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,� Town of Southold Annex 12/5/2014 P.O.Box 1179 54375 Main Road #v4 r. Southold,New York 11971fl CERTIFICATE OF OCCUPANCY No: 37312 Date: 12/5/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1900 Park Ave,Mattituck, SCTM#: 473889 Sec/Block/Lot: 123.-8-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/8/2014 pursuant to which Building Permit No. 38896 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 AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Cubbon Family Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38896 08-20-2014 PLUMBERS CERTIFICATION DATED 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#: 38896 Date: 5/20/2014 Permission is hereby granted to: Cubbon Family Trust 1900 Park Ave Mattituck, NY 11952 To: Installation of roof-mounted solar panels as applied for. At premises located at: 1900 Park Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-8-6 Pursuant to application dated 5/8/2014 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 Total: $200.00 din 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 I%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 I. 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$15.00 vPA- ��v Date. S l�(l l �( Ud New Construction: ✓ � Old or Pre-existing Building: (check one) Location of Property. it 6 0 AR'y A vc. Mm-n ry L House No. Street Hamlet i 4 Owner or Owners of Property: �Af,3c)� J 06-1 MA v c.l!✓w I<-Z- Suffolk County Tax Map No 1000,Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature *pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • -INC roper.riche rt(a--)town.so Litho Id.ny.us Southold,NY 11971-0959 CpUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Makucewicz (Cubbon Family Trust) Address: 1900 Park Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 38896 Section: 123 Block: 8 Lot: 6 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 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 FixtureTime Clocks Disconnect Switches Twist Lock Exit Fixtures 0 TVSS Other Equipment: 5.5kw DC roof mounted PHOTOVOLTAIC SYSTEM to include, 22-ReneSola 250w panels,22-Enphase M215 micro inverters, 100a sub panel,A/C disconnects,solar meter Notes: Inspector Signature: Date: Aug 20 2014 81-Cert Electrical Compliance Form.xls Tom Petersen -- ---, - --- - -,i Architects Planners = f Mr.Michael Verity,Chief Building Inspector drib 30 4_ r, Town of Southold Building Department 54375 Route 25,PO Box 1179 ' L._--- - { Southold,NY 11971 Re: Solar Panel Installation—As-built Certification Makucewicz Residence 1900 Park Avenue Mattituck,NY 11971 Permit#38896 Hi Mike, 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 (2x8 rafters @ 16"o.c.,with 2x10 ridge,spans=+/- 16'-4"and+/- 17'-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 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! ���ED q&c Sin ely yours, �� � � s� n Tom Petersen Cc: Kelcy Pegler,Roof Diagnostics N 1 035290 A 6 Country Lane-Howell,New Jersey 07731•Telephone 732-730-1763,Fax 732-730-1783 OF N E`l'l FIELD IlVSP$C IDN RNPDATE COM31ENTS ro FOUNDATIODT(IST) FOUNDATION(SND) • r� • z ' 1 ROUGH�G& p y PLUMBING 1 r INSULATION PER N.Y. -H STATE ENERGY CODE -i- • Y t FINAL i ADD ON ? rn 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 PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined20 Storm-Water Assessment Form 2 TL( Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration f' ,20—L2-� Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely 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 consfi�cr—_iatizfbuildings,additions,or alterations or for removal or demolition as herein described.The a tc a s t co ly h licable laws,ordinances,building code,housing code,and regulations,and to admit a ona¢it spec rs pr a n building for necessary inspections. t � IU Up 8 2014 (Signature of applicant or name,if a corporation) DEPT. (Mailing address of applicant) State ee,agent,architect,engineer,general contractor,electrician,plumber or builder tAkName of owner of premises �0" �i,, SA(1�►� M�, U CEW t G L (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. Plumbers License No. Electricians License No.34 VrO-vt& Other Trade's License No. 1. Location of land o1i which proposed work will be done: 1900 1'ACK AvlgNUlt� tAATT1 Tuck. WY House Number Street 4 Hamlet County Tax Map No. 1000 Section l �' Block Lot L 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 -P'VJ AAt'j G b. Intended use and occupancy /^-� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work S'd►.J- k Lrt.