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Home My WebLink About40525-Z ��p"��FF��cp� Town of Southold 7/25/2016 �s' �� P.O.Box 1179 0 °" � ' S3095 Main Rd �y,�,0�' ��p`�� Southold,New York 11971 � CERTIFICATE OF OCCUPANCY No: 38407 Date: 7/25/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 3370 Wickham Ave, Mattituck SCTM#: 473889 Sec/Elock/Lot: 107.-9-15 Subdivision: �led Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/10/2016 pursuant to which Building Permit No. 40525 dated 3/15/2016 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 DiVello,Teni Ann of the aforesaid building. ' SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO.- 40526 06-14-2016 PLUlVIBERS CERTIFICATION DATED ��.�__<�� Authorized Signature �g�F�o��,c� TOWN OF SOUTHOLD ��a �� BUILDING DEPARTMENT y z� � TOWN CLERK'S OFFICE o • � SOUTHOLD, NY , 'L,1y�1 � ��p�'' 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#: 40525 Date: 3/15/2016 Permission is hereby granted to: DiVello, Terri Ann 3370 Wickham Ave - - Mattituck, NY 11952 To: �nstall solar panels (roof mounted) as applied for. � At premises located at: 3370 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 107.-9-15 Pursuant to application dated 3/10/2016 and approved by the Building Inspector. To expire on 9/14/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 \ 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 Ap�i19, 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 Date. March 7, 2016 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 3370 Wickham Ave. Mattituck House No. Street Hamlet Owner or Owners of Properiy: Bertha Raynor Suffolk County Tax Map No 1000, Section 10700 Block 0900 Lot 015000 Subdivision Filed Map. Lot: PermitNo. V�� Date ofPermit. Applicant: Michael Passantino Health Dept. Approval: Underwriters Approval: Planning Board Approval: � Request for: Temporar Certificate Final Certificate: (check one) � t�0 Fee Submitted: $ Applicant Signature �O��pF SO(/ryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 G • �� roqer.richertCa�town.southold.nv.us Southold,NY 11971-0959 �' ��y�oUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIAPICE SITE LOCATION Issued To: D'IVello Address: 3370 Wickham Avenue City: Mattituck St: New York Zip: 11952 Budding Permit#. 40525 Section: 107 Block. 9 Lot 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIOfVAL ELECTRIC CODE Contractor: DBA: RaSCO EleCtrlC License No: 53689-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 INVEfdTORY 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 Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS ocne�Eq��pme�c: 13.78 KW Roof Mounted Photovoltaic System to Include; 53 - Canadian Solar 260 Panels, 1-SE 11400 Inverter,1-60A AC Disconnect. Notes: Inspector Signature: Date: June 14, 2016 z Electrical 81 Compliance Form.xls ✓ - , . . _ . _ _ � �O��OF SO(/Ty�lo . " L1,�,� # #� . / �°!� ��o ' . �OUM`I,� -TOWN OF SOUTHOLD� BUILDING DEPT. 765-1802 � - � 1 NSPECTION � - ` - - [ ] FOUNDATION 1 ST [ ] ROUGH PLIJMBING � [ ]��FOUNDATION 2ND [ ] INSULATION, � [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIML�IEY [ ] FIRE SAFETY INSPECTIOM � _- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION " [ ] ELECTRICAL (ROUGH) (�,) ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] CAULKING . REMARKS: '��, _� � � _----��,� �� /�` � � l �%��'�-- -' � DATE � � r� 1� INSPECTOR _ ` Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138•E-mail: grichardpe@aol.com - o CC�C Od[� D JU� � 2 2016 July 20, 2016 BiTILDING DEPT. Town of Southold Buiiding Dept. TOyVNOF50UTHOLD Town of Southold, NY Subject: Solar Panels at residence of Bertha Ravnor, 3770 Wickham Aveo Mattituck, NY To Whom it May Concern: .,, I certify that the installation of the subject solar panels is in compliance with Town of Southold Building Dept. approved plans, the Building Code of New York State, the Residential Code of New York State, the manufacturer's specifications, and all other relevant codes and standards. Please contact me if there are any questions or comments about the above. Very truly yours, �+�'�� '��``^"��, Rich r B. ord n, P. �fd;`,. �,' �`�y'��„ New Y rk P.E. Li ense o. 079309-1 ,�'%�..�''��;.�L> �•U� C��, <t��` �$� �pZ .� � �' n1 �r +�l � � � �n �� . `,� ;.. _ •\ +evrl,',�'i~t�,l','t ra�`'`�A �� \4\�`!: "^wa.....rr+^T . (�a `� J� r •,ry'r +i`{`✓�,-�'�� T�,`7�7r� ``••"'�r,w.. :,rd''�• � � t �LD�s��o�� n� ' �; �oN�,r,Mc� , . . � . . . � �� ' ��m�.�orr�xsx� , . ,, , , . , . . i �� . .. ..... .........�.-p-------�-- , , • � � � � . � . � � � �� FO'fJ,[�ID�TS4I`t�(2I�) . ' t1i . j , " ' ; � • • z , , , � . � o � . ' • � . � . - .� ' , . ' Oy , ' . • I , ' , ' • ' ' ' � � ROU�Fi F�C�& • • � , � . , . • , . � �� 'LUMB11�i'G . -�- , �� 'r" , � . , . � .� � ; . . . , • � � ' . , ;. • � . ; . . , � � • .._:_ . , ,. , , .. . , � � � ' ' " � ' � t� . , , , � . � i ' t� I'NS7JLATION PE1�.N,�'. ' ' � • ' ` H � . STATE ENE�2.G�.'�OS�� , , ' ; , • , , ., , i . , , • � -- , , . , � ,., . ' . , . i . . . . . � I . ' � , � ; ' _ , . , , . , , . � F]NA.L . • • ' . . , . � � • , . . , .; . . . ' . ., . . • � ' �'�'�• T5 � • c +, . ,� . . . . � ; . .,�f � , P � � � , ' 'Q,' , ' . . . � ' � �. C.�� /��' � , � z m , • ; . � � . � , . , . , , � , , , i , . ' , , . �- � j ' � . , , , . . f . � � , ' . ' C • " � � . . � . , � � � J � , ; , . � ; � , . . , �� m � ' , � ' .----�-�- . � � , . ; � d �.. y , • I ' • � ' � � � � • � . � � . . , � � � � • � TOWN OF SOUTHOLD " � BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTIVIENT 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 PERIVIIT NO. �� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form 1 f� �� Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration � ,20� ' ' in ns - D �� PPLICATION FOR BUILDING PERMIT D ��; '� � ��. , Date March 7, , 20 16 INSTRUCTIONS a. T e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pla� � i o 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 Buiiding Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Trinity Solar- Michael Passantino (Signature of applicant or name,if a corporation) 2180 5th Unit 1, Ronkonkoma, NY 1179 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Aqent Name of owner of premises Bertha Ravnor -- (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. Other Trade's License No. 1. Location of land on which proposed work will be done: 3370 Wickham Ave Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 10700 Block 0900 Lot 015000 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 � b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $48,505.60 Fee $200.00 ' � (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 Deptli' 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 premises aertha Raynor AddT'0SS 3370 Wickham Ave Mattduck,Nv riss�110ri0 N0. 631-298-0186 Name of Architect R�chard B Gordon AC�C1PeSS PO Box 264 Farmwlle,VA 23901 phone No a34-594-6138 Name of Contractor Tnnity Solar-Michael Passantmo Address�+eo 5�h A�e Unit tA,Ronkonkoma,NY 1177�11011e NO. 63'I-3'I9-7233 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point,on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO � * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: , ' COUNTY OF TSu�,��l ) Michael Passantino� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, , � (S)He is the Agent - ' ' (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 performed in the manner set forth in the application filed therewith. . Sworn t.o before me this � D / ,' ' 7 dy day of ��G� 20 l(o „ n � n �� ALENA SANTOS �� l R�OTARY PUBLIC,State of New Yo - "'-�SA6322131 Notary Public Qualified in 5uffolk County Signature of Applicant Commission Expires 3/30/201g � � �`� . �°��`�� - �'7C'c0�)E�l��l[��A\'7C']E][�. Scott A. Russell � �.� sv��v��o� � � �' I�v1CA\I�A\�G�]EI��1[]E��C' SOUTHOLD TOWN HALL-P:O.Box 1179 � � C� 53095 Main Road-SOUTHOLD,NEW YORK 11971 '� ty� To wn of So u th o l d , �'°� �� CHAPTER 236 - STOI�:MWATER MANAGEMENT WORK SHEET � ( TO BE COMPLETED BY THE APPCICANT ) - ' ][��IE�' '�'�[�� I�IE��IE�'�' �1��[.�IE �1�� 1F' '�'�[IE 1F�][.l[.��d�I�: . " �� (CHECK ALL THAT APPLY) Yes No � , ❑�A. Clearing, grubbing, grading or stripping of land which�affects more . � than 5,000 square feet of ground surface. ' � � ,� ❑�B. Excavation or f illing involving more than 200 cubic yards _of material - � within any parcel or any contiguous area. � � ❑[]' C. Site preparation on slopes which exceed 1.0 feet vertical rise to 100 feet of horizontal distance. � ❑�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal . erosion hazard_area. . �_ ` ❑(�' E. Site preparation within the one-hundred-year floodplain as depicted �' -- - --- - ---- -on �'IR�VI Ma-p--of a-n-� wat�-r-co�r-se:---- - - � - � ❑�F. Installation of new or resurfaced impervious surfaces of 1,000 square � . '�� feet or more, unless prior approval of a Stormwater Management � ` Control Plan was received by the Town and the proposal- includes � � in-k�ind replacement of impervious surfaces. . . � � If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ' Signature, Contact Information, Date & County Tax Map Number! Chapter 23s does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. � �APPLICANT (Property Owner,Des�gn Professional,Agent,Contractor,Other) S.C.T.M: '°: 1 OOO Date. ' . Dutnct - - NAME ��r�vl� �—I��I�� - a �� Section Block Lot . � ' � - �'' ��,��r, . -,<.F•_ ,'C�3i; T��UiI_I)I\G-i-)L•:}'11�"I':�11rNT t.��. �}�;�_�` �>,r Contact Information l��` �� / e�� A a /� , .feleyhone�um0.t1 �d a A .� i/ /� �� Reviewed By: '�'� �""�� d`��% - - - - - - - - - - - - - - - - - - _ Date 3�� /. . � Property Address / Location of Construction Work: — — — — — — — — — — — --- — —, —_ — ' �� /�B� / A� �� Approved for proces�ing Building Permrt � ��-��- r Stormwater Management Control Plan Not Required. "1�4 / fiC'�J ❑ Stormwater Management Control Plan i�Reqwred. . (Forward to Engineenng Departmei�t for Review.) FORM # SMCP-TOS MAY 2014 - ' From:631 285 3428 05/25/2016 09:08 #187 P.001/001 . o�°��r�'- � � � ' `�'ow��a16 AtttteX A� � Teicphone(681)?65-1802 54875 Ma'si R�d 1M1fl�18�Iq. $.O.Box I179 . � R��P��4 j�V,U� Sautl�okl,NY'11971-0959 � �"�y,� � . , 8��.� TOWN�F 34Q�.1"I'i��L� ��I�LIC/�TIQN FOI� �L�CTRICe4L m,�l�F?E�;T�Cllil • REQU�STED �Y: �S� � Oate: ,� . C�tnp��y Nara�e: ' '�Q�(J� ��.� rl�(, . ' IVame: � C�l� (�.r�' ( � - ' L�ense No.: d�ess: '1J+f�3�'Q.:�- e� � ' Prione No.: � �OBS!'�'� fN�f�F2MATlON: {*Indica��s required intormat(on� � *Name: �`�•�"�� ' ''�' . �'�dclr-ess: '�,��p \ �'�C,1�11Q �� .r t�-�/ «a 5� *�� Straef: . '�Phone I�b.: ��1 ~ c�a1�S � �1�•�a , ' . r��17[Q.• r ' ' �w T�x�Map p(str�ct: � µ1� . 3ectlar�: 1 t�t�, B(ock:� l.ot: { ' '"'�RIEF D�S�RiF'TION C!F 1It/QRK(Pie�� F�rin�Cl�arly) �_�(� �j,��.�� . �� iRl�se Git'G��A!�That ApP1y) Y . '�I��Ob ready�'ar inspectton: �/ �� f� (�Fln�! "C)O� n � . . ``-�' you e d �Temp Ceatific�te: . Y�� • • Teonp inft�rpn�N�n(lf nead�a�j � � • wS�rvic:e►Sl�: 1 Ph�se 3Ph�s� 940 150 2�0 �00 �f�0 �t70 Clfher ''Idew S�rv�: R�-�onne�ct Unde�t�ound Number of Met�rs Ch�n a of��n+l�e O � • , g �rf�ee�d � �� . �cfd�tMbna� Infbrrpt�tivn: I�AYMENT D�I,��1lVEl' kPPLI `i'14P� . � � �. � • � � ��-�, ea�qe,ea�fw traspecBan Fvrm � � ' . � ��yOF SOVT�,�I . � � o . Town Hall Annex Telephone(631)765-1802 54375 Main Road � , � Fax(631)765-9502 P.O.Box 1179 G "� � Southold,NY 11971-0959 '�� C�UNT`1,�� , BUILDING DEPARTMENT TOW1oT OF SOUTHOLD July 6, 2016 Trinity Solar 2180 5th Unit 1 Ronkonkoma, New York 11779 ��l � RE: 3370 Wickham Avenue,Mattituck � � � NOTE: Before the Certificate of Occupancy can be issued the ' h' ct r�ngineer ust certify the installation of the solar panels meets the New York State TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4J1/84) Trustees Certificate of Compliance. �row� rrustees#�ss-�ss2� Final Planning Board Approval. (P�anning#7s5-1938) 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: 40626-Z �olar Panels ervtc�i�', s��,sti S��c�.c� 1. �c�v� , �� =.� i� �.°��'-� o I �� ,�`,�~�.�.�'�. � � �f�..T�T lkC�j � � � � ��J2... .� ,: : , �; �, ' �3�o l.�o�k i��,� �ve. . ;�'S(3LAR Name�G�, �t' � i'� �� ur�z.r- Te,rv�� h h r e. v Permit Application Checklist Southold ��own Application (on legal paper) �' Application for Certificate of Occupancy �4 Sets of Plans �1 PE Letter �/�Contractor's Insurances d Contractor's License Suffolk �/Electrician's Suffolk License t� $200 Filing Fee -rvv -.�❑ Copy of survey �Copies of Spec Sheets, Inverters/Panels and Racking e `j ' � �as�rL ��1 �o� 3�� -��_ --- S 3-- � c��-�-�'�� S�t��.� ��a ��s��/£3� 50�� Lcs�t�� o�� + s � ` � y � a � �� . , � �� -- �� /�jo� � � ' /07�� - �� 9�� - �� o0 r�. � Corporate Headquarters New York Office . 2211 Allenwood Road 3140 Veterans Memorial Highway Wall, New Jersey 07719 Bohemia, New York 11716 Toll Free: 877-797-2978 PH: 732-780-3779/ FX: 631-218-3134 Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138•E-mail: grichardpe@aol.com March 3,2016 Town of Southold Building Department Town of Southold, NY Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of New York. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existinq roof framina: Conventional framing 2x8 @ 24"o.c.and 13' (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister rafters and with a 2x6 using(2)10d nails 1'o.c. Use of(2)Guard � DogT"" FMGD002 screws is approved,or equal shear strength of approx. 120 Ib, 1'o.c.at areas where little space is available only with remainder of inember secured with(2)10d nails 1'o.c. If do not sister,then install a 2x4 @ 24"o.c. knee wall over an interior bearing wall to limit span of rafters between supports to 11'-5". 