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Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37673 Date: THIS CERTIFIES that the building SOLAR PANEL Location of Property: 19215 Soundview Ave, Southold 7/23/2015 7/23/2015 SCTM #: 473889 Sec/Block/Lot: 51.4-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/30/2014 pursuant to which Building Permit No. 39351 dated 11/7/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Perros, Alexander & Rahali, Miriam of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39351 05-20-2015 PLUMBERS CERTIFICATION DATED Authorized Signature SU TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 5 o SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39351 Date: 11/7/2014 Permission is hereby granted to: Zambratto, Gerlynn 126 Burtis Ave Oyster Bay, NY 11771 To: Installation of roof mounted solar panels as applied for. At premises located at: 19215 Soundview Ave. Southold SCTM # 473889 Sec/Block/Lot # 51.-1-18 Pursuant to application dated 10/30/2014 To expire on Fees: 5/8/2016. and approved by the Building Inspector. SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 E $100.00 Total: $200.00 Iding 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 l % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 �y Date. i' �I-? 9, W New Construction: Old or Pre-existing Building: (check one) Location of Property: " ��� 1)�PuSb I House No. Street Hamlet Owner or Owners of Property:Pe_rrD� Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 7 )' Date of Permit. Health Dept. Approval`. Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ &7 AD Applicant: SM&C C441 1� �� a$rtt _ n -- Underwriters Approval: ` Final Certificate 1/ (check one) Applicant Signature Town Ball Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roper. riche rtp_town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Alexander Perros Address: 19215 Soundview Ave City: Southold St: New York Zip: 11971 Building Permit #: 39351 Section: 51 Block: 1 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1-1 Twist Lock Exit Fixtures TVSS Other Equipment: Photovoltaic System To Include - 40 CS6P 255 Panels, 1- Zigbee 5000W Inverter, and 1-Zigbee 360OW Inverter, Combiner Box Notes: Inspector Signature: - Date: May 20, 2015 Electrical 81 Compliance Form.xls -" 414( r& gf DATE � � i � INSPECTOR�� July 3, 2015 Ryan Romard SolarCity- Long Island RE: Structural Engineering Approval Letter Perros, Alexander Residence 19215 Soundview Ave, Southold NY 11971 Job No. 119302 Date of installation 05/08/2015 Building Permit # 39351 To Whom It May Concern, I L,J II I JUL 2 i 2015 I, _ _J� I On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2010 Residential code (IRC) of New York State. Plans and calculations were stamped & signed with my professional engineer's seal. I certify that the solar panel installation was completed per approved plans, all applicable codes and manufacturer specifications. Additionally, the work has been completed in accordance with the provisions of the approved permits. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me. Sincerely, Rolf Armstrong, PE, SSE 2015.07061 16A2,01-07,400' ;0: Eclipse Engineering, as a third party, has provided a structural -only review of the enclosed project. 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 SOLARCITY.COM AZ ROC 243771, CA CSLB 888104, CO EC 8041, OR CCB 180498, TX TDLR 27006 FIELD 314SPE�QN R- BIP T DATE COMMENTS EOUNDAITON (1ST) ' FOUNDATION (7,M) . ROUGH FRIG Ss PLU-MING cn y INSULATION PER N. Y. STATE ENERGY COVE FINAL , ADDZTiONA�M'��D• 1�TS,_.•,r. , ..... , ... .... .. z 0W1% OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 Approved Disapproved a/c 20 Expiration '� 20�� D �CE�VE ®CT30M BLDG. DEPT. PERMIT NO. Building Insp BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board -approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application_ Flood Permit Single & Separate Stone -Water Assessment Form Contact: CATION FOR BUILDING PERMIT Date -C) , 20 Al INSTRUCTIONS La. This aT-'i���f1llUfCT hP pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months -from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building hlspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. - APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) qL;PSyA(Py-D.Y LOU r (M iling ad ss of applican ) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Sq Name of, owner,.ofprenises:•QV- (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. i e - Electricians License No. Other Trade's License No. 1. Location of land on w 'ch proposed work will be done: lc % \��— Over ou, 2 S- HouscNumber Street County Tax Map No. 1000 Section ,;;,,, .,! ,- Hamlet t - Block:t,ir: t o 1/C3 l Lot '•i 'i;i4 ...} t.�fd i!i i ell ` ... � i-:1t;'li. 7v i�'��{ i:Ci�.�!f7{((t(i' (i •i Subdivision .. • Ir Filed Map No. Lot ti 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy & , ( ,.p 11 5 R Intended use and occupancy Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Q)t�pMni)Sdta, Gth� L� (Description) Estimated Cost 5 C -Q) p3:�= Fee (To be paid on filing this application) Number of dwelling units on each floor If dwelling, number of dwelling units 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 Height Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories, Depth Rear 8. Dimensions of entire new construction: Front Rear Depth, Height Number of Stories'' 9. Size of lot: Front 10. Date of Purchase Rear Name of Fortner Owner 11. Zone or use district in which premises are situated Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 9C 13. Will lot be re -graded? YES NO .L Will excess fill be removed fiom premises? YES NO 14. Names of Owner of premises QJ6,aryker arm Address I eta, 1 "SDvJ)C1.0 one N_ r� 317 -tea Name of Architect k1 1 a� 9�-2Cer� reg Z3 ml P hone N _4 _Wt Name of Contractor �b\e��_d lresk "4(1Lhone No. b1L 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESNO * 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. ERICA RIOS STATE OF NEW YORK) NOTARY PUBLIC -STATE OF NEW YORK SS: No. 01 R16309544 COUNTY.IOF5A—% Qualified In Nassau County My Commission Explf@§ August 11. 2018 being duly sworn, deposes and says that (s)he is the applicant ( ams of individual signing contracts above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) '\sof said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 9 day of 0C be_,— 20 L� - � ERICA RIGS - NOTARY PUBLIC -STATE OF W O� Notary Public No. OIR16309 Signature of Applicant Qualified In Nassau County My Commission EXIDIMA August 11, 2018 Scott .A. Russell ,�� STORMWATIER- SvoPMVISOR MANAGEMENT 53095OMain Road -- SOi T€ MOLD rrt w YOPX T19n �syja� �, Town of Sou tho l d CW k..GR 236 - STORMW JV)�RMANAG-EMEDT.WORK SHt6 L1 (TO BE COMPLETED BY THE APPLICANT) DOES MS IR CI' INVOLVE ANY OF ',t'HE FOLLOWING (Gi= ALL VAT APPLM ; D. Clearing, grabbing, grading or stripping of land which affects more i than 5,000 square feet of ground surface. . 