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HomeMy WebLinkAbout39312-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 7/23/2015 No: 37672 Date: 7/23/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 400 Green Hill Ln, Greenport SCTM #: 473889 Sec/Block/Lot: 33.-3-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/14/2014 pursuant to which Building Permit No. 39312 dated 10/24/2014 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 Tully, Christian & Tully, Jeanette of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39312 11-17-2014 Authorized Signature Permit #: 39312 • IT 1 ,• •, 110 SOUTHOLD, (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVE® PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZE®) Permission is hereby granted to: Tully, Christian & Tully, Jeanette 3663 Smith St h, NY 11793 To: Installation of solar panels as applied for. At premises located at: 400 Green Hill Ln. Green Sec/Block/Lot # 33.-3-11 ®ate: 10/24/2014 Pursuant to application dated 10/14/2014 and approved by the Building Inspector. To expire on Fees: 4/24/2016. SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 .t Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT "TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1 Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. �� I New Construction: Location of Property: ouse No. Old or Pre-existing Building: Owner or Owners of Property: (L Y\n Suffolk County Tax Map No 1000, Section Subdivision Permit No. _?�, 6t-> v), Health Dept. Approval: Planning Board Approval: Street Block Filed Map. (check one) Lot Lot: Hamlet Date of Permit: Applicant: \ (a At Request for: Temporary Certificate Fee Submitted: $ Underwriters Approval: Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger. richertP_toWn.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Christian Tully Address: 400 Green Hill Lane City: Greenport St: NY Zip: 11944 Building Permit#: 39312 Section: 33 Block: 3 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 51331 -me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Heat Duplec Recpt Ceiling Fixtures HID Fixtures Hot Water GFCI Recpt Wall Fixtures Smoke Detectors A/C Condenser Single Recpt Recessed Fixtures CO Detectors A/C Blower Range Recpt Fluorescent Fixture Pumps Appliances Dryer Recpt Emergency Fixtures Time Clocks Switches Twist Lock Exit Fixtures TVSS g KW roof mounted PV system to include, 32 -Canadian Solar CS6P-250PX panal: 1-Solaredge SE6000A inverter 1 -AC disconnect Notes: Inspector Signature: Date: Nov 17 2014 IV 81 -Cert Electrical Compliance Form.xls Yl M6=-" NSPECTQ9 July 3, 2015 Ryan Romard SolarCity- Long Island RE: Structural Engineering Approval Letter Tully, Jeanette Residence 400 Green Hill Ln, Greenport NY 11944 Job No. 119238 Date of installation 11/04/2014 Building Permit # 39312 To Whom It May Concern, LI� JUL 2 1 ' '' 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, RolfArmstrong, PE, SE 2015:07:06 16:411-31- "0' EC Ll PSE E N G I N E E R I N G 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 r (650) 638-1029 S®LARCITY.COM AZ ROC 243771, CA CSLB 888104, CO EC 8041, OR CCB 180498, TX TDLR 27006 4 FOUNDATION (1ST) s-------Tsa........ FOUNDATION (2ND) ROUGH YROJ3NC PLY { G INSULATION PER N. Y. STATE ENERGY CODE FINAL , P t OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST (LDING_AEPARTMENT 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 gg Survey SoutholdTown.NorthForkxet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application 01OHiAOS'J0 NMOL Flood Permit Examined '20 1d30 '9018 Single & Separate Storm -Water Assessment Form 0/ �( 1 MOO 130 ontact: o0 0cf, Approved 20 Mail to:� Disapproved a/c l.J / % —�+ I 1 -1 CK Phon . 6\ �3 — bfZ) Expiration 20 APPLICATION FOR Date 1-b , 20_L� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate _plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pennit 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. (Signat re of applicant or name, if a corporation) Vv�0*7pj� _C qqa, DP (Mailing add ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. P, Plumbers License No. iP1 •r� ._F ,.k % .'.._ Electricians License No. 1 P= Other Trade's License No. r; `,�{ 1. Location of land on whic4 proposed workw 1 be dorie:'',,.;i: House Number Street County Tax Map No. 1000 Section Hamlet ,f Block Lot I Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended a. Existing use and occupancy P=,q s;A_e^-h Ck b. Intended use and occupancy Lot r— . -. and occupancy of proposed construction: 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work f?F--ff\n ( lry ' S OA&EP dr (Description) 4. Estimated Cost t� a 2-M e io Fee (To be paid on filing this application). 