2. Roof Loadina • 4.33 psf dead load (modules plus all mounting hardware) • 12 psf snow live load (20 psf ground snow live load reference) • 4.5 psf roof materials • Exposure Category B, 120 mph wind uplift live load of 21.27 psf(wind resistance) 3. Address of uroposed installation: Residence of Bertha Ravnor, 3370 Wickham Avenue, Mattituck. NY 11952 This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009,2010 Building Code of NY. The spacing and fastening of the mounting brackets is to have a maximum of 48"o.c.span between mounting brackets and secured using 5/16"x 3'/:" length STAINLESS STEEL lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 120 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof to be 3"minimum. Please also note the following: A. The Design Criteria for the Town of Southold is in conformance with the 2010 NYS Residential Code RC301.1 or ASCE 7-05,as per referenced standards.Wind speed design is 120 mph. B. The mounting brackets and hardware meet or exceed 2010 NYS Residential Code requirements for the design criteria for the Town of Southold. C. The actual in-field attachment to the roof will meet or exceed 2010 NYS Residential Code requirements. Very truly�yours, , . � , R ch�d .Go don, P.�: New Y P.E. Lic� s�e No.079309-1 � �,G�"NE�� f �� oB �� e � �@- U�PP Rpo2��,� � � � �. �c °C ;` �, � _ ,•" , \ . '`.��FiLs �793�9'� �,��.�� `^��PROFESS�D�P� ,�=' DATE(MM/DDfYYYY) A�� CERTIFICATE OF LIABILITY INSURANCE io/2s/2oi5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Bdrbd=d Ha den NAME: y DITTMAR AGENCY A��N o x , (732)462-2343 FAC No:��32)780-8416 7B Court Street E-MAIL baha den@dittmarinsurance.com ADDRESS: y P.O. BOX 1180 INSURER S AFFORDING COVERAGE NAIC# Freehold NJ 07728 INSURERA:HDI-GE=11i1 America Insurance Co. INSURED INSURER B:L10 Cl'S LOI1dOT1 Trinity Heating & Air Inc. , DBA: Trinity Solar iNSUReRc.North River Insurance Co. BPTP Future Holdings, LLC INsuReR D: 2180 Fifth Avenue, Unit lA INSURERE: Ronkonkoma NY 1177 9 INSURER F: COVERAGES CERTIFICATE NUMBER:2015-16 Liab Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTIMTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VNTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TypE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR D POLICY NUMBER MMIDD/YYYY MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 A CIAIMS-MADE �X OCCUR PREM SES Ea occur ence $ 500,000 EGGCC000065615 11/1/2015 11/1/2016 MED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPIIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY� PR� � LOC PRODUCTS-COMP/OP AGG $ 2�000,000 JECT OTHER: Employee Benefils $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 2�000,000 Ea accident A X ANY AUTO BODILY INJURY(Per personj $ ALL OWNED SCHEDULED EAGCC000065615 11/1/2015 11/1/2016 BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Lease/Loan Ga $ A UMBRELLA LIAB OCCUR EXAGC000065615 11/1/2015 11/1/2016 EACH OCCURRENCE $ 3 000 000 C X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3 000 000 DED RETENTION$ BINDER110115 11/1/2015 11/1/2016 Limit x of$3,000,000 g 21,000,000 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY y�N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ 1 OOO 000 A OFFICER/MEMBER EXCLUDED? � N�A EWGCC000056515 11/1/2015 11/1/2016 (Mandatory m NH) E L DISEASE-EA EMPLOYE $ 1 000 000 If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1 000 000 B Errors & Om�.ssions PGi7{1uc0201403 5/30/2015 5/30/2016 PerOccurrence $2,000,000 Pollution Liability Aggregate 2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Addltlonal Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELIED BEFORE TOwn Of SOuthold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 ROUth 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Barbara Hayden/BAH /� �4 � O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025�zo�ao�� STATE OF NEW YORIC ' WORKSRS'COMPENSATiONBOA�tD CER�ICATE OF NYS WORIZCRS' COMPENSATION]fPfSURANCE COVERAG� la.Legal N�ine&Address oTInsured(Use street address only) lb.�usdness Telephone Num6er of Ynsured Trinity Heating&Air, Inc 732-780-3779 DBA Trinity Solar '° � 2180 Fifth Avenue ic.NYSU�employmentInsuranceEmployer Unit 1A Ac�istrettonNumberofInsured Ronkonkoma, NY 11779 49-23097-7� Wor&LoenHon ofYnsured(Only required}�J'coverRgeissp¢cifrcolly ld.reaeral Emptoyer raen�f�t;on Number of Iu�ired �linlled�o ce�tatn locatlons Pn New York Stale, ��, a Wr�p-Up or Soc9a1 Secvrlty Number Poltcy)' 22-329,�324 -3 :� 2:Name and Addrass of the EnHty Requesting Proof of 3a. W�me of Insuranco`Carrier Cwerage(EnHtyBeingLisfed as theCerHi�c�¢e�older) HDI-Gerling America Insurance Co: TOWN OF SOUTHOLD 36.Pollcy Number of entity Itsted in box'��a" 54375 ROUTE 25 EWGCC000065615 SOUTHOLD, NY 11971 . 3c. Pollcy effective period 11/1/2015 to 11/1/2016 3d. The Proprletor,PaFtners or�xecutive OlTdcers are eluded. (Un�y c!►eek ba:if all portnera/of0cee9 iocladed� ❑ U exclnded or certain partners/officers.ezcluded. This certifios that tha insutanca carrier indicRted abovo iu box"3"insures ihe business referenced above in box"1a"for workers' compensationunderthaNewYorkStateWorkers'CompensationI.Rw.(Tousethlsform,NewYorlc(N�mnstbellstedunderItem 3A on theIl�0It1VIATION PAGE of tLe workers'compensetlon insurance pollcy). The Lnsurance Carrier or its ltcensed agentwill send this Certificate of Insucauce to the entity listed above as the certificate liolder in box"2". Thelruwrance C�•rrer tivilT also nol�('yihe cabove cer�rfrcaleholderivithln IDdayslFapolrcy is cmrceleddue to nonpayment ojpremiams or within 30 days II%there cn e reasons olhsr�hcm nonpay»rent ofp»emiums t6ro!cancel the policy or eliminafe the insta�edfrorn the coveroge - indtcated on fhis Cert�ca(e. (Tfrese notices may be sent by regular�nail.) OlTierwlse,lhls Certlflcale is volldfor oseyear aJter fhJsjorm 1s oppraved by th e irtsu�ance carrler or ils llce�rsed ageiat,or u»[1111ie palky expfrallon dale Jls[ed in box�'3c;w1lPdrever ts ea��g� Pleese Note:Upon t€�e cancellatiou of the workers'co�pevsaEion poliey indicated on this form,if the bus(ness contiaues to be named�on e pexmit,license or contraet iasued by a certfGcate holdex�tlie buslness must provide tliet certiticate holder with e new Ce►�ftftcate of Wor&ers'Co�tpensation Coverege or other authorized proof that the business fs complying wlth tLe maudatory coverege reqaire�►ents of the New York State Workers'Compenswtioa Law. Under penalty of pee3ury,I certiPy 4bat I am aa suthorized representaHvo or llcensed agenE of the insursnee carrler referenced ' a6ove�nd t�at the memed ie�snred bas the covetsig�as depfcted on tLis form. . Appmved by: Geo e J. Dittmar III - • • -� • • � • (Print name ofauthorized reptesentetiva or licansed ageat of insurance caaier) Appcoved by: � " _ 10/22/15 -(si e) �c�) ' Title: President Telephone Number of avthodzed representative or licensed agent of iasurance cazrier: 732-462-2343 Please Nol��Oaly insumnce earriers cmd their Jlce�tsed agenls are aulhaTzed lo isstre�'orm C-105 2.h�suranee brok�ers are NOT attthot�ize�to Lssue�t. C-105.2(9-Q� www.�vcb.stat�.ny.us Certificate�of NYS Workers' Compensation.Insurance Coverage Page 2 of 3 , , STATE OF�IEW YORK < i 'WORIKER'S COMPENSA'I'ION BOA.RD ' ; CE�tTIFICAT�OF N�'S W,O�EIL"�' COIVAPEII�11SA7['ION INSUIZ�i`�C�COVERAGE la.Legal Name and address of insured(Use str,ect address oalyj -16.Business Tetephone Number of I"n'sured' Rasco Electric Corp: 516-659-3775 72 Sunset Roed Valley 5tream,NY 11580 !c.NYS Unemployment Insuraacc Employcr Registration Number of Cnsured 5535712 � Work Location of[nsured(Only requlred lfcoverage!s spec(fical/y lfmPled ld.Federal Employcr Indentificalion•Numlier oC Insured !o certaln localfon!n`Ne�r York State,r,e.a Wrap-Up PoJicy) or Social Security.Number i12694781 2:Name sad Address of the Enrity Requesring Prootof Coverage 3a.Name otInsurance`Cnrricr (Entity Being Listed as the CertiGcate Hoider) Rochdale insurance Company- ' Town of Southold � 54375 Main Road 36.�Po[icy Numbcr,oC.cntity listed In tiox"la": PO Box 1179 RWC33931'41 ' ' Southold,NY l 1971-0959 , � 3c.Pol[cy cffectivc period: 1?Jl%2015 to t211%Z0t6 ' � 3d.The Proprietor,Partners or Execiit[ve Onccrs are:. ❑inetuded(Only check box if all parfiers/officers included) � ❑� all excluded or certain partners/oiticzrs ezcludcd ` f This certifies thut the•insurance catrier indicated above in box"3"�insures thc business referenced above in box"la"for workers' coinpensation under the'New York State Workers''Compensation Law.(To use,this form,New York(NY)must be listed ui►der Ite►n 3A on the INFORMATION PAGE of ihe workers'compensation insurance policy).The Insurance Cazrier or its licensed agent will send this CeRification of lnsurance to the entiry listed above as the certificate holder in box"2". ; ` The Insurance Carrier wil!alsb�not�'fhe above cerlificate holder-wilhin-!0 drrys!F a'poliey is canceled c'!ue to;narpayment ojpremiunrs or within 30 days IF lliere are reosons other than nonpayment ojpremiums thal cancel�he policy or elimii�ate�l�re insured f'ro►n lhe coverage indicated on7his Certif[cate(These notices may G'e sent by regular mail.)Otherwise, this•Cerlifrcate is valid jor one year ajter this jorm is approved by the fnsurance carrier or its licensed agent,or unti!�he policy expiration date lis�ed In box"3c';whichever is earller. ° Pleaise Note:Upon the cancellation of the workers'compensation poliey indicated on'this�form,if the busuness continues to be nameif on�a permit,license or contract issued by a certificate hoider,the business must provide that�certi�cate holder with a new Certificate-of Worke�s'Compensation Coverage or other authorized proof tltat the business is comp[ying;with the mandatory coverage requiremenks of the New York State Workers'Compensation Law. ` , Under penalty of perjury,I certify that I am an authorIzed represenf$tive or licensed ageat of the in;surance carrier referenced above and that'the named insured has the coverage as depicted on this form. ' Approved'By: Henry C.Sibley (Print aeme oCauthorized representative ot liccneed agent oCinsuranee catrierj C,�d� aPPm��a sy:� /�c`� � �i�i3rzots (Signature) (Date) Title: Undenvriting Manager Telephone Numbar of authoriud represenrotive or liwnsed egent oFinsurancc carrier,CarricrPhonc � Please Nole:Only Irtsumnce carrfea and�lielr llcen.ted agenls am arrlhorized fo lsrne rhe C-I05.2 jorm.lnsurance brokers are NOT autl�o�lsrd'to lssue!f. C-105.2(9-07) Https:%%ao.amtrustgroup.com/anawc/PolicyNYCertificat'eOf WcIns:aspx?IndexId=125443... 11/13/2015 10/06/2015 11 :09 �AX 1516 825 �467 RASCO ELECTRIC CORP'. C�001/007 STtlTE OF 1JEW'YORK 'WOIitSERS'COMPENSATION BOARD CEIiTIFYCAT�O�'3�TS�JR.AI�TC�C�rVE1tAt��iTN�EYt,�Iv1Y�DI3ABII.ITY�EIVIEEFTTS Y.A�9 PA�tT L 'Y'o be coffi leted b` Dis�b119 lB�aa�fits C�rr[er or�,ice�s�Yaasur�c�ce A eat of that C�rri�r la Legai Natne and Addiess of Ynsured(Use street addsess only) 16.Business Telepho�e Number of Insurcd 516-825-6157 RASCO EI.ECTRIC CORP lc.NYS Unam layaeent Ynswaaee Employer Regis�atios T2 SUNSET ROAD - g e Nun��r of nsured VALIEY STREAtJl,NY 11580 5535712 l d.Federal E�ployet Identif cation Number of Insured or . Social S�curity Number 112694781 ' 2. Nacne and,p�ddteas of the Entity Requestiag Pioaf of 3 a. Neme of Izssuranc�Carrier � Coverage(Emity Being Lisced as the Cec4ificate FIolder) HARTFORQ LIFE AND ACCIDENT TOWN OF SOUTHOLD 36.PoGcy Number of entiry listed in box"la": 54375 MAIN.ROAD� P,O._BO?t 1179 LNY328655 SOUTHQLD,NY 11971-0858 3c. Polncy et�'ective p�riod: , 10-01-2Q15 to 09-30-2016 4.PoGcy cove�s; a.Q A11 of tlna e�ployef's employees eligible�a►der the NewYork Di�ability Benefits Law b.�❑On�y the foltowiag claag or cl�sses.oftt,c employer's�nployees; Under pen0lry of porjury�Y certlf�r lhst I am an authortzed representative or licensed a�e�rt of the insuranca careierregetenced abov�ettd that thc oe�mied insuted 1te&1VYS Disability Benafrts insurance coverage as described above. 10-02 2o�s �,�� x$� nac�s,�,�a By �" - � �SiBnnhao of ireuranee�arrou's suthaized tt�entacive m NY9limmad lnsunuioe ABoM of tha�inswaaca emsiar) Telephone Numbee (800)454-7020 Title ManeQer IItiPORTlOP1'f: IYbai°as"b c6ecNtd.and tL"es faTm ier s{eaed py t$e inwrsuee cotYier'e a�the�ed teptcaeotative or NYS Lieeased I�a�oee Ageo�oY thnf carrl�r,thls eee�f�cuf�ia COI�LIETT��(V1�11 it ditecf4}i m t�e attiGeate holde�., If k��dA^i9 ehec&sd�t61�eeptiticata isNOT COM�LE'['E fbrpatpoaee u/6cet➢oja 220;Sabd.B oftlieD'ra�bllhy BepeG�I�w.$�pust tre mvDed for compledon co 9Le Worlcrso'Com�sneatton gosr@,DB Planf Auep�nee Uaty'a0 Pselc Sn�eet,A(bauy.New York 12207. P�1RT 2. To be com leted NYS Wo�t�ea�s'Coffi eos�tion Bomr� Onl fff bos u46"of Pavt 1�as l�een c6ecked 3tate Of Ri�w�{ork Wor�er9' Co�peassaon��rd A.aording zo information msinA�.insd by the NyS Workers'Comp�nsaaoa Board,the abovanomed employer has�omplicd wirh tl�e NXS Disebll;ry�enefirs T�ur with respect to a11 ofhisThsr eaiployees. I i Date Signed Hy � (Sigru�aao ofNYS Wodaaa'Canpenaetian Boasd Fmployee) I Telephone Number 'fitle Ple�ase Note:Onl�+f�sterance cu�rTers lrce�sed to n+vite NYS disabillry berrefit�in,strrmic�e polteles�arrd N�'S liceresed ir�srvame agent,9 0� those i„sur�rcce car�r,ters ar+e authorized to issue Form DB-120.1. Ic�sesrcrice brokers are NOT'authoPtZed to i�csrse ehis for�n. DB-12o,1(5-06) STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits�arrier or Licensed Insurance Agent of that Carrier 1 a Legal Name and Address of Insured (Use street address only) I b.Business Telephone Number of Insured TRINITY HEATING &AIR, INC. 7327803779 DBA: TRINITY SOLAR lc NYS Unemployment Insurance Employer Reg�stration 2180 FIFTH AVENUE, UNIT 1A NumberofInsured RONKONKOMA, NY 11779 PENDING ld.Federal Employer ldentification Number of Insured or Social Security Number 22-3292324 2. Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Bemg Listed as the Certificate Holder) Standard Secunty Life Insurance Company of New York TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of entity listed in box"la". SOUTHOLD, NY 11971 R71757-000 3c.Policy effective period: 7/1/2013 to 9/28/2016 4.Policy covers: a. � All of the employer's employees eligible under the New York Disability Benefits Law b, �i Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the msurance carrier referenced above and that the named insured has NYS Disability Benefits insurance covera e as described above. Date Signed 9�30/2015 gY � S�gnature of insuran carner's a horized representative or NYS L�censed Insurance Agent of that msurance carner) Telephone Number (212)355-4141 Title SUPERVISOR-DBUPOLICY SERVICES IMPORTANT If box"4a"is checked,and this form is signed by the insurance carner's authonzed representatrve or NYS Licensed Insurance Agent of that camer,this cert�ficate is COMPLETE. Mail rt d�rectly to the certificate holder If box"46"is checked,th�s certificate is NOT COMPLETE for purposes of Section 220,Subd 8 of the Disability Benefits Law It must be mailed for complet�on to the Workers'Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,New York 12207. PART 2.To be completed by NYS Workers'Compensation Board (Only if box"4b"of Part 1 has been checked) State Of New York Workers'Compensation Board According to information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensat�on Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disabiliry benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT aut{tot'iZed lo[ssue this form. DB-120.1 (5-06) •�� :fE�'PI�IC��i'� O� LQ9�i�Bl.�'�f 6��U�6�CE � °�,��ra�o�n � io/2/aois THIS CERTIFICATE LS 18�UE0 A5 A II�A1'�ER AF I@lFORftAATIOPI A4d4Y AND COi�FERS PIO RIGHYS UPOA�YHE GERTIFICATE MOLDER.TNIS CER7IFICATE DOES PIOT AFFIRR7A41bELY OPt idEOA7NELY AI'�EidD,,E�END Qti ALTFR THE COVF.F2AGE AFFORDED �Y THE POLICIE3 6ELOW� TH18 CERTIFICATE OF IMSURANCE OO�S i�OT CONSTIME A CONYRACT-BE�II�EA1 THE 133UIN0 INSURER(3), AUTWORI�D R�PRE9EA1TATtVE AR PRODUCEid,AaD THE CERTIFICA'i'E HOLOER. I�IPORTARfT: IP the certdflcafe holdef Fs�n ADDITIONAL It�SURED,tik9 9a��y(!�)m�t�ie ea�tlo�sed. If SU�ROGAT10A1 IS WAfVED.sub)act tn the ternls e�d condltlons of li�fe policy,certaln policles mey r�ulre an�ndorsfam�n�. A statemam on th�s certlficate do�not confer Nghm ro tha ceNflcats holder fn liau of atrci+eodoxsemon s. � Paooueeu °1 DR887SE L. ��—�SH R�N�Y� Y�iC. PHOt�E , (51Sj872-9500 F� ya.(636)B91'ZOZS ON& BD�tI9B PLd►TA ' .DLS@3S8@GY�IN3.COM y8+t.i.EY; 3'I'R8�►ed, NS ],].'59A wsuR 9 AFFORDINGCOV�3AG@ NAICi# e�vNERA•� 8 tdtl'1't13dL aN9CRAalt� CO. 23329 nueu�o meuRea e� RiCSA� GG�+RNERY , INsuRt1R e: RA9C0 ELECTRIC CQR�. [eisURsotD: 72� 8�8&T RC&D aE: yAL��g STRB,As! NY Z1590-3331 laieuaectR: COdEPtAOEs CERIIFICA7E NU�tieER:et�.9TER REy1SIOM NUPfiBEi2: 7}i1313 TO CERTIhY THAT 7tiE POUCIES OF 1NSURANCE IISTEO BEIOw NAVE BEFt11SSUE0 TO THE INSUREO WAMED ABOVE F0R?NE POUCY PERI00 9NOICATED. NOTWITHSTAPJDING AN`f REAUIREMENt,TERR4 OR COtdDfilON OF ANY CONTRACT OR 04HER OOCUMENT WITH RESPEC7 TO VYHICH THI$ CERTIFlCATE MAY BE tS§UED OFt MAY PERTAIN,THE INSURAidCE AFFORDEO BY_THE POLICIES DESGRIBED FtEREtPl IS SU�JECT TO ALL THE TEFMS, _EXCLUSIONS AND CONL�fii0N5 OF suCH POLICIES.LIMITS SNOWN @J1AY,NAVE BEEN REOVCEO BY PAIO CIAiMS. SR �Pe pQ INSURANGL RO{JCYHU ��EFF P P U� A X CAidMlEtaALGHt�qA��lna�lmr �I060077 OG/26/ZOIS OG/26/2016 EpCppCCURRENCE S 1,00O,OOD ' CtACdS�DE Q OCCUR PREM E SOO,000 X XCG COVER7iG6 X MEpE7cA � g 15,000 PERSONOL 8 ADV IPLItJRY S zN�+�� EN�LAGGREGATE UMR APPLIES FE0. ¢ENEAAL aQORE0A7E E 2�000,000 �x pOl1C1f a j�,R�' �LOC PKODUGTS•COMP/OP AGG i Z r�00�000 �, p�ppiro d�mapoe�gle Omil $ � avro�aei�uaeiutv C�85d936a ca/oo/xoas oe/oa/sbis '� s l,000,000 ANY AU70 BOD9.Y IKIURY(V0r p9Bafl)_ 8 - �OYS4NED X A��ULEA BODILYIWURT(Ptuem}�nO 8 NpN•py1JP1Ep PROPE D�AGE y NIFED AU70b qUT03 Untrimu momridmrnbirmd $ 50,000 IItABRELLA L1A8 OCWR EACH OCCURRENCE S D[C68B U0.6 ��g�DE AGGFiEGA7E 8 T N 1NOR�Rp COMP¢N9A710d1 � ' AND EAIPLAY�R8'LGBlUTI OFFI CERMEMBER DfCW DED�9�� ,v�M 1 A E,l.EACH i1CC10ENT B (klandto�rylnNFi) ELDISFdSE-FAEMPlOYE 8 �yna•�� El DIBEABS-POIICT L@AIT S OESCRtPRON OF OPE NS Daba OESGRIP710N OF OPERATION3/LQGTIOHS!VEitICL6S(ACOR01D9,AAQllland Ror�uRto�Ir,mq Do aeQefmd H rtearo opnee ta�equt� CSRTIFICA2'E HOLDER Z8 INCLQDBD d1.S ADDITIdYd�IL Iid9IIR8D I I CERTIFf6�TE HOLOE6t CAMCELLAYIORI SHOULD ANY OF TH�AeOVE DESCRIBED POUCIE9 BE CAIVCELIED BEFORE TOWFi OF 90UTHQE� �}iB E3CP(RdT�ON DATE THEREOF� HOTICE WILL BE OEWERED IM 54375 xo�rE 25 ACCORDAAlCE WPTH THE POLiCY PEIOVISIOWS. 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'� �` � E l 1 3 . 7 8 k W P V S Y S T E M �=3� x�� _�.� N 4�, �: ��?�- �.��: �N o'► 3370 WICKHAM AVENUE r �� _� � � = - y�K �� 1� .Ji� � . i �?� C ,�� MATTITUCK, NY 11952 � � ,�;�tig �� t�� =' � � _ : . . ��, ��,�.� _ f . � �- $r � I �',;:;�t'iY�+�"�i-�il '";"`' ^�"`��_'�;.,` .�l' �I�i,•}� � �S u eV�6ia�s h.,'+eF�a:�`�,'trs?�� ,,'.A � �� w� c. � �jr�'� d ,ti�a ,kt' � �.;.,,��.a � �r,�: ` .��, +.� s`d a ,a, h iw Y �'G`a.�.r� �.�`.,��:r,',1,� ��u$ ...x ��`� PI ISSUFOTOTOWNSHIPFORPERMR 2�29/3016 , n VICINITY MAP SITE NO DESCRIPTION DATE ��C��►�� SCALE: NTS Pro�ect Trtle �1'S� �S ��L RAYNOR,BERTHA TRINITYACCT# 2015-68062 �, �� ProjectAddress: �� _. �_ ��°�� 3370 WICKHAM AVENUE " ��i�,�°�s��j,��.a ��,�� MATTITUCK,NY 11952 , �__,�v:J`� ��v" � r,.r 47 w �a" GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED SFi��T I N D EX Drawing Title: 1 THE INSTALLATION CONTRACTOR IS 8 THE DC VOLTAGE FROM THE PANELS IS 14. B) CURRENT PREVAILING UTILIT' �B JUNCTION BOX PV-1 COVE R S H E ET W/ S ITE I N FO & N OTES RESPONSIBLE FOR INSTALLING ALL ALWAYS PRESENTAT THE DC COMPANY SPECIFICATIONS, kCMIL THOUSAND CIRCULAR MILS PROPOSED 13.78kW EQUIPMENTANDFOLLOWINGALL DISCONNECTENCLOSUREANDTHEDC STANDARDS,ANDREQUIREMENTS kVA KILO-VOLTAMPERE PV�2 ROOF PLAN W/ fVIODULE LOCATIONS DIRECTIONS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 15 THIS SET OF PLANS HAVE BEEN kW KILO-WATT SOLAR SYSTEM CONTAINEDINTHEDRAWINGPACKAGEAND DAYLIGHTHOURS ALLPERSONS PREPAREDFORTHEPURPOSEOF kWH KILO-WATfHOUR PV�3 ELECTRICAL 3 LINE DIAGRAM INFORMATION RECEIVED FROM TRINITY WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIEW AND � LINE 2. THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM ARE WARNED AppROVAL.THIS SET OF PLANS SHALL MCB MAIN CIRCUIT BREAKER y-,, �; � r p c '�"r'+ �r RESPONSIBLE FOR INSTALLING ALL � THAT THE SOLAR MODULES ARE NOT BE UTILIZED AS CONSTRUCTION MDP MAIN DISTRIBUTION PANEL �y'�,,,);�,�;�� `y, �,;1 ��P�j ;=�j � �,� _e�- f i Information EQUIPMENTANDFOLLOWINGALL ENERGIZEDWHENEVERTHEYARE DRAWINGSUNTILREVISEDTOINDICATE MTD OIUN EDONLY ��V,� ��1� L-�,�5��y-� p �O�p,��DRA t� 2/29/2016 DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT. "ISSUED FOR CONSTRUCTION" p �J �K � ~ �� IN THE COMPLETE MANUAL ,9. �ALL PORTIONS OF THIS SOLAR 16 ALL INFORMATION SHOWN MUST BE MTG MOUNTING ��n�� „e�� R� �L�U�p�� p`'�1 ,r �� F��6�Y�� 3. THE INSTALLATION CONTRACTOR IS vPHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR N NEUTRAL �� C fZ I V RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTIVITIES. NEC NATIONAL ELECTRICAL CODE COM ONT NTA DINVER ER�MANUALS� - , 690 NATIONAL ELECTRIC CODE ARTICLE NO# NOMBERONTRACT ��p ��n S� S �,i L ,I i �i� System Information: PRIOR TO INSTALLATION THE INSTALLATION �10: PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE �AT�:� , u�� 8,f',�� R ' v TOTALSYSTEM SIZE 13.78kW CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE OCP OVER CURRENT PROTECTION � ��S (',�s W u; �t��,�q'��UNT 53 ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL AMP AMPERE P pOLE l�EE: „e BY:e I � � MODULES USED CANADIAN SOLAR 260 POSITION AND FUSES REMOVED PRIOR TO ATTEND A PRE-INSTALLTION MEETING AC ALTERNATING CURRENT PB PULL BOX ��_ AL ALUMINUM PHfd PHASE NOfli Y BUILDING DEf'ARTMCNT �iT �_ ',,� IF1JLn•��ti�� R1�1��SPECR C56P-260P THE INSTALLATION OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALLATION AF AMP.FRAME UTILITY COMPANY PSEG-LI SYSTEM COMPONENTS PROCEDURES,SCHEDULES,SAFETY AND P�� POLY-VINri CHLORIDE CONDUIT ��»�— 4 ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION AFF ABOVE FINISHED FLOOR PWR POWER 765-18Q2 �I�N�I I O �PI��I FOR 1'HE AFG ABOVEFINISHEDGRADE t' ��(_ UTILITYACCfp 03547005557 MOUNTED,THE INSTALLATION - 11. PRIOR TO THE SYSTEM START UP THE �T�' QUANTITY ��•^-•-A �`I'y'�'"""(" UTILITY MEfER fi 67508250 CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL AWG AMERICAN WIRE GAUGE RGS RIGID GALVANIZED STEEL FOLLO�NIi�JG Ir1SPECTI0P�5: -- �•��--� ONEELECTRICIANWHOHASATTENDEDA ASSISTINPERFORMINGALLINITIAL � CONDUIT (GENERICTERMOF SN SOLIDNEUTRAL 1. FOUNDA�ION - TWO REC�UIRED DEALTYPE SUNRUN SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING �CEWAY,PROVIDE AS JSWBD SWITCHBOARD COURSEONSITE CONDUCTIVITYCHECKS, SPECIFIED) TYP 7ypICAL FOR POURED CONCRFTC ~`/"��''-� �• 5 FOR SAFETY,IT IS RECOMMENDED BY THE 12 FOR THE PROPER MAINTENANCE AND �B COMBINER BOX U O I UNLESS OTHERWISE INDICATED �s �y�` CKT CIRCUIT WP WEqTHERPROOF , 2. ROUGH - FRAtviiNG F� �-4F "`J c'�� MANUFACTURETHATTHEINSTALLATION ISOLATIONOFTHEINVERTSREFERTO ' Pi.�JPviBINC ,c G d CREW ALWAYS HAVE A MINIMUM OF TWO THE ISOLATION PROCEDURES IN THE CT CURRENT TRANSFORMER XFMR TRANSFORMER v V `t, cu COPPER +�2 ` Rev.No. Sheet PERSONS WORKING TOGETHER AND THAT OPERATION MANUAL ' MOUNT 721NCHES TO BOTTOM 3. I�JSULATION �P �p B. � � EACH OF THE INSTALLATION CREW 13 THE LOCATION OF PROPOSED ELECTRIC DC DIRECT CURRENT OF ABOVE FINISHED FLOOR OR �. � � P O � � MEMBERSBETRAINEDINFIRSTAIDAND ANDTELEPHONEUTILITIESARESUBJECT DWG DIRAWINGCTSWITCH GRADE 4. FII�IAL - COIV�TRUC�10�! N1UST � � (/, �� Q � � CPR � TOFINALAPPROVALOFTHE EC ELECTRICALSYSTEMINSTALLER BE CCt�PLETE FOR G.O. � Q Z � P 1 PV � 6 THISSOLARPHOTOVOLTAICSYSTEMISTO APPROPRIATEUTILITYCOMPANIESAND EMT ELECTRICALMETALLICTUBING ALL CONSTRUCTIOfV SHP,LL NiFET THE � � BE INSTALLED FOLLOWING THE OWNERS �� FS FUSIBLE SWITCH * � �` CONVENTIONSOFTHENATIONALELECTRIC 14. ALLMATERIALS,WORKMANSHIPAND FU FUSE REQUIRE�IENTS OFTHECODESOF�lLW � � � � ; CODE ANY LOCAL CODE WHICH MAY CONSTRUCTION FOR THE SITE GND GROUND � SUPERSEDETHENECSHALLGOVERN. IMPROVEMENTSSHOWNHEREINSHALL GFI GROUNDFAULTINTERRUPTER YORK STATE. NOT RESPONSIBLE FOR � � � �� 7. ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH HZ FREQUENCY (CYCLES PER T � \ INSTALLEDWITHTHISSYSTEMARETOBE PJ CURRENTPREVAILINGMUNICIPAL SECOND) DESIGN OR CONSTFIUCIION ERRORS. '=\`f'�` 0�.�309', G\ � `� � UL"LISTED ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS, ., �� 3R OUTDOOR RATED UNLESS INDOORS. STANDARDS AND REQUIREMENTS 4 ��.�'oFESS10N�`�'�� .� GENERAL NOTES I - ,-..� ,- ' S O L A R IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER THAN"A",PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAILABLITY OF E�UIPMENT 2211 Allenwood Road 877-797-2978 � WaII,NewJersey07719 wwwTriniry-Solarcom �I � 3�-3�� NEW PV SOLAR MODULE,TYPICAL IRON RIDGE CLAMP U.0 I. (REFER TO EQUIPMENT SCHEDULE FORSPECSANDQUANTITIES7 (SEESPECSHEETFORDEfAILS) RICHARD B. GORDON, P.E. NEWMOUNTINGFOOT/ATTACHMENT N.Y.P.E. LIC. #079309-1 � POINTS,TYPICAL (REFER TO SOLAR MODULE SOLAR MODULE ENGINEERING LETTER FOR SPACING AND DETAILS7 NEW IRON RIDGE R41L,TYPICAL IRON RIDGE RAIL (REFER TO IRON RIDGE � � IRON RIDGE"L"FOOT ONE LAYER ASPHALT SHINGLES o �� I 1 � SPECIFICATON/DATA SHEET FOR (SEE SPEC SHEE7 FOR OETAILS) N �\2�0 3/s ',/ � FURTHER DETAILS) (SEE ENGINEERS LETTER FOR SPEC� o SUNMODO FLASHING �v� i1� "'� NEWENDCLIP,iYPICAL (SEESPECSHEETFOROETAIL� APOCSEALANT _n�i' �� (REFER TO IRON RIDGE — SPECIFICATON/DATA SHEET FOR �N �\ �FURTHER DETAILS) STAINLESS STEEL � NEW MID CLIP,TYPICAL LAG BOLT - � SOLAR MODULES SHALL NOT / SF� 06 .� (RePER To IRON RIDGE EXISTING RAFTER EXCEED PEAK HEIGHT SPECIFICATON/DATA SHEET FOR (REFER TO ENGINEERS LETTER FOR SPECIFICATIO / ' I I, FURTHER DETAILS) M NOTE REFER TO MODULE SPECS FOR �ATTACHMENT&CLIP DETAIL ACTUAL MODULE DIMENSIONS �PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF nHEIGHT FROM GROUND LEVEL TO PEAK OF ROOF LI SCALE NOT TO SCALE SCALE NOT TO SCALE SCALE•NOT TO SCALE FRONT Issued/Re s ns , P3 ISSUEDTOTOWNSNIPFORPERMR 3/39/3016 R1 NO DESCRIPTION DATE li; _ - _ --_ - - - - - - �; - �';. ��-,� �_�-� __ _ ��_ - - � �---_ ;� - - - � i _ _ _ _ �� _ -�r-�k -- .� Project Title: __ i �F�r- - - - - ��- j;'� -'4" _ - __ - i �- _ ��r -f� - __ -- f.r;;, - -- _ - �¢. EP RAYNOR,BERTHA ;�; _ - - - �`� i.; -- - -- �i -- -_- - - - = = - .n. r'1 i� - - , - - 1♦ rr - - � � i-;> - ��' - � - TRININACCT#•2015-68062 �� -- � --- ,-;r-�-;� ,;,-f�-; - _ - - -- I.; - �' - P ;.� - ;r '�- - - - � - - � � , - , i��..r� ��. �; - �F�-- _ I� - �„� �'�- - - i.,�;: ;�_�' � - _ _ " _ � i:-' "'I; -i -- , ProjectAddress• - __ - ��===- j� " � � -- - ';E:� -=I"i-� � � r�rf� �i - ;�' DC — �� - ,-F f��'- - �� r-i - - � �� !�'=' .�` '� QC — �'- 3370 WICKHAM AVENUE -�-\�;`-`\\.`-� ..�—'�f,r\',T. I`\ ,. �`'�---T`� . . � . . j ,. ;� MATTITUCK,NY 11952 ,'�� .�` .��;1,6",CL'EA�2.PATI-� ��``.��.�.�� ..� ::� ...� . .;1'- 'EARPATH: �` :� "` , .: .��: \f:��- -_ - \�_�"- - - \\-\ --- - - ��-� - - - - �f:, Drawing Title. �,,� _ -- I�, �, � �;�.