0 . Excavation or filling involving more than 200 cubic yards•of material within any parcel or any contiguous area.. El . C. Site preparation on slopes which exceed 10 feel vertical rise to i 100 feet of Horizontal distance. D . Site preparation within 100 feet of wetlands, beach, bluff or coastal erasion hazard area. f . Site preparation within the .one -hundred year floodplain as depicted— on FIRM Map of any watercourse. € . 1rlstallation 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-kind 'replacement of impervious surfaces. If yon answered NO to all of the quesdans above, STO l Complete the Appheant section below with your Name, Signature, Contact Information, bate & County Tax Map Numbcr! Chapter 236 sloes not apply to your project. 1f you ans►vered ITS to one or more of the above, please submit Two copies of a Wrmwater Management Control Plan and a completed Check Ust Form to the Building department wIf t�your Bmlding Pernalt Application. APP T_ (Property Owner. Design Profk%ionat, Asmt� Contractor, Othar) NAME \'4 anml - IT44MI Contact informmiolu PmPerty Address / Location of Construction Work -- `2. -e-Lo FORM "' SMCP-TOSMAY9094 S.CT.M- s_ 1000 Dain D;str o V Ig [/q section Birk Lot "FOR BUILDING DENARTWIENT USF O\LY "' Reviewed By: Date. J Approved for proce.%ing Building Permit. Stormwatcr Manageniem Cvrttral Plan Not Rrquired. Slormwater Management Control Pian is Required. (Forward to Engineering Deparlment for Review.) I /l # I gt[W7• ! ci.' 1.1.'171. -Rn -in 7 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roger.richert cCi.town soutfioid.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: ' �� ✓% L Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: '`Cross Streef: *Phone No_: Permit No.: Tax -Map District: I wv . erection: block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do -you need a Temp Certificate: YES ! NO Temp Information. (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form e. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 June 1, 2015 Alexander Perros 19215 Soundview Ave Southold NY 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Note: Certification is required by an architect or engineer that the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39351 k STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la. Legal Name & Address of Insured (Use street address only) 1b. Business Telephone Number of Insured (650) 963-5100 SolarCity Corporation 3055 Clearview Way lc. NYS Unemployment Insurance Employer San Mateo, CA 94402 Registration Number of Insured 49-892777 Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State, i.e., a Wrap -Up ld. Federal Employer Identification Number of Insured Policy) or Social Security Number 02-0781046 3a. Name of Insurance Carrier 2. Name and Address of the Entity Requesting Proof of Liberty Insurance Corporation Coverage (Entity Being Listed as the Certificate Bolder) 3b. Policy Number of entity listed in box "la" WA7-66D-066265-024 Town of Southold 980 Hawkins Ave. 3c. Policy effective period PO Box 708 Lake Grove, NY 11755 9/1/2014 to 9/1/2015 3d. The Proprietor, Partners or Executive Officers are ❑ included. (Only check box if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "T'. The Insurance Carrier will also note the above certificate holder within 10 days IF apolicy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "30; whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Theresa Fagan CA Licen OC12887 (P 'nt name of authorized representative or licensed agent of insurance carrier) I AApproved by: 9/1/14 (Signature) U (Date) Title: Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier: 213-443-0775 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-07) www.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue,such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-07), Reverse � A�®CERTIFICATE F LIABILITY INSURANCE DATE /YYYY) 09103!/20142014 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 MARSH RISK & INSURANCE SERVICES 345 CALIFORNIA STREET, SUITE 1300 CONTACT NAME` (A/CONo • E ac No): E-MAIL ADDRESS: CALIFORNIA LICENSE NO. 0437153 SAN FRANCISCO, CA 94104 09/01/2014 09101/2015 INSURER(S) AFFORDING COVERAGE NAIC # 998301-STND-GAWUE-14-15 INSURER A : Liberty Mutual Fire Insurance Company 16586 INSURED Ph (650) 963-5100 SolarCity Corporation INSURER B : Liberty Insurance Corporation 42404 INSURER C : N/A NIA INSURER D : 3055 Clearview Way San Mateo, CA 94402 Deductible $ 25,000 A INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: SEA -002493840-01 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE,LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE M OCCUR of Marsh Risk & Insurance Services TB2-661-066265-014 09/01/2014 09101/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED occurrence 100,000 PREMISES Ea $ MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY X PRO- LOC PRODUCTS - COMP/OP AGG $ 2,000,000 Deductible $ 25,000 A AUTOMOBILE X X X X LIABILITY ANY AUTO ALL OWNED X SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS Phys. Damage AS2-661-066265-044 09101/2014 09/01/2015 COEa aMBccINidentED SINGLE LIMIT 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident COMP/COLL DED: $ $1,000 / $1,000 B X UMBRELLA LIAB EXCESS LIAR X OCCUR CLAIMS -MADE TH7-661-066265.014 09/01/2014 09101/2015 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 DED I X I RETENTION $10,000 $ B B B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? N] (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WA7-66D-066265-024 WC7-661-066265-034(WI) 'WC DEDUCTIBLE: $350,000' 09/01/2014 09101/2014 09/0112015 09/0112015 X I WCSTATU- I OTH- LIMITSTORY E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Evidence of insurance CERTIFICATE HOLDER CANCFI I ATInN Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 980 Hawkins Ave. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 708 ACCORDANCE WITH THE POLICY PROVISIONS. Lake Grove, NY 11755 AUTHORIZED REPRESENTATIVE of Marsh Risk & Insurance Services Charles Marmolejo ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD R U 4 �ca 9isdar(Cfty. 3055 Clearview Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) 1 www.solarcity.com October 18, 2014 Project/Job # 119302 RE: CERTIFICATION LETTER Project: Perros Residence 19215 Soundview Ave Southold, NY 11971 To Whom It May Concern, Version #39.5 Digitally signed by Hussein Kazan Ey��Hussein ®����I �����,�.. "clocal,dr—SolarClty,ou=SolaTty Users, you=Blackwood, cn=Hussein Kazan, - e'mall=h kaza n@solarciry.com Date: 2014.10.2413:37:32-04'00' A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = 2010 Residential Code of NY State, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 120 mph, Exposure Category C - Ground Snow Load = 20 psf - MPI: Roof DL = 7.5 psf, Roof LL/SL = 17 psf (Non -PV Areas), Roof LL/SL = 8.8 psf (PV Areas) - MP3: Roof DL = 7.5 psf, Roof LL/SL = 17 psf (Non -PV Areas), Roof LL/SL = 8.4 psf (PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19994 < 0.4g and Seismic Design Category (SDC) = B < D On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2010 Residential Code of NY State. Please contact me with any questions or concerns regarding this project. Sincerely, Hussein Kazan, P.E. Professional Engineer Main: 888.765.2489, x9016 email: hkazan@solarcity.com 3055 Clearview Way San Mateo, CA 94402 r (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com .'PCK:;•I +: ': C:I�C:S[a%i�iNl(l.i, CC7 (C ?c..., [;i '�il�:0t+: i. 7% Clt; lill'�71C1l.lAn, GC ill^-. 7i7f,7:f?F: ri!/"1 ?A�i(1, \'A FITC; IC.it�i7? :1C'M1Sf'.�C 72F.�i•:P. Id.J li+i11(r'lfClli?:, 1,R GCB 110498 PA 077,1.+,: f X -nL 27006. k.A GC'I- 20l.; SN1, Qlt, All nonlc r,• :.,rvo.-l. � �gsdarCcot a a Mac km(MaM"M PW 2,6228M SVU(Muira� 0823o2n SoMw alm 10.18.2014 Version #39.5 INFORMATION & TABLE OF CONTENTS Project Name:' �J Perros Residence �__ AHJ: Southold Town _ Job Number: 119302 Building Code: 2010 Residential Code of NY State Customer Name:. _ _ _ _ Perros, Alexander __ Based On: __ IRC _2006 / IBC 2006 Address: _ _ 19215 _Soundview Ave_ Southold,___ NY .,_ _ ASCE Code: ASCE 7-05 City/State: Risk Cafegory _ Zip Code Upgrades Req'd? Stamp Req'd? T� No _ Yes, Latitude / Longitude: _11971 41.086701_ _72.428877�_'J _ _ Long Island SC Office: PV Designer: _ _Matt Morse Calculations: Hussein Kazan P.E. EOR: Hussein Kazanr P.E. Certification Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19994 < 0.4g and Seismic Design Category (SDC) = B < D 19215 Soundview Ave, Southold, NY 11971 Latitude: 41.086701, Longitude: -72.428877, Exposure Category: C LOAD 11rEMXZA7X_0 1 e MPI DV System Load V Module Weight (psf)- 2.5 psf lardware Assembl Weight s 0.5psf IV System Weight s 3.0 sff Roof Dead Load Non -PV Areas MaterIM Load Roof Category Description Lo MP1 Table 4-1 Roofing_Type -- _-- Comp Roof - ( 1 Layers) - 2.5 psf Re -Roof to 1 Layer of Comp? ASCE Eq: 7.4-1. No W Underlayment Rl Roofing_Paper 0.5 psf- _ Plywood Sheathing R2 Yes 1.5 psf Board_ Sheathing Lr _ None Equation 4-2 Rafter Size and Spacing Lr 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1.3 psf Yotai Roof Dead Load 7.5 psff MPI 7.5 Psf Reduced Roof LL Non -PV Areas VaWe ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area - --- At _ < 200 sf - -- - -- - - --- -- - - -- - - -- -- ---- -- -- - ---- -- -- - Roof Slope ASCE Eq: 7.4-1. 7/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 0.85 Section 4.9 Reduced Roof Live Load Lr 4 = Lo (Rj (112) Equation 4-2 Reduced Roof Live Load Lr 17 Rsff �P� 17.0 Psf Reduced Ground/Roof Love/Snow Loads - Code Ground Snow Load p9 20.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? PS-Pti Yes ASCE Eq: 7.4-1 44% Effective Roof Slope 300 ASCE Eq: 7.4-1. lioriz. Distance from Eve to Ridge W 700/0 14.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Cl� Partially Exposed Table 7-2 - - - - -- i p Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 _ Minimum Flat Roof Snow Load (wj Rain--on-Snow-Surcharge) Pf-min 14.0 psf 7.3.4 & 7.10 Flat Roof Snow Loadpf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 14.0 psf 70% ASCD Desi n Sloped of Snow (Load Over Surrounding Roof - Surface Condition of Surrounding CS -roof All Other Surfaces Figure 7-2 Roof PS-Pti 1..0 ASCE Eq: 7.4-1 44% Design Roof Snow Load Over Ps -roof = (Cs -roof Pf ASCE Eq: 7.4-1. Surrounding Roof Ps -roof 700/0 14.0 psf ASCE DesiMoped Roof Snow Load Over PV ModWes - Surface Condition of PV Modules CS _PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over agar ModWes PS-Pti P.-Pv ® (Cs-Pv) Pf ASCE Eq: 7.4-1 44% 8.7 psf COMPANY PROJECT WoodWorkso SOfftYMf6046Y00fl Of51GN ' Sep. 18, 2014 22:07 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 241 Bearing: tern Start End Start End DL Dead Full Area 518 7.50 (16.0)* psf PV LOAD Dead Full Area Joist 389 3.00 (16.0)* psf ROOF SL Snow Full Area - Anal/Des 14.00 (16.0)* psf *Tributary Wiath (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 16'-0.5" 13'-4" Unfactored: Dead Snow Factored: 108 125 112 130 Total 233 241 Bearing: F'theta 518 518 Capacity Joist 389 2720 Supports 586 - Anal/Des Joist 0.60 0.09 Support 0.40 - Load comb #2 #2 Length 0.50* 3.50 Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25 - Fcp sup 625 - -iminimum nearing iengtn setting usea: sic. for ena supports MP1 Lumber -soft, S -P -F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 - Timber -soft Beam, D Fir -L No.2; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 16-0.5; Pitch: 7/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); MP1.wwb WoodWorks@ Sizer SOFTWARE FORO,O:r DESIGN Woodworks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 34 Fv' = 155 fv/Fv' = 0.22 Bending(+) fb = 1230 Fb' = 1504 fb/Fb' = 0.82 Live Defl'n 0.61 = L/303 1.03 = L/180 0.59 Total Defl'n 1.14 = L/162 1.54 = L/120 0.74 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 201, V design = 188 lbs Bending(+): LC #2 = D+S, M = 775 lbs -ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection.' Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design (dotes: 1. Woodworks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3 Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. .CALCULATION OF DESIGNWIND LOADS__MPi _ M ��_ �_____ ____..v_� Mounting Plane -Information Roofing Material Comp Roof 6-3 PV System Ty Spanning Standoff Attachment Hardware) -"Comp _ _ _ SolarCity SleekMountrm __- Basic Wind Speed V No Mount Tyne C Fig. 6-1 Roof Slope_ qh = 0.00256 (Kz) (Kat) (Kd) (V^2) (I) 29.6 psf 30° Section 6.5.6.3,_ __ Rafter Spacing _"---_- Framin T e __ Direction _ _ 16" O.C. �Y-Y 25 ft �— _^^ Rafters _ -458 lbs Purlin Spacing _ _- X -X Purlins Only_ NA__ _ 500 lbs Tile Reveal Tile Roofs Only NA 91.6%' Tile Attachment System _ . ,Standing Seam Spacing Tile Roofs Only _ _ _ � NA SM Seam Only NA Wind Design Criteria Wind Design Code Wind Design Method ASCE 7-05 6-3 _ _ _, �,_._ _ _ ^Partially/Fully Enclosed Method _Table Section -6.5.7 Basic Wind Speed V 120 moh Fig. 6-1 _ Roof Style___ qh = 0.00256 (Kz) (Kat) (Kd) (V^2) (I) 29.6 psf _ _ C _ Gable/Hip Roof Section 6.5.6.3,_ Fig. 6-11B/_C/D-14_A/B _ 3 psf 25 ft �— Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure Topographic Factor.