5. If dwelling, number of dwelling units —Number, ,Number pf dwelling units on each floor If garage, number of cars"u 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. ,01 Dimensions of entire new construction: Front Height Number of Stories ,_�`9. Size of lot:.Front. t* 10. Date of Purchase. Number of Stories Depth Rear Depth Rear Depth Name of Former Owner e�,d 1. Zone or use district in which premises are situated Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES- NOX 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address q 0-b G?eA4 1 I Phone Nobo Name of Architect VwgsP-,Q lZ[kZc�� , ��r� Address W1 CLO Phone o P �- Name of ContractolaDwt \-44 Address Yr1t ior'- Phone o. o 3Y;� e 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetlan *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, * O- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S. If COUNTY OF %l e a being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, of said owner or owners, and is duly that all statements contained in this %N Qf ficer, etc.) T yo•,,� a�•ayerformed the said work and to make and file this application; 14st is knowledge and belief; and that the work will be performed in the manner set forth in the appli a pi�' 1 �1' •'•ydr f 9 ,10 . Ir Sworn to before me thi `�J • .bl o N• N' •` day ofbu-0—cr 20•.,�se�;'d�bo�.•` y ���•eeee�et�e•"� - Notary Public Signature of Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: *pf SO(/r�o 0 • COQ r,. ®IyCOUHT`t,�� Telephone (631) 765-1802 (oroger.richertwnsoutgodny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: LID b *Cross Street: Tax -Map District: 1000 Section: Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Date: / 1 Lot: (Please Circle All That Apply) Is job ready for'inspectibn: YES / Rough in Final *Do -you need a Temp Certificate: (YW 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 pJ Scott A. Russell ��'STORMWA'-JC IEE, 3�dsNBox 1179 0ss9MRoad ZM- Oxa,WYORK x19M Town of (Southold CH&P F,R 236 - S.A 0RMWXJ F R MAN.tlla'FML' NT- YORKSHEL ( TO BE COMPLETED BY THE APPLICANT) DOES TWS ^PROMC'I' � INVOLVE • ANY ...®F_. THE ]FO I..OwIINP MM AM THAT APPLM ; []RrA. Gearing, grubbing, grading or stripping of land which affects more i than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards -of material within any parcel or any contiguous area. El g C. Site preparation on slopes which exceed 10 feel vertical rise to � 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal � erosion hazard area. t .one-hundre ® ffl�. Site preparation. within the d year floodplain as depicted on i~'xB.M Map of any watercourse. r� new ' r resurfaced impervious surfaces of 1,000 square F. Installation of n o p feet or more, unless prior approval of a Stormwater Management #, Control flan was received by 'the Town and the proposal includes in -'kind replacement of impervious surfaces. If you answered NO to ail of The questions above, STOP Completo the Applicant section below with your Name, Signature, Contact InforMation, Tlate & County Tax Map Numbc)rl Chapter 236 does not apply to your projeeL Jr you answered SIBS to one or more of the above, please submit Two copies of a Staimwater Mmagement Control Plan and a completed Check Ust Form to the Building Vapartment wltFour EnUding Permit Application. APP U t fP r perty Owner. Deign ProfvW;*na4 Atigcot, Contractor, Otturl ^ S. T. - - 1000 iQQ Dab-_ tYrstrky NAME anmr seemn Block Lot "' FOR.1 UILD11% DEPAR.TWiENT USE ONILY Contact tnformeeiom. a.r�rwmeQ� Revie�urrl -------------------- hate. Property Address / Location of Construction Work: — — — — — — — — — — — — — — — �g Approved for proce.,ing Building Permit_ 1 4 �� Stormwatcr M.nagen ent Corttral Plan �1ot fiequired. c — Slormwater Managernmi Control Pian isRequired.0 ® (Forward to Engineering Qeparinieni Por Revicw.) FORM "' SMCP - TOS M A Y 20 ! 4 L /L # 11 9Wt RT ' Q 1.: 1. l.' fi 1. -an-/ n STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia. Legal Name & Address of Insured (Use street address only) lb. Business Telephone Number of Insured (650) 963-5100 SolarCity Corporation 3055 Clearview Way 1c. 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 Id. 