� ;i�_ ��-, - ; _ 1� _�:`� I� I H ! i= �� Fi�- 1� = - i;�' �� -= i'--;;--- - ' ' --�, _ � PROPOSED13J8kW j;;---_- - r� - - - I� " �i ` t`� !�� - - . - - f� `, _ _ � 50LAR SYSTEM �-� �' '= - -- = ---- - - -- - - _ -- - — ��: R3 '` ,.;� - �-.� --� ^,- -�4 �-,_ - -- - �-- � � ' �;;- - � - "- j_,_�� _ - il ' - _ � v Drawin Information �� I�'- - i:"-,-�_c- , _;- �' -' _ - - - -` ' 9 - _- I;�` � - �; ��`t` - _ - �i` __ �- �i � DRAWING DATE 2/29/2016 -- - -- - - -4�L I; �J t�-- '�� _-- -- II L` -- - -- ', L „ �_ ?.... DRAWNBY 1C �`�� ■ — i_�'—�` -- --_ �`;�-.,`11.��-' y I'�� ; ~4 REVISEDBY. R2 - `I--t- '�� 6 �`'` System Information: ,_,LI , ,� I ` -;,'I a ,% ,��'�'' �p.P�� • �U,90 O�� TOTAL SYSTEM SIZE 13 78kW �� { TOTAL MODULE COUNT. 53 �-'-"�;' a ' r � � O � MODULES USED CANADIAN SOLAR 260 �T _ .� � 2 � _ a � � MODULESPECq• CS6P-260P - I�iL�__-= I�_��`�;;_;� V � � UTILITYCOMPANY• PSEGLI � �� UTI LITY ACCT#. 0354 700 5557 `'`i' i; � � � tii UTILITY METER#. 67508250 NOTES i�i_ �..L t ,F) � �d,��✓ \ �� O' � DEALNPE SUNRUN 9309'� �� ?, ,. - -�i l�� ; � ��..� � �,�' r 1)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE �`��FFS S10`��' ` MANUFACTURER'S INSTALLATION INSTRUCTIONS. BACK I�I�,� '�� ~~.�l 2.)ALL OUTDOOR E�UIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING. ,� • _ - - � Rev.No. Sheet 3)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ,'�'I�-6"'CLEAR.PATH,�,`• � 4.) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE p 1 PV - � ARRAY SCHEDULE SYMBOL LEGEND I PLUMBING SCHEDULE EQUIPMENT SCHEDULE R1 INDICATES ROOF DESIGNATION REFER TO INDICATES NEW UTILITY DISCONNECT TO 8E aTY SPEC# ARRAY ORIENTATION=294° R� qRRAY SCHEDULE FOR MORE INFORMATION UD INSTALLED OUTSIDE MODULE PITCH=23° 53 CANADIAN SOLAR 260(C56P-260P) RZ INDICATES NEW PV SOLAR MODULE.RED MODULES 1 SE11400A-US � � � ARRAY ORIENTATION=314° � INDICATES EXISTING METER LOCATION a INDICATE PANELS THAT USE MICRO INVERTERS - MODULE PITCH=23° � REFER TO EQUIPMENT SCHEDULE FOR SPECS R3 �/--��7 OTHER OBSTRUCTIONS � ARRAY ORIENTATION=204° EP OC ION NIBA EMENTCTRICAL PANEL I F' I �NSTALLED OU S DEODUCTION METER TO BE S O L A R MODULE PITCH=37° LJ � INDICATES NEW MAIN DISCONNECT TO BE � INDICATES NEW INVERTER TO BE ' 2211 Allenwood Road 877-797-2978 GROUPED WITH MAIN PANEL A INSTALLED OUTSIDE. WaII,New�ersey07719 wwwTrinity-Solarcom REFER TO EQUIPMENT SCHEDULE FOR SPECS Engineer/License Holder: RICHARD B. GORDON, P.E. SOLAR MODULES MOUNTED TO ROOF ON 3 ARRAYS , N.Y.P.E. LIC. #079309-1 53-260W MODULES W/150LAR EDGE P300 PER MODULE ' 16 75 ADC MAJ(PER STRING ---- B x8� . _ 25TRINGSOFI8MODULESINSERIES-350Vmax ----- ---- -------------- ---�_______________________________________________� � , JUNCTION — D _ ' 1 STRING OF 17 MODULES IN SERIES-350 Vmax F BOX � � ' "3 STRINGS TO BE TERMINATED IN PARALLEL INSIDE COMBINER BOX _ � ^ �', I c � � I i �t � _ � a i' � I � � '� ' , i 1\ r I . � . .i,, , I _ I � ' � --- I Issued/Revisions I I � I � I I IPl ISSUEDTOTOWNSHIFFORPERMR 3/19/3016 � NO DESCRIPTION DATE I � mmemom_ i �— ' �—� Project Title: ExISTING � � � � i-__, RAYNOR,BERTHA ARRAYCIRCUIT WIRING NOTES 120/240V • 240V 10 1)LICENSED ELECTRICIAN ASSUMES UTILITY � 200A MAIN BREAKER � ALLRESPONSIBILITYFORDETERMININGONSRE METER 200A BUSBAR �;�—•�� i TRINIlYACCT#.2015-68062 �� ONDITIONS AND EXECUTING INSTALLATION IN I— ACCORDANCE WITH NEC 2014 � Pro�ect Address: 2)LOWEST EXPECTED AMBIENTTEMPERATURE BASED ON COMBINER � ASHRAE MINIMUM MEAN EXTREME DRY BULB LOCKABLE 60A � TEMPERATURE FORASHRAE LOCATION MOSTSIMILARTO DISCONNECT FUSED W/ � 3370 WICKHAM AVENUE INSTALLATIONLOCATION LOWESTEXPECTEDAMBIENT 60A FUSES � � MATTITUCK,NY11952 TEMP=-16°C GROUPED W/ MAIN BREAKER LOAD CENTER PRODUCTION 3)HIGHEST CONTINUOUS AMBIENTTEMPERATURE BASED METER INVERTER �1 C ON ASHRAE HIGHEST MONTH 2%DRY BULB TEMPERATURE 240V 10 �e m�m o�0 a Drawing Title: FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION a oFo"+F�*A° �m 0�„�,� —— �+� a I LOCATION. HIGHESTCONTINUOUSTEMP=33°C 0 ° —a PROPOSED 13.78kW 4.)2005 ASHRAE FUNDAMENTALS 2%DESIGN I 1 �� f SOLAR SYSTEM TEMPERATURES DO NOT EXCEED 47°C IN THE UNITED a �° —,�,.,d_ ' > � o � J STATES(PALM SPfiINGS,CA IS 441°C) FOR LE55 THAN 9 e 1 �- po I CURRENT-CARRYING CONDUCTORS IN A ROOF-MOUNTED r--'—" —'--"--0 ��' -- G �� L _ B � ° ° � L1 L2 N CA 1 r SUNLITCONDUITATLEASTOS"ABOVEROOFANDUSING i [___'e _ u� -- �� mommeo -•-- � - ----____,_� � i_ � � Drawin Information THE OUTDOOR DESIGN TEMPERATURE OF 47"C OR LE55 � J � � �� g A m 0 0 o e e � I � ; � � DRAWING DATE. 2/29/2016 (ALLOFUNITEDSTATES) � EXISTING MAIN BREAKER LOAD � SQUARE D � _� v�`______J DRAWNBY• JC _1_ CENTER INSULATED LINE TAPS PN• D222N �________J REVISED BY 5.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE PERMITTED — INSTALLED ON MAIN FEEDERS � � "--=.::- ''l,., TO OPERATE WITH UNGROUNDED PHOTOVOLTAIC SOURCE NEC 690.64 /'� ' ANDOUTPUTCIRCUITASPERNEC690.35 �;, �t,/� ��v ��„ Systeminformation: (�� \b TOTALSYSTEMSIZE. 13.7SkW 6)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE A �Y�r�` U�PP� Q' �(��O @� TOTAL MODULE CAUNT 53 NEMA 3R RATING. MODULES USED CANADIAN SOLAR 260 7)ALL SOLAR SYSTEM LOAD CENTERS TO CONTAIN ONLY � �J Q Z � , MODULE SPECt!• CS6P-26DP GENERATION CIRCUITSAND NO UNUSED POSff10N50R � UTILITYCOMPANY. PSEG-LI LOADS � 4 UTILITYACCTtI 03547005557 fALCULATIONS FOR CURRENT fARRYING CONDUCfORS �i � � ` UTILIiY Me7ER n• 67506250 REQUIRED CONDUCTOR AMPACITY PER STRING �' [NEC690.8(B)(i)]:(15.00'125)3=56.25A ,-�,�J- � `N DEALiYPE SUNRUN AWG N6,DERATED AMPACITY PV MODULE SPECIFICATIONS �^�',��(�O 0�.��09', ��O r AMBIENTTEMP.55"C,TEMP DERATING FACTOR:.76 � G RACEWAY DERATING=2 CCC•1.00 CANADIAN SOLAR 260(C56P-260P) �\ IJ4 4 f (75'76)100=57.00A �mP 856 ' `��FrsSi��:p`\' • Rev.No. Sheet VmP 30 4 ``-�_ < P 1 1 V � � 57.00A'_56.25A,THEREFORE WIRE SIZE IS VALID A n6 THWN-2�ECTO ExISnNG GROUND ROD Voc 37 5 � TOTALAC REQUIRED CONDUCTOR AMPACIN Isc 9 12 48.00A*125=60 OOA g 3/4"PVCW/2-it6THWN-2,1-It10THWN-2,1-IilOTHWN-2GROUND AWGN6,DERATEDAMPACIiY � 3/4"PVCW/2-q6THWN-2,1-p10THWN-2GROUND AMBIENTTEMP 30°C,TEMP DERATING:3 0 INVERTER#1-SE31400A-US � RAACEW�AY DEA TING`_3 CCC:N/A p 3/4"PVC W/6-q10 THWN-2,1-fF10THWN-2 GROUND � � � � DC qC » � , Imp 35 Pout 11400 E 3/4"PVCW/2-It6THWN-2,1-#lOTHWN-2,1-1i30THWN-2GROUND � 75A'_60 OOA,THEREFORE AC WIRE SIZE IS VALID Vmp 350 lout 48 CALCULATION FOR PV OVERCURRENT PROTECiION Voc 500 Imax 60 F It12 PV WIRE W/#6 BARE COPPER BOND TO ARRAY S O L A R TOTALINVERTERCURRENT 4800A Isc 45 Vnom 240 i G 3/4"PVCW/3•q6THWN-2,1-#BTHWN-2GROUND 48.00A'1.25=60.00A -->60A OVERCURRENT PROTECTION IS VALID 2211 Allenwood Road 877-797-2978 WaII,New�ersey07719 wwwTnniq-Solarcom I ( I I ' r � � � , � . *PatentPendlrr� �� , "'_„w".,c�- .,. . 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P• .{r+ Pb-'�+r�N'rr' .�t • Table of Contents � i.Installer's Responsibilities...........................................:.....................2 � Part I.Procedure to Determine the Design Wind Load...........................................3 Part II.Procedure to Select Rail Span and Rail Type.............................................10 , Part III.Installing SolarMount [3.1.]SolarMount rail components................................................14 [3.2.]Installing SolarMount with top mounting clamps............................. .15 , [3.3.]Instailing SolarMount with bottom mounring clips .............................21 - [3.4.]Installing SolarMount with grounding clips and lugs.............. .... ... .......25 �� . �.� • ' 0 O �� A HILTI GROUP COMPANY . � � . Unirac welcomes inpur concemins the accuracy and user-friendhness of this publicotion.Please wdte to publications@anizac.com. 0 � • g�a��R�[ Llnirac Code-Compliant Installation Manu,ctl SolarMount i. I�st�.11e�'s R.�sponsibilgties Please review this manual thoroughly before installing your So]arNiount is much more than a product. 5olarMount system. It's a system of engineered components that can be assembled This manual provides(1)supporting documentation for into a wide variety of PV mounting struccures.With building permit applications relacing to Unirac's SolarMount SolarMount you'll be able eo solve virtually any PV module Universal PV Module Mounting system,and(2)planning and mounting challenge. assembly instructions for 5olarMount It's also a system of�echnical support:complete installation SolarMount products,when installed in accordance with and code compliance documentaaon,an on-line SolarMount this bulletin,will be structurally adequate and will meet Esrimator,person-to-person customer service,and design the structural requirements of the IBC 2009,ASCE 7-OS assistance ro help you solve the toughest challenges. and California Building Code 2010(collectively referred to This is why SolarMount is PV's most widely used mounting as"the Code").Unirac also provides a limited warranty on system. SolarMount products(page 26). e 'I'he in�tall.er is sol�l�r�spons�ble for: • o Complying with all applicable local or national building codes, including any that rn1y supersede this manual; � Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; � Ensuring that the rooE, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); , • Using only Unirac parts and installer-supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); o Ensuring that lag screws have adequate pullaut strength and sh�ar capacities as installed; � Verifying the strength of any alternate mounting used in lieu of the lag screws; � Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installatian of all electrical aspects of the PV array; � Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snaw loading,wind speed, exposure and Copographic factor should be confirmed with the local building official or a licensed professional engineer. r.,b� 2 ` � o SolarMount Llnirac Code-Compliant Installation 1Vlanual °�a��, . ��Part I. Procedure to De�e�rnine �e Desi�r� �ind Load [�..1.] iTsing the Siynplified Niethod -�SCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Merhod I.Lower design by the American Sociery of Civil Engineers and referenced in wind loads may be obtained by applying Merhod II from ASCE the International Building Code 2009. For purposes of this 7-05.Consult with a licensed enginesr if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for �e equation for determining the Design Wind Load for Buildings and Other Structures. PIease refer ta ASCE 7-OS if components and cladding is: you have any questions about the definiii.ons or procedures presented in this manual.Unirac uses Mechod 1,che Simplified Method,for calculating the Design Wind Load for pnet�PSI)_�f�ztl p„e�o pressures on components and cladding in this document. prree(psf)=Design Wind Load The method described in this doctunent is valid for flush,no tilt,SolarMount Series applications on either,roofs or walls. �l=adjustment factor for building height and exposure category Flush is defined as panels paraliel to the surface(or with no more than 3"difference between ends of assembly)with no Kz�=Topographic Factor at mean roof height,h(ft) more than 10"space between the roof surface,and the hottom of the PV panels. I=lmportance Factor This method is not approved for open structure calculations. Applications of rhese procedures is subject to the foltowing p"��psf)=net design wit�d pressure for Exposure B,at height= ASCE 7-051imitations: 30 feet,I=1.0 1.The building height musc be less chan 60 feer,h<G0. See note for determining h in the next section. For installations You will also need to lmow the following information: on structures greater than 60 feet,conract your local Unirac Distributor. Basic Wifid Speed= V(n7ph),the largest 3 secoNd ge�st of wind in the last 50 years. 2.The building must be enclosed,not an open or partially enclosed structure,for example a carport. h(ft)=tntat rnof height for jlat rnnf buildings nr rnean rnnjheight 3.The building is regular shaped with no unusual geometrical for pitched roof buildings irregularity in spatial form,for example a geodesic dome.' Roof Pitch(degrees) 4.The building is not in an extreme geographic location such . as a narrow canyon or steep cliff. This manual wi11 help you determine: 5.The building has a flat or gable roof with a pitch less than 45 E_Q'ective Wi�d Area(sj)=r-srirrimum total continuous area of degrees or a hip roof with a pitch less than 27 degrees. modules being installed(Step 2) 6.If your installation does not conform to these requirements please contact your local Unirac distributor or a local Roof Zone=the area of the roof you are installing the pv system professional engineer. accordingto Step 3. If your installation is outside the United States or does not RoojZone Dimension=a(ft)(Step 3) meet all of these limitarions,consult a local professional, engineer or your local building authority.Consult ASCE 7-05 Exposure Category(Step 6) [1.2.] Proced.ure to Calculate T'otal �esign Wind � The procedure for determining the Design Wind Load can be Step 2:Determining FFfective 61TTiredArea broken into sceps that include looking up several values in Determine the smallest area of conrinuous modules you will different tables.Table 5 has been provided as a worksheet for be installing. This is the smallest area tributary(conrributing the following 9 steps(page 8) load)to a support or to a simple-span of rail.That area is the Effecdve Wind Area,the total area of the fewest number of Step 1:Determine Basic Wind Speec�V(mph) modules on a run of rails.If the smallesc area°of continuous modules exceeds 10�sq ft,use 100 sq ft(See Table 2). If less, Determine the Basic Wirrd Speed, V(�rrph)by consulrin,g your round dotvn co values available in Table 2. local building department orlacaring your installation on the maps in Figure 1,page 4. _ ' r�� 3 ` �, �. . . �i - r r i � � i i • . • ";��!