____ Wind Dire_ctionality_Factor Importance Factor r - KZ_ 0.95 6-3 _ Krt T ICd 'I'•�!` _ _ _`_ -' 1.00 _Table Section -6.5.7 _ 0.85 1.0' -' Table 6-4_ ~ �Table-6-1, Velocity Pressure qh qh = 0.00256 (Kz) (Kat) (Kd) (V^2) (I) 29.6 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (DOn) 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U „ Wind Pressure Down -28.2 psf 26.0 psf ;ALLOWABLE STANDOFF SPACINGS __ ? X -Direction Y -Direction Max Allowable Standoff_ Spacing _ __Landscape 64" 39" Max Allowable Cantilever _ _ Standoff Configuration _ Landscape _ 24" _ NA Landscape Staggered Max Standoff Tributary. Area Max Standoff_ TributaryArea PV Assembly Dead Load Trib ' _ W -PV_ ___ 17 sf, , PV Assembly Dead Load-- 3 psf —3 psfpsf Win Net d Uplift at Standoff " T -actual _ -458 lbs _ T _` -382 lbs Uplift Capacity of Standoff _ T -allow �� _ 500 lbs 500 lbs Standoff Demand Ca aci DCR 91.6%' X -Direction Y -Direction Max Allowable Standoff Spacing Max Allowable Cantilev_er Standoff Confi uration Portrait ^ 64" Portrait _ 14" _ NA Portrait z Staggered Max Standoff Tributary. Area Trib _ '14 sf•___ PV Assembly Dead Load-- W -PV —3 psfpsf Net Wind Uplift at Standoff____ T -actual—, _ T _` -382 lbs lift Ca Uppacity of Standoff _ _ _ - T_ -allow_ 500 lbs Standoff Demand Ca aci _ ~� DCR ^� _ _ _ '��� 76.4%^ ----- -- LOAD ITEMIZATION - MP3 . PV System Load PV Module Weight (psf) -- ^ -_ -- _ - -- - _ 2.5 psf Hardware Assembly Weight s 0,5134 PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description LO MP3_ Table 4-1 Roofing Type_ ----- Re -Roof to 1 Layer of Comp? _ - Underlayment Plywood Sheathing _ __ __ T_Y _ --Comp-Roof ^ -� _ - _ No Roofng Paper Yes _ -__310 Ps -roof = (C. -.f) Pf 1.5 psf -- _ _ _ 1 T A _ _ None _ Rafter Size and Spacing_ _ Vaulted_ Ceiling` MiscellaneousMiscellaneous _ Reduced Roof Live Load 2 x 6 @ 16 in. O.C. —.-- �_-- No- Items _1.7 psf _...-•---_-- -- �u1.3 psf y Total Roof Dead Load 17 esf, MP3) 7.5 psf MP3 7.5 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load LO 20.0 psf Table 4-1 _ Member Tributary Area__ Roof Slope _ .._! _ _ _ - _ _ _ _ < 200 sE 7/12 _ -__310 Ps -roof = (C. -.f) Pf _- Tributary Area Reduction_ M -_-_ Sloped Roof Reduction -- - - Rl_ -- _ _ _ 1 T A _ Section 4.9 - R2 Snow Importance Factor Section 4.9 _ Reduced Roof Live Load _ Lr _ _0.85�__ Lr = Lo (R,) (R2) _ Equation 4-2 Reduced Roof Live Load Lr 17 esf, MP3) 17.0 Psf Reduced Ground/Roof Live/ now Loads code Ground Snow Load p9 20.0 psf _ 1 ASCE Table 7-� Snow Load Reductions Allowed? _ -�---�----a _ _ Yes ps_p„ = (CS -p„) Pf, ASCE Eq: 7.4-1 Design Roof Snow Load Over _ -__310 Ps -roof = (C. -.f) Pf Effective_Roof Slope Horiz. Distance from Eve to Ridgg___ W T�.`_ 15.2 ft 13.7 psf Snow Importance Factor IS 1.0 Table 1.5-2 C.— _ Partiall i.0 posed Table 7-2y _ Snow Exposure Factor Snow Thermal Factor Ct All structures except i s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load —14.0 Rain—on-Snow Surchar9e)r_ pf-m�n - psf 7.3.4 & 7.10 Flat Roof Snow Load pf pf = 0.7 (Ce) (Co (I) pg; pf >_ pf-min Eq: 7.3-1 14.0 gsf 7001h ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of PV Modules Surface Condition of Surrounding Cs -roof All Other Surfaces Figure 7-2 Roof Design Snow Load Over PV 1.0 ps_p„ = (CS -p„) Pf, ASCE Eq: 7.4-1 Design Roof Snow Load Over PS -Pd Ps -roof = (C. -.f) Pf ASCE Eq: 7.4-1 SurroundingRoof Ps -roof 69% 13.7 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules Cs _PI Unobstructed Slippery Surfaces Figure 7-2 0.6 , Design Snow Load Over PV ps_p„ = (CS -p„) Pf, ASCE Eq: 7.4-1 Modules PS -Pd 8.4 psf 42% COMPANY PROJECT WoodWor& SOFE6YAR£ FOR IV000 DESIGN Oct. 18, 2014 16:261 MP3.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 240 219 tern Start End Start End DL Dead Full Area No 7.50 (16.0)* psf PV LOAD Dead Full Area No Capacity 3.00 (16.0)* psf ROOF SL Snow Full Area No 680 13.80 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 16-7.61 0' 0'-10" 13' Unfactored: Dead Snow 112 128 102 117 Factored: Total 240 219 Bearing: F'theta 518 518 Capacity Joist 680 2720 Supports 586 - Anal/Des Joist 0.35 0.08 Support 0.41. - Load comb 42 #2 Length 0.50* 3.50 Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 625 - *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports MP3 Lumber -soft, S -P -F, No.1/No.2, 2x6 (1-1/2"x6-1/2") Supports: 1 - Timber -soft Beam, D.Fir-L No.2; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 15'-7.6'; Pitch: 7/12; Lateral support: top= full,. bottom= at supports; Repetitive factor: applied where permitted (refer to online help); MP3.wwb Woodworks® Sizer SOFTWARE FOR WOOD DESIGN Woodworks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 31 Fv' = 155 fv/Fv' = 0.20 Bending(+) fb = 1007 Fb' = 1504 fb/Fb' = 0.67 Bending(-) fb = 19 Fb' = 897 fb/Fb' = 0.02 Deflection: 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 Interior Live 0.41 = L/409 0.70 = L/240 0.59 Total 0.78 = L/217 0.94 = L/180 Bending(+): LC #2 = D+S, M = 634 lbs -ft 0.83 Cantil. Live -0.09 = L/129 0.10 = L/120 0.93 Total -0.17 = L/68 0.13 = L/90 1.31 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fb'- 875 1.15 1.00 1.00 0.596 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 183, V design = 170 lbs Bending(+): LC #2 = D+S, M = 634 lbs -ft Bending(-): LC #2 = D+S, M = 12 lbs -ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. Mounting Plane Information Roofing Material _ Standoff Attachment Hardware _ Comp Roof _SolarCity SleekMountT"" Table 6-3 Section 6.5.7~� _ _ _ _ _ Pa_rt_ially%Fully Enclosed Method No Comp Mount V _ Roof Slope Rafter Spacing__._.._.__._..__ -._ Framing Type Direction _._ 310 --_= 16° O.C. Y -Y Rafters � v -- PurlinSpacing___.___.__ _____ ___ Tile Reveal _X -X Purlins Only,_ Tile Roofs Only__ _,_ NA - NA Fig. 6-116/c%D 14A/B _ _ ^ _ _ Tile Attachment System_____ IStanding Seam Spacing _ Tile Roofs Only_ SM Seam Only _- _ ` _� _. NA NA� T -actual T -allow Wind Design Criteria " Wind Design Code _ _ Wind Design Method _ T _ _�_ ASCE 7-05_ Table 6-3 Section 6.5.7~� _ _ _ _ _ Pa_rt_ially%Fully Enclosed Method Basic Wind Speed 4`— ^T_ V _ 120_mph �- `_- _ - ^FigL6-1 Exposure Categoy _-w.`_------ Roof StyGable/Hip Mean Roof Height � --_ C _--- _ -� _Section 6.5_6.3 _' h r Roof Fig. 6-116/c%D 14A/B �T 15 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ Topographic Factor__—_-_�__ KZ- ____ Krt .�._._ _ 0.85 _ -___._J--____-1.00 _- _ _ — Table 6-3 Section 6.5.7~� _Wind Directionali Factor - Importance Factor _ 0.85 �1.0 ' Table 6-4 Table 6-1 I Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) 26.6 sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Q. 