&TTA-c (Description) 4. Estimated Cost �1 Z(0' w 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 X 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES_NO� 3 *.,+ 4 SM..o�e+b µakuccvi�ci �qoo 74241 One, 14.Names of Owner of premises Address &4A1•TI,,.C.V ,wd4 1IT11 Phone No. 40;•rov•77 i•14 Q. &Yto Name of Architect Address 6(,$,1.Vr14 W. Phone No '717-.7 iu•)"i&3 Name of ContractoraaDf iA4,.lm.nt3 , owA2 AddressIt!% ; FLa ' Phone No. LTt 7Y4 k4gV 1:4*e" 6L i/7/b 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO Y *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 iC *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 ) T�16446`t<.S So—obeing duly sworn,deposes and says that(s)he is the applicant (Narfie of individual signing contract)above named, yit N (S)Gisthe COr+rYLA',' A(i15l-n (Contractor,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 ` g performed in the manner set forth in the application filed therewith. o� Sworn to before me thi day of f�, 20_LA Notary Public kj Signature of Applicant F04f S�lyo Trnm Hall Annex Telephone(631)765-1802 54375 Main Road ��tax(631?76�95Q1 P.O.Box 1179 10�1er•rlcherttC�iOWll.souuUUllo��CC11 ny us Southold,NY 11971-0959 's+�lll ss BUILDING DEPARTMENT TO"OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1-16+w�z �ww. ,�Cr��E+l. Date: Q13D( 1 L4 Company Name: t7�h4nIoS�lcs •--� Name: Ciwy,, E� License No.: Address: -iiL 64A-F►kL4 Sr, F+ ►-�kl-tail SQvJ1{t� ,J �6ulp Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: c' Sa,.erz,c J AA k.o<_E 001 Gz *Address: t 9w F4 A-k- f91/44-i A C"ryc' wl119-7f --1 r •— *Cross Street: *Phone No.: (203) - 515r- Z7go P (631) - -,7 - 886a Permit No.: Tax-Map District: 7000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) E WSr141L*-V+.0s-1 60 ROt7F ��'NPEA Jb1iV►2 �jILCG�12LG 1 (Please Circle Ali That Apply) Is job ready for inspection: YE 1(kO) Rough In Final *Do-you need a Temp Certificate: Temp Information(it needed) *Service Size: 1 Phase 3Phase 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 82-Request forinspectlon Form aco - /.23 - TOWN OF SOUTHOLD PROPERTY [RECORD CARD OWNER STREET ,` 0 VILLAGE dISTRICT SUB. LOT Ey u r FORMER OWNER 1\1 E ACREAGE S -W TYPE OF BUILDING j RES.,q ! SFAS. VL. FARM COMM. I IND. � CB. I MISC. LAND r IMP. TOTAL DATE REMARKS 300 a 511 p - i . 4lvp r 000 �1 ��� Imo- v � l r o r�-f .� kf 6 �F. b bin r 1 �s�,� &-dyw W/2' AGE BUILDING CONDITION NEW � NORMAL BELOW j ABOVE o Form Acre Value Per Acre Value Tillable I Tillable 2 l i Tillable. 3 \PVc-odiand Swampland Brushland l House Plot Total l t �` - R I � �✓fi. f I � IF[ s •,. Ij 1>--_ .^.iw..- -4..:jet' .•-4'�,=,t� � I Y�y�:.• ;sly. ��� -�'E�:�� ��`- _ „.:- - E, Y; 1 � i VL. Bldg. i -33 $ I (� Foundation I C �� Both 1 E<tene_ion �, :l 3� I Basement Floors Extension ' Ext. Walls '• aleInterior Finishriles /.1©' '� h Extension fire Place Heat f ^ - ' C Porch �� ��o f� � Attic Porch Rooms lst Floor Breezeway Patio � a �� � d� Rooms 2nd Floor Garage Derveway nCr^Dn rARD .. Ali AM t t . ■■■■® Mr.■ - - ���,■i■�����a���■■�■i■ice is■i�■ice■■■ ■■(�■■■�■■moi■■■■■■ice■■ m i i■ ��■�N■■■�■iiilii�i�■■■ iii# •. Basement ► .. •♦ Ext. WallsInterior �O��pF SO�Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 �OUNTY,� August 25, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Roof Diagnostic Systems 170 Wilbur Place, Suite 100 Bohemia NY 11716 Re: Makucewicz, 1900 Park Ave,Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: "NOTE: Certification required by an engineer that the panels were installed to the roof per NYS Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38896 — Solar Panels Tom Petersen RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 ��, Architects Planners OF THE TOWN CODE. � ji��ikA�`tIXC?iiy,Chief Building Inspector April 24,2014 cc��St4old Building Department ' J 0 7 ,PO Box 1179 0'\� lid` 11971 APPROVED A S NOTED �� Re: Solar Panel Installation DATE. E- Makucewicz Residence FEE: ��' / 1900 Park Avenue NOTIFY BUILDiId: i ': 'AF i MENT AT Mattituck,NY 11971 765-1802 8 AM TO 4 P.M FOR THE FOLLOWING INSPECTIONS: Dear Sirs, 1. FOUNDATION - TWO REQUIRED FOR POURED COiNCRETE I've reviewed the proposed solar panel installation a2.tgobMtioF44ptgy4dugt(pt4AlMi6ng roof structure and the connection of the panels to the roo INSULATION 4. FINAL - CONSTRUCTION MUST Criteria: Applicable codes: 2010 Residential CodS6f0WVJ& FOR C.O. 2001 Wood Frame Nn�ii"T%01 tl SHALL MEET THE Design roof load: 30 psf live load 15 @W9�S49 Jf�faT�OF NEW Design wind load: 120 mph,35 psf ORK STATE. NO RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. My findings are as follows. s 1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure (2x8 