. 02CA6282716 Qualified in Westchester County MY COMMIislon Expires May 28, 2017 Of Wilt l Town Hall Annex O 54375 Main Road Telephone (631) 765-1802 P.O. Box 1179 y ,az 65.y Q~ Soudwid, NY 11971-0959 ~Q roer.richert[04l? SOU(n0ltl ny us BUIWING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION D BY: me: w Date: ~A~1 uhci D~Alz ~3tC ~~yo6 a EAddress: 1 W" J) LEA S 7 l a o > ~3~^^ A nl (~t6 ' h JOBSITE INFORMATION: (*Indica tes required information) *Name: t OL13 F ILT *Address: l0'~0 G~ter La,o,P ~AS~ Mc no *Cross Street: z ' ~e~ t- tl q 39 *Phone No.: Permit No.: g$ Ig3 Tax-Map District: 1000 Section: Block: Lot_ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (~l l~ G~ aF a.ar) Soler Q~tcdr,~ (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: YESI(00 Rough In Final YES / NO 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 ~ dI-IF-,3 B2 (2equest for inspection Form Town of Southold - Chapter 236 - Stormwater Management g SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENFRAT.INF pRMATION: (All Requested Information is Required for a Complete Application) NAME: 0~ Nnsl9u~t, Consaewr er Mar POD oft Prop..tYUMMI IXIN^ new A~pRCa i wu ID 1G Y105~ 1GS OUN 1 lL Fats E- E.ahat 'i,/( 1 S , CJ1~-~ emit, ISS M nay Blid DasmpGw ofCowbotlioaActniq; Apposed Sauciand BMPs, Sail NJ In w ~P+,Pmje¢Spopeaa wliequmm ofConsemlipnAct~ . We"AdYwlPpre ~..oe cowed P"Van E-Naafi Nanaorh e.P mabl. bnblMtaMPrnnr 7 Smalon CanOdha.*- i ` r ~m A, o TalaManat Fart .'T*WAe,dM Tool Area of d = t Plotecl ParaeM: anBw Ground Uslmpanm; Pmk6tawaNOn: Shut EM adDNetll pal.: nao-: P+a6. yryey,ynl Will this Project Disturbs five (5) or More Acres at Any One Thrq DurhM:the Propond DevehApment ? yes No VYES-Plan. A. FolbwAgl a. Does the Applicant havaa Qualified Inspector On Staff To Conduct the Required lnspecibns ? Yes No b. Does U1e SWPPP Inuticate How Frequently cite Site r Wt wa NAMES w d.*CdPe6n 61411 Po Uasy htpaVad Wanrbriaaarr6r Weemda: { Inspeclions Will OcpN and for What Pentod or Ttne? Yes No Q Does ft SWPPP Adequately Identify AN Temporary f---l . andlor Permanent Spa Stabalapon IMeasures ? Yes No d Does the SWPPP Adequately Mmft a Conveft r--1 r--] . Pr*d Phaft Plan 7 Yes No - a. Does the SWPPP Indicate Additional Sue Specific snows air wHmcNd Wawbah:lK-TMa4 wsw tiaui Ialwha_) Pragkes that Will be Utilized to Protect Water puality? Yes No { t. Has the Applicant Submitled a Completed DEC Notice Of Intent and by the Town I SWPPP Acceptance Form for Review ~ O rYPeol hnpsaed Watwbedr. ha. taha Cft k b". P6ad, Soar, Fmhw WaaNd_) i . f t. Yes No i S7 A7F. OF NF.W YORK, COUNTY OF Wiiia'a e;ylyy Ikaro.ltl - being duly sworn, deposes and says that he/she is the applicant for Pemtit, And thathe,(she is the tname,oawaga, eSrPlro:.~Raai....»._ .I Owner and/or fepre"ItativeoftheOMVero{Ownety, and is duly authorized to perform or make and file this' the b fhis n o% the said work and d appHeatioyK that 29 slatmreats rnnfained In (bjy appu~~ are true true t ~ t the best st of his kuowledge and that the Work will be performed in the manner set forth in the application filed heteiejth, Swom to before me this; . -1L -daxor 13 _ Notary Publir......4. V...:4f.:. - ianalwe of ApP6md1 I SWPPP Assessment FORM: 03-12 I UiVCH ~ . of New York ICA Cbunty April 14, 2~~ UNIVERSAL LONG ISLAND PROPERTY OWNER'S ENDORSEMENT (To be completed if the person applying for this permit is not the property owner) State of New York County of Suffolk I hereby certify that I Louise Egert (name) am the Homeowner / Owner in fee of I FiS LA. RAIL Qa (address) in the Town of East Marion, NY 11939 I also hereby authorize of Roof Diagnostics Solar to make application for a permit to perform said work in the foregoing application. O June 18, 2013 Owner in Fee Date I (agent) being duly sworn, deposes and says that he / she is representative of Roo Diagnostics Solar (company) and is authorized by the owner to obtain permits and perform said work in the foregoing application and plans that all statements contained therein are true to the deponent's o - kyowledge U ME6NAN CARRERO NOTARY ?UBLIC-STATE OF NEW YORK 02CA6282716 No. !6 %u~~ pplicant/Agent Cualitled In Westchester County My Commission Explres May 28, 2017 n r-~rla Sworn to before me this P rid of \1 V 20 v 5'n Ni ONl~I Ya/+ HSI~W,/IN 1915 S3099NIO AN 011or M1509 Suffolk County Department of Labor, Licensing & Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 12/20/2012 No. 50906-H j SUFFOLK COUNTY. Home Improvement Contractor License <a F This is to certify that CHARLES K PEGLER doing business as ROOF DIAGNOSTICS SOLAR AND ELECTRIC OF NY LLC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME «o> IMPROVEMENT CONTRACTOR, in the County of Suffolk. License Category 4 NOT VALID WITHOUT Additional Businesses Other DEPARTMENTAL SEAL AND A CURRENT ll CONSUMER AFFAIRS ID CARD > Commissioner as ~ a tir f ? ? , r a{` ct g, ..:s 20 MI.1. 'w-.A a ',aa 4 s 4 a o~ i frw ,P."si Y r y><J''* '1 ' x a zS st ' d i f y 7, : f d d ndr "N ft N; ~E 76 y"c. ? No. ature of Rockland County The LAO isl - THIS IS TO CERTIFY THAT Tames Poxzono { { z holder o license of ~ tf II and paid the fee as required by law and has beevr registered at E'( ir has met the necessary requirements 4 z dt a MASTER ELECTRICIAN at the office of the Legislature and is hereby licensed to carry on business as a 14 of„ ita s e~} ` MasterElectriti No. 187 Route 9W, Havexstraw, NY 10927 r until revoked as provided h.- law. q 1 l sAt.~~ r . a l sl l+.rr!-2~I6 a* gr I airman E;ectrical do Examiners f { > it Jr t i x'521 2 x6V 1f}`-1- , lF I p ap. Secretary Electric l Board of Examiners ra r ki: t~ , Tames Forzono Date 1'ebruar ll, 1999 (8uperviv(fof'Worlla d Sa aIX `f' u, if t1 .ra yv+rT c ] ac ry 4 4 1 I ~ `rn Fy ¢ 6 x ~ ~ n ~ L~.a f !x J 1 i R 11f1i r' ~!h r ~ ~ C~ r 4 ~ ''n ff,~g~: alftit 4ao t + J t L~ ~ + r" /z.