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U Wind Pressure Down -25.3 psf 23.3 psf (ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing _ _ _ Max Allowable Cantilever Standoff Configuration i Landscape _ _-- _ 64" — —� ^ _ Y 39" _ — Landscape _ 24" _T NA _ Landscape _J Staggered Trib �__.. Max Standoff Tributary_ Area Trib _^ 17 sf W -PV PV Assembly Dead Load W -PV_ 3 psf T -actual T -allow _ —� _ Net Wind Uplift at Standoff �_. Uplift Capacity of Standoff _ -409 lbs 500 lbs ��T-actual— T -allow_ _ 500 lbs _ _ Standoff Demand/Capacity I DCR 813% X -Direction Y -Direction Max Allowable Standoff Spacing —_- Max Allowable Cantilever Standoff Configuration 32" 64" . ^_Portrait _ Portrait- Portrait 16'_ ' _� Staggered NA_ _ Max Standoff- TributaryArea ___ Trib �__.. _ _ ._— 14 sf PV Assembly Dead Load W -PV 3 psf T _ Net Wind ,Uplift at Standoff T -actual T -allow - �_- -341 lbs Uplift Capacity_of Standoff Standoff Demand/Capacity.DCR 500 lbs s_ 68.20/6 - V ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. COMPLY WITH ALL CODES OF CONIC CONCRETE 3: A NATIONALLY—RECOGNIZED TESTING APPROVEDAS NOTE NEW YORK STATE & TOWN CODES DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN AS REQUIRED EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. DATE:. J (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING # EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FE BY FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE NOTI Y BUILDING DEPARTMENT AT SOOT GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR HAZARDS PER ART. 690.17. 5. EACH UNGROUNDED CONDUCTOR OF THE 765-1802 8 AM TO 4 PM FOR THE sobi�lq _" GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY FOLLOWING INSPECTIONS: HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1. FOUNDATION - TWO REQUIRED -- N•Y nFr I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL FOR POURED CONCRETE. Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). 2- ROUGH - FRAMING & PLUMBING Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 3. INSULATION FINAL �����W�@�� OR 4. - CONSTRUCTION MUST kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC BE COMPLETE FOR C.O. USE IS UNLA LBW LOAD BEARING WALL MIN MINIMUM DISCONNECTING MEANS PER ART. 690.31(E). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN ALL CONSTRUCTION SHALL MEET THE FU� g p�q (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY REQUIREMENTS OF THE CODES OF NEW u�fT�l®�� �j CERVF°CATE \ NEST NEUTRAL LISTING. YORK STATE. NOT RESPONSIBLE FOR ®� ®��� p����6 NTS NOT TO SCALE 9. 9. MODULE FRAMES SHALL BE GROUNDED AT THE DESIGN OR CONSTRUCTION ERRORS, lLJ1 `� OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE , PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. MODULE FRAMES, RAIL, AND POSTS SHALL BE ELFEC WCAL PV PHOTOVOLTAIC 10. SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. RMSPE R I ��p R UNE RETAIN STORM WATER RUNOFF S STAINLESS STEEL PURSUANT TO CHAPTER STC STANDARD TESTING CONDITIONS 236 OF THE TOWN CODE, TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN - PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 R.C.N.Y.S. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. z MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Southold Town; REV BY DATE COMMENTS REV NAME DATE COMMENTS UTILITY: PSE&G—Long Island (Public Service Electric & Gas Co.) CONFIDENTIAL -THE INFORMATION HEREIN JOB NUMBER J B-119302 0 0 PREMISE OWNER: SHALL NOT BE USED FOR THE PERROS ALEXANDER DESCRIPTION: PERROS RESIDENCE DESIGN: Matt Morse `,easolarCiTYCONTANED BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 19215 SOUNDVIEW AVE 10.2 KW PV ARRAY �� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (40) CANADIAN SOLAR # CS6P-255PX PAGE PACE NAME 3055 Clearview Way SHEET; REV: DATE San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Multiple Inverters 917-318-0027 COVER SHEET 7:(650) 638-1028 F:(650) 638-1029 PV 1 10/16/2014 (666)-sm-cay (765-2489) www.sIarcltycom Huss CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT' IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -1 19302 00 MOUNTING SYSTEM: Como Mount Tvpe C (40) CANADIAN SOLAR # CS6P-255PX INVERTER: Multiple Inverters Front Of House PERROS, ALEXANDER 19215 SOUNDVIEW AVE SOUTHOLD, NY 11971 917-318-0027 PERROS RESIDENCE 10.2 KW PV ARRAY PAGE NAME SITE PLAN PITCH: 30 ARRAY PITCH: 30 MPI AZIMUTH: 168 ARRAY AZIMUTH: 168 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH: 168 ARRAY AZIMUTH: 168 MATERIAL: Comp Shingle STORY: 1 -Story PITCH: 31 ARRAY PITCH: 31 MP3 AZIMUTH: 78 ARRAY AZIMUTH: 78 MATERIAL: Com Shinqle STORY: 1 Story LEGEND Q (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO SITE PLAN � ,�;rtr �r r iii mix. ✓ .- DESIGN: Matt Morse SHEEE REV: DATE- PV ATEPV 2 10/16/2014 N W E S `10;;SolarCity 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcitycom & WARNING LABELS ® DC DISCONNECT & WARNING LABELS IEgI AC DISCONNECT & WARNING LABELS F DC JUNCTION/COMBINER BOX & LABELS 0 DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER 0 STANDOFF LOCATIONS o CONDUIT RUN ON EXTERIOR 00o CONDUIT RUN ON INTERIOR — GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED r, _-i I� 'I L _"J INTERIOR EQUIPMENT IS DASHED SITE PLAN � ,�;rtr �r r iii mix. ✓ .- DESIGN: Matt Morse SHEEE REV: DATE- PV ATEPV 2 10/16/2014 N W E S `10;;SolarCity 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcitycom A SIDE VIEW ®F MP1 NTS (E) 20 MP]. X -SPACING X -CANTILEVER -Y-SPACING Y -CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 32" 14" RAFTER 2x6 @ 16" OC ROOF AZI 168 PITCH 30 STORIES: 2 ARRAY AZI 168 PITCH 30 C.J. 2x6 @16" OC Comp Shingle PV MODULE 5/16' BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA STAINLESS STEEL LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER 1 STANDOFF Scale: 11/2" = 1' INSTALLATION ORDER aoe NUMBER: JB -1 19302 00 (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. \��. �iNpslp MOUNTING SYSTEM: Comp Mount Type C (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. • SolarCity. (3) INSERT FLASHING. SOUTHOLD NY 11971 (4) PLACE MOUNT, ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (40) CANADIAN SOLAR # CS6P-255PXSOLA (5) INSTALL LAG BOLT WITH SEALING WASHER. 