rafters @ 16"o.c.,with 2x10 ridge, spans=+/- 16'-4"and+/- 17'-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 this info11 '` I''I -,i_L CODES OF �RE� ARC Sincoelyyours, NEW YORK ST w:: TOWN CODES ter' PS F. PFTFy�� AS REQUIRED OF 4, 0 �� 0 7Uk s ,JTH0 D TOVv 2 Tom Petersen S M,'` . �. OARD Cc: Kelcy Pegler,Roof Diagnostics , ES 035280 yOQ� F N E 6 Country Lane•Howell,New-4ersey 0773�-•3�nt 732-730-1763,Fax 732-730-17 F Solar Installation Three Line Diagram Roof Mounted PV Array—5.5kw DC Roof Exterior Interior r----------------------I Utility Eniauseize Cable Single Phase Mete e M I j 1 Branch @ Sub Panel PSE&G IlIWN I 240VAC 100A Bus Rating Enphase Envoy PV Monitor I ReneSola Env base M215 I Contains 4#]2 ] Single Pole 20A Cat 5e or EOP to home's I 250w Panels Micro Inverters THWN (2)2 Pole 20A broadband network Existine Main 12 Total 12 Total I Distribution Panel _. j _ I � i I Main Breaker 150A Line-Side Tap � I --- I fl 1 Solar kWh Meter L-Gate 120 PV monitor, 60A 60A with cellular connection Disconnect Disconnect NEMA 3-1 to monitoring portal Fused Fused Junction Boxes I 25A 30A _❑ M N _ p t9 _ ——————————————————— --- — --- --♦ — -- -- ----- — I G I � N 1 ReneSola Enphase M215 250w Panels Micro Inverters Enphase 10 Total 10 Total Eneauee Cable 1 Branch @ (6)#10 THHN (3)#8 THHN (3)#6 THHN T j I 240VAC 4 Hot 2 Hot 2 Hot I — Contains 4#12 2 Neutral 1 Neutral 1 Equip.Ground/GEC Main Building I THWN (1) #6 Equi.Ground/GEC (1) #6 Equip.Ground/GEC 1 #8 Neutral Grounding In I"PVC In 1"PVC In 1"PVC Electrode ReneSola Solar Module Specs GENERAL NOTES 22 ReneSola JC250M-24/Bb �Q�ED A Rcy' THIS INSTALL CAN BE A Maximum Power @ STC:250W F. PEp J. MPP Voltage:30.1 V �y PSF9 F BACK FED BREAKER S' C� 30AMP FOR THE MAIN MPP Current:8.31 A C? C) (� Open Circuit Voltage:37AV !u I Z PANEL SQUARE D Short Circuit Current:8.83A Module Efficiency: 15.4% Maximum System Voltage: 0 V u �` P Maximum Series Fuse Rating:g: ROOF DIAGNOSTICS 20A is Q OQ 306 Airport Executive Park S MAKUCEWICZ RESIDEN Power Tolerance:0/+5% 0352 A Nanuet, NY 10954 1900 PARK AVE Rated AC operating current(22x 0.9)1.25=24.75A ATF O F � SARLAR Phone: 845-262-1448 MATTITUCK NY Rated AC operating voltage=240V Fax: 845-262-1445 11952 11 12 13 H 15 16 n U1 coI N r I I 2 fV 19 20 21 22 REAR STEEP ROOF REAR FLAT ROOF 10 PANELS 12 PANELS 0ELECTRIC PANEL . EXISTING ELECTIC METER REAR STEEP ROOF REAR FLAT ROOF ENPHASE MICRO AZIMUTH: 10 AZIMUTH: 10 INVERTERS PITCH:21. PITCH:IG (22) TOM PETERSEN Enphax ARCHITECT, LLC M-215-60-2LL-522-IG 6 COUNTY LANE 3'-3" a �� ) HOWELL, NJ 01131 a e THOMAS F. PETERSEN ,, o�s290 yO NY ARCH. LIC. 035290 F OF NE" 132.130.1163 TOTAL SYSTEM wn:L*m= 22 MODULES•2SO.PER MODULE in ROOF DIAGNOSTICS fits` SOLAR AND ELECTRIC, LLC SITE MAP JC25OM-24/Bb MAKUCEWICZ RESIDENCE AIR GAP LESS THAN VIRACK MOUNT) PANELS-250w AO Rene5ola Panels 1900 PARK AVENUE �.W,T, MATTITUCK, NY 11952 �s DATE:8 APRIL 2014 DWG NO.: 1190 B=UN I RAC SolarMount_lTM Roof Mount Technical Datasheet Pub 101109-ltd V1.1 November 2010 SolarMount-I Module Connection Hardware Sliderand Mid Clamp..........................................................................................................1 Sliderand End Clamp.........................................................................................................2 SolarMount-I Series Accessory Mount................................................................................2 SolarMount-1 Beam Connection Hardware 1-Flange Foot.....................................................................................................................3 2- Flange Foot.....................................................................................................................3 BeamSplice........................................................................................................................A SolarMount-I Beam SolarMount-I Beams............................................................................................................5 SolarMount-I Engineering Reports SolarMount-I 1.0 Beams......................................................................................................6 SolarMount-I 2.5 Beams......................................................................................................8 SolarMounta Module Connection Hardware SolarMount-I Series Slider with Mid Clamp Part No.02027C,02028C, 02029C,020300 • 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(129).Mid Clamp Weight:0.050 lbs(23g) • Allowable and design bads are valid when components are assembled with SolarMount-1 Beams according to authorized �R UNIRAC documents • Sliders