~ f S J t i G~ 14U.i r ~ t h L ~ ! f 1~ vl 'fret [ ? f ~ J J v ~ t r ROOF DIAGNOSTICS 306 Airport Executive Park S Iii LAR Phone: 845-262-1448 Phone , NY 1Fax: 845-262-1445 PV Systems Calculations All work to comply with the 2011 NEC All equipment shall be UL listed for condition of use. Rack and panel grounding accomplished using Unirac UL listed UGC-1 "weeb" clips and lugs (see spec sheet provided) with #8 bare copper conductors. The DC source circuits of this system are ungrounded, appropriate labeling will be provided at time of installation if not already provided by inverter manufacturer. Calculations assume an ambient record temperature range of -12 through 83 Degrees Fahrenheit. Inverter # 1 DC Operating Voltage: 31 x 8 = 248 VDC DC Operating Current: 8.06 x 2 = 16.12 ADC DC Short Circuit Current: (8.55 x 1.56) x 2 = 26.676 ADC DC Maximum System Voltage: (37.4 x 1.20) x 8 = 359.04 VDC<600VDC DC source circuits shall utilize 98 THHN temperature corrected for 123 degrees Fahrenheit using a factor of 76%: 55 x.76 = 41.8 amps > 26.676 ADC Inverter #2 DC Operating Voltage: 31 x 8 = 248 VDC DC Operating Current: 8.06 x 2 = 16.12 ADC DC Short Circuit Current: (8.55 x 1.56) x 2 = 26.676 ADC DC Maximum System Voltage: (37.4 x 1.20) x 8 = 359.04 VDC<600VDC DC source circuits shall utilize 98 THHN temperature corrected for 123 degrees Fahrenheit using a factor of 76%: 55 x .76 = 41.8 amps > 26.676 ADC ~PeV ARC PS F. PET y~T a N Q~ q~ 03529o JO F OF NEB Solar Installation Three Line Diagram Roof Mounted PV Array - 8.Okw DC Roof Exterior Interior Otility Meter Panel Totals 120/240V 32 Trina Single Phase 3 Wire M TSM- NEMA 3-R LIPA 250PA05A.08 Combiner Box Sub Panel 4 Strings Total 4 Strings Fused I5A Each 1004 Bus Rating DC Disconnect Inverter 404 Main EXIStinl2 Meln 40A PowerOne (2) 2 Pole 20A Distribution Panel 600V PVI 3.6 Main Breaker 16 Modules oc Solar kWh Meter 200 A 2 Strings of 8 , ac 3KN HR Centron GPRS Smartmeter w/ - -I wireless connection Single Phase 60A 60A (4)#10 PV Wire 125A Disconnect Disconnect L 2 Positive Non-Fused Fused 2 Negative 35A 40A (1) #6 THHN QC Disconnect Inverter Cont. Equp. Ground 404 PowerOne 600V PVI 3.6 p 16 Modules N 13 2Strings Of8 TO uc j G - - ~ ~---I nc N - - - - - - - - - - - - - - - - - - - - - - - - Main Building j (4)#10PV Wire 2 Positive r Grounding Electrode 2 Negative (4) #8 THHN (3) #8 THHN (4) #6 THHN (3) #8 THHN (4) 46 THHN -4- (1) #6 THHN 2 Positive 2 Hot 2 Hot 2 Hot 2 Hot Cont. Equp. Ground 2 Negative 1 Neutral 2 Equip. Ground 1 Neutral 1 Neutral (1)#6 THHN Equip. Ground (l)#6 Equip. Ground (1) #8 THHN (2) #6 Equip. Ground I Equip. Ground In I" PVC In I" PVC 1 Neutral In P' PVC In P' PVC In I" PVC Trina Solar Module Suggs 32 Trina TSM-250PA05A.08 C' ~,eD AACy Maximum Power @ STC: 250W co g F. PgT~ /X MPP Voltage: 31.0 V gyp' 9, F MPP Current: 8.06A W O 01 a Open Circuit Voltage: 4 Short Circuit Current: 8 8.55A .554 0 " ¢ IS- = ;;F- Z `--.~UcKN" Module Efficiency: 15.3% Maximum System Voltage: 600 V ---R. Maximum Series Fuse Rating 154 Power Tolerance: 01+3% 03 5 90 O ROOF DIAGNOSTICS 306 Airport Executive Park Egert Residence 9~. 2 y F pl Nanuet, NY 10954 155 Manor Road OF NE S~i~LAR Phone: 845.262-1448 East Marion, NY Fax: 845.262-1445 11939 ~ ~ ~~S F. PETS 411 o`S 39'-3" JZ er~l Z rl py r GQ3 i ~ 1 L -1 ~ 03529 A0Q 0 F N G~.S CLEAR D WALKWAY I FRONT UPPER 32 PANELS EXISTING ELECTRIC PANEL • EXISTING ELECTIC METER FRONT UPPER INVERTER41; AZIMUTH: 145 'r t` fs • PITCH 21 POWER ONE 3.6 V 'tE 2 STRINGS - TOTAL 1 r` i~41r o 2 STRINGS OF B v~. r r! `gyp AIR GAP LESS THAN G° CRACK NOUN T7 INVERTER#2: TOTAL SYSTEM SIZE: 8.00k° DC fPOWER 0NE3.6 34 MODULES 8250w PER MODULE ~c.. 2 STRINGS _ TOTAL § ¢ 2 STRINGS OF 8 - - k .'%0 ~ t ROOF DIAGNOSTICS r + SOLAR AND ELECTRIC, LLC rY SITE MAP EGERT RESIDENCE yF 14' A,i~y+ .a * 2 - POWERONE INVERTER TSM-250PA05 155 MANOR ROAD `VI 3.:-U5 INVERTER °r:RM PANELS-250w EAST MARION. NY 11939 j REVIaION Trlna Solar Panels - - - DATE: 21 JUNE 2013 DWG NO.::598 Mono Multi Solutions TSM=PC05 TSM=PA05 THE UNIVERSAL SOLUTION 15.30 MAX EFFICIENCY tilodule can Lear sr,o'.v loads up to 54001'a and 25OW wind loads up to 2400Pa MAX POWER OUTPUT Guaranteed power output 10 YEAR 3~0 0-+3% - - PRODUCT WARRANTY 0 High performance under low light conditions Cloudy days, mornings and evenings 25 YEAR - LINEAR POWER WARRANTY Independently certified by international V certification bodies IEC61215, IEC61730, UL1703, TUV Safety Class 11, CE ',-grated PV manutoctu,er, involved in prod,clionvtinyats,wrifersand cells Manufactured according to International Quality the assembly of high quality modules. 15~ and Environment Management System Standards , ng both mono and mulficrystalfne rinologles. As of July2011~ the ISO9001, IS014001 ,mpony hos already achieved an nuali.ed namepiale module capacit; ipproxin-,otely 1.9Gw. Trino Solor's ie range of products are used in dential. can,merciol, industrial and -blic utility applications ihrougl c 9 dd. Ay by matching on efficient c perfvmo- , os an an industry LINEAR PERFORMANCE WARRANTY dustry achieve grid rid p.