3055 Clearview Way San Mateo, CA 94402 SHEET. r ppm G(6) INSTALL LEVELING FOOT WITH BOLT & WASHERS. (E) 2x6 MP3 X -SPACING X -CANTILEVER Y -SPACING I Y -CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 32" 16" RAFTER 2x6 @ 16" CIC ROOF AZI 78 PITCH 31 STORIES: 1 ARRAY AZI 78 PITCH 31 C.J. 2X6 @16" OC Comp Shingle CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE aoe NUMBER: JB -1 19302 00 PREMISE OWNER: DESCRIPTION: PERROS, ALEXANDER PERROS RESIDENCE DESIGN: Matt Morse \��. �iNpslp MOUNTING SYSTEM: Comp Mount Type C BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 19215 SOUNDVIEW AVE 10.2 KW PV ARRAY • SolarCity. PART TO OTHERS OUTSIDE THE RECIPIENTS SOUTHOLD NY 11971 MODULES ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (40) CANADIAN SOLAR # CS6P-255PXSOLA PACE NAME. 3055 Clearview Way San Mateo, CA 94402 SHEET. r ppm INVERTER: Multiple Inverters PERMISSION OFCITY ISOLARCITY INOIC..T THE WRITTEN 917-318-0027 STRUCTURAL VIEWS PV 3 10/16/2014 (888) `SOL,CITY (765-2489) www.sdm638-1028 F.(650) 'ctycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number: Square D Inv 1: DC Ungrounded INV 1 -(1)ABB PVI-4.2-OUTD-S-US-Z-A -(40)CANADIAN SOLAR # CS6P-255PX AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 46955621 Inv 2: DC Ungrounded AFCl Zigbee 420OW, 2A/LA�4BE�L%'26v, 969x/969./96% PV Module; 255% 234.3W PTC, Black Frame, MC4, ZEP Enabled INV 2 Overhead Service Entrance ignverter, —(1)AFa Tnverrte�' Tq ee42o w 2A/M4 208v, 96%/96%/96% Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER N 125A MAIN SERVICE PANEL SolarCity N 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 IND (E) WIRING 100A/2P 9 ABB A 6 A❑1 DC+ Vstart = DEFAULT PVI-4.2—OUTD—S—US—Z—A MP 1 1x10 (E) LOADS ml LI zaov r---------- — ec — — — — — ------------ —— -----� — /�� L2 DC+ I 25A/2P --— —————————————— N —GEC/ Dc -- I 5 2 Dc+ VStart=DEFAULT A r—_________------------___-- ————— TN D Da MP 1: 1x10 B I GNDIP—DC+ EGC -- ——— — — — — —— _EGC ----� ------------ ——-----` —— —--—— —————— — _ I N (1)Conduit Kit; 31e PVC, Sch. 80 -----j Inverter 2 IND EGGGEC— tZa -I 10 ABB ABB 8 3 Dc+ Vstart=DEFAULT I I PVI-4.2—OUTD—S—US—Z—A DC- MP 2: 1x11 Z 25A/2P I I A II L� 2aov --------- rill ------------ — ------- — —EGC-----------------J B I L2 OC+ TO 120/240V N I I SINGLE PHASE N EGG DG Dc+ 7 4 DC+ Vstart = DEFAULT UTILITY SERVICE I ♦------------------------------------------------- — GEC ---T Dc MP 1: 1x9 GND _ _ EGC ---- EG ————————— —----j tl)Condult I I I Kit; 3/4° PVC, Sch. 80 Voc* = MAX VOC AT MIN TEMP POI (1 )Ground Rod; 5/8' x 8', Copper AC A (I SolarCityy pg 4 STRING JUNCTION BOX 2x2 STRMGS, UNFUSED, GROUNDED ®C OI4F 9 5T(1)AWG #10, THWN-2, Black (1)AWG #10, THWN-2, Red ® 1 AWG #10, THWN-z Black (1)AW'G #10, THWN-2, Red Vac* =445.21 VDC Vmp = 302 VDC Isc = 9 ADC Imp= 8.43 ADC 2 AWG #10, PV WIRE Black ® (1)AING #6, Solid Bare Copper EGC Voc* =445.21 VDC Isc = 9 ADC Vmp = 302 VDC Imp= 8.43 ADC L (1)AWG #10, THWN—$ White NEUTRAL Vmp =240 VAC Imp=20 AAC -, Green , .EGC/GEC-(1)Canduit_ Kit;.3/4' PVC,, Sch.80 _ , -0 )AWG #8,,TH,WN2, (1)AWG #10, THWN-2, Black © (1 AWG #10, THWN-2, Green T99 (1 AWG #10, THWN-2, Black (1)AWG #10, THWN-2, Red , _ . , .. ,, Voc* = 445.21 VDC Vmp = 302 VDC Isc = 9 ADC Imp= 8.43 ADC (2)AWG #10, PV WIRE, Black O (1 )AWG #6, Solid Bare Copper EGC Voc* =445.21 VDC Isc = 9 ADC Vmp = 302 VDC Imp= 8.43 ADC _ ®� (1) AWG . #10, THWN-2, Red (1) AWG #10, THWN72, Green EGC . (I)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20 AAC —(1)AWG #8, 1HWN-2,_Green EGC/GEC_ (1)Conduit Kit; 3/4' PVC,, Sch; 80 O (1)AWG #10, THWN-2, Black (1)AWG #10, THWN-2, Red Voc* = 400.69VDC Vmp =271.8 VDC Isc = 9 ADC Imp=8.43 ADC (2 AWG #10, PV WIRE, Black ® (1)AWG #6, Solid Bare Copper EGC Voc* = 489.73VDC Isc = 9 ADC Vmp =332.2 VDC Imp=8.43 ADC , , (1 AWG #10, 1HWN-2, Green EGC ® (1)AWG #10, THWN-2, Black (1)AWG #10, THWN-2, Red Voc* = 489.73VDC Vmp = 332.2 VDC Isc = 9 ADC Imp= 8.43 ADC®Icii—(1)AWG �'�— (2)AWG #10, PV WIRE, Black #6, Solid Bare Copper EGC Voc* = 400.69VDC Isc = 9 ADC Vmp = 271.8 VDC Imp= 8.43 ADC CONFIDENTIAL —THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER J B-119 3 0 2 0 0 PREMISE OWNER: PERROS, ALEXANDER DESMPIION: PERROS RESIDENCE DESIGN: Matt Morse �. , MOUNTING SYSTEM: Comp Mount Type C BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 19215 SOUNDVIEW AVE 10.2 KW PV ARRAY A �..� ,,,SOIarClty PART TO OTHERS OUTSIDE THE RECIPIENTS SOUTHOLD NY 11971 MODULES- THE SALE ANORGANIZATION D USE OF ITHE RESPECTIVE N CONNECTION NTH (40) CANADIAN SOLAR # CS6P-255PX3055 PAGE NAME aeorCA view way SHS' REV- DATE INVERTER' Multiple Inverters SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 91 7-31 8-0027 THREE LINE DIAGRAM PV 4 10 16 2014 / / T: (650) 638-1028Mateo. F:(94402 —1029 (888)—SOL—CITY 1028 F.(6 0) 638-1029 Label Location: (C)(CB) Per Code: NEC 690.31.G.3 Label Location: PHOTOVOLTAIC DO (DC) (INV) 13MCONNEC T Per Code: NEC 690.14.C.2 MAXAMUM POWER- A P0•,INT CUR=R_ENT (II,mip)_ MAX+IMU'M POOWEP��V 12 INT VOLTAGE VM MAX+IMUM SYSTEM V VOLTAGE (Vw, SH'©RT-CIRCUIT A CURRENT (Isc) WARNING ELECTRICAL SH©GK HAZARD DO NOT TO• UCH TERMINALS TERMIINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION D'C VOLTAGE IS ALWAYS P'RE--SENT WHEN R DULES SOLAARE E�X+POSEMO D TO SUNLIGHT WARNING ELE-CTRIC SHOCK HAZARD SIF A GRO• UN© FAULT I'S INDiICATED+ N'O• RMALLY GP'.•OUNDED CONDUCTORS N1AY BE UNG_R�O;UNDED AND ENERGIZE=D Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (DC) (CB) Per Code: NEC 690.17(4) Label Location: (DC) (INV) Per Code: NEC 690.5(C) Label Location: PHOTOVOLTAIC AC (AC) (POI) DDSCONNIECT Per Code: NEC 690.14.C.2 WARNING E=LE=CTRIC SHOCK HAZARD DD ©NO•T TO• UCH TER''MINALS TERMINALS O• N BOTH LIME AND LOAD SIDES MAY BE E-NERGIZED IN THE OPEN PO•SITLw, Will WARNING INVE=RTE`-R OUTPUT CONNECTIO• N DO+ NOT R+ELO•CATE THIS OVERCURR+ENT DEVICE PHOTOVOLTAIC POINT ©F WARNING: ELrE�CTRIC SHOCK HAZARD. DO+ NOT TO• UCH TERMINALS. TER+MINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE DE --ENERGIZE BOTH SOUR+CE AND MAIN BREAKER. PV POWER SOURCE MAM IMU'M AC A OPERATING CURRE=NT MAXIMUM AC V OPE=RATING VOO'LTAGE Label Location: (AC)(POI) Per Code: NEC 690.17.E Label Location: (POI) Per Code: NEC 690.64.8.7 Label Location: (POI) Per Code: NEC 690.17.4; NEC 690.54 LabelLocation: CAUTION ' Per ..- PHO•TO• VOO LTAIC SYSTEM CIRCUIT IS BAGKFED 690.64.B.,'. Label• • CAUTION ' • DUAL POO WER S©URCEPer Code: SECO'N'D SO+UR,C*E ISNEC 690.64.13.4 PIII OTOVO• LTAIC SYSTEM WfARNING ELE-CTRIC SHOCK HAZARD THE ©C C©NDUCTORS O• F THIS P'HO• TOO V©LTAJC SYSTEM ARSE UNG'ROU�ND�E=D AND MAY BE ENER011V D Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR I ���.7�� 000 SED THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC Label Set•���� solarcit m � MM EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Label UM MAXdMiAC APer ' ' • OPERATING CURiR+E=NT Code: MAX4MUM AC V NEC .. O'PERATfNG VOLTiAGE WARNING E=LE=CTRIC SHOCK HAZARD DD ©NO•T TO• UCH TER''MINALS TERMINALS O• N BOTH LIME AND LOAD SIDES MAY BE E-NERGIZED IN THE OPEN PO•SITLw, Will WARNING INVE=RTE`-R OUTPUT CONNECTIO• N DO+ NOT R+ELO•CATE THIS OVERCURR+ENT DEVICE PHOTOVOLTAIC POINT ©F WARNING: ELrE�CTRIC SHOCK HAZARD. DO+ NOT TO• UCH TERMINALS. TER+MINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE DE --ENERGIZE BOTH SOUR+CE AND MAIN BREAKER. PV POWER SOURCE MAM IMU'M AC A OPERATING CURRE=NT MAXIMUM AC V OPE=RATING VOO'LTAGE Label Location: (AC)(POI) Per Code: NEC 690.17.E Label Location: (POI) Per Code: NEC 690.64.8.7 Label Location: (POI) Per Code: NEC 690.17.4; NEC 690.54 LabelLocation: CAUTION ' Per ..