are compatible with SolarMount I Beams Assemble with one IK-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) lbs(N) FS lbs(N) 0 Sliding,Xt 1194(5311) 490(2180) 2.44 741 (3296) 0.620 Tension,Y+ 1503(6686) 677(3011) 2.22 1 1024(4555) 0.682 o,Gn Transverse,Zt 20BO(9252) 1915(4070)1 2.27 1363(6152)1 0.665 Y l ►X Dimensions specified in inches unless noted d*UN ,FAC SolarMount-1 Module Connection Hardware SolarMount•1 Slider with End Clamp Part No.02001C through 02006C,02009C,02010C "Wat Slider and End Clamp Material:One of the following mill finished extruded aluminum alloys:6005-T5,6105-T5,6061 T6 ~� Ultimate Tensile:38 ksi,Yield:35 ksi Slider Weight:0.026 lbs(12g),end damp 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 Beam • Sliders are compatible with SolarMount-I Beams • Assemble with one Mr20 ASTM F593 bolt and one'/.-20 ASTM F594 serrated flange nut • Use anti-seize and tighten to 10 ft4bs 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 Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, The(N) The(N) FS lbs(N) 0 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 oats Transverse,Zt 1367(6081) 1533(2371) 1 2.56 806(3585)1 0.590 Dimensions specified in inches unless noted SolarMount-1 Accessory Mount Part No.08010M • Slider Material:One of the following mill finished extruded aluminum alloys:6005-T5.6105-T5,6061-T6 Bob Ultimate Tensile:38 ksi,Yield:35 ksi Accessory Slider Weight: 0.026 lbs(12g) • 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 Beare hardware:two X-20 set screws,two X-20 heavy hex jam nuts,and two 76-20 F594 serrated flange nuts • Use anti-seize and tighten to 5-10 ft-lbs of torque _ Resistance factors and safety factors are determined according calculations and UNIRAC testing Maximum distance of Maximum weight of Y accessory center of gravity accessory A from beam center lbs(kg) P.x in(mm) 7(178) 32(14.5) Dimensions specified in inches unless noted W=UNI RAC SolarMount4 Beam Connection Hardware SolarMount-i 1- Flange Foot Part No.04014.4.M • 1-Flange Foot Material:One of the following mill finished extruded aluminum alloys:6005-T5,6105-T5,6061-T6 Ultimata Tensile:38 ksi,Yield:35 ksi 0 1-Flange Foot Weight:0.101 lbs(46 g) Allowable and design loads are valid when components are assembled with SolarMount-1 1.0 or 2.5 Beams according to authorized UNIRAC documents • 1-Flange feet are compatible with SolarMount 1 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 ►X Average Allowable Safety Design Load Resistance Applied toad z Direction Ultimate Load Factor, lbs(N) Factor, its(N) lbs(N) FS m 1 06 ri►•0M kA1 Tenslon,Y+ taw SolarMount-11.0 Beam 1 1388(5952) 591(2629) 2.26 1 894(3977) 0.668 111 r T 1 SolarMount4 2.5 Beam 1 1514(6735) 648(2882)1 2.34 9d0(4359)1 0.647 0931 Compression,Y. Dimensions specified in inches SolarMount-I 1.0 Beam 2931(13038) 1288(5729) 2.28 1948(8665) 0.664 unless noted SolarMount-I 2.5 Beam 2750(12233) 1223(54�) 2.25 1849(8225) 0.672 Transverse,X-,downhill 635(2825) 313(1 392) 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-12 - Flange Foot Part No.04002M,04003M • 2-Flange Foot Material:One of the following mill finished extruded aluminum alloys:6005-T5,6105-TS,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-1 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, The(N) Factor, A Direction lbs(N) lbs(N) FS m ►x ZX M-M.,.Lo Yo,-- Tension,Y+ i; - SolarMount-I 1.0 Beam 1 1931 (8950) 864 (3843) 2.23 1307(5814) 0.667 S v" "A` " SolarMount-12.5 Beam 1 2478(11023) 1111(4942) 2.23 1681(7477) 0.678 Compression.Y r t i t a SolarMount 11.0 Beam 3788(16850) 1706(7589) 2.22 2581(11481) 0.681 buy 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 4T3(2104) 0.745 Transverse,X+,uphill 42(187). 20(89) 2.15 30(133) 0.705 Sliding,Zt (see Beam Splice) UNIRAC SolarMount-1 Beam Connection Hardware SolarMount-i Beam Splice Part No.03020M,03021M -" Beam Splice Material:Aluminum 5052-H32 Beam Ultimate Tensile:31 ksi,Yield:23 ksi Beam Splice Weight:0.053 lbs(24 g) f`o- goft Allowable and design loads are valid when components are assembled according to authorized UNIRAC documents • Beam Splices are compatible with SolarMount-1 Beams when used with 1-Flange or 2-Flange feet • Resistance factors and safety factors are determined according to spike part 1 section 9 of the 2005 Aluminum Design Manual Applied Load Average Allowable Safety Design Resistance Direction Ukinurte Load Factor, Load Factor, Nut 1-Flange or lbs(N) lbs(N) FS lbs(N) 0 2-Flange Foot Sliding,t 1428(6352) 620(2758) 2.30 938(4172) 0.657 a 1t2 1 lIA 1 1 Y , oo Xa ►X Dimensions specified in Inches unless noted uO U N I RAC. SolarMount-1 