~~ ' . A of Trina Solar. we hove both. 10 Year Product Warranty • 25 Year Linear Power Warranty ; nin° Solar limited 100% Addiri 7solar c.,,, v °nof value fi°rh - - c 9m Trino So1ar s 9n v, o ~ so Trinasolar F,rr 1° 15 20 25 I TSM-PC05 / TSM-PA05 ME UNIVERSAL SOLU11011 DIMENSIONS OF PV MODULE TSM•PC; PA 05 ELECTFICAL DATA q STC -~L 0 TPIA. 5 TSf.4 A,"T~rs-24S TrIJ•-:50 FC F FACE FC : Ft-p5 fC FA05 Fr FA'~15. PC FI.rS 941mm Peak Power Watts-P- (Wp) 230 235 240 245 250 77, Power Output Tolerance-Pm~x 01+3 0/+3 0/+3 0/+3 0l+3 i e:a ~ o Maximum Power Voltage-V,. (V) 29.8 30.1 30.4 30.7 31.0 +NEVri( ° Maximum Power Current-ImvP (A) 7.72 7.81 7.89 7.98 8.06 g Open Circuit Voltage-Voc (V) 37.0 37.1 37.2 37.3 37.4 Short Circuit Current-Isc(A) 8.26 8.31 8.37 8.47 8.55 'a Module Efficiency IT. 14.1 14.4 14.7 15.0 15.3 E o g Values at Standard Test Conditions STC (Air Mass AMT.5. Irradionce 1000W/m2, Cell Temperature 25°C). I ELECTFICAL DATA o NOCT TSM-230 TSM-235 TSM-140 TSM-245 TSM-250 F'C.PACS PC FA05 PC/PA05 PC;PA05 PCFA05 Maximum Power (W) 168 172 175 178 182 A- .A Maximum Power Voltage (V) 271 27.4 27.7 27.8 28.0 !-J t 3 Gr¢JiuCr~-h-~E Maximum Power Current (A) 6.20 6.27 6.32 6.41 6.50 Open Circuit Voltage (V) 33.9 34.0 34.1 34.2 34.5 812mm - In Short Circuit Current (A) 6.68 6.70 6.75 6.83 6.90 Back View NOC7: Irradionce at BDOWIm'. Ambient Temperature 20°C, Wind Speed IM/s. id•EC:H,,LNICAL DATA E E Solar cells Multicrystalline 156 x 156mm (6 inches( Cell orientation 60 cells (6 x 10) Module dimension 1650 x 992 x 40mm (64.95 x 39.05 x 1.57 inches) A-A Weight 19.5kg (43.0 lb) Glass High tronsparancy solar glass 3.2mm (0.13 inches) Frame Anodized aluminium alloy J-Box IP 65 rated I-V CURVES CF PV 11C,C'JIE T:SIA FC FA 05 Cables / Connector Photovoltaic Technology cable 4.0mm' (0.006 inches'), 1000mm (39.4 inches). MC4 / H4 IODOw/m2 B.w aoow/mz 6- TEMPERATURE RATINGS 1J.A7.I1,lU0A RATINGS ST G00w/m2 Nominal Operating Cell 46°C (±2°C) Operational Temperature -40-+85°C 4" Temperature (NOCTI O 3rO e00w/m2 Maximum System IOOOV DC(IEC)/ Temperature Coefficient of P-, 0.43%/°C Voltage 600V DC(UL) 2.1 m 2vow/12 - - Temperature Coefficient of Voc - 0.32%/°C Max Series Fuse Rating 15A 0m Temperature Coefficient of Inc 0.047%/°C Om 10, 20.0 307 ' 40'= VoltaaelVl Average efficiency reduction of 4.5% at 20OW/m2 WARRANTY according to EN 60904-1. 10 year workmanship warranty 25 year linear performance warranty (Please refer to product worronty for details) r 0 CJ CERTIFICATION PACKAGING CONFIGUPATIC14 a rq ON S~ Modules per box: 24 pcs w 11 Modules per 40' container: 672 pcs ICIM 4xern4 (E O eYE PV CYCLE LISTED Nff TrinaJolal CAUTfON READA ETYANDINSTALLATION IIJSTF,UCTIONSBEFOREUSINGTHEPP.GDJCT. behind ir„ I x`2011 Lina Solar L;-1-.1_ Ali righisreseived_SpeciOcatians inclvdedin this dola_heel are subject to change - { without notice. ® AURORA ~lChGflgll?g one Photovoltaic Inverters the Shape of Powet WIN General Specifications : Outdoor Models PVI-3.0-OUTD-US I PVI-3.0-OUTO-S-US i HI-3.6-OUTD-US / PVI-3.6-OUTO-S-US ' PVI-4.2-OUTD-US / PVI-4.2-OUTO-S-US High-Efficiency, 3 kW to 4.2 kW Inverters Installer Friendly Aurora° grid-tie transformerless inverters offer a unique combination of - Reverse-polarity protection minimizes potential damage caused by ultra-high efficiencies, Installer-friendly designs, long service life, and miswiring during installation. competitive initial acquisition costs, significantly increasing return on - Front-panel mounted LCD display provides real-time updates for all investment in solar-power installations. critical operating parameters. - RS-485 and USB communications Interfaces. Industry-Leading Features and Performance - Integrated DC switch available in compliance w.th NEC Standard, - High efficiencies deliver more energy - up to 96.8% (96% CEC). Article 690' Solar Photovoltaic System" (USA). - Two inputs with independent MPPTs, optimize power from multiple • Anti-islanding protection. arrays oriented in different directions. - Compact size and h;gh power density: 460OW max of output power in a box size of just 3311116" x 1213116" x 81/4". Unmatched Applications Flexibility Models ACPowor • Full-rated power available up to 50 •C ambient temperature. _ PVI-_3.0-OUT_D-US_ 3000W _ - Two input sections, with parallel opton. with independent high-speed _ pVl-3.0-OUTD-S-US 3000 W MPPTs, optimise energy harvesting from multiple arrays oriented in different directions. PVI-3.6-OUTD-US 3600 W _ • Wide MPPT operating range: 90 to 580 VDC. PVI-3.6-OUTD-S-US ! 3600 W - ?vl_4.2_ouTO_us 42ooW- Field-Proven Reliability • IP65 (NEMA 4) rated enclosure withstands the harshest environmental PVI-4.2-OUTD-S-US 4200 W conditions. - Front-mounted heat &nk resists contamination, enhancing cooling and AURORA' Communicator software s mplifies monitoring via PC. increasing reliability and long-term efficiency. AURORA' Easy Control datalogger is available for remote • Grid-connected operation accord ng to international standards, control via Internet or modem. UL1741/IEEE1547 & CSA-C22.2 N.107.1-01. - '0-year warranty, optonally extendable to 15 and 20 years. Renewable Energy Division AURORA Photovoltaic Inverters High Efficiencies Across a Broad 108% Range of Operating Conditions 15% a?d PVI40, PA-3.6, and PA-4.2 inverters work with nominal output 13% „ voltage, at up to 96.8% efficiency (CEC 96%). The graph to the right T'% UA demonstrates the high efficiencies, across a continuous range of input 133 voltages and load conditions, for the PA-4.2. The graphs below depict the industry-leading performance of all models 94.4 at three discrete MPPT-voftage reference points, and a continuous range u% of load conditions.