�,.� 4 ��w�� a�� °'��R�t,'�+r�i" �„�� i � �� , ,� � �.�r�r�� '��,��;;�' ��3,'�,i�� ;1:-�..�i��r` � �,�'� ., . � � `�� ,,.{\ +� ��:r�� . �ir�.•`�+,. et.,r� �a� 'I' �1��r►�'...'f==a�r��•i�j�K�`��il{�� 1r�. .��,f"' �� ra�� C�r.� �i!■�1r�*� u+� t i��►'1� r r � .� ♦�R � ' ;,�,r� �� ,� ��•��i ��• r.;arr}r,y�:��....�: :.,�, It �_��•,r• S t� `�7l'�� ."� +�+� '�1/�t..�j�It��r11�-�:��i i �"Y`:��i „'��i� i��t h�btJ# ��/ � �,f�i*� � � �1-U`i�i iiiw�ri��Fi��l�� H�si*� 3��r'�s�*�i,{V��y�� !� r'�1� ��i �►�FL'��Ci:�ii"iLasr��iui ii�*��f� j� *.��♦11�, r- i � � ■ w ��rti ��ti��:�-�`� ��i:�wi �t°~��i x��;��. ��'�� I a� �� •r �r�..w i�+ r � - � �t�r �^� r�� ■ ��tt�� '� t"�r��"� ar:ii^'��r lt��1��i, 1`4t�� ►�--. � `��fw• • �� , �i�A�.�.��lLit.��►r:\1Wi.��l�Y r;�1'�+l i A�r �� r,!y� •� �` II�LP�I��rlrwi S.*� M/��'�1'�f� +.{�� . �� ;+r i��/W G 1' � �� lw f��_., 1��.�1 � ra il� �11 7�.�f �1�� r�/�p�l��r.e� /%'�� "1��A�� .,,,��„a�� iM�r��i�I�MMZ��'ll��u.••n.�K��'�C•x�a�J� \� �'� � ,/� i �� M�K�1 ��a�r r. c w rt� � l��r�►�rs�r.�f.� I��K i�q *ii� �. 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I ' I � ,1'•� � �I��f,��I'+f`� 1 . 1��,� r � ir�,. . � , Ir• ,. •'� ��d�� ~��yi � . .;�l,� .� :, ., � „ . � , .. , . - � � - � � � � . � �- , .,. .. •. . . . . -. . .. .- . . -. . - . .. . .. - .- ,. . • i . . . . . . . - � . � . . . .� �- • .. . - � • . . . • � . � - 1 �- • - • 1 . - - • "�• � � � � � 1 1 1 • 1 1 .t 1 :l '1 11 1 11 ll � fl !I 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 � 1 1 � 1 1 1 1 / � 1 1 ► �• . . . . • .. . / SolarMount Llnirac Cade-Covnpliant Installation Mr�nual °�� C �tep 3:ID�tertc�ine Roo,f Zor�e(continued) r Using Roof Zone Dirnensior�Lerigt�r,a,determine the roof zone locations according to your roof�rype,gable,hip or manoslope. Determine in which roof zone your pv system is'located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed build�ngs,walI and raofs ,�4�;5;.:. � �z�.;�� '"-.�:., . p �� w µ f Fiat �om�f �� ."`�.�..�, Hip Roof(a° � � 5 23 ),�. .�,.a.;,�;�:;�.�,,,1,:. .,�,. ; �'' �.�. ��. .n, ,ir� ,��'" ;`�:�"�`,,, s- °�"s�.:�y` �,T X:�;,ia ,d4^`'��:'s"'" � ?9». �l�e''� r�"a:`�..;�`,�e�v`.`:%,F.',,�. >;�;; n . ,..r�,.« C,��n' , iµ�'"�� .�:.. '. y�:�� li:,��`,Y'.7`� � �, .�''".�,_ .�.fl�'�' � , ,,,�. gn *.` ',�4`��;": �� ,R,,,wN>, .�'''.:";,✓ s;� � , ..c'�"' �. �� %� �-.°'""< ��,,,� ..�- �"'^�'�f;;=;.:;.,� ,�,,<, a;; .�, �:� �� ,;�,�,.-,,� �:�•�� h: ,.a, � , � + ,r� �-��`,;r' � �•.o,..,;y� "�. '�,�. " ^^ ' , �;.�; .�M�'�,'�'�a,�;.��^�s� ��Y,��,;. �,. a ��,�.>. { r 'z� . �y'�` _ f; r``., t:42+..'",Y;'v,`.:.'a v:�"..�si � � "'� � � �� '+^�.�", �'�,+'+.,g ( "" c;;,,.„�*:.x�'�"J'-• Y;`."v.� r' �.i�. h �^ _ ,�'"• r �.,. .�" h' .x•>�:�y��'�". 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" �'.�" ",✓.. t,r V�,.w� , ,� -'.:�,.s..�� , , �,; ��"�='�;,� o .�•�tx" r"' "�'y , o �'" ,�*�;"�y�` ,:s'� Gable R�off�'� S 7 ) �,,�"" ,,;�-w' �� t�ab9e itc�o��7 < g 5 45 ).,� �'�7;�-" , � '� ,�.:.sx ,,p;}- �,...-' ��:.`�..�` ,.u-� .�°` .�_. :�� ,r�,;%' �, r,a r...+ �:,';;��;r''� ;.. r'-' .�t.Y�>�:�. .E �,,��f�,��'„-,��sYy, ��,�,�`� �,,�•'�� +�z'��X" s.,�,j r'"`X'� ,,t_'; "�+�'ft�'" ,;;��' k• �Y n.yr" �� ,,s�-,��~��4t;� ��`xd,`�°` {p;': ,..a-�,�„ ��".'.��is="�"' - �.,} ;�,;"' ,x`a'='"�;€�A,�, ,c `:,.r�" !:`s ��.a �,t` s. r°, �'r;°:;•y�: '�,... - .,�. �;�r�,,, <:� s`�,.�, �,, r.,� �""'>, ;'� ,�.-i'tie.`� �',. ; `� :�,� :,,,�':z .� �;t:� ,c��,.? ,,,Y�.,:.��-. . ,{ �„;.. h �,; ,,•�:'�'•"a.:," a :d;. �'dr' giti'$ ,�q ;,r ,ti"3.K- �,;r¢' <•��,r" ,�„y,�w 3 '.��, � � ,'""" .fi. •-� • .�.�;,;� ,,,'+et,°>i".,..' wJl^, ? =a 4, �"I d�6 � ''� r��yX�� . ' „ ., ✓f.,., � V� 'f � 'w�' ,� � �' �y .� YQ��f•, �• ✓." .�,;� �,,' -...� � "��.: ��.. � �u•;j �;s. ,;.s: �:�°�. `i✓ ��"�z� a^f9� ^, ;�i;:.;'"" ,.r �„� ,:;�;Y r,.,•-, "'�.,,, " ,-'"' `�.a •�� "'��.� �,��. . ,,'''+"ay,� 1,r°' . ��., " ".. a� ` '�,: . �, �-"�a„� P� .� ,-� .�� ``�, a�;,.,,;:x =," .� �,�;5;,�� r��,'"� "�,, �;�':�' ✓ v��,�°��," "�-a��``� ��C I� �"+ �< � ❑ Interior Zones n�e,�n�,,`^ End Zones ��.�_ � Corner Zones "�:; ��k,� Roofs-Zone I/Walfs-Zone 4 ��'�� Roofs-Zone 2/Walis-Zone 5 +�"i�;''' Roofs-Zone 3 Saurce; ASCE/5Et 7-OS, Minlmum Design Loads for Buildings and Oiher Structures,Choptenb, p:4!. Step 4:i)eterYninelvetD3esi,�rz WindPressur�jlnetso�p$� Both downforce and uplift pressures must be considered Using the E,ffective Wtnd Area(Step 2),Roof Zone Location in overall design. Refer to Seetion TI,Step 1 for applying downforce and uplift pressures.Positive values are�acting (Step 3),and Basic�Wind Spesd(Step;1),Ioak ap the �o�,,�d the surface.Negarive values are acring`away'from the appropriate Net Destgfi[X�ind Pressure in Table 2,.page G, Use surface. ' � the E„�'ective Wi�d Area rtalue in the table which is smalle"r rhan _ the value calculated in Step 2.If the installation�islocated on a , � � • roof overhang,�use Table 3,,page 7. � �,�„ 5 o t � � �°U��R�� llnirac Code-;Compli�nt�Instr�llation Mcanu�l Solar•IVlount ; . . -- . Tabie 2. sf� Roof and Wall� , p�e�o(p � i 8osrcWend Speed,Y(mph) � Y;;.��.�o:s '� :t� /�/� - ./. ...� � rio �ti .� p. _ Id @ rJ� � ., r�o � 'I VV �i.E � r�f,�.� �.,i:' ��'�V, I�#0 l., n��.7,Vf�� ,."'� �CCWG 1 � 1�. . _ . ., t , ' r' W '� ":;�i'.:,"�� +-;.-.'E: « »sE:y'��;'-�:�; .r�� M.7 •,.�-.a�y � ,a..''�.,.�.;t � �;, ..,,,;�. �„+� ..�.;. ". . � ,, � .., •y W�ndAreo ' "f ��,",;, .,; , ` �, ..,a; ,,„ ,�: ,.: ., . T v � Zone (s� d'oi�nfarc� "Upi`ifc?�Downforca Uptih 4�owwnSorce'"Uplifc.";Downforca UpliftyDaNntor"ce',:UpLft'`;Downforco Up6k�pownfoiee:`Upliti.a Downforco Upldc , . .. ..i i _ s. . �r� .. .: ..: • , � , .. > ' . .t�, ��... .„ � . , �y._..s..ty,f.,., �.: +_.k�:..:' �� "..�',.:.�� -'•, s �� ;';��y,- �5�;'a..,� . 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'� '=6 L7;�� ' -79.3 Source ASCEISEI 7-05, Minimum Design Laads for Buiidings and Other Structures,Chapter 6, p.44. Step 5:Det�rmine the Tmgaograp�ic Factor,Kzc For the purposes af this code compliance document,the SUILFACE ROLTGHNESS C: has open terzain with scat- Topagraphic Factar,KZi,is taken as equal to one(1),meaning, tered obstructions having heighcs generally less than the installarion is surrounded by level graund(less than 10°/a 30 feet. This category includes flat open country, slope). IFche inscallarion is noc surrounded by level grnund, grasslands,and all water surfaces in hurricane pr�ne please eonsult ASCE 7-05,Section 6.5.7 and the local building regions. authority to determine the 2'opographic FacCor. SvaFAc�RouGxrvass n:has flat,unobsCructed areas and water surfaces outside hurricane prone regions. Ste�6:l3et�rmine F.�cposure Category(�;C,d)) This category includes smooth mud flats,salt flats,and unbroken ice. Determine the Exposure Category by using the following definitions for Surface Roughness Categories. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs,and confirm your selection with the The ASCE/SEI 7-05 defines wind surfac�roughness local building authority. categories as follows: Svx�wc�Rou�xNEss B: is urban and suburban areas, wooded areas,or other terrain with numerous closely spaced obstructions ha�ring the size of single family dwellings. � " , �aRr 7 o I� � ' �n��f��[ Llnirac Cocle-Con�pliant I�stallation Manuccl SolarMount i Step 7:-Determine adjusrment fucror for height and Tabie 4. Adjustment Factar (1�) for Raof Height 8c exposure carego�y,A ' Exposure Category Using the Exposure Category(Step 6)�,and the roof height, � �pn�„� h(ft),loolt up the aclj�astment factor for hetght an�l exposure in Mean mo( T8b18 4. he,gt�s((cl 6 C [� is i.ao i.2� 1.47 _ Step 8:Determine the Icnportance Factar,I Zti �•afl �.29 I.55 25 1.00 1.35 1,61 Determine if the installation is in a hurricane prone region. 30 I.00 I.40 I.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 I.05 1.45 1.70 occupancy category descriprion and the hurricane prone 4Q I.09 I.49 I.74 region status. � 45 I.12 I.53 1.78 , 50 1.16 1.56 I.$I � 55 1.19 1.59 1.84 Ste�9:Calculate the Design Wind Load,pnet�psf} 60 I.22 I.62 I.87 Mul[iply the NeG Design Wind Pressure;pnet30 Cps�(Step 4)by Source: ASCElSEI 7-05, Minrmum Design Loads for Buildings and Orher the adjustment factor for heigkt and exposure,A (Step 7),the Svuctures,Chvpter d,Figure d-3, p.44. Topogr�phic Factor,l�zt(Step 5),and the Im�ortance Factor,l (Step 8)using the following equation,�or Table 5 Worksheet, � �net(�S:l�_.�I�z11 j?net30 j�„�i{psfl=Design Wincl Load(10 psf rninimctm) � =adjr�sttaaentJactorforheig6xtand ex�asu��e catcgory(Step 7) KZI=Topographic Factar c�t jneun roof keight,h(ft)(Step 5) 1=lrrrportance F�ctor(Step 8) �ner�o(�sf)=net desigrs wincl pressure for Exposure B,at height= 30,I=1 (Step 4) tJse Table 5 below to calculate Design Wind Load. The Design Wind Load will Ue used in Part II to seiect the appropriate SolarMaunt Series rail,rail'span and foot spacing. In Part II,use both the positive(downforce)and the negative (uplik)results from this caiculation. � Table S.Wor1<sheetfar Componenu and CladdingWind Load Calculation:IBC 2009,ASCE 7-OS Vario5fe Descnpnan ' Symbol Yotue Untt Step Re(erence Biiilc�ing�t=leighc ,4';, . ,.., ,�_�;��:.�,.�..._,.�. .. � ..,.h,.�:-. � �7:�_��..,�,. . ,.,_.�., „_: .u�'. .,.� ,s a�..a _._ ._.,�,' .�,�<� ...��3.�' .. � , Buiiding,Least f-{arizontal Dimension k Roof,PiEcti .� .,. ,,, . �r,_ � . . .,..`'°`� _� ,.,. ,�de�7r,ees�, , ,, « ,. ..,,,...`. .�� . . .� . _ ...�.. , .-.., _ . „. _ .. ..,... .. ��rl.,.. ... `j:-`': _.. . .�._ . .. . b - ,. � >L, . T2.� .. Exposure Category 6 Basic�Wind=Sp@ed`..> _. ._,` _.._:: . � _....�,_,�� _ -,��1%,,...��._,.__' � :_. . �, ,. -. -_�•:?:mR�•-.._ � ,.. ..`:1-.,.._. _..ri...�_.�Figure;l. . ;' Effective Wind Area � sf � 2 Roof'Zone�Setback.L`ength: .• , _ � ,.`;��- `` • • . r��..n. ., . .... �,. �. _. .,' '"_;:ft: . .. . '� ,3 ' . ..- `�� '.r Table C- , `.>.� Roof Zane l.ocatio� � 3 Figure 2 "`�' `Table•-2� Net,Desf'gn�Winr3�Fressure,r�,..� .. _,:�:'„ . ':�.' � . �e."�-pnetae'_ _'.. :...,,,... ,.'., .. `.'.,_ .,:P$f..' . , ..k' � y, . , ,' ' , �,3��`� Topographic Factor � � 1�� x �5 Adjustmentfactor;�for heigfitand,e�;posure;category'� �,.'�''; ., ,,,_.�� m:x:�� w_";".�a' _ ., ,7 T_ " .� s .Table��`�:� . Importance Factor � 1 x 8 Table 5 :7otal;D'esign;Wini!Loadi` ,. , ,. . ' . ,. ,. � � ; �net ',.��,,c' .. ». '., � .. ... . Psf .. � _ : .�':49. . . ' `. .. . � .. , , . raa�• � 8 , � SolarMaunt Llnirac Code-Cornpliant Installation Manual �°��I C Table 6.COccupancy'Category-Importa.nce Factor - � NoaHunicene Prone Reg;au ond Murricone Aroae Regforo Humiwac Prona Rr �wth BasrcbWnd Spetd,V= gions witfi 8csit Wmd Cottgary CategaryDesitrtpaon BurTdngTypeExamples BS700mph,andWosko Speed,Y>IOOmph I Buildings and other • Agriculturai facilities 0.87 0.77 structures that • Certain Temporary facilicies represent a•low • Minor Storage facilities haza�d.to human life ' in the event of failure, � including,but limited to: All buildings and other 11 structures except th►ose � � listed in Occupancy Categories I,III,and IV. Buildings and other ° Buiidings where more than 300 people congregate structures that • Schools with a capacity more than 250 I.15 I.15 III represont a substantial • Day Cares wiCh a capacity more than I 50 ' hazard to human Ufe in • -Buildings for colleges with a capacity more than S00 the event of a faHure, ° Health Care facilities with a`capacity more than 50 or including,but not limited more resident pa�ients to: • Jails and Detention Facilities ^ Power Generating Stations • Water and SewageTreatment Facilities • Telecommunication Centers � • Buildings that manufacture or house hazardous materiais � Buildings and other • Haspitals and ather heaith care facllities having I.15 I.15 structures designated sui-gery or emergency treatment IV as assential facilitiQs, • Fire,rescue,ambulance and police stations induding,but not Ifmited • D'esignated earthquake,hurricane,or other to: �emergency shelters • Designated emergency preparedness communication, and operation centers • Power gen�rating.stations and other public utility facilifies required in an emergency . • Ancillary structures required far operation of Occupancy Category IV structures • Aviation control towers,air traffic control centers,and emergency afrcraft hangars ^ Water storage facilities and pump structures required to maintain water pressure for fire suppression • Buildings and other structures having critical national defense functions Source: !BG 2009,Table,!604.5,Occupancy Cotegory of 8uiidtngs and other swrtures,p.2�8l;ASCElSEI 7-05, Minimum Destgn Loads for 8u�ldings and Other Swctures,Table 6-!, p.77 ' _ ' �k . " 9 m;�� Llnirc�c Co�Ze-Cotnpliant Installation.M'anual SolarMount �a�� I. ��d�� t� ��.e�� .�x�. 5��.�. and ��l � [2.1.] �.Ts�n� 3��.z�dard'��eam C�.��u�a�.on�, St�uc�ral En�nee�°i�.�I�I�tl�od.�l�g� The procedure to determine the Unirac SolarMount series The Totccl Design Load,P(psf)is determined using ASCE 7-05 raii rype and rail span uses standard beam calculations and 2.4.1 (ASD Method equaeions 3,5,6 and 7)by adding the Snow struccural engineering methociology.'The beam calcularaons Load1,S(psfl,Design�r:d Load,pnet fpsfJ from Part I,Step 9 are based on a simply supperrted beam conservatively,ignoring and the Deacl Load(psf).Both Uplift and Dawnforce Wind the reduceions allawed For supports of continuous beams over Loads calculated in Step 9 of Part 1 must be invesri�ated. Use mulripie supports,Please refer to Part I for more infarmation Table 7 to calculate the Total Design Load for the load cases. on beam calculations,equarians and assumptions.IFbeams i7se the maximum absolute value of the three downforce cases are installed perpendieular to the eaves on a roof steeper than and the uplift case for sizing the rai1.Use the uplift case only a 4/12 pitch in an area with a ground�snow load greacer than for sizing lag bolts pull out capacities(Part II,Seep 6),Use the 30psE,then additional analysis is required Car side loading on following equations or Table 7. the roof attachment and beam. In using this document,obtaining correct results is P(psf)=1.OD•i-1.OS1 (downforce case 1) dependent upon tl�e following: 1.Obtain rhe Snow Load far your area from your local building P(psfJ=I.OD.