Beam MATERIAL:One of the following extruded aluminum alloys:6005-T5,6105-TS,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 int 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 1..406 a.soo I 1.094 i 0.547 0.547 f —: � v r 1.000 1.000 r 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 go-x from each end of the beam ►X Di pensions specified in inches unless ncted a UN1RIAC 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 3- module Module Size 0 20 30 40 52"x 35" 56 52 48 44 229/262154 2111305196 197/327/123 177/364/140 65"x 40" 49 44 41 37 250/286/58 222/321/101 207/345/129 18613841148 77"x 51" 40 35 33 30 Downfomx 238/273/56 1 2121307198 1 19813291123 178/3613/141 1 module Side U module 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 2951334/88 27713561113 26113771136 65"x 40" 41 40 38 36 321/340149 311/352192 2921375/119 2751397/143 77"x 51" 33 32 30 29 306/325147 297/338188 278/358/113 2631379/136 120 mph Wind Chart Ground Snow Module Size 0 20 30 40 52"x 35" 45 45 42 40 337/350/43 334/353/83 315/3741107 29913941130 65"x 40" 38 38 36 34 359 389/45 352/372/87 332/394/113 315/051137 77"x 51" 31 30 29 27 339/352143 1 336/355/63 1 31713761108 1 30113961130 150 mph Wind Chart Ground Snow Module Size 0 20 30 40 52"x 35" 37 37 37 35 4321427/35 432/427/68 4321432/93 41514491114 65"x 40" 31 31 31 30 455/450137 455/450/71 455/455198 43111473/120 77"x 51" 25 25 25 24 4341429/35 434/429/68 434/434193 418/4621114 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 ftZ) •Surrounding ground area must not slope more than 10 degrees •Locatlon must fag into'And Exposure Category 8 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=113 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 structure can handle the given point bads •In regions with ground snow toads less than 20 pet but not zero,the roof angle in degrees must be greater than Ow 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,8,C.or D •Spectral response acceleration,Ss,Is 51.5(and S 0.35 If snow loads are z 30 psf). NUUNIRAC UNIRAC SolarMounN 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 112 span for zones 2 and 3) Dealan Wind Loads Basic Wind Speed(mph) 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;mint max 213.5 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-20%,larger modules+18%) Ground Snow Load(psf) Wind Load(mph) 0 20 3t 40 90 4.06 4.06 4.06 4.06 Uplift,L to module Uplift 4.65 5.87 6.75 8.37 Downforoe,--to module module 0.95 1.84 2.53 3.22 Side,1/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 stye,n module 120 7.44 7.44 7.44 7.44 Uplift.--to module 7.71 7.88 8.83 9.79 Downforce,-L to module vDownfof.ce 1 0.95 1.84 2.53 3.22 side./!module module Side JI module 150 11.7711.77 11.77 11.77 Uplift,--to module 11.63 11.63 11.77 12.73 Downforce,--to module perpendicular/normal 0.95 1.84 1 2.53 1 3.22 Side,//module 11 :parallel For Installations that do not comply with the limitations on page 1,refer to www.unfrac.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 Desitin 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-I 2,5 Engineering Report, Page 1 of 2 90 mph Wind Chart Max Span(inches) uplift Ground Snow F-PointLoads(pounds):Up/Down/Side 1 01odWo Module Size 0 20 30 40 52"x 35" 76 67 57 51 310t355173 27113921123 231/385/144 2051423/163 µ" 65"x 40" 63 56 51 45 319/385/75 2W410/129 259/430/161 22914731182 77"x 51" 50 44 41 37 Downforce 3001344/70 26713861121 2491414!155 2241461/177 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. 399/423/61 386/43711`15 354/4551144 31414521163 65"x 40" 53 51 48 45 410/434/63 397/449/118 3721479/152 351/5051182 77"x 51" 42 41 38 36 388/409159 373/422/111 1 350/4501143 3311477/172 120 mph Wind Chart Ground Snow Module Size 0 20 30 40 52"x 35" 59 59 55 51 442/458/56 43714M 108 413/4901140 376/4951163 65"x 40" 49 48 46 43 4641470/58 449147&111 424/503/144 403/5301174 77"x 51" 39 38 36 34 427/443155 4231417/105 39W 474/136 379149W 164 150 mph Wind chart Ground Snow Module Size 0 20 30 40 52"x 35" 48 48 48 46 56V 559146 566/559/89 56515661122 544/5881149 65"x 40" 40 40 39 38 581/574/47 5811574/91 581/5611125 559/8041153 77"x 51" 31 31 31 30 547/540/44 6471640/86 $4715471118 5261569/144 Installation of products related to this engineering report is subject to the requirements below: • Flush roof installations only;modules must bs<10"from roof-surface •The building has either a flet 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 5o ftZ) •Surrounding ground area must not slope more then 10 degrees -Location must fail 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 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 