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 Holder) 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 notes the above certificate holder within 10 days IF a policy 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 "3c'; 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 OC 12887 (P 'nt name of authorized representative or licensed agent of insurance carrier) Approved by: 9/1/14 (Signature) (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 r is duly A by the of Suffolk els oerlities that the baster is duly lk-msW by the rou* of Suffolk SUFFOLK COUNTY DEPT OF LABOR. ELECTRICIAN SOLAR CITY CORP 51331 -ME 03f19J2013 =M' 03/0113015 HOME IMPROVEMENT CONTRACTOR UGEIMSE SHAUM E CHAPIUlM SOLAR CRY CORPORATION &ft=pWrbw 52057-H ®fllo1�13 °7 wllm"�e ow mi5 ,4 LI®CERTIFICATE OF LIABILITY INSURANCE DATE /YYYY) 09/0312014/2014 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: PHONE FAC No : E-MAIL ADDRESS: CALIFORNIA LICENSE NO. 0437153 SAN FRANCISCO, CA 94104 09101/2014 09/01/2015 INSURERS AFFORDING COVERAGE NAIC # INSURER A : Liberty Mutual Fire Insurance Company 16586 998301-STND-GAWUE-14.15 INSURED Ph (650) 963-5100 SolarCity Corporation INSURER B Liberty Insurance Corporation 42404 INSURER C: N/A N/A 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 SUER POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fq OCCUR of Marsh Risk & Insurance Services TB2-661-066265-014 09101/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ 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 JEC 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 09/01/2014 09/01/2015 COEa acciMBINdentSED INGLE 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 LIAB X OCCUR CLAIMS -MADE TH7-661-066265-014 09101/2014 09/01/2015 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 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WA7-66D-066265-024 WC7-661-066265-034 (WI) 'WC DEDUCTIBLE: $350,000' 0910112014 09/01/2014 09101/2015 0910112015 X wC STATU- I orH- ER E.L. EACH ACCIDENT 1,000,000 $ E.L. DISEASE - EA EMPLOYE $ 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 CANCFLLATInN 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 Mannolejo ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD A N; Q o 3055 Clearview Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) 1 www.solarcity.com September 22, 2014 Project/Job # 119238 RE: Project: To Whom It May Concern, CERTIFICATION LETTER Tully Residence 400 Green Hill Ln Greenport, NY 11944 Version #39.1 1� Dlgltallyslgnedby Hussein Kann p DH: dc=local, dr-SolarCity, ou=SoiarCity i.'ers, ou=Blackwood, cn=Hussein Kann, Hussein Kazan, email=hkmn@solarcity.com Date: 2014.09.23 14:08:25-04'00' SOF NEty Y A. Oq� J I �Z 1F e FC 08518' SSIONP� 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 = 12.5 psf, Roof LL/SL = 15.5 psf (Non -PV Areas), Roof LL/SL = 7.6 psf (PV Areas) - MP2: Roof DL = 8 psf, Roof LL/SL = 15.5 psf (Non -PV Areas), Roof LL/SL = 7.6 psf (PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19946 < 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. Civil Engineer Main: 888.765.2489, x9016 email: hkazan@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com A7Rf:(;,1.1-1:'l.CA(,',If)nJ311).1 COFf' 4it1t{I': phi T;?i7= OI; IiIC 71I!)I.1 FiG, Ci:IIIS 77C,A,!gt{I!: 1Cf15'2..v/D FJ.l 1!S: 1?9`-18,NJ13W106TWNAO. 09.22.2014 ReakNoUnTI'm PW systam Version #39.1 a r C3 ty. Project Name:-u-lly Residence_ _ _ _ 11.9238 _- _ _Tully, Christian _ 400 Green Hill Ln _ _Greenport, - NY_ _ 11944 41.113337__ -72.375198 ___ _ Long Island_ _ Ran Atwell AHJ: _ Southold Town 2010 Residential Code of NY State -__ _ -IRC 2006 / IBC 2006 -._- ASCE 7-05 _ _._ _ _ _ -_ - __-_ _ _ _ No — Yes. _ _ Zach_Mazelsky Hussein Kazan P.E. Job Number: Building Code: Customer Name: _— Based On: Address: ASCE Code: City/State: Zip Code Risk Category. Upgrades Req'd? Stamp Req'd? Latitude / Longitude:_ _ SC Office: _ PV Designer: EOR: Calculations: 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 = 0.19946 < 0.4g and Seismic Design Category (SDC) = B < D 400 Green Copp Ln, Greenport, NY 1IL944 Latitude. 41. 113337, Longitude: -72.375198, Exposure Category: C LOAD ITEMIZATION- MP1 PV System Load PV Module Weight (psf) _ _ _ _ Hardware Assembly Weight -� �- 2.5 psf 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load, Roof Category_ Description Roofing Typei _ Re -Roof to 1 Layer of Comp?_ Underlayment; Lo MPl _ Table 4-1 --- _ _ _------_-__- _ _ _Comp Roof_-_ (1 Layers No '_` R1= =_' _ ���R_oofing Paper__ J _ _ - None_ 0.5 psf--- Plywood Sheathing Board Sheathing- -, - - - Rafter Size and Spacing_ _ _ _ Vaulted Ceiling -_._- - Miscellaneous - _ _� Section 4.9_ _ _ Reduced Roof Live Load — _ _- T 2 x 8 @ 16 in. O.C. _ 2.3 psf_ - 4_7:p_g___ _- Yes _ _ - _ __ _ �-Miscellaneous Items 1.0 psf Total Roof Dead'Load 12.5 psf (MP1) 12.5 psf Reduced Roof LL Non -PV Areas Value .ASCE 7-05 Roof Live Load Lo 20.0 psf < 200 sf <200sF------ 9/12 _ Table 4-1 --- _ R_oof Slope Trtary Area Reduction -' ibu Sloped Roof Reduction '_` R1= =_' =ti= �= i 1 -_ _-^ _ Section 4.9 _ RZ _ 0.775_ _ - Section 4.9_ _ _ Reduced Roof Live Load _ Lr Lr = Lo (Rl) (RZ)' I Equation 4-2 Reduced Roof Live Load , '° Lr 15.5 Psf(MPI) 15.5 Rsf,, Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load __ w Lo Snoad Reductions Allowed? Effective Roof Slope ----_---- Horiz___Distance from Eve to Ridge___ Snow Importance Factor p9 20.0 psf ASCE Table 7-1 Roof _ _ - Yes - --- �------- -•-- 350 ---------------- _ 1.0