+I.Opn�a(downforce case 2) , official. P(psf)=I.OD+0.7SS1+0.7Spn�r(downforce case 3) 2.Obtain che Design Wind Logd,p�,�c• See Part I(Procedure to Deterrnine the Design Wind Load)for more inEonnation on P(psf)=O.bD+I.Opn�� (uplift) calculating the Design Wind Load. ' 3.Please tVote:The terms rail span and footing spacing D=Dead Load(psfJ are interchangeable in this document.�See Figure 3 For illustrations. � S=Srtow Load(psf) • 4.To use Table 8 and Table 9 the Dead Laad for your specific installation must be less than 5 psf,including modules and p��er=Design Win�Load(psf)(Positive for downforce,negative Unirac racking systems. If the Dead Load is greater than 5 ,f�or upltft) psf,see your Unirac distributor,a local'smtetural engineer or contact Unirac. � The maxirnurn Dead Lorscl,D(ps ),is 5gsfbased an market � research ct�rcl internal dctttt. The following proeedure will guide you in seleeting a Unirae 1 Snow Load Recfuetiun-The snow lorad can be reduced accordi�g rail for a flush mount installation.It will also help determine to Chapter 7 ojASCE 7-OS. 71�e reduction is a function of the roof the design loading imposed by the Unirac PV Mounting slope,Exposure Fusctor,Importc�nce Factar and 7lzermal Factor. Ass�mbly that rhe building sttucture must be eapable oE Please refer to Chapter 7 afASCE 7-DS for rnore informatiaFr, supparting. ' Step 1: Deternnine the Ta2ai Design Loaci Figure 3.Rait span aredfootirzg �; `�, spacing are irtterchangeable. ��;,��;,,�� w;,q.� ✓" �'`�». * h ' q.��5 -�'�.�� ..�' w��"'*�:ti�;. ` ��`"°a'�, � �' � '`''',s :^�y, � .^� �,,��,� '�r^'�.-� L.,,bM fi^�.°w``' :-"� .�rv �. r :� - ,..,�� """'��~��:��: ��I ..,::3%"'..�''��-"�'�*,^;��„„Ma� �,.,,�`�""r r"'� w„��.r,AN� `r"�.-^ -,"a"`�. � �„r, .--'�,w� �^ .,�n. ..,'�G�.:.�''' ��.„ .,� `�-..,,��,l` �fy.-�,,,- {�,,;,.•�' �,,�„g °'�,,�°:.,.,,�, � ��w.�~ � r �. "'°�-�, '��:��a.`;`.� _, ;-°�;,�° �.- �Qr�. � R"�-,..,,� ��:.. -x"'`..:'�� x ,,„M•"�oa��ha`u�at � ��spa�'�"^..,� �'°''`�`,�<?•:-;Y'y'",' �,�,�..;, ,�..d'' Qe<Q o�,�ts or,F �,,� -,..�'-•. �.�`�,,, c ��rsp��ti�e,�M � ,`�i��":..� ��-�''"��Y "'-._, '�, � �"�� I'��t��:Modules must be centererI symmetricai[y on �,�n the rails(�-/-2�),as shown ia Frgzcre 3. �� ' ' . o SolarMount Llnirac Code-Cosnpliant Installation Manual �'�� Table 7'. ASCE 7ASD Load Com6inations , , DescripDon � VarFoblx `:s ( } � �"y'x�c' �� .:i?niVn�'orcg,CCse�Z;��,r�"i'�' � ;t�wnfo"ceCase3 °1,•,a : .��'�U�(Y�s�:'"�a ,�2.;' unht '1>cwa nree G'a{e :�- ,. ` ;rf:��,. ,+>.�-... .,�._.„ � . N.i,..r�, .. .. �titR.°t' '.. � .. '�..,., .1-tl � 'F..�.,,^�� ,r'�`,Z'":".f:��;�.,�a '.'°,Stp r b.. �1�."�'. "n'�'^w'.',ri�`A;1�5��`_:av� `1Y",.'�w� iw�- .�y i,+}�� n' �n�F:: !�' w _ ��tjPo „ '�" i.. "; '.:;. , , 2�rb.',�;�y.." •.y.\�.° ,�'� d Load . ,;.�. w;' ...�. � �; ' � ;I.O.�c,�e ' 0:6wX> -<� psf Dea D G.0'rit-' t;0;x�a,"� "�..;:x°:;:�.• M :;��;,�. .:._.�� o , . w. ��,.. 4 ;. .a , �:�a �.��a�;:�,.,x�; ' �„� .,,� ��,.'r,.;�,,wF.. �v psf SnowLoad S `s �I:Oo:X..',:�t-r . ..r'_"�': �� , :4:75.x..� ,: r w;��-�' �h�, bl{' , 3^p�,....�...;� x'u.. . . �d], •:c .l j� :. Y.., `t.. �,."; .� Desi nWind Load Pnet �; °'a,' � �'��i�.,.'�, W'r".,�:.''� `^0.7,5�x' +'�'" ;.w,a .,C:Q'.x .:��" �.g,. � psf -a , x .. . �.: - y,'a Tota�Desi nload P ��', �� '�'�", ��A�y��i."'", � ;, ;, K ';� ��'r ,. _;�:°��„�� psf g -+;:;?•;;i, ��. `y <�,� �a;��:,; .-:;�, �;:� ,':� .:;, ..` a',b:.. � k^. ;�,.' '"`. '+"• :�, Note:Table to be 611ed out or atcached for evaluadon: � � � Step 2:IDe�ermin�the Drstributed�oa�d an the raiI, Step 8:Detet�in�Rai15p�[n/L-Foot Spacr.�g n,(pg� Using the distributed load,w,from Part tI,Step 2,look up the Determine the Distrdbutecl Load,w(plf),by multiplying the allowable spay�s,L,for each Unirac rail type,SolarMount(SM} module length,B-(ft},by the Total Desdgn Loacl,P(psf)and and SolarMount Heavy Duty(HD). - div,iding by two.Use the maximum absoluCe value of the three downfaree cases and-the Uplift Ca"se. We assume each module The L-Foot SolarMount Series Rail'Spa'n'Table uses a single is supporced by two rails. L-Fooc connection to the roaf,wall o`r stand-off. Please refer to w=PB/2 the Part ITI for more installation informarion. w=DistrEbuted Load(pounds per dinear foot,plf) B=Module Length Perpendicular to Radls(ft) P=Total Design Pressure(pounds per square foot,psf) Table 8.L-�oot SolarMount 5eries Rail Span SM-SolarMou�t HD-SotarMount Heavy Duty Span Pisvibutcd Laad oundsltneor oot (R1 20 25 30 40 50 60 80 IQO 120 140 160 ,_ 180 200 2ZD Z90 260 , 'j•i *•e;'":,�": «.,Z(,. :.','�, b�t'.•:j�, X�n- `:;�• � c.r!:.:�.. •FE.'�-�d:i' t':-,..-- .c •`�:Sa^,;;;:...-.��`°�.�:.��' • '�"e::,sx; ^�i 4" "", �,:�.: '�`�.•� ��=,��•, a�,�' �"�. .at�,' N5�\ Ni:`= 5 ��'1. •S�' ,5M ,��M°'�.�.. , M�+�..r..S�1�w �;��,SM.''";;;">�5M'� .5. "SM; �.5�.. :.5M�':s ::SNF+, 2 F!'�� :,�. ::c...�"1`;,:�.;'>�S � M?,:°;,, ,�, �°1 i. ,E. ' .�.^,� .+:A .(:x'�t M1.=�".•� ��,•: vd;�>pi':�� .•�, p� • +;�wn�".y.�� '''��` 'u,.`�'1'��' .,�^�• ;�. ^i:„ �:,'�" W,�"'� �x:�. .. ,,;7,_ " -g,; 2.5 �SNh, Stii:• `SMy'"'•. S' �`�'gNtj: M �,ti` �'i.: >.f_ ' :. �5M� SA9. ;s5M;t� cz'�i[i,',�. ',:�iD�° ,�3�fGr;�_M. �,.> .M:a;`",,� ,� �� a5 � :;SM;,� ,,�St;l, ,..SM...,:; �a.:... ,��""'. �4,�;., ��,..„�:'a 'h;'r..x.,, .a _ � . 1�;� .�.`,��.,".�:a�,,,.:c��, .a, a��->��.r;,.w.��dL;� ,.a��,. L...�;, "4 z ,� ,.H<�,. :..� .,; .gy.:.r.. .'�vi _,i`+y, 3 `.S�c 3,�:$I*9u M;Sh1>� ;;SM. �SNI';;r :.SM'..� ..SM SMti;. ,`SM=z.':�" �SM;.�:,�.�'SM: '`�s::3^IGt„uv:�;.��>�.,x%'�^�D.,w`. ".�Q�t'`�+<�Ct'� ;"i,' r.� i,v � - ..�'.�,�.,:.,, °,:t�,�,.:-�..�. .:S..t.?.....,:._. �;�; .-:l.;;� :�r° -�R,,: •� ' �.�<_ .„�',:,+� ;#:�._.�.:�', °,��.:: ca..,.• - �„�,�Y ;,�..,'� �.:.. 3.5 '�.Sltf,t?r'' :,ya�.v�i-..S!"�a»r',",'ja'�r;• �n7��,.:'�. �„ °: a^^ �w"�� «, ��L��+. ��Qfr,sji,i G.1 i;; , e i�S�. �,.,a• �.<� ;.�. _,r. ;SM;��.";,.�SM"� '.SM;. "5M�'s.�.Sh1+ ;�;r, �'PW�°i:�� ;�. ,s ��..., � °;, ,�. ,. }'`. p,r,�::� �� +, .. . .t.� ,; q� (yi�p ;;�.�5. �F" =;i`f � +'y;.!„$�,..•'lt;�.Sl"Ia�'��'"� � ��vi�"f'lT'.�:i••,`r'/i[j'ne'��r'��^„ q ��'r'.<<y�511. �� .S St'I;f, '�x SNt "•+SM'- "�; :.:SM•'� :,-a �� :. F1 .,i��4i .......�..�:.�b.�*,.,...�� l'�!! i� , a �. , h�`�•#;� ,. �4' .;h .r,� ;h;� ��" `:,' «b.' m,. �''., .;�:°, .C�.��.�qy'.i •p�'Y'`,. ' . k,, 1�r�1 i1r,�'". 4.5 'SM„`� '��5Mv�^ =SM�, ;SM,s::�*'Si�:^:." ��SM� .�5M ^'�,;,SM�;�=":.HQ� HV ��HG7�•� � r p,� '•� r�,': . 5 �'k�MA`'��SMi�:';.. .SM� �a�.�!-J�� ,`.��SM'� �SM;'.a ��^M w . �`SM`�y��:"��D�•i x�"�D��,k{DT�� ;, �. �. >� , n, �'� • ,. �:,.,; ;,�` „ - ., ,. .'� � ;- 5.5 ,$t`I;;�a .w5i`�I�;,'n SM.. •, .Shj; .,..,5M.,:.i e.,>.Y,SM`x�.a":SM";;'i>i;�,HT>?,.<'�^�fl�..K ,�lp':�!s " p y,� e J ,CA..f .�r .c�,M, : c�1U C/�,. �C. . .C'�ry {,{�'�� .»b•_.�:.,�.. 6 ��.r Ji'W]!Ye �:3�r! �y�' JI;I: 1�Jiil',i"'Yf�y JI;i� `.�"',J�-I�:j:•i�'V�y.'4.l`.:IIY' a.`'�.'s:.� .�'5+.�: :'Wy � .. . ,,, .., . , i ,-, i.v, .�:i\dY,;.. 6.5 >5M;.�.,:�Sh1rr, ��51:1, '� SMt� `.,�:SFt -"i.?.,5[�':=��`�Y:SM:"_�:,::':HFx'��,r`NG1� •_ �,�. ,r;,- ',��` .5, ; r,: . • x.._:;.;a�„ .�,.�'s•�:. 7 7Si�-� -'$1 t" "�a'SM.'_,,�'StK;"� ;° �SNi�'� ' 'SM� ;M'Hi��r`' ��-1t?„'s ;, .U: '',,:i-.., y�...�. ,.:�;,. ;,x.;.:: w.>, -. -:y,,.,��-� s ., 7.5 SMz :SNS'a:, .Shl�;:� :Shl` SM:'�4=> SM,..�,e-HD' "e'�.;.EIf3,�;. .'r z' t1' „i ? � y:- � -`•,��,;v�,„�..�,. . �s;:''ao.�.ti: 8 ,;SM+: :St•j;, e< .SM, �St�9 `SNIa ,.. ;5M':.>;�:;I=ID.;;;.; �,{p'�.: .ce '.,'., ,r; .`�='.�,:- .y,��s,..-�.^d?:•:.^,,:; . ., .,�,.,,. S.S �Sl�l',`:�.<STt1'= uy .3M,'�; .:�fi�9.;�.;R .S� ,,, ,�HD;.' �• ,HD'"�'� ;y;;c� �S . , ,, .,><.«�, �z,,_;: ,�. . 9 ;SM,,�;�",5i�'j'°�",;5 SM',';>��.HD�`.:='')�A'�; i°"`�lR�y �.'`;:.x;> >p:;.,�: �.. a�:;: >. � a4 ' :x.�'I ,:, .. � ,-..r w. a;:.'A ' 9.5 '°SM,`s.,SM°` ' `SM*'w'.:ST;1��'�,:'�,.HD'�' F�D�';�°,�•;HI�'N� � ';�� E.::, #..,� �;. 10 "`?SF1,n:,� 0;$M� ,'SM'y'��+,e�lFaz'=�;�.,m:Fl�3,'�id:".I-ID�:��<�aHD'"� �� . .. �t,';4:., "" ° ,.,. �.:ww...�:•,;:. 10.5 SM`�a� ',.$M;�M� �Shi, wHD,:��'��i�H��,3�"`°��Q,':;� ., k,r. .;. . a� :; . . , . .��C .,L �,. II SM`''.;" .Shli` U�1=tD�wa' '4:i�''s�`>k'}�Hta�•'L'r�'l=tD;':�:� ,at',4 • .,� .'��: F�"..'.�:,i ��. ,�,.�.�R�r`. I I.5 "'$Nf,.,t;;!�#i0''•`�;r�'`�FiE?:.,:�-�:HD,,?=;'�;�HI?,Yw: r;FiD��;� " �. ��ai. ,•:,.�. . ,, . ...;�,":�.�,. . `12 °'S`�1Lg��uHp" ,-��Nb:�c.>��tCit..:n"��iGtv,�:.:`"�i3ti;:,-4 { i i .t:•' Y:� ��'�..'rc� c,�r . �� o . ' ��°�� ,�� Ltnirac Code-Compliant Installation Manual SolarMount ��ep_4:5elect Raifl'Py�se Ste�5:Deteranane th�II)cawvaaforce.Y�oa�tLorcc�R(�s), Selecting a span and rail type affects the price of your ag e�C�'!COTiriL'�t�11 YD$S£i�.011l T.3Ag&g3c311 installation. Langer spans produce fewer wall or rooE When designing the Unirac Flush Mount Installation,you penetratians.However,longer spans create higher point load must consider the downforce Point Load,R(ibs)on che roof forces on the building structure. A point load force is the structure. amount of force transfened to the building structure at each �e Downforce,Point Load,R(lbs),is determined by connection. multiplying the Tot�sl l�esign Load,P{psfJ(Step 1)by the Radl It is the instailer's responsibilitv to verify that the building Spttn,L(ft)(Step 3)and the�Ytodule Length l�er,pendica�lccr to structnre is strong enoueh to_sup,port the point load the Rails,B(ft)divided by two. farces. R(lbs)=PLB/2 R=Point Load(lbs} P=7'otal 1?eslgn Loctd(psf) L=Rail Span(ft) B=Module Len,gth Perpendicular to Rails(ft) It is che insealler's responsibility to verify ehat the building structure is sirong enough�a support the maximum point loads calculated according to Step 5. Table I 0.Downforce Point Load Caiculatian 7ntal Design Load(downforce) (max of case I,2 or 3): P psf Scep I Module length perpendicular to ratis: B x ft Rail 5pan: L x R Step 4 /2 Downforce Point Load: R Ibs pnze 12 ' . o SolarMount Linirac Code-Colnpliant Installcztion Manual ::'t,!�f� � Step 6:Deter�rnine the Upli�ft Point Load,R(lbs),�t � each connection based an r�il s�an You inust also considen the Uplift Point Load,R(lbs),to determine.the requircd lag bolt attachment to the"raof . (building)structure. Table I l.Uplift Point Load Calculation Tor.al Design Load(uplift}: � P psf Step I Madule lengch perpendicular to�rails: B x ft Raii Span: L x ft Step 4 l2 Uplift Point Load: ' R Ibs / Table 12 Lag pufl-ouC(wididrawal)c�pacities(Ibs)in typiea)roof lumber(ASD) Use Tab2e 12 to selecc a lag bolt size and embedment depth to log screw specifcorions satisfy your Uplifr Poinr Load Fa'rce,R(lbs),requirements. Speci`c S/ra" sha�,�' Divide the uplift pointload(from grovity per tnch thread depth Table 11)by the withdrawal capacity in the 2nd column of Douglas Fir,Larch o.5o z66 Table 12. This results in inches Douglas Fir,South 0.46 235 `�=x;�`'' of 5/161agbolt embedded thread ..i�,: depdi needed to counteract the. Engeimann Spruce,Lodgepole Pine •;�;. uplift forCe.If other than lag (MSit 1650 f &higher) 0.4b 235 �'�', bolt is used(as with a concrete .��„ or steel),consutt fastener mfr liem,Fir,Redwood-(close grain) 0.43 �12 `�`" doCumentation. Hem,Fir{North) 0.46 '235 � Southern Pine o.55 307 Thread Tt is the,installer's responsibility - depth to verify that the substructure 5pruce,Pine,Fir ' 0.42 205 � � � and attachment method is strong enough to support the 5pruce,Pine,Fir � maximum point loads calculated {E of 2 million psi and higher according to Step 5 and Step 6. grades of PqSR and P1EL) 0.50 26S Sources:American Yi/ood Coancit,NDS 2005,7ab(e I l.2A,!1.3.2A, , Noies:(►)Thread must 6e embedded in the side grain o(a ra(cer or other structurol member integral with ihe buitding structure. (2)Lag botts must be located in the middle tfrird of the suucwraf inember. (3)'fhese yalues are not v41id(or wat servlce. {4)This table_does noi include shear capacities. If necessary,coniact o locol engineer to speclf y!og bo(t size with regard to shear forces. (SJ Instatl Iag bolts tvith heod ond washer flush to surfoce(no gap).Do not over-torque. (6)Witfidrawal design vafues for lag screw connections shalt 6e muldplied by opplicable adjusiment factors if necessary.See Table 10.3.1 In the American Waod Counril NOS for Wnod Canstructian. �Use flot woshers widi lag screws. ' , . , . � ' . _ , ' • � Pakr ` - _ " � 13 o ' � o��(J � � �I�irac Code-Cor�npliant Iyzstallation Manu�sl SolarMount P�� Ia T�.��a�.�i�.� S�Yar�o�nt The Unirac Code-Cornpliant Installation InsCructions support applications for building perrnits for photovoltaic arrays using Unirac PV module mounting systems. This manual, So�axMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. 