structure can handle the given point bads •In regions with ground snow toads less than 20 psf but not zero,the roof angle it degrees must be greater than the horizorMal distance from save to ridge/50 •System dead toad including modules and mounting hardware,must be between 2 and 3.5 psf. •Importance factors are equal to 1.0 in all cases. •Unbalanoad and drift snow loads have not been considered. •Installations must be In seismic site loss A,B,C,or D •Spectral response acceleration,Ss,is s 1.5(and s 0.35 if snow bads are z 30 psf). ago: UNIRAC UNIRAC SolarMount4 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 1 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) 94 110 120 120 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) E653,054 20 3300 440 Max Sloped roof snow load(psf) 20.0 25.2 33.6 Max Distance between splices inches,feet) 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,i 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.11 module 110 6.21 6.21 6.21 6.21 Uplift,-L to module 6.57 7.02 7.98 8.94 Downforce,I to module 0.95 1.84 2.53 3.22 Side./1 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 Downforce 0.95 1.84 2.53 3.22 side,//module 1 module Side !I 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 1 :perpendicular/normal 0.95 1.84 1 2.53 1 3.22 side,//module 11 :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. P GREENFASTEN'" PRODUCT GUIDE -- GF-I GFI-L t is 4 i ;fit` •� i 4{ . � aw�Nt1�1n11dw011 � 1M"ffalr•�/ U ..,w✓°.'ter"" O¢ SECTION A-A OFnRrrMertSeh!lRoarrntrertiaee,wdrp�rt�y,,v,l�fraveto.�ern Ser-4-1 "ZIGREENFASTEN" PRODUCT GUIDE - GF-I , Gfl-L 812 i; y 18 0 p q S `".. r fy, CIL r Rnw,Optons Rx=Mutts Bb& BRZ=Meclum Brom MLL=Mll aFnMa.enSOWS rcamudo"w*ea.evcgprgi Mroe wwpoe WWII Ser-4-2 GREE NFASTEN " PRODUCT GUIDE - GF-i _ 8md*t Qp6ans- CP Round t 0 .377- 006 THRU ALL .31 ---- - 002 31 -.., .002 i' .875±.Q 10 X 820�__t ] aZ SwAa +� M i tl� pw 01 sN l'S L j' * GREENFASTEN" PRODUCT GUIDE - GF-I Bracket Options-CP-SQ R L w� 2.000 025 y r / O° .4,77 .010 1 HRL 51-5 010 X ?,l NFAR SifloF c Compression Plate 2"X 2"MH Aluminum P�e�dMwlera�y►�he N�hltioereea 03,MIJ1 _-.- Sae44 GREENFASTEN" PRODUCT GUIDE — GF-1 Bmcket Options-r-I I f --- 2.25 ------+ 0b_�_ 2.04 V R ' .Ofl � f ! ?- 1.00 .38 ' -— Unless Otherwise Noted o11 R .02 -._- - 2.25 — -- ►! l.i 3 ..� 0 .377+.� THRU ALL ! — _ v' 0 .875t.010 X 8210,NEAR SIDE 1. 2.00 ---- -�- • w a r i. r ■ a r r on N r: tip Pr - OF.afi mI"A/arwKMaftaWaderm"(�OR#VeonlladWWII $eG" GREENFASTEN" PRODUCT GUIDE — GF—I gm&.et Opiians-L-1013- R.06 .25 .41 I'. ,-,-A -' 3.00 2.25 R.13 1.65 \ .31 cx r R.19 006 ! 8 i 0 .377+002 THRU ALL t t V 0 .875t.010 X82',NEAR SIDE 1.88 . t .3Y i .75 OF�efa,enS�IrAMew�sA o.dernp f M41110 evened OM�' -- SW." GREENFASTEN'" PRODUCT GUIDE - GF-I Bro&et Options -L 102-3- 7Y.38 Q2-3- 2X.38--�r.- A";i�yAyy ice. a QQ 1 A •'—�.�� a � ' —.� Ali -ow-1.02X.94 �-• 1.13 -- 1.88 0.38 THRU Nv- 0.88 X 82" "" ,• NEAR SIDE t w -k. N a; O&VAMaSob*Ata mprwcW w wf FOtNVraw+edA> fj SW-47 11 A REENFASTEN PRODUCT GUIDE - GF-I Bmdcet O -L-102-6 + -- - -j- _. 5.?5 13-65. J9 ; ' 3.09 - .38 1.44 ' `' � -••- 3.00 2.00-moi AM 006 Chi .377±.002 THRU ALI. 0 .875(±.010)X 82°.NEAR SIDE 1.00 O n W O&olaraie4�Waerawr eduedercoM Ald&rm 001 - 5w.48 r GREENFASTEN'" PRODUCT GUIDE - GF-i Bmcket Opdms-Z-101 -- ••� .63 - � ' I 10.38 _ .41 -- .t ).25—� .19 --••.j t9 f -- 4X R.10 ' 2.75 x6 T -- _ --- —.31 �+-- 1.50- CCS .3771.' THRU ALL rn .375±.0100X Pr-. NEAR SKY, CA Ln co 1.50 r 1 + j .75 H .75 .> •.•.•.. oELd6MIn 5011Y19 NQ�111K P�dalderoo{p�IK Nr�lluasued 0l3�III , q�m .w i k k ya �t ky � r }$�� �ti �y� e"• � •w��` k y + ���Aw����t "�'�' Ar `r q��{A, 8 �y4�s Q�� C �/¢6 iff• YJ.V.,r'>M tri' It i �n r r k Y .wY• � t i. (* ` w n C i ; Y 1 a a. f' s �c r. r GREENFASTEN' PRODUCT GUIDE - GF-i Exploded Product View 2 ® i 4 d i *Note:Numbers correspond with N M,Sec.3-1 Or FabnS"Naenb-pmisoWw*ra11 ki M40W ad CHINA Seri-1 GREENFASTEW PRODUCT GUIDE — GF-I Installation Instructions k ilkI ri e i c e 1 2 3 4 Instructions *for det filled product illustration see pm%ious page.for required tools see next page. I. Locate the rafters and map horizontal and vertical lines to mark the instalation position for each Greenfasten Flashing 2 Drill a pilot hole(I M'diameter)for the lag holt Backfill with sealant* g 3. Insert the flashing so the top part is under the next row of shingles and pushed far enough up slope to prevent water infiltration through vertical joint in shingles. 