- PHO•TO• VOO LTAIC SYSTEM CIRCUIT IS BAGKFED 690.64.B.,'. Label• • CAUTION ' • DUAL POO WER S©URCEPer Code: SECO'N'D SO+UR,C*E ISNEC 690.64.13.4 PIII OTOVO• LTAIC SYSTEM WfARNING ELE-CTRIC SHOCK HAZARD THE ©C C©NDUCTORS O• F THIS P'HO• TOO V©LTAJC SYSTEM ARSE UNG'ROU�ND�E=D AND MAY BE ENER011V D Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR I ���.7�� 000 SED THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC Label Set•���� solarcit m � MM EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. The SolarCity SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMount utilizes Zep CompatibleTM modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance. • Utilizes Zep Solar hardware and UL 1703 listed Zep CompatibleTM modules • Interlock and grounding devices in system UL listed to UL 2703 © Interlock and Ground Zep ETL listed to UL 1703 as "Grounding and Bonding System" ® Ground Zep UL and ETL listed to UL 467 as grounding device • Painted galvanized waterproof flashing • Anodized components for corrosion resistance • Applicable for vent spanning functions Components 5/16" Machine Screw B Leveling Foot Lag Screw D Comp Mount Comp Mount Flashing B%U d January2013 OOMPgT�A `0(a UL. LISTED -�MPP� January2013 tD Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 Seal pilot hole with roofing sealant 3 Insert Comp Mount flashing under upper layer of shingle 4 Place Comp Mount centered upon flashing 5 Install lag pursuant to NDS Section 11.1.3 with sealing washer. Secure Leveling Foot to the Comp Mount using machine Screw ®7 Place module Key Features I Quick and easy to install, dramatically reduces installation time ® Lower system costs - can cut rooftop installation costs in half pAesthetic seamless appearance - low profile :'with auto leveling and alignnlent • Built-in hyper -bonded grounding system - if it's mounted, it's grounded p Theft resistant hardware ®, Ultra-low parts count - 3parts for the mounting and grounding system Industry first comprehensive warranty insurance by AM Best rated leading, insurance companies in the world Industry leading plus only power tolerance: 0 —+5W ® Backward compatibility with all standard rooftop and ground mounting systems Backed By Our New 10/25 Linear Power Warranty Plus our added 25 year insurance coverage 197% Added Value F so% rorty Warranty a% 5 10 15 20 25 • 10 year product warranty on materials and workmanship • 25 year linear power output warranty Next Generation Solar module NewEdge, the next generation module designed for multiple types of mounting systems, offers customers the added value of minimal system costs, aesthetic seamless appearance, auto groundingand theft resistance. The black -framed CS6P-PX is a robust 60 cell solar module incorporating the groundbreaking Zap compatible frame. The specially designed frame allows for rail -free fast installation with the industry's most reliable grounding system. The module uses high efficiency poly -crystalline silicon cells laminated with a white back sheet and framed with black anodized aluminum. The black -framed CS6P-PX is the perfect choice for customers who are looking for a high quality aesthetic module with lowest system cost. e 235 quality control points in module production EL screening to eliminate product defects a Current binning to improve system performance Accredited Salt mist resistant Best Warranty Insurance a 25 years worldwide coverage a 100% warranty term coverage Providing third party bankruptcy rights c Non -cancellable a Immediate coverage a Insured by 3 world top insurance companies Comprehensive Certificates a IEC 61215, IEC 61730, IEC61701 ED2, UL1703, CEC Listed, CE and MCS • IS09001: 2008: Quality Management System • ISO/TS16949:2009: The automotive quality management system • IS014001:2004• Standards for Environmental management system • QC080000 HSPM: The Certification for Hazardous Substances Regulations • OHSAS 18001:2007 International standards for occupational health and safety • REACH Compliance ® rYE .� csPaaC \ \ / Vb GYatEt.�.CEm,1 www.canadiansolar.com Electrical Data CS6P-235/240/245/250/255PX - ' black®framed 5P CS6P-250P CS6P-255PX Temperature Characteristics STC CS6P-235P CS6P-240P CS6P-24 Nominal Maximum Power (Pmax 235W 240W 245W 250W 255W Optimum Operating Voltage (Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Optimum Operating Current (Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Open Circuit Voltage (Voc) 36.9V 37.OV 371V 37.2V 37 4V Short Circuit Current (Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40°C -+85°C Maximum System Voltage 1000V IEC /600V UL Maximum Series Fuse Rating 15A Application Classification Class A Power Tolera nce 0-+5W Temperature Coefficient Pmax -0.43%/°C Voc -0.34 %PC Isc 0.065 %/°C Normal Operating Cell Temperature 45t2'C Performance at Low Irradiance Industry leading performance at low irradiation environment, +95.5% module efficiency from an irradiance of 1000_ w/m'to 200w/m' (AM 1.5, 25 'C) Under Standard Test Conditions (STC) of Irradiance of 1000W/m', spectrum AM 1.5 and cell temperature of 25C Engineering Drawings NOCT CS6P-235P CS6P-240P CS6P-245P CS6P-250PX CS6P-255PX Nominal Maximum Power (Pmax) 170W 174W 178W 181W 185w Optimum Operating Voltage (Vmp) 27.2V 27.3V 27AV 27.5V 27.5V Optimum Operating Current (Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage (Voc) 33.9V 34.OV 34.1V 34.2V 34AV Short Circuit Current (Isc) 6.86A 6.96A 7.08A 719A 7.29A Under Normal Operating Cell Temperature, Irracliance of 800 W/m', spectrum AM 1.5, ambient temperature 20'C. wind speed 1 m/s Mechanical Data (6 Cell Type Poly -crystalline 156 x 156mm, 2 or 3 Busbars Cell Arrangement 60 x 10) Dimensions 1638 x 982 x 40mm (64.5 x 38.7 x 1.57in) Weight 20.5kg (45.2 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J -BOX IP65, 3 diodes Cable 4mm'(IEC)/12AWG(UL), 1000mm Connectors MC4 or MC4 Comparable Standard Packaging (Modules per Pallet) 24pcs Module Pieces per container (40 ft. Container) 672pcs (40'HQ) I-V Curves (CS6P-255PX) p �----_' I e l Section A -A 1 1 r i 350 v 5 +i �'a 2 -15V I _45C 1.5 •Specifications included in this datasheet are subjecltcchangewithoutpriornotice. - About Canadian Solar Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was companies. As a leading vertically -integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in manufacturer of Ingots, wafers, cells, solar modules and November 2006. Canadian Solar has module manufacturing solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. - , _ _ _ _ EN -Rev 10.17 Copyright 0 2012 Canadian Solar Inc. Highlights: — Single phase and split phase output grid connection. — Wide input range for increased stringing flexibility. — The high speed and precise MPPT algorithm offers real time power tracking and improved energy harvesting. — Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions. — Integrated DC disconnect switch in compliance with international Standards (-S Version). Power and productivity //��� [D [IF) for a better world TM 01�A I � 0D Additional highlights: — RS -485 communication interface (for connection to laptop or data logger). — Integrated Arc Fault Detection and Interruption (-A Version). Technical data and types I This family of single-phase string The high-speed MPPT offers real - inverters complements the typical time power tracking and improved number of rooftop solar panels energy harvesting. enabling home -owners to get the most The flat efficiency curve ensures high efficient energy harvesting for the size efficiency at all output levels allowing of the property. a consistent and stable performance PVI-3.6-OUTD-US PVI-3.8-OUTD-US across the entire input voltage and This inverter offers a dual input output power range. section that processes two strings The transformerless operation gives the with independent Multiple Power Point highest efficiency of up to 97.0%. Tracking (MPPT). The wide input voltage range makes This is especially useful for rooftop the inverter suitable to low power installations with two different installations with reduced string size. orientations from two sub -arrays This rugged outdoor inverter has been oriented in different directions. (For designed to be a completely sealed example: East and West) unit able to withstand the harshest The dual input sections with environmental conditions. independent MPPT enable a more 420OW optimal energy harvesting condition. 40 F to +176 F { 40 C to +80°C)_ .....- Highlights: — Single phase and split phase output grid connection. — Wide input range for increased stringing flexibility. — The high speed and precise MPPT algorithm offers real time power tracking and improved energy harvesting. — Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions. — Integrated DC disconnect switch in compliance with international Standards (-S Version). Power and productivity //��� [D [IF) for a better world TM 01�A I � 0D Additional highlights: — RS -485 communication interface (for connection to laptop or data logger). — Integrated Arc Fault Detection and Interruption (-A Version). Technical data and types I Reverse polarity.protection Yes Over-voltage_protection type Varistor, 2 far each channel PV array ground fault detection Pre start-up Riso and Dynamic GFDI (requires floating arrays) ( Output protection devices 4 Anti-islanding protection Meets UL 1741/IEEE1547 requirements Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US I Mechanical specifications -'_ - :a ' Maximum effciency ...... 96.9%, 97% 97q __ ..... ;- `' 96% .' . ` Night time consumption < O.6W°„° : ,- , 1i Nominal output power 7_ 3000W D dr 16 characters.x 2 lines LCisplay Remote�monitoring 71%Rs4i36 incl.) 360OW 3W0 380OW Ambient air operating temperature range 420OW Ambient air storage temperature range ................ ....... 40 F to +176 F { 40 C to +80°C)_ .....- 3000 `93U0{ ` 9300' 3600 4060 4600' 3300 4200' . 4200' 4200 "4660" 4600' Maximum output power wattage W...;. W. W W W W ;. W ...W...-.. � W �' W W Rated grid P,C voltage 208V ... 240V 277V" 208V „W , 240V 277V 206V 240V" 277V 208V 240V �� 277V I Input side (DC) Number of independent MPPT channels 2 2 2 2 .................. . Maximum usable power for each channel _ 2000W 3000W _ 3000W 3000W .. . ........... . .......... Absolute maximum voltage (Vmax) ,_600V 200V (adj. 120-360V)„ ..... ... _. Full power MPPT voltage range 160-530V 120 530V 140-530V 140-530V Operating MPPT voltage range 0.7 x Vrt - 580V {>=90V) Ivlazimum current (Idcmax) for both MPPT In 20A 32A 32A 32A arallel Maximum usable current per channel 10A 16A 16A 16A Maximumsh'o'rt circuit current limit per . A 12.5A 20.OA 20.OA A 20' OA' channel Number of wire landing terminals per channel 2 pairs Array wiring termination Terminal block, pressure clamp, AWG10-AWG4 i Output side (AC) Grid type 10 Split- 10 10 split- ' 10/ 1 Split- ' 10 10 Split- ' 10 connection 2W O/3W 0/3W 2W 2W 0/3W . 0/3W 2W Adjustable voltage range (Vmin-Vmax) M 183 - .,. ._. - ' _2W .,. 244- _2W 183- ... 211- 244- 183- .:. .,. 211- _2W .,..2W 244- 198- ' 211- ' 244- 228V .__ 2§4y_ 304V — 228y ,:, 264V 394V Grid frequency , Adjustable grid frequency range „ „ „ ,_, .,.. ,. ,_. ....... __, _......._... 57.60.5Hz Maximum current (1..—) 14.5 14.5 12.0 17.2 16.6 16.0 16.0 16.0 1e6.0 20.0 2e0.6 20.0 ... .. ARM&. .:. ARM6•..-. ARM6. ARM6..-. ARM6• ARM6......AAM6. •:. ARM...:. .AAM6..:. .,%Ms..:. &.6..-. AAM6 Power factor > 0;995 Tota{ harmonic distortion at rated power „ , ,,, < 2%, I Input protection devices, I Reverse polarity.protection Yes Over-voltage_protection type Varistor, 2 far each channel PV array ground fault detection Pre start-up Riso and Dynamic GFDI (requires floating arrays) ( Output protection devices 4 Anti-islanding protection Meets UL 1741/IEEE1547 requirements Over -voltage protection type Varistor, 2 {L, - Lz / L, - Gl Maximum AC OCPD Rating 20A,,,° (Efficiency Maximum effciency ...... 96.9%, 97% 97q __ ..... CEC efficiency 96% I Operating performance Night time consumption < O.6W°„° Stand-by consumption < 8W°„° i Communication 7_ User -interface D dr 16 characters.x 2 lines LCisplay Remote�monitoring 71%Rs4i36 incl.) (o t.) VSN700 Data Log e Environmental Ambient air operating temperature range _: 13°F to +140°F with derating above 122°F (50°C) Ambient air storage temperature range ................ ....... 40 F to +176 F { 40 C to +80°C)_ .....- Relative humidity . o 0-100% RH condensing ..._............._..................... Acoustic noise emission level <96 db {A) ®1 m ........................ Maximum operating altitutde without derating ..................._............_. 6560 ft {2000 m) 1. Capability enabled at nominal AC voltage and with sufficient DC power available. 2 ABB Solar Inverters I Product flyer for PVI -3.0/3.6/3.8/4.2 TL-OLITD