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"�`"'~= "°'"fl�y� '�"�``'�'"� Figure 4.So(arMountstandard rail components. �:. Rail —Supports PV modules. Use two per row of lock washer for attaching L-foot. Flashings:Use one per modules. Aluminum extrusion,anodized. standoff. Unirac affers appropriate flashings for both standoff rypes. Rail sptice—Joins and aligns rail sectians into single Note:There is also a flange type standofE that does not length of rail. It car�fnrm either a rigid or chermal require an L-foot. expansion joint,8 inches long,pr�drilled. Aluminum : Aluminum two-piece standoff(apcional)(4"and?") — extrusion,anodized. Use one per I.rfoot. Two-piece:t�luminum extrusion. Includes 3/8"x 3/4"serzated flange bolt with EPDM Seif-drilling screw—(No.10 x 3/4") —Use 4 per rigid washer for attaching L-foae,and two 5/16"lag bolts. splice or 2 per expansion joint. Galvani2ed steel. •, Lag screw for L-foot(5/16"�—Attaches scandoff co raft�r. � L-foot—Use to secure rails either through roofing material to building structure or standoffs. Refer to s Top Mounting Clamps loading tables far spacing.Note:Please contact Unirac for use and speci6cation of double L-foot. Top Mounting Grounding Clips and Lugs L-foot bolt(3/8" x 3/a") —Use one per L-foot to secure rail co L-foot. Stainless steel. Installer supplied materi�ls: . Flange nut(3/8")—Use one per L-font to secure rail to ° Lag screw for I.rfoot—Attaches L-foot or standoff to L-font. Stainless steel. rafter.Determine the length and diameter based on pull- out values. IFlag screw head is exposed to elements,use stainless steel. Under flashings,zinc plated hardware is Flattop standoff(optional) (3/8") —Use standoffs to adequate. increase the height of the array above che surface of the rooE or to allow for the use of flashings. Use one per L-foot. One piece:Service Condition 4(very severe) ° �aterproof roofang sealant—Use a sealanc appropriate zinc-plated-welded steel. Ineludes 3/8"x �/a"bolt with to your roafing material.Consult with the company eurrently praviding vvarranty of.rooflng.. r�x.• - 14 �SolarMount Ltnirac Code-Compliar�t Installation Manual m9m��0��C � � [3.2.�] �n�ta.11ir�g�Sol�l�o�mt vvith�top.moun�ng cl�.a�r�ps This section covers SolarMount rack assembly where the installer has el"ected to use top mounting damps to secure modules to the rails. 1t details the procedure for flush mounting SalarMount systems to a pitched robf. x';ti3w:;..�t,"�....�.mr�. ��':,;e%,�i:�"q.. ��3^t.:�.:1,"x ' p,`;y2. " ,`f• ':,_ '..�^r ;'h�.. �, 'S; 7� :U:;d., ,.0,A+r`;i.".-' •y,„r.:.t�:. � � "� � ' '+�h:w�C,a`q,1�eq'e`,�'`��i�,'[`'.,w,+.i' J'" ,."i . . •:'k, ' •, ;";d: , �� `"+. 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'1'��i. �.< <..�w Y "x,• ., .a �� 'v '�qmia`� Y...':�'q�n«.-�. .�,t��,r• 'i!°�-y�.j�"e"�y �,�,��"��'�•�T, ,. . "'�` q�YN^ �ev" ��1 p t .L �� ...�.��• f'�^..w��. b _ - - , R v'`` t.�,.,:; n:�4ny � . ., � 4�'.' �•��gy,,,, . "y�MTri3a _ . -�C� �t�;'� , b�y,�N.��'�h'`:P°�"<:'ry� �^ , '�. �Y�y,�AYr'�'��. �"'r,< _w,�,. r ".Trw�.,y�. `q;.,•;.iv3,��,p ,.1��a�� W�� p(,�� .ry�f , �:;;�!*.^,t��ll.�^��.✓��,",,.Yt6.; ...��ay „j„ � " . ,, ' fid • '��;�F YM', e'h.`' � .; f. .)q.. J�w,,.'�a , �: ��'.;;��<;A<� ♦=� �'�a;. '; �.w a� 'r,;" t-.;a : ' � r� ..;,�§�r';�:�>. , �� , ",��,,,µ, �.� Mid Clamp�,w..., .,_ ``j Y , , ,, �„ .�, ... .:".�� ,,�,�'';��'n-- ~;�,, ;` '`"'� ''��.` '«- :� , ��, }'' j*. '.F,,,�� F y�,�,�,}y;,,y.�� ` Y; . � "+....�" "S�' �y�,.r:.t �, � at�� ^:�`f5o � �..e t) �.�'"ti:`�'A'r'�:.�', �. ,,{r+.'•� k � ,,��a "�' p h�.°'wy� ,��"'�r � ,�^ ��. ya�J u•"m��.'`7 �S%,�t;;r' f�_.',xm i.� b„ ,.,w. '�'WC'` :"�q ��Y`§'�i 1 . A��:"?.:.�+�.,^�.'.r.;. 4�n^°k..^ "an' / �-'��;e � �� u,, a�� z: '�£:� �'.. �; �v;^��. ', ��'�'^ tr•<., w;;�� , , �+�•:;.�� ''.;~�,e� . '�<`�ti;��;�.' :'i:,�:,"'�''"..`=:':*:�,_�."`w.-, r�..e'`};' °�.v� �'':�,.., , ��.�`��p*>� ��e,: �;�� ."�P��'',. ��°•q.�.�^'... �,�, End C Idm �,�,�� "" ' "� .��>.�:,:.� � � . ��Z;�•""�;1"i� xY .y�u��A ::L?f00�;r-#��',�"`tiEti". '�'r'�'�"�� a;.;" . , - �:ar; , a� ."�'�.d�iJ��o�j,a��.., "b��,. �., �N �_ , ,'"y.. ,'.' �. .�� yx?,�(,"'�^T�A�i✓', ""°v4W aro..= ,y� :. - , "am: �j;c� ::;"'..+�"i'�:.s',� '4:'.��.`�".A.,." "^�"�' �... ti�;� - SolorM ,. � .�';`4 : �,,..�_- �, . ount Rail �`°� � ��'��;°.«'��; . }'�"�"�'�'��'v: ��.».�f�f P"`�..}��,;��;�d.�iY:';...c�..'��:•i�``"iM:.� ��r,k4 i aYero�.b,�° �Y,rA M��•�'�y, .tA.�„� '"„,��3 � . _ '~==�,�,,; ,:s',��' .�&�Solarivio�nt Raii Figure 5.Frploded view of a f[ushmount installation mounted rvitT:L feet Table I 3.Wt'�hClles 3i1CI tOi'qUe ' Ati top down clamps meist be installed with anti- - � ' seize to prevent galling andprovide uniformity - � Wrench Retommended • in ctamp load UniRacYnc recommereds Silver size iorque(�-Ibs) � � Grade LocTiteAnti-Seize Item numbers:38181,' 80209,76732,76759,76764,80206,and76775,6r �+"hardware 9/6' I 0 0 equivatenr. 1/4"-20 hardware.used in conjunctfon /a" hardware /e" 30 with top down clamps must be instalied to 10 ft-�bs 7on7ues are not designated far use wrth wood connecoors Of tot'que. When using UGC-1, UGG2,WSEB 9.5 attd `WBEB 6.7,1/4"-20 hardware must be instalIed to 10 ft-Ibs of torque. Additionatiy,when used"with a cop down ciamp,the�modute frame cross section - must be boxed shaped as opposed to a singie,l-shaped merr�ber.Please,refer to instailation.supgtement 92 Q: , Gaiiing arcd Its Prev,entfon for more inforrreation ort gallingan.d�anti-seize aied instaltation marivat 225: To'p'Moureting Unirac Grounding CIips and WESBLugs for rnore infornzation on Gr•ounding _ ' Clips."� - , 1 • , ' . . �F^ � � ° � 15 om�� Llnirac Code-Comyliant 1'nstallation Manual SolarMount [3.2.1� Flanr�ing�au� S�a1�rlVic�un�inst�l�.tion� The installarion can be laid aut with rails parallel to the rafters The width of the installatian area equals the length of one or perpendicular to t1�,e rafters. 1�tote that SolarMaunt rails module. make excellent scrai$ht edges foc doing layouts. 'The length af the installation area is equal to: Ceneer rhe installation area over the structural tnembers as • the total width of the modules, much as possible. � plus 1 inch for each space bet�sleen modules(for mid- Leave enough room to safely mave around the array during clamp), installation.Same building codes require minimuin clearances around such installations,and the user should be directed to • plus 3 inches(1�/z inches for each pair of end clamps). also check"I'he Code'. Peak > � Low-profile ,� "' mode "' High-profile mode Gutter Figure 6.Raits may be piaced paralleI or perpendicutar to rafters. r5r• 16 �AU� 5�' ' ` '` � ' . � � � CU9AL � � T�, 9�`C Ir�sulat�on �'iercing Connectr�rs -�- � � „ ,r,, �- .. Elimina4�s need far conductc�r insulatian stripping �� , No taping required after ins#eilation ,.``.,M=�£�: • ,�.�;;: Por copper ta copper, ccspper to aluminum,or aluminum to aluminum applications - �� ;.N��, , f . . ,�.�,��. Fnr use crn insulated conductor anly �`��, �,;,. � �'-A�„q�3��•�'�^s��'�" "�'v,�fr,,;�� F' NAED CATALOG WIRE RARiG� , T4RQUE CTN EST.SNlPP1NG �UMBER NUft�BER ^6fiA1C41 TApM VOLTS BOLT3 FT-LBS (lT"! lNEIGHT{ibsJ t1(�1$ i IF,F��'..� T391 p IPC i002 1!0-S 2-b 300 1 1S 12 2.63 CTN ��F�`�, ��; 'i3907 `IPC 4D06 A10-4 6-14 fs40 7 13 12 1.90 CTN .-;'> � , , � �. , ;,g:S';;",�„a°.. 13108 `IPC AQ20 4!0-2 2!0-6 E0C} 9 25 12 4A8 CTN , rv "' �';�'��?d,�..,< � � -!, �{ ;a.*�,,q.•;sK;e 13149 "iPC 2540 250-1 4/0-6 60Q 1 30 6 4.17 CTN tti`; ,- �."_"..'s'�.�-`=�� '.• ��pe. ,�a 13'i 13 IAC 354Q 350-�i10 At0-10 300 1 25 8 4.17 �'�'N �'k;' *_,^.'r��' ""�' �"'v- . r �.�;v�;"`-trc� i 3 314 IPC 3835 3fi0-4t0 35Q-410 340 2 25 6 7.63 e �'' '`r ��' ��f�� '� CTN �,'� ,-,:"�'x yt..��l;�n"!��< 13716 tIPC 5092 500-25� i0-12 30t} i 25 4 2.&5 CTN w::'d"��<��'„�, r„.�^�. 131Q4 "IPC 5025 560-250 254-� 600 1 55 �t 4.Ofi `., CTN 13105 '1PC 608A 504-3q0 500-2.ri4 6C10 1 75 1 2.6�3 EA C�l1�IC7�d 33106 *IPC Y55fl 750-500 5Q0-350 60D 1 75 1 2.62 �A 1.15��U�•Bites on 'soo va�ts,ba�anco soo volts tror asov groundca v syscams) insuiat�d cabfe only! t Nos CSA r,�rtsriea Dcr not ins#aq on bare cabl�. �r�l� �t�� L CU9AL Nigh strangth aluminum al4oy 6061�T6,tin-plated ��°gp , ,., 600V 90°G Lay-In designed main conductor remains continuous Tap parallel ar perpendicular to main � ll �,/' Na�a c�rA�oc cotvDucro��An�c� aFp�ax.aor��sooras{e�a cTN �sr sa��aP�� rT� �`��'�f�f, Mun�a�� r�u�s��t n�ai� raa � vu z arv v�eo�N�r(ms) u�E� ��/�/`,�" vd "' 93117 GP 2* 2-12 4-12 50L 71$ 5t8 9'�!;< 2A 7.A3 CTN � ��r� �`�,''° 1311f} GP 70 1!0-2 710-12 SOl 1 3/R 1'/. 12 1,19 CTN �� '°q' � 13118 GA 250 250-1/0 25p-8 1't,o 1"!�0 29/u 12 2 a4 CTN � 1312'i GP 350 350-d/0 356-6 1'!,� 1'!, 2"1,. 6 2.�G CTN �pP CC?�}��'f-tO-CO��P, 13122 CaP 5Q0 500-35p 5Q0-2 1'!+ 1'!s 3"!s 6 3 10 CTN 93123 GP 75U 75p-50fl 500-2 2 7Y. 3'l0 3 2,5 C-��y ��pPer-to-aluminurn, aHuminum-to-aluminum "GPZ ha�a siolted sorows, Oxide-3nhibitor is rocammended fo�added aorroQion protecbon. �aav so°c Snap-an insulating cov�rs fcar us�with GP cnnnectors For indoor us�only . � .AlAECi CATALCIG FOR US�1N1TM APFROX.[}lPAENSlaNS(tN} C'fN E5T.3NlPPING ''��~^y �y�ti� �UttRBER NUMgER CONt�ECTaR CALtJl2 Hµ Vd L QTY �EtG4iT(lb5) UM1313" �,�d1'�` i3137 GpC 2 GP2 YELLflUY 1't�+ 9"�7n 1'f„ 12 �.46 CTN ,{��'lfr� �;,�'�'„r°��q`"�� 13t3� �xPC�0 Gp1/0 G�Y 9'(< 2'h� 2i1� 6 0.38 C7N �C{r�^„„�t��,,*��ti��'i��'r 13140 GPC 2S0 CrP250 RE� 1'!a 2'!a 3'!+0 6 0.40 CTN i rrg�,�/�,�1��w� !11};3� 13141 GPC 3S0 GP350 Y�LLQW 1'/. 3'/�e 3'Js 3' 0.42 , CTN t� �t . 13142 GPC 300 C-'+P500 f3LUE 2'�t,,: 3't�c 4°/e 3 0.4$ C7i4 � 13134 ta`PC 750 GP754 bR0.NGE 25iJ7: 3Tf�s d°to 3 0.65 ` CTN � W W W;t�f�T�V�'S-U5a.00(T9 11 Herit�ge Park,Ciintan,C`f Q6413•Phane 860-68�-4505 a��86q-664-454�i TOLL FR�E 1-890-243-193q(Outside GT} t��,�-�"��,�; �� " ° °S a f'� � , �.� r a;Epq, :'. `A �a' � �i•.:' � ' ,. a ��,„, � ,, � ,, ��, :�, ' ^ „ �'�: � 'k' �f i'�� "� „�1 �, ��' � � , i. � '��, a. � �' \;,'S,./�_.,. � ,',: ,�:::r. .,y ""3 �� "� j i=3 Y ��' :> � _ ' �t;` ,,. �`V""",�s� . �,'� S O I a r',.�=��:.�_ � � � {� rv n- �� °�y .�,�'�� F � �999 �� . :� �aA� {{{ � e� ` ., p :� � ^:"." �$ y .�� A ;i ��p �� .`��i. . ,4; .P„-.:e i '� '-„- 7 f,°<s^ .. k ' ��:.,��,_:....�6i ' "I SolarEd e Sin le Phase Inverters ` . �� . : ;a{-� � * 1 g g � � ��. . �.]��.�� ,. � � .��- � e,::o :' ,l..,' ,.,..k,� �.r �» ' � � ' '�'�y� � �6. . „� r�� For North America 9 , , , =��-; `�.�;� �.Y, ��A .. � !'� . � ' '��'4ti.x„„y.� ..� ��o�o�-us / ��o�,�-�s r s��-�s / �� a� ��u� ,� �.� :�M�� ,� E �a�� . =M� ; �.� kM��` :. � . f z�:�=-�9- , ��a �-�s > �� us / ��oo&�,-�s � �. �� . :�' . ��" � � �� . , Tm��.. ; �a �+ ��,, �; �µ;�-�• l �, ,��,;, .. _. , . _._ ._ _. . _ t' ,� ,, �:,., � ,.,�' ,� .. �, , . ��""�-� a , f�:�' ' , . , ,'�„ . . 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' �' „ �, . , ;. , ,, , r ',, ' �4 � � ' Y �� A�� , . + .i�i M�", ° �,�„ , .. �- �c S. , � � � ,�,aA�� .:. , ^=-�^�'„'a �E3' � � ... N'� , '�� ... � " µ ., '.. ,�� ,� � �re ^ ;�: ," , �. Si , , ai�� , rv e„ �, :"k-=° ' >u � �'; t,�� 4 '� � .. ��„ -� . M M • � � �� ..i, " � �� r,!i. � �Y' ., � � � :t�` � "1 : ,�,�' f�• , ;y ;T.� - , � ^ '� ' W'�,r � � � ' 7 5 �;��.iY�� 8�� M � . y i e,.. � .. . , n r� � t M '• � A'' ,w.,�}� -� � � � ; • � •^�' � � , � �� ' YW . V " ,. � .i . �� 9M 1 � i � .��. . . . �� rt � . ' , r, ' ��.c,d �, i 6 ,, �w . p�� , 'N r..� � .._ .. - . . .. �. �b" �l� d�� " u , ,. �. ,,.ws.......... ....m.,...., �. .+m....x.,,...>.,,..,.....,._.�..�.4. .y.._..... .....z...«.. .._._,........_ ,s. ..:4-.,W..,n_ t. ,. ....- .�.,.. ,. . ��.�� a�� 'Inte�rafied arc faUlt(�rafi�ction(T}rpe 1}�for�fEC 2011690.11 campliance ' n� Superior efficiency(98%aj ' ' •-� 5ma11, lightwreight and easy to's�stal4 on prov'cded bracket <=r Built-in moduEe-leuel monitoring � � , ` ,� � Interne�connecti�►i fihrough Ethernet or Wirele$s � , ' � Qu�door and indoor instellation � . �a Fixed voltage inverier,DC/AC conversion o�siy ' � �� Pre-assembled Safe�y Switch for faster instalfation � , �° Op�ional—revenue grade data,Ah1Sl C12.7. „ � USA-GERMI�NY-6TALY-FR�?�ICF-1APAI�-C}ifNA-�'�USTRa1Llt�-THE NETHERf.Af�DS-ISRI\EL �RT�+I4�,l.S�Ir�i'£?C��;C�.LIS � ,, .�,�, so I a r �tl�� $ingle Phase Inverters for North America � � ' � SE3000A-US/SE3800,4-US/SE5000A-US/SE6000A-US/ �,: SE7600A-US/SE10000,4-US/SE11400A-US �� - � � � SE3000A-US SE3800A=US .°SE5000A-US TS�6000A-USq 5E7600A-US SE10000A=US 'SE11400A-US '�� .OUTPUT � Nommal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 1Z400 VA ........................................... ... ............ ............... . ............... . 10000�a 240V . . . . . ..................� .......... Max AC PowerOutput 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 � VA . ....... ... ....... ............... . ......... .. ... .... 5450,�240V.. .... .......... . . ... .10950�240V. ... . .......... .j........... ...... .... . ... . .......... . AC Output Voltage Min-Nom:Max.�'� ✓ _ _ � _ � 183-208-229 Vac . ....................................... . ................ ......... . ... ................. ..... .......... ....... ........ .................. ..................�. ..... . AC Output Voltage Min-Nom:Niax.�l� � - ✓ ✓ ✓ � ✓ ✓ 211-240-264 Vac . ... ...... .... ........................ ................ ............... ................. ...... ....... ..... .......... ...... ........... ..... ............ ..... .. AC Frequency Min:Nom.-Max.�'� 593-60-60.5(with HI country settmg 57-60-60.5) Hz ..... ... ..... ......p................. . .. ... ............... 24 @ 208V 48 @ 208V Max.Cont�nuous Out ut Current 12:5 16 l 25 32 47:5 A .... . .. ... .......... ............ ......... .....I.......... ...I..21.�a 240V...l................ ................ ...42,(,a�,240V ...... ........... GFDI Threshold - ............................ ......... ............................................................1.............. . ................ ................ ......... ....:°:... . Ut�lity Monitonng,Islanding Protection,Country Configurahle Thresholds Yes � Yes IfdPl1T � � � ' Maximum UC Power(STC) , . ..4050 5100 6750 8100. 