4. Line up pilot hole with GreenFasten hole. 5. Irw tthe lag bolt through the EPDM washer.the top compression component(L-Bracket pictured)and the gas1mted hole in the flashing and into the rafter G Torque to 140 inch-pounds 5 6 Consult an engineer or go iao wwwaofascrosolarcom for atginceting data. .R *EcoFasten recommends Geocel 2300 0 EaaF m SdA At o>nerntpioeem+f wAr aapp l$ N rVa use w =6111 SW-211 GREENFASTEN"' PRODUCT GUIDE -- GF-1 Bill of Materials Materials Needed forAss2TA(see figure 1.Sec 1-1) RerlrliredTools Item No. Desaiptian of Mata iaVft t Quarrtlty I Lag Bolt 5116" By Others 2 L-102 3"Bradoet*(other-options available) I ' 3 5/16"EPDM Bonded 18.8 SS Washer- I 14 GF-1 1 r� Base Gxnponents Needed # #2 _ s #3 #4 O EmFSmm Sda6 N mem!aea,rdr aprrkht A140- 0 OV16111 See3.1 Smar Bch; small 9�MtcWq�ce c8�aa�r' CENTROW CPRS SmartMeter SmariSynch's AMlhfedfgence^'metering solution features a corrmne'ricotions module ttxat is integrated into the tfron C MON#bcUktty meter.The CENTRON SmartMeter conxruricates with a server running Smo rtsynch's Transaction Management SysfemTM(TMS)and Compiles with ANSi C12.19 protocols for data storage and transmission. r ~ Thb SOL41M delivers actionable intelligence(crntical usage and rate data)over secure public t; we wireless networks{such as AT&T and Rogers Wireless)and the Internet-In Bw of cumbersome . and expensive private networks.This makes mass deployments quicker,easier.and more scoiWe,providing a significantly greater Return on Resources(RoR)for utilities. M Unlike proprietary,closed-architecture solutions,the CENTRON SmartMeter Is essenti*a Itr � future-proof Investmwt in technology.Ns slandards•based IF connectivity makes if adaptable and field-urpgradoble to supporttoday's sensoring and communications needs,os Hue l as tomorrow's opportunities.better than any dteffK&e. Functions & Features Wireless Networks Hardware Components •GPRS •Radio Conlrol Modula Board(RCM) a Capacitor Advanced Metering functionality .GSWGPRSStorage ModemBank(CSB) •Flexible Two-Way Data Retrieval •Internal Antenna •Scheduled and On-Demand Reads •TO Detector F •Interval Reads(5, 15,30,60 minutes) •Temperature Sensor •Recd-The interval Reads •Automated Register.Self-Read&TOU Retrieval Operating Ranges •Demand Resets Tenrporawre •Real-Time Meter Event and Alarm Retrieval .Operating.(-4WC.+85•C) •ReaVi ne Power Outage and Power Restoration .Transmission(CPRS):(-4(rC.+B9°C) •Service Dlognostics and Tamper Detection dIfy •Till Detection NuM •Meter Clock Synchrontzation •0%to 95%non-condensing •SmartMeter Status Display Accuracy •Automated Meter Registration •Meets ANSI 12.20 for accuracy cuss 0.5% •Secure and Encrypted Dala Transmissions •tll-DirectionaiMetering Regulatory R Industry Specification •Over-The-Air SmariMeter Module Frmwae •FCC Pari 15 Closs B Upgrade •ANSI C37.90.1-1989:(SWC) Supported Meter forms •ANSI C12.20(Class 0.5)-1998 •gags 20 35,45 •PTCRB Certified •Class 100:IS • Network Cattier Certified SmcrtSyr►cl1 Inc. •Class 200:25. 125.255 •Measurement Canada Cedilied 44M Old Colon Rood •pass 320:2S Jackson.Aetsksippi 39211 1-BBB-362.1780 �. ��s�a.`nriJ2ar0.`hr._.rtt AIM Hardware Specificalians Sma 11+c�''�* tae Cornponea D eXjV mart Rada Confsol Module Board(ROA 32-bit ARM processor.256K RAM,512K gash Capacitor Storage Bank(CSB) Supplies peak power for data transrrtksions and all functforts during power outages-no batteries required GSM/GPRS Modem GSM modem communicates with head-end using GPRS and SMS services Internal Antenna Flexble dual frequency GSM antenna for The modem Tilt Detector Detects unauthorlsed movement or removal of the device Temperature Sensor Monitors all temperatures to ensure correct rodeo operation rempomb"Ranges Supported Meter Fcxms Open *NX 1-4('C,+85'C1 Class 20.3S.4S Transmission(wkeless):PVC.+850Cj Class 100:15 Class 200:2S,12S.25S ° Humidify Range Ckm 324:2S 0%to95%rron-condensing Regulatory&industryCerfftafions FCC Part 15 Cross B Aeculucy ANSI C37.90.1-1989:Surge Wthstand Copabfly(SWC) Meets ANSI 12.20 for accuracy class 0.576 ANSI Cl 2.2D(Class 031-1498 PTCRB Cenlfted Measurement Canada Certified „h= Network Carder Codified Input/Oufp&Signol or interface Definrlion/Values Module Power input Voltage 120 YAC Meter Serial Interface 3.3V/TTL compatible asynchronous Integration The SmarlMeter module Is a fully integrated,under-the-cover option inside the CENTRON meter.The CENTRON GPRS 4 SmortMeter Tsst*pped as one complete unit.ready for Geld deployment. x Version and Compofbility intormofion CENTRON Meter hardware: Supported meter forms.classes,and types.equipped with battery CENTRON Meter Firmware: TBD 3 SrnariModutw. CENTRON GPRS SmadMeter Module SrnariSyneh TMS: Version 7.20 or higher About SmaASynch:Headquartered;n Jackson.Miss.,SmarlSynch has been dwmloping successful Snort Gtid tnte0gence sotufons for thoutiifyy industry spce 2000.The company's clean-tech innovations in the iwo•woy delvery of roof lime energy usage data over pubRe wteiess networhs(AUT.Rogers,etc.).in leu of private netvroit buldouts,hove to dote simplkied SmadMeter deployments fcx I M major Nodh Amerfcon ufi:Kes.while enabling greetvenergy iniffatives or d deWe ft s gn'Aconfty higher Returns on eesources. Unfke propriolasy,closed-ordVIectue sobibns.SrnaiSynch's SMWMeters represent fulum proof Investments In technology.The slmtdards•bosed IP cortnectivty enabled'n every Smar meter deployed makes them adoptable and remotely upgradobte fo support today's sensor and cornnu'r cations needs.as wed as lomocroWs opportuntiies,better than any aRernotive. C t 6:K..$marts inch Inc.,of dgNs rerAr-ed. ROOF DIAGNOSTICS changing the way we buy electricity S LAR , , � r May 8th, 2014 Subject: NYC Solar Permit Signatures Dear Homeowner, The enclosed documents are part of the permit application for the NYC Department of Buildings. I have indicated all the spaces where your signature is needed. In addition to your signature, the PW3 form requires a notary seal. Please execute your signature where so indicated and return originals to our office via the enclosed return envelope. Please let me know if you have any questions about this paperwork. Thank you. Sincerely, Samantha Lennon Permitting Specialist Samantha.Lennon @ roof diagnostics.com Phone: 800-75-SOLAR ROOFDIAGNOSTICS.COM Enphase®Microinverters Enphase@M215 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 J 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 45 V 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) 0208 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.AH rights reserved.All trademarks or brands in this document are registered by their respective owner. en �Ia vWtWII IN 250W, 255W, 260W High Module Conversion Efficiencies Oc %eery 6 quick Easy Installation and Handling for Various Applications =s, ;= Mechanical Load Capability of up to 5400 Pa Conforms with IEC 61215:2005, Q IEC 61730:2004,UL 1703 PV Standards IS09001,OHSAS18001,IS014001 Certified EMS I r l 5ahry�Fke Application Class A,Safety Class 11,Fire Rating C tiVp�� O 100% N 95% material& .el LL 90% Aadea Va/Ue worfmwnshlp 85% co E ®. 80% 0 S 0% /!near power 0 1 5 10 15 20 25 output YEAR r V 1 APPROVED PRODUCT COUS V "KS /e w usr® ioeKw� 4 G PVtYCLE / o � Virtus"111 Module n . • 250W, 255W, 26OW e a MOP- Elm.� 992mm 40mm %9mm 10 +l.sv. 1000W/m° uxucrx0aaox o•.xu xne �� s rnxx 8001N/mr a s E U q 400W/m2 E E E q u ffi r� 2 20DW/m' x-w ~ sxorxxns.ux 0 3 6 0 6 10 16 20 2!i 90 96 b Voltage NI b6 5x10 mrw-\ Varied Irradiation Efficiencies xKfM1111G HtlF 16d%3.5 INidlance 7AOW/m=. 400W/mt OW/mx SgOW/no 1000111i/nP Mwa tg only for Reference ElBtlency 15.8% 16.2% 16.7% 16.1% 16.0% Electrical Characteristics STC 1 .1 :. Maximum Power(Pmax) 750 W 255 W 260 IN Power Tolerance 0-+SW 0-+SW 0-+5W Module Efficiency 15.4% 15.7% 16.0% Maximum Power Current(imp) 8.31 A 8.39 A 8.53 A Maximum Power Voltage(VmP) 30.1 V 30.4 V 30.5 V Short Circuit Current list) MA 8.86 A 8.95 A Open Circult Voltage(Va) 37.4 V 37.5 V 37.6 V Values at Standard Test Conditions STC(AM1.5,Irradiance 1000W/mx,Cell Temperature 25°C) Electrical Characteristics NOCT JC25OM-24/Bb :. t Maximum Power(Pmax) 185 W 189 W 193 W Maximum Power Current(imp) 6.57 A 6.63A 6.74 A Maximum Power Voltage(Vmp) 28.2 V 28.5 V 28.6 V Short Circuit Current(Isc) 7.12 A 7.20 A 7.27 A Open Circuit Voltage(Voc) 35.0 V 35.1 V 35.2 V Values M Normal Operating Cell Temperature,Irradiance of 800 W/m2,AM 1.5,ambient temperature 206C,wind speed 1 m/s Mechanical Characteristic� Characteristic, Cell Type Virdls 11(PolycrystaRhla)156 x156 mm,60(6x10)pcs in series Temperature Coefficient of Voc -0.30VC Glass High Transmission,Low kon,Tempered Glass Temperature Coefficient of Isc 0.04%/°C Frame Anodized Aluminum Alloy Temperature Coefficient of Pmax .0,4WC Junction Box 1P6S/tP67 Rated,With Bypass Diodes Nominal Operating Cell Temperature(NOCT) 45"Ct2'C Dimension •1640 x 992 x 40 mm Output Cable 4 mm2(EU)/12 AWG(US),1000 mm Weight 19 k6 Installation Hone Location See Drawing Above Packing Inforination Container 20'GP 40'GP 40'HQ Operating Temperature -WC++8VC Pallets per Container 12 28 28 Maximum System Voltage 1000VDC(EU)/600VDC(US) Pieces per Container 300 700 770 Maximum Series Fuse rating 20A(EU)/2DA(US) x,..xxo:xJroVxoxam 'eowrx x.nea.u>mw,.u+esso� uvnon:,v,gm....,.ea.u>�m.�e.r.,vxxe..Rwsxa roa�s..+vwnm.r.�. 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