~x N :40% iL aL i4oi" 35% al.f -3a% +icr-S3% IWA 141 sa% uw _ 15% „ --r' l3% 3% Naw3 zil :aa 331 313 ma 490 MPPT Voltage [VI PVI-3.0-OUTD Efficiency a n ,a 13 r PVI-3.6-01LITO Efficiency 1M n 95 W a ~ n a a n PVI-4.2-OUTD Efficiency 85 ca 0% 5% 10% 15% m 92 a W a n a a a 95 n ` a a 13 A 05 C @ 10% 151 0 It v W M !pi ` -t t t mo Ib21Slk 87 .16-Alk 05 . IYdTph a 0% 5% 10% 15% n% 25% U% 0% Oa% 50% 55% 10% n 70% 75% 10% f0% 1S'/ 10@% Output Power 1% of rated owerl AURORA power- f e® ~~`Changirrq the Shope of Power PflOtOVOfta'lc Inverters r r ~ r l r r SPECIFICATIONS' r r r r r ;INPUT PARAMETERS (DC_SideL_ •Nominal DC Power 3120 W 3750 W 438O W Total Max DC Power 3500 W 4150 W 4820 W ODeratina MPPT Input Voltage Range 90 V to 580 V 360Vrominal 200 V to 530 V 0 V rid 277 V 200 V to 530 V @ V rid 277 V FuRN Power MPPT Range 160 V to 530 V 20( V to 530 V V rid 240 V 200 V to 530 V ®U rid 24 V 220 V to 530 V 0 V rid 208 V 220 V to 530 V 0 V arid 208 V ;Max Input Voltage 600 V ;Activation Voltage 200 V nominal fadiustable from 120 V to 350 V) }Number of Independent MPPT Channels 2 iMax DC Power On Each MP PT Ch net 2000 W 3000 W 3000 W Max.` DC Curren Per MP PT Channel 10A 12.5A short circuit) I 16A 20A short circuit 16A 20A short circuit Thermal Protected DC Side Varistor 4 DC Switch Int rated in the -S versions ratio 60OV/25A 4 (2 positive:2 negative) DC Connections Screw Terminal Block Wire sizes : Solid, from, AW020 to AWG 6 - Stranded, from AWG20 to AWG 9 Cable Gland: M25 - Cable diameter: 3(8" to 11116" OUTPUT PARAMETERS AC Slde Nominal AC Power 3000 W 3600 W 4200 W `Max AC Power 3300 W 4000 W 4600 W AC Grid Connection split phase 240V - sin le phase 208V/277V Nominal AC Volta a Default 240V - 0 tional 208V or 277V settin re uired AC Voltage Range _ 277 V 244-304 240 V 211-264 208 V 183-228 Nominal AC Freauen 60 Hz Continous AC Output Current 12A - 14.5A - 14.5A 16A - 16A 17.2 20A - 20A 20A Maximum Output OC Protection 15A - 20A - 20A 15A - 20A - 25A 25A - 25A 25A AC Side Vadstor 2 live-netrual / live-PE Screw Terminal Block AC Connection Wire sizes : Solid, from, AWG20 to AWG 6 - Stranded, from AWG20 to AWG 8 Cable Gland: M25 - Cable diameter: 318" to 11/16" Line Power Factor 1 AC Cunr t D' trorti <2% at rated wer with sine wave volts s Max Efficiency .8% CEC _EHiciencv 96% Feed in Power Threshold 20W Nighttime Consum bon <2 W Isolation NO transformerless topoloay) ENVIRONMENTAL PARAMETERS Cootnt in Natural coolin FAmbient Temp. Range °C -25'Cte+60'Ca, erde,a w?am6>55°0 -25'Cto+60`Cdua6r fotTarb>45% ~O eratin Attitude 6030 ft ~ACousti_cal Noise < 50 dBA 19 1 in Environmental NEMA Ratio NEMA 4X Re; lative Humidity 0-100% condensing MECHANICAL C~ Dimensions (HxWzD) [inches) -S version : 3311116"x1213/16'01/4" basic version : 21 1!2" x 12 13,16" x 81/4" Weight pbs) 37.5 Its - 46.25 Ibs OTHER _ :Display YES AI hari=eric 2 lines RS485 (sprirg terminal block - wire cross section: AWG28-16) Communication USB connection (for Service only) 'Aurora* Easy Control" system for remote control (Cptiorap Standards and Codes Aurora' inverters Comply with standards set for grid-tied operation, safety and electromagretic compatibility nciuding: UL1741/IEEE1547 & CSA-022.214.107.1-01, VDE0126, CEI 11-20, DK5940, CE164.8, IEC 61683, IEC 61727, EN50081, EN50082, EN61000, CE certificafon, El Real Decieto RD166312000 de Espana. AURORA Photovoltaic Inverters Block Diagram and Operating Configurations + PV Inputl MPPT 1 i - PV Input 1 VD'A'r + PV lnpul 2 Out put - PV Input 2 OC Switch MPPT 2 ; PVI-3.0-OUTD-US / PVI-3.6-OUTD-US / PVI-4.2-OUTD-US - PVI-3.0-OUTO-S-US / PVI-3.6-OUTO-S-US / PVI-4.2-OUTO-S-US I Configured with internal DC disconnect switches Rev 12 U-July. 2010 TECHNICAL. REVISIONS - The appearance of products, nciudtng safety agency certifications pictured on labe's, may change depending on the date manufactu-ed. Specrticatons are sub,ect to change without not ce. Power-One Inc. 740 Calle Plano Camarillo, California - 93012-8583 fesales-u sdpower-one. com www.power-one.com Technical :ZUNIRAC SolarMount-ITM Roof Mount Technical Datasheet Pub 101109.1td VIA November 2010 SolarMount-l Module Connection Hardware Slider and Mid Clamp ..........................................................................................................1 Slider and End Clamp 2 SolarMount-I Series Accessory Mount 2 SolarMount-I Beam Connection Hardware 1- Flange Foot .....................................................................................................................3 2- Flange Foot .....................................................................................................................3 Beam Splice ........................................................................................................................A SolarMount-I Beam SolarMount-I Beams ............................................................................................................5 SolarMount-I Engineering Reports SolarMount-I 1.0 Beams ......................................................................................................6 SolarMount-I 2.5 Beams ......................................................................................................8 SolarMount-I Module Connection Hardware SolarMount-I Series Slider with Mid i;R~ i r.f Part No. 02027C, 02028C, 02029C, 0203 Slider and Mid Clamp Material: One of the followir,g mill extruded aluminum alloys: 6005-T5, 6105-T5, 6061-1"6 Ultimate Tensile: 38ksi, Yield: 35 ksi • Slider Weight: 0.026 lbs (12g), Mid Clamp Weight: O G 50 0- . Allowable and design loads 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 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, Ibs (N) Ibs (N) Fs Ibs (N) m Sliding, Xt 1194 (5311) 490 (2180) 2.44 741 (3296) 0.620 ~i Tension, Y+ 1503 (6686) 677 (3011) 2.22 1024 (4555) 0.682 Transverse, Zt 2080 (9252) 915 (4070) 2.27 1383 (6152) 0.665 Y L ?X Dimensions specified in inches unless noted a Technical Datasheets UNI RAC SolarMount-I Module Connection Hardware SolarMount-I Slider with End Clamp Part No. 02001C through 02006C, 02009C, 020 10C, • Slider and End Clamp Material: One of the following mill finishers