10250 13500 15350 � W . . ............... .. .................. ........... Transformer-Iess,�Ungrounded ' Yes . ...... ....................... ... ...... . ................ .......................... ............... .......................................................... :6........... Max.Input Voltage I Vdc 500 ............... ........................... ........................................................... . ......................................................... ........... ..Nom:DC Input Voltage................. ................ . ..325 @ 208V/350 @ 240V.... ... .................. .................. ...Vdc.. . . Max.InputCurrent .............. ... ......9.5......t......13......>..?5:5.�°.240V..I......18......I.... . 23......I..30.5,�n�240V..1......34.5.......'...Adc. .. ... ........... ......(�!. Max.Input Short Circuit Current 45 Adc ........ . ........... .............. .......................................... ................. . ............................................. .. Reverse-Polanty Protect�on ... .. ........ ... ................................................. Yes ..... .................................... ........... .......... ..... .......... .. ......... ... .. .......... .... . .............., ......... ... .. . Ground-Fault Isolahon Dete�t�on 600ksz5ensit�vity .. ....... ............. ................... . ........... .................. ........... Maximum Inverter Efficienc ......... .....97.7 .....98:2 .... . ..98:3 .... .....98:3... 98 98 98 d % .................. .. . ...... . . ................ ...... .... ...... .......... .......g........... 97.5 @ 208V 97 @ 208V a CEC V�leighted Efhaency 97:5 98 97.5 97.5 97.5 E / ................ .......... .............. ...... ..98..�°.240V.. .... .......... ..... ........ ..97 5,�a 240V.. .................. .. ....... NighttimePowerConsumpt�on�. .._____ � _�<2•S __..______�____.._ __... _ �4 ._,�,__,1,,,,_W_,__ �OD.DITI�NAl..F.EATURES T . ` ' �. �M�� Supported Communication Interfaces . R5485:R5232,Ethernet,ZigBee(optional) . ...................... ... ...... ...................... ................. ........................................................ ........ .. Revenue Grade Data,AN51 C12 1 -``. Opt�onal�3� ..Ra id Shut............................. .................................... .................:...........................................�41....................... .. ........ � p down-NEC 2014 690.12 m� A� Funct�onality enabled when SolarEdge rapid shutdown kit is mstalled _�____, ___....___ S'tAtJDARD COMPL1APdCE�~ .�� .� � Safety �' UL1741,UL1699B,UL1998,CSA 22.2 � ........................................... ...............................':.'`....................................... ............................................... .......... Grid Connect�on Standards - ��,,� IEEE1547 ............ ....... ................... ................... ........ .................................................... ... .............................. . ..�........... Emissions � FCC part15 class B Ef�5T.4LLA1'IOf�SPECIFICATBO�IS ' . . � � � AC output conduit size/AWG range . ''� 3/4"mimmum/16-6 AWG 3/4"minimum/8-3 AWG ..................... .. .. ... ............................................................. ................. . .. .............. ... ..... . .. .... DC input condwt s¢e/#of strings/ . . ' ' 3/4"minimum/1-2 strings/ � AWG ran�e.... ..,.... : ��3/4"minimum/1-2 strings/16-6 AWG................... ....+ ' . .. .... . � . .... ........ .......':.._. . . . . . . . ................. 14 6 AWG � . . .. . . . .. : ... . . . ........................ .. . .. ... Dimensions with Safety Switch �� 30 5 x 12.5 x 7.2/775 x 315 x 184 30.5 x 12.5 x 10.5/ . _ in . ..�HxWxD) ............... ................ ................................ ........................................ . 775 x 315 x 260 mm�� ...... .. ..................................... ........... . Weight with Safety Switch - 51.2/23.2 I 54.%/24 7 88 4/40.1 � Ib/kg . ...................... ............... . ............... . ... .................. .. ............... ........... fdatural _ convect�on � Cooling Natural Conveetion and internal Fans(user replaceable) � fan(user j ........... ........... ... :...... . ..... .. ....... ........... .' . .. ................... .replaceable). .. ...... .... . . ..... . . ... ...... ... . . ................ . Noise <25 <50 dBA . ................ ........................ ........................................ .......................... ............................... ...................... ........ . Min.-Max.Operat�ng Temperature -13 to+140/-25 to+60(-40 to+60 version avadable�s�) °F/°C Rang?................. ........... . ............................... , .... . .......................................................................................... ..... ..... Protect�on Rat�ng NEMA3R ....... .................................. .................................. ........................................ ... �3�For other regional settings please contact SolarEdge support. � �'�A higher current source may be used,the inverter will limit its mput current to the values stated �3�Revenue grade inverter P/N SExxxxA-USOOONNR2(for 7600W inverter.5E7600A-U5002NNR2) �"�Rapid shutdown kit P/N•SE3000•RSD-51. �5�-40 version P/N SExxxxA-USOOONNU4(for 7600W inverter SE7600A-US002NNU4) � � ' ,-�1,..��. �,�;.>r� ..;�.; .:T.b'�"��'.'&.-..,� x•�;;�^. 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S,µd ��p" .P$ . },,� � �k T � i ��b�� , i xfw�g�{ �a �t ��% t�" � � . ��` �� , �+ �'' �' � � i � ' . �,g� �� . � � ��„�� " �� Canadian Solar's high quality and reliability modules are ensured by our � � .� � '' � 13 years of module manufacturing experience, well-engineered module � s��' .� �. ��Y design,stringent BOM quality testing, automated manufacturing process � 6 and 100%ELtesting. i � a 'Blacklrameproductcanbeprovideduponrequest ��g�p�y� B �ARRANTY&IfUSURANCE � PR0��9CT � KEY FEATURES Pow� ._...._....__..�_-------_—_ ________. output � 97% , Added value from warranty �° Excellent module efficiency up to 16.16% i 90% i I „,'+.:,Y'� � j . --x; High performance at low irradiance j o years �rv�s 10 15 _ 20 �_ 25_ � ;�; , above 96.5% 25 Year Linear power output warranty 10Year Product warranty on materials and workmanship d�„:' ,%'-o Positive power tolerance up to 5w �� r Canadian Solar provides 100%non-cancellable,immediate warranty ,�-� �, insurance > , High PTC rating up to 91.96% �,.�„,� PRO�flJ�'��AI�A�iE�/VE��'SYS�°�B�fd � CERTIFICATES* I EC 61215/I EC 61730.VDE/CE/MCS/J ET/S I I/CEC AU/I N M ETRO/CQC -e� " `d UL 1703/IEC 61215 performance:CEC listed(US)/FSEC(US Florida) :'% 2� UL 1703:CSA� IEC 61701 ED2�:VDE� IEC 62716:TUV � IEC60068-2-68:SGS •1. " Anti-glare module surface available � pV CYCLE (EU) � UN19177 Reaction to Fire:Class 1 1509001:2008 I Quality management system � � ISOT516949:2009 I The automotive industry quality management system < IP67junttionbox 15014001:2004 IStandardsforenvironmentalmanagementsystem T "°"�� long-term weather endurance OHSA518001:2007 I International standards foroccupational health and safety . �: "Please contact your sales representatrve for the entire list of certificates applicable to your products csn C (/� °-:� D�E �c��us\ q �s f ��A� � ca� PV OYGIE ��`t,CEIi7� v`� -, '� ?s,s!'..=.=� �` � � Heavy snow load up to 5400Pa ;�� - �%: wind load up to 2400Pa ;be� `` c�rt��,�o��so��o�e, ,: �� ..- Founded in 2001 in Canada,Canadian Solar Inc.,(NASDAQ:CSIQ)is the world's TOP 3 " $alt mi5t,ammonia and blown Sand solar power company. As a leading manufacturer of solar modules and PV project : ,,:*; resistance,for seaslde,farm and developer with about 7 GW of premium quality modules deployed around the world '"''` � desert environment „�- in the past 13 years,Canadian Solar is one of the most bankable solar companies in ' Europe, USA, Japan and China. Canadian Solar operates in six continents with customers in over 90 countnes and regions. Canadian Solar is committed to providing high quality solar products, solar system solutions and services to customers around the world. �• �' � , o ��. .GT�:w.��a .�E � �qr B•t'�P r}' :�'.:.. "b":'w .2f�.i " .. `��' �k.'r,h' tp"�r✓ e.�r' °"�y�.z, �, `R. ,.�, vm�^:M�,c.:w gq,:a:g"�.,i,;"a.,•. .sy. N°.; ..�r. ,�5�4;?a,y�.'�, �,��Siy;� n•a� wr z.,�'; ...� •.,�a �,^:. �'��^�"� r-z��. Fj�°, .'F �+r�%�x^�'�"F�ir W :�- .-.,�j�g:fg�,� , �.n ��7��(y�.�,.„n:.* 'v .CaC:,:'{�.,a� �� - `•�4��t,"�,`��N-' � ^��A�^ yf'"r� v'S�^., „a,�- ',�'�'y;r'�A.>�"b�� 1'.Ul.�':7,^`;r', ... .4!'` � �e� .,L5 a_ „"3,51`l.,.Ex.��,j.". * ��}'�X�Tv.�::s� °`,�r^��;,.�vr. °��re'A;a. .,��-°, „',7 rs.;ia.z:P�°,�_�"r.. '<yF^ `a. 4'" o �ry� :'�'";ia:w♦,�.::` .i7i.',�'.,be ,�,w,_ ..f y'a�' .s` ��r,�i�: 's� T�.i. �� v��.r. v'�' � �� e . , � �� 0 ��-�E �a�Fe�� t . ELECT�dlCAL DATA { STC fViODUI.� I ENGINEERING DRAWIMG(unit:mm) Electncal Data C56P-250P C56P-255P C56P-260P —"�" --"1 Rear View ^ Frame Cross Section � '�Nominal.MaximuFnPow,er (Pmax)=��'ZSOaW�`�"�255W. : 260W ' ( OptimumOperatingVoltage(Vmp) 30.1V 30.2V � .�30.4V�� ' Optimurri•Operating Curten4(Imp)"rc�,8.30`A�� 8.43 A aT� . 8�:56A;� ?' L'._�.. _. _. .._._.__. __ _..._�. _ . s � Open Circuit Voltage(Voc) � 37.2 V 37.4 V �37.SV � ,_Shor-taCircuitCurrent,(Isc)_ �.�,. �,� 8.87Q �W ��9YOOA_ _�.f 9.��A ��; � � Sedion A-A � I Module Efficiency 15.54% 15.85% 16.16% I �$0 "�,OperatingTempereturew_„_ _�`~ � �-40'C^'+85:�C. � ,„_ I Maximum System Voltage 1000V(IEC)/1000V(UL)/600V(UL) � � . LMaximum Series F.use,Ratin � � �� m 15,A- � � ....___ g:._`�_�� ;.:.._� ...._ ___ . .._._ .__..,.. ,�....m --- —•—•-- Application Classification Class A m ""'°` � � o � - �.:....:.: . _, -. , , �,, ._ w , .. , _.. , . ,-.,. _.,� � o #PowerTolerance__�.__�.u�_.____�.�._._.._..:-_. �.w.+5 W�._._��.__._::. I � v UnderStandard Test Conditions(STC)of irrodtance of 1000W/m',spectrum AM 1 5 and cell � �, temperetureof25'C i ( � � ��0 ELECTRICAL DATA I NOCT Electncal Data CS6P-250P C56P-255P CS6P-260P I i NominalMaximumPPowe"r,(Pmax)w'�."y�'181'W:..A �.�1851y_�W��-189W�=; .__._,�,._...._..._____._�_.._..__.__._..,_� ....._._ __.._.______�� Optimum Operating Voltage(Vmp) 27.5 V 27.5 V 27.7V „.._.;..,_�_-_.-, --------_,._�, _..--.__..._. .__._,..._:_..._,..___, .._,.....,.,�_____�. ?Optimum Operating Current:(Imp)"' 'li„ 6.60"A`,�;�,. 6.71.A__�`_,.,,6u80A `, ` ' Open Circuit Voltage(Voc) 34.2 V 34.4 V 34.SV `ShortClrcuifCurrent(Isc).� �` y � ' 7.�9mqT._ �'� 7:29A,_,� 7,39A'� ' C56�-255P I I-V CURVES Under Nominal Opereting Cell Temperature�NOCT),�rrediance of 800 W/m',spectrum AM 1.5, --- ambtent[emperoture 20'C,wind speed 1 m/s. , ,�„,�.,, � � ta ._. . _ __.__., .,. �.�.....__ �p .., ....�.,,. ....,.,,,, ._.. _._... 9 a.._.._, g - - �.,.�......_ f+liODULE I MECHANICAL DATA � g ...............,.�-.._,�._._.- s-_..... g .�._... ...... . Specification Data � -�- �.,--- ••-• . ••.-. �- � ---- -- , - -� - [CeI1�TY'pe..�'_"..._..:�__'�__.._ .��Y'..�.rys#alline,6iiictr�w__�.�..�..:.'.�.,..:� _s �._.� . .�� _..._ � _s Cell Arrangement 60(6 x 10) ` � � �'Dimensions` _�� '.N� ^�1638 z 982�x 40mm 64:5 x 38:7 x 1'.57in �� `5 ��m�`m"�. '�"�"�" �5 -�- _ .._. _. .�.:._�:._:.w:�.a.�.� (_.__.�_�..�......__' 1�_.�.� Weight 18.Skg(40.81bs) , "a .. -�. ,.-..•. -�.- .. -� "a ---. .-....�. ..... - .�.. .� .. ,,�.._, _.+,.. ... .•: w-�.. „.�.�. �.FrontaCove.r:___._.__...:�_,�..�.32_n[imtertJP_Qred:glass uv :.°::.�„�w�.�::i 3 _.______M�u__....� 3 m_.__.__. •- Frame Mater,ial Anodized aluminium alloy -----i000w/mz --s•c �Flunctioni80X=r��__._N..„..�.�._.�..�IP_67.;3.dioiles_s.„____..L;'_�,�._,_.�_��,;,.�;�s Z �aoow/mz---•----- 2 --zs-'e----- - - -- ,.. ,.�. V ., Cable 4mm'(IEC)/4mm=&12AWG 1000V(UL1000V)/ � P..,,_�""600W/m2 mm , ^^�45'C -400 W/m2 �rss��,.,.,._......_..._.. m, .. 12AWG(UL600V),1000mm(650mm is optional) o ,..___,a....__..�,w.,,_..,.,„„ � _._,�r,..,_.,�„,..-�.......-._.�.,,,...„-�.-.�.__-,;-..--�----._�.-....� o Co,nnector_s.��„W.�r;_•. _.�. .._�M�4.o,rMC�gcarr��.�rabl�_. �.� ._._�,;�._._.,,.,.�, 0 5 70 75 20 25 30 35 40 0 5 10 15 20 25 30 35 40 45 Standard Packaging 24pcs,504kg(quantity and weight per pallet) Voltage(V) Vollaga(V) ._ _ , , ., ------ �Mgdul;ePiecesPer,Container-�672pcs{40',H:qj_":��,,. _._.,�„„_. _ ,..�,.�.. "... TE�flPERATtJRE CNARACT'�RISTiCS ,..._.._�._._... ..._. .__.__ ___...._..._...___...._.___._.___..___________„ Speafication Data Partner 5ection � �Temperature Coefficien4.(Pmax) ;��`� _ :0.43%%°C e a _ __ �_W.. �, ' Tempereture Coefficie�t(Voc) -034%/°C �Temperature,rCoeff_icient.(Isc) „o_ _:,_z,_�_,";0.065.%/°C.„;,,��.„�.__�__.,_..,___._,,, Nominal Opereting Cell Temperature 45f2°C PEFtFOEifiAA[VCE e4T LO!!�!9RR�4DiAlVCE , , Industry leading performance at low irradiation,+96.5% module efficiency from an irradiance of 1000W/m=to 200W/mZ(AM 1 5,25°C) _ _ _ __ __ --- -- — J — - - � - - � 1 As there are diJJerent cerhJlmhon ieqwrements In d/Je�ent markets,p(ease contoc[your soles represenmtrve fo�the spedJ�c rertlflro[es oppLcable to your products The spenJ¢ahon and key Jeatures descn6ed m this Datosheet may deviate sl�ghtly ond are not guoranteed Due ta on-going�nnovohon,reseorth and pioduct enhoncement,Conodion Solar Inc rese�ves the rlght to moke any adJustment fo the�nJormotlon descr76ed herein ot any tlme wffhaut nohce Please always obtoln[he most recent verslon oJthe datasheet whlch shall be duly IncoiOa�a�ed inta[he 67nding contract made by[he parUes govern(ng all transoctfans relofed to the purchate ond sale of the produtts desc�lbed herein •'T:.�.' �1a� ' n t a'e � �. 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