Nut • • extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Ultimate Tensile: 38 ksi, Yield: 35 ksi Slider Weight: 0.026 Ibs (12g), end clamp weight varies based height: -0.058 Ibs (26g) End ` Allowable and design loads are valid when components are Clamp assembled with SolarMount-I 1.0 or 2.5 Beams according to authorized UNIRAC documents Sliders are compatible with SolarMount-I Beams Beam Assemble with one'/,-20 ASTM F593 boll and one'/,-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft-Ibs of torque Slider Resistance factors and safety factors are determined according c- part 1 section 9 of the 2005 Aluminum Design Manual • Modules must be installed at least 1.5" from either end of a beam Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, Ibs (N) Ibs (N) FS Ibs (N) 4) Y Sliding, Xt 283 (1259) 104 (463) 2.72 157 (698) 0.555 A Tension, Y+ 332 (1477) 88(391) 3.77 133 (592) 0.401 X 0 625 Transverse, Zt 1367 (6081) 533 (2371) 2.56 806 (3585) 0.590 . Dimensions specified in inches unless noted SolarMottnt-I Accessory Mount Part No. 08010M • Slider Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Bolt accessory Ultimate Tensile: 38 ksi, Yield: 35 ksi • Slider Weight: 0.026 Ibs (12g) Nut / 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 • 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 ft-Ibs of torque Resistance factors and safety factors are determined according S calculations and UNIRAC testing I - Maximum distance of Maximum weight of Y accessory center of gravity accessory from beam center Ibs (kg) . X in (mm) 7(178) 32 (14.5) Dimensions specified in inches unless noted Technical Datasheets SolarMount-1 Beam Connection Hardware SolarMount-1 1- Flange Foot Part No. 04.^.,, M • 1-Flange Foot Material: One of the following mill finished extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6 f Ultimate Tensile: 38 ksi, Yield: 35 ksi • 1-Flange Foot Weight: 0.101 Ibs (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 1-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 1 r X Average Allowable Safety Design Load Resistance Applied Load Ultimate Load Factor, Ibs (N) Factor, Direction Ibs (N) ibs (N) FS m oo ix, o no aoi Tension, Y+ SolarMount-1 1.0 Beam 1388 (5952) 591 (2629) 2.26 894 (3977) 0.668 ~Ok I - t SolarMount-I 2.5 Beam 1514 (6735) 648 (2882) 2.34 980 (4359) 0.647 - 0931 w1 - Compression, Y- SolarMount-I 1.0 Beam 2931 (13038) 1288 (5729) 2.28 1948 (8665) 0.664 Dimensions specified in inches unless noted SolarMount-I 2.5 Beam 2750 (12233) 1223 (5440) 2,25 1849 (8225) 0.672 Transverse, 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 Sliding, 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 r Ultimate Tensile: 38 ksi, Yield: 35 ksi • 2-Flange Foot Weight: 0.103 Ibs (47 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 • 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 Allowable Safety Design Load Resistance Applied Load Ultimate Load Factor, lbs (N) Factor, 1 Direction Ibs (N) Ibs (N) FS m ?X zr Ox =V Tension. Y+ SolarMount-I 1.0 Beam 1931 (8950) 864 (3843) 2.23 1307 (5814) 0.1.67 l SolarMount-1 2.5 Beam 2478 (11023) 1111 (4942) 2.23 1681 (7477) 0.678 1 1 Compression, Y- `1 - SolarMount-1 1.0 Beam 3788 (16850) 1706 (7589) 2.22 2581 (11481) 0.681 SolarMount-12.5 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)1 2.15 30 (133) 0.705 Sliding, Zt (see Beam Splice) I"" Technical :":UNIRAC SolarMount-I Beam Connection Hardware SolarMotcnt-I Beam Splice Part No. 03020M. 03021N1 / Beam Splice Material: Aluminum 5052-H32 Beam Ultimate Tensile: 31 ksi, Yield: 23 ksi r Beam Splice Weight: 0.053 Ibs (24 g) v Bolt Allowable and design loads are valid when con- ponents are r assembled according to authorized UNIRAC documents L II, Beam Splices are compatible with SolarMount-I Beams when used J 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 if r Applied Load Average Allowable Safety Design Resistance ` Direction Ultimate Load Factor, Load Factor, /Nut f-Flange or lbs (N) Ibs (N) FS Ibs (N) m 2-Flange Foot Sliding, :k 1428 (6352) 620 (2758) 2.30 938 (4172) 0.657 003:) 1 1330 I ~ 0. 1W -cps - Y l oo.zw -?X - - ~ni - Dimensions specified in inches unless noted a Technical Datasheets :F U N I RAC SolarMount-I 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 0.0211 Radius of Gyration (X-Axis) in 0.4453 0.9940 Radius of Gyration (Y Axis) in 0,2536 0.2127 l 1.405 L ' 1.094 ' 0.547 0.547 J 1.000 - - 1.000 - SolarMount-I 1.0 Beam Height = 1.094" SolarMount-I 2.5 Beam Height - 2.500" Part No. 10144M Y Part No. 11192M Y One 00.281 hole is 1.188" 1 Two 00.281 holes are 1.188" A from each end of the beam ? X from each end of the beam ? X Dimensions specified in inches unless noted a N- 1"" Technical Datasheets UNIRAC UNIRAC SolarMount-I 1.0 Engineering Report, Page 1 of 2 90 mph Wind Chart Max Span (inches) Uplift Ground Snow Point Loads ounds : Up/ Down/ Side 1 module Module Size 0 20 30 40 52" x 35" 56 52 48 44 229/ 262154 211 / 305/ 96 19713271 123 177/ 3641 140 65" x 40" 49 44 41 37 250/ 286/ 58 222/321/ 101 2071345/ 129 1861384/ 148 L 77" x 51" 40 35 33 30 Downforce 238/ 2731 56 212/ 307196 1981 3291 123 178/3661 141 1 module S d 110 mph Wind Chart Ground Snow Know your limits[ Module Size 0 20 30 40 Check attachment 52" x 35" 49 48 45 42 load limits. 305/ 323/ 47 295/ 334/ 88 2771356/ 113 261/377/ 136 65" x 40" 41 40 38 36 321/ 340149 311/ 352/ 92 29213751119 275/397/ 143 77" x 51" 33 32 30 29 306/ 325/ 47 2971336188 2781358/ 113 263/ 3791 136 120 mph Wind Chart Ground Snow Module Size 0 20 30 40 52" x 35" 45 45 42 40 3371350143 334/ 353183 3151374/107 299/ 3941 130 65" x 40" 38 38 36 34 355/ 369145 3521372187 332/ 394/ 113 31514151 137 77" x 51" 31 30 29 27 339/ 352143 3361355183 317/376/ 108 3011396/130 150 mph Wind Chart Ground Snow Module Size 0 20 30 40 52" x 35" 37 37 37 35 432/427/35 4321427/68 4321432/ 93 415/ 4491 114 65" x 40" 31 31 31 30 455f450137 455/ 450171 4551455198 438! 4731 120 77" x 51" 25 25 25 24 434/ 429135 434/ 429168 434/ 434/ 93 418/452/ 114 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 5 45, or a hip roof 5 27' • The roof has a minimum slope of 1.2' • Installation must have at least 4 modules grouped together (minimum 50 W) • 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 112 Max Span • Max cantilever= 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 loads • 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 eave to ridge 150 • 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 A. B. C, or D • Spectral response acceleration, Ss, is 5 1.5 (and S 0.35 if snow loads are z 30 psf). a Technical Datasheets U N I RAC UNIRAC SolarMount-I 1.0 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 1/2 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 (psf) 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 sf 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 -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,! to module 1 module 0.95 1.84 2.53 3.22 Side, module 110 6.21 6.21 6.21 6.21 Uplift. L to module >f.1 6.57 7.02 7.98 8.94 Downforce, L to module 0.95 1.84 2.53 3.22 Side, I/ module 120 7.44 7.44 7.44 7.44 Uplift, -L to module t 7.71 7.88 8.83 9.79 Downforce,/ to module oov+ ode module i Side 0.95 1.84 2.53 3.22 Side, /J module l H module 150 11.77 11.77 11.77 11.77 Uplift, L to module 11.63 11.63 11.77 12.73 Downforce,/ to module L : perpendicular/ normal 0.95 1.84 2.53 3.22 Side, d 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 1-Jernational Code Council , Inc.. '2006. 01 a I'' Technical Datasheets :a: U N I RAC UNIRAC SolarMount-I 2.5 Engineering Report, Page 1 of 2 90 mph Wind Chart Max Span (inches) a fa s, Ground Snow Point Loads ounds : Up/ Down/ Side 1 mod l; Module Size 0 20 30 40 52" x 35' 76 67 57 51 _ 310/ 3551 73 271/392/ 123 2311385114-4 205/4231 163 65" x 40" 63 56 51 45 319/ 365175 2841410/ 129 259/430/ 161 229/473/ 182 77" x 51" 50 44 41 37 Downforce 300/ 344/ 70 2671386/ 121 249/414/ 155 224/4611177 •L module Sid /1 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 toad limits. 3991423161 386/4371115 354/ 455/ 144 314/4521 163 65" x 40" 53 51 48 45 410/ 434/ 63 397/ 449/ 118 372/ 4791 152 351/5051182 77" x 51" 42 41 38 36 386/409159 3731421111 '1501450/143 331/477117-2 120 mph Wind Chart Ground Sna\v Module Size 0 52" x 35' 59 59 55 51 442/458156 437/ 463/ 108 413/4901140 376/495/ 163 65" x 40" 49 48 46 43 454/ 470158 449/4751111 424/ 503/ 144 403/ 5301 174 77" x 51" 39 38 36 34 427/443' S5 .17i 1C,5 47-' .tC"!! 150 mph Wind Chart Ground Snow Module Size 0 20 s0 40 52" x 35" 48 48 48 46 5661559/46 566/ 559189 565/5661 122 5441 5881 149 65" x 40" 40 40 39 38 581/ 574147 5811574/ 91 581/ 581! 125 559/ 604/ 153 77" x 51" 31 31 31 30 547/540/ 44 5471540186 547/ 547/ 118 526/569/ 144 Installation of products related to this engineering report is subject to the r , - Flush roof installations only; modules must be < 10• from roof surface The building has either a flat roof, a gable roof 5 45', or a hip roof 5 27° The roof has a minimum slope of 1.2- • Installation must have at least 4 modules grouped tcrlc'.hwr i m n mt-vi °,i I! Surrounding ground area must not slope more then t C d:-qre,=, 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 112 Max Span • Max cantilever = 113 Max Span • Ground snow loads are adjusted for roof slope and tempa:ra:ure bua,V.d V, ASCE (!5 • Long edge of module must be perpendicular to the beam • The installer must comply with the responsibilities and instructions described in the n5lall manual • The installer must confirm that the method of attachment (components and hardware) and structure can handle the given point loads • 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 eave 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 loads have not been considered. • Installations must be In seismic site class A, B. C, or 0 • Spectral response acceleration, Ss, is s 1.5 (and s 0.35 if snow loads are a 30 psf). a 1' Technical - Datasheets U N I RAC el-N UNIRAC SolarMount-I 2.5 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 1/2 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 (psf) 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 sf 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 -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 1 module 0.95 1.84 2.53 3.22 Side, /f 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 Side, /I module 120 7.44 7.44 7.44 7.44 Uplift, -L to module 7.71 7.88 8.83 9.79 Downforce,1 to module Downforce Side 0.95 1.84 2.53 3,22 Side, /1 module module module 150 11.77 11.77 11.77 11.77 Uplift, i to module 11.63 11.63 11.77 12.73 Downforce, l to module L : perpendicular/ normal 0.95 1.84 2.53 3.22 Side, It 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. a dmo Rio v m. r_,t4 es EcoFastl-n Sofa,-* 877-859-3947 Committed to the Support of Renewable Energy gg ~t . I ! i s C) z 'Z I ~m ~ O v c c~ c_ Q m I - r - 11 GREENFASTEN' PRODUCT GUIDE - GF-I GF1- L 812 >t fn- - N-1 1 - y r 11, VaR N6 L ao- m Amok Rnish Options ck Y ` BLK = Matte Black 1 r BRZ = Medium Bronze a MLL = Mill Finish - 0Wm-Sb" Al-PftK$edWAV00pjF -tJ1V srBMW 03MI1 - - - - - - - - - - - - Sect-2 GREENFASTEW PRODUCT GUIDE - GF-1 i ~ .t C," .377T-OC6 THRU ALL .31 - J , .002 17:.875±.010 X820 _ R , t v°E ol m llJ C EmFarn+ Serst~l >u ~+~t ~~e e.d,r wp~K w ~ ~ 0?lClr 1 See43 _ GREENFASTEW PRODUCT GUIDE - GF- I - - Brod:et Options - CP-SQ i rte': , V qw 05 (-f- ~ v° Y+ ~F UE .177 1010 1 HRL: ^ . . f Compression Plate 2" X 2" Mill Aluminum _ w Ser-4 4 fy~ ~ ~ ~ 'cam- -4 ! k-fi i ~ ' j~ ram EcoFastcn Solaro 877-859-3947 Committed to the Support of Renewnblo fiw& I I ' I o p I FES- Kris sssssssis6 an sissssi Bali ~ i ~ I j i ¦suerer¦rcr I a:as¦u¦:. C4 ` ' I tQ I cues¦¦er¦ss¦qs ¦¦essss¦ s~itnaas~~aueiyuiserm¦_ < I cD m II 1 00 0 ! + y N i a , "T m pbo°° Z X iv o, z co 0 D C 1~ (r P t In al 3 C } m .1 1 ' G) _ GREENFASTEN`" PRODUCT GUIDE - GF-I Bmcket Options - t- !0 1-3" t R.06 .25 .41 Anti ' 3.00 NEW R.13 2,25 1.65 ~r R.19 a T - 0 .377} 002 THRU ALL 0 .875±.010 X820, NEAR SIDE 1 ~ V I 1 1 • 1.88 ' i -0- n r ~ r n r ~ ~ r T• V! LL .~I O IBM w Q~l'Or~VS•~Lfl$0~,'I~Jr Alra'+erR prcwcwwdwce{yrw nee%rem Ovii sec4-6 EcoF S. 4 CcoFasten Sofas 877-859-3947 Committed w the Support of Renewable Energy i ~ I ~I .94 i 4 ~ ~ \ I i i m~a X C °PM i i co 2X ,54 °~--i x ~ N f cc I m z a - - - + 1 - - co co - 1.13 DC 2.25 h ' r ;m r ~ o ~ w ; -n i GREENFASTEN' PRODUCT GUIDE - GE-I r^ 1g, aY.•^(: l 6.00 + 5.25 'Asti 13.65, = Ac 5 38 + 3.69 j 1.,19 z 0 2M 006 + 0.377_ .002 THRU ALI. 1.00 0 .875{+.010! X 82°. NEAR SIDE - l- f G / Lb 6 Fsofmaa~ Setl3t R! <arert Prtrn=ted u+dacoq~it. N riQhe iennc~d 0}l3l (1 - - - - - - - - Sac4-8 GREENFASTEN'" PRODUCT GUIDE - GF-I Bracket Qmionr. - Z-101 .63 .38 I~ 1 f• • v .41 1 -~-1 .25 M ` .19 - i 1 - 4X R.10 ` a 2.75 o .31 I - 1.50 - 0.377 +.006 THRU ALL ~ _ -.002 075t.010 - . =tar 7 1.50 _ , 1 35 r = s I 4 O I 1-c.7501"! 0 fAVr- U&*,M N merc p-tW udv MP'NRx N l t,etttrrd 03Br1 r - - - - - - Sec.4-9 s ..v.- •i•a rr•.-~.•r•a--1:;5~:"ro-.-fl T•'-max' Y .rN 'bl err1.r.. 7eN•...- ^i"s..~•~.~t'1~~,1t r. M. t .~„.>t<tt~t ,,4 ..5»L~a' .f,.r l!.~ L'i(i~ r'i 1. f I. v,.Ci'~ h''. :I:.' ,a' a X44 'r. y.t,. 1 .rx l.f .ti..{t,'aU,_.-~~.Et .Y .rsy~ ll. •t Y -'w.. t•~'~`•.i..'+ ,I~•r. bl 1.. *n ...;}~rr. v~,l ra--~ ~ _ ~N~ ~i`~'yl, . ! t - , t yrr~.}~f. ..r: _ ~ t 7' !-'+'1^ ,,lf aJ' '::.y.r:i., ,t ts•tRF2 #:t- .^jl 1,~ `l~y'.:a~ir ' •t ! J+1 l4.A'•t ar!}q/ ? w4'7 { 9 1- 311. i~~ t } 1 t Y_ f + _ .S .ta d? r ~ ~ .t t~ ` t+. t F 1 ~i 5 , ~ti ar s:a r t tt.r~~tt'.ay l• ti.,-r~- n. • S' - ~ b. 1. t ,rf. f~ ~ r~r '~•1 L, Iu~~R< T ',wl ti~ *~;T _~+i f a~.r t "~w i .1•y a^.k~.. -i t, _ ! r "--~~^}v. 4 11,,~y-3~ ~ +4-.Jt ~ ~iti a .1 r,., t+• y ~ t s..'•,6 ,1t~s arp ° 11.1 rr'' aL..'~ _ t .;r• , t 14c•- Zj`~3 F • ' ti.7 a 4' r y y, ir' } 1,-t ,it R ! y.' 1 i it ~1 - 4~ t ? ? 1'M .'+•.~,r ° .fr"l,;lt~ r'. L1;,~ ,ry<' q . 4r.~~tr11I rt r , -r••r it 1 f. . r > , ~Lei~enFaS~ten. PRODUGT-GUIDE: ~r~y`i I [ tJ,'1 r Y` r llC`t 7T 7 r F -i . ~ I a ~ ir. t 7 r t y[['' .~>r t v t dtr , r t r t. {~;U 11 -rq ' '7 '',l~Lly-~ il' fr+y.-l., t ,1, _y r _ ?t;, i r r:,I t - GreeriFaS-ten GF=I"r`ontents; . I I, 11 t 1 r.,!- r} rri;.r t: ' ti; J _K • f t.,[ cY,~ % ,!i°1 -'jk ' f~~ Yti i i_tR i f 1 f ,*v.~t ,f Y I.- ,}.}l v t 7 y1 'J`4 r r zr.p (bdul.LViearN,Sec. I.t y 'rlar.-`.i:f , f.:}J i` , 1 n53 llatfOn InstC UCttOr1S -.Sec.-2; • ~'1. .r1{A ~r1. + r/ f r, r tilt l~~{ ]'.~_.•F.~"'''~} tt a ..t~ 3 ' y-Jtf'~''` 'x.+t.. 'y~i"'iy,~ ii. ih~C,.1 ~ „1ir ~u i~ I, .rl ~ 1 fj??~y`ItJyUf iT'..)C~~~•~'r.~. !R r`~:_'a~ i:r?fcfl.-~....1' ? t.`', .ty C.~...~t:~tf ,~^f.-:h. 1° /lt tl. i.h:.r..+..{.... . Bill'of Materials -'.Sec: 3 . i ''r: y qr4 r-,t + ti r ; . ( Cutsheets -,Sec. 4 5 I:• f t Specifications ',Sec. S F ,4 t; ? s 1 Jag Both Pull-Outlialues - Seg. 6 LealtjTest~ Sec. tlr2t~'I?t.,S~~1 Na f t 1 t, L~(• • I • 11 I -t, i JI y , / 1 rti. 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Ll c s t } t~ jt r SSj~ } T r c . r' :y~ `11 X !•'r 1,.-i .,3 t .~a ~ t S,1 t~'_ ~~ad'j 'r rt r ~L.< t~Y J.f ~ t Z°[If t~ •'f.~tt 1 -111 } 1 ~ 1 ,,,rr,y'..r't f 1 1 -:~rr} li• tlr, 1 t ~ Fi f ri Ts } {rl i 1 i..c'r' r'e a11 'i ri ~ i`~' ~1 r• ,bit 1 t..`! (°f`~ } Ia 1 ~ 1. iy Irv ~ A.1. 1 4 .~'t tn. fl ~-t- r ~ I - '•r'n . _~S+S N ,r',f'-.} .~i . ~.jl:,r :t•~. If I- ...}.r Ix-~ •t~t Ii }'ri - ?4 t h i .'.r 1 °i~ Ii . I •.+i ~ . ~ ON 1+d M~ , 1 t a91i 1 1 -S ! L4~'S°`y.i S 1 ,~F SI+ ar,~ ~x L l ' y t li 1 - ti i . , -7''rt ir` ,.,i l~s °il' ~Gf {{1 Iri :ci, ' ~tf J } 1 t -t -r i' L ;'a n f'~ +`t- -•It '•t? -.r•.•I!~ t. , . t ,w`li Itj It; 1-ir1 y.r t'~.~ S ,Sj r l: t• , I f:- } y +•iflr y: t 1 } 1 J Ji7 t° -t t r, I ~+~L r~- ~ t:'', i -'t r t_•~ ? r ~ i- r CaLt, Y tl IrtAt i~ a As'~ }fir}; ~f;~~} 1 .trr~ 7~i r V.~?tff (t0_r. ~i Y--+ arty -;.A.Ijrrl r l,I.t slt - ) Fa i t+ 1 ry _3~L_Y I-t=-,tr- i r ~i- iy al -1,'f# ! tr f ° t Its WW t};,'' GREENFASTEN"' PRODUCT GUIDE - GF-1 ' Exploded Product View zr li ~t'r Ji,! tnti ~ry:J ?j' ri. ~I I~et~ li h`~r•~ t t` v r1_~rs!1~ a~~' _ z nY a7 ? W *Note: Numbers correspond with B.O.M, Sec. 3-1 `F ; t ©EafamSoW& NcaP" ftomaed udw Al eeaMed 02!16111 SIMI-I >iI .~.t~ tl,•~ > tt X. GREENFASTEN" PRODUCT GUIDE - GF-I 'I ~Y11 !r.stollation Instructions 2 3 Instructions t~. ~i 7; • e neXt • • : ~ ; r_, For deta!'led product i1lLrsb-ation see previous page. for required tools se Ga e. . I . Locate the [afters and snap horizontal and vertical lines to marl: ';?isz•?.,g y the installation position for each GreenFasten Flashing. 2. Drill a pilot hole 1 /4" diameter) forthe lag bolt Bac{dill with seala, 3. Insert the flashing so the top part is under the next now of s r•: shingles and pushed far enough up slope to prevent voter infiltration through vertical joint in shingles 4. Line up pilot hole with GreenFasten hole. .._.~ti n ! 5. Insertthe lag bolt through the EFDM washer the top compression component (L-Bracket pictured) and the gasketed hole in the flashing and into the rafter. 6. Torque to 140 inch-pounds 5 6 Consult an engineerorgo to www.ecofasmmlarcom for cnginccrina data. *EcoFasten recommends Geocel 2300 1 lafbmn Soles AI cmtmt pimmd uder mpgrW Af fift rrrrred 02116111 Sec 2- I • L~.•i1..sl r+,xr~ ~i, T 4.R• i ~ Y, ' GREENFASTENTM PRODUCT GUIDE - GF-I Bill o f Materials Materials Needed forAssembly (see figure 1, Sec- 1-1) Required Tools S ~ { Item No. Description of Material/Part Quantity I Lag Bolt 511 G' By Others 2 L-102-3" Bracket • (other options available) I it y} , 3 5/16" EPDM Bonded 18.8 SS Washer I 4 GF-1 I Base Components Needed i f r 's+ kid ' r + J ~ f~ :YS ww ~ - 3 t1t;, E . v G #I #2~ fry?t'-^{6 J '1r 1.1 f• IL L yYtl ! c J 5 i - Q Ecoracxn Solaro Al cmrtnt imam d erdr cgrj+ip+ic N rya n~erx+! 02116!1 r Sec.3-1 ~;y-_•t•„~ ~-sF~t-s .s7~ w,7'} - r,: ~..r-rr. - -v ;.~.9r Smart Synch, '1:9 ~^art end r~.r?+Fgnrvn c. ~ air CFNTROW1 GPRS SmartMeter Smar!Synch's AMltnteATgencem metering solution features a corn munications module that is C integrated into the Itron CENTRON electricity meter. The CENTRON Sma MMeter communicates with a server running SmartSynch's Transaction Management SystemTm (iMS) and complies with ANSI C12.19 protocols for data storage and transmission. This solution delivers actionable intelligence (critical usage and rate data) over secure public wireless networks (such as AT&T and Rogers Wireless) and the Internet - in lieu of cumbersome and expensive private networks. This makes mass deployments quicker, easier, and more scalable, providing a significantly greater Return on Resources (RoR) for utilities. Un4'ke proprietary, closed- architecture solutions, the CENTRON SmartMeter Is essentiolly a ~frd (urure-proof investment in technology. Its stondards-based IP connectivity makes It adoptable and field-upgrodoble to support today's sensoring and communical Ions needs, as well as tomorrow's opportunities, better than any alternative. Functions & Features Wireless ifetworks Hardware Components • GPRS • Radio Con tol Module Board (RCN,) • Capacitor Storage Bank (CSB) Advanced Metertng Functionality • GSM/GPRS Modem • Flexible Two-Way Data Retrieval • internal Antenna • Scheduled and On-Demand Reads • Tilt Defector • Interval Reads (5, 15, 30, 60 mirwtes) • Temperature Sensor • Real-Time Interval Reads • Automated Register, Self-Read &TOU Retrieval Operating Ranges • Demand Resets Temperature • Peal-Time Meter Event and Alarm Retrieval . Operating- (-401C, +350C) • Reol-Time Power Outoge and Power Restoration • Service Diagnostics and Tamper Detection • Transmission (GPRS]; (-40°C, +85°C] • Till Detection Humicay • Meter Clock Synchronization • 0% to 95% non-condensing • SmaritAeferStatus Display Accuracy • Automated Meter Registration • Meets ANSI 12.20 for accurocy class 0.5% • Secure and Encrypted Data Transmissions • 15I-01rectionalMetering Regulatory b Industry Speciflcotions • Over-The-Air SmarlMeter Module Fum-ware • FCC Parl 15 Class B Upgrade • ANSI C37.90.1-1939: (SWC) • ANSI C12.20 (Class 0.5) -1998 Supported !deter Forms • PTCR3 Certified • Class 20: 35, 45 • Network Carder Certified • Class 100; 1 S • Measurement Canada Certified Srncrt5ynch, Inc, ' Class 200:2S, 12S, 25S 4407 Old Conlon Rood ' Class 320: 2S Joctson. K Lssks;ppi 39211 I-Pn43.362- i T80 • i + 4 Hardware Specifications Smart SynCh- t~c~!t'ar? Comparr~rrf De:,crr~.':.~n Rodio Contrd Module Board (RCIv11 32-bit ARM processor, 256K RAM, 512K Rash Capacitor Storage Bank (CSB) Supplies peak power for data transmissions and at functions during power outages-no batteries required GSM/GPRS Modem GSM modem cornmunlcates with head-end using GPRS and SW services Internal Antenna Flexible dual frequency GSM antenna for the modem nit Detector Detects unauthorised movement or removal of the device Temperature Sensor Monitors at temperatures to ensure correct radio operation j Femperafure Ranges Supporfed Ater Forms i Operating: 1-40°C, +85°C] Class 20:3S. 4S Transmission (wireless): 140°C.+4S°CJ class 100: IS ( Class 200: 2S, 125, 25S i Humidity Range: Class 320: 25 ' 0% to95% noncondensfng Regulatory & lndvsfryCertiflcations FCC Part 15 Closs B Accuracy ANSI C37.90.1 -1989: Surge Withstand CopabiFty (SWC) Meets ANSI 12.20 for accuracy class 0.5 ANSI C12.20 (Class 0.51-1998 PTCRS Certified Measurement Canada Certifled Network Carrier Certified Input/OutpO Signol or Interface Oefinition/Values Module Power Input Voltage 120 VAC Meter Serial Interface 3.3V / TTL compafhle asynchronous integration The SmarlMeter module Is a fully integrated, under-the-cover option Inside the CENTRON meter. The CENTRON GPRS. SmarlMeter tsshipped as one complete unit, ready for field deployment. Version r}ncfCorrpot,Txiiry h4ormo;ion CENTRON Meter Hardware: Supported meter forms, classes, and types, equipped yvilh battery CENTRON Meter Firmworo: TBD SmrtartModule: CENTRO14 GPRS SmoriMeter Module Smo tSynch TMS: Version 7.20 or higher About SnlalSyneh: Hoodquartered'n Jackson. Miss_ SmortSyrrch has been developing sn-ccesshA Smut Grid rntc-Mgence solutions for thetutfufy industry since 2000. The company's clean4ech innovations in the tiro-way delivery of real time energy usage data over publi: w'cele5s netwods (AT&T, Rogers. etc.). in lea of private network buld-ours. harre to dale si npVled SrnaiMeter deployments `cx 103 ma,'or North Amee.con ul, ;=es, wh1a enobfng green-energy initiatives and de-Evenng si0n'ficonlty higher Returns on Resources. l:nNe prosxietcsy, ctosed-0 ch f ecfve sob"ons. SrnodSynch's SmaeMeles relxesenl f)ture-rxoof r,vestmenls in technology. Tire slandords-basal IP conrwclWy enotXed'n every Smarthieter deployed makes them adaptable and remotely upgrodot le to suppod today's sensor and common cations needs. es well cs lornarow's opportunities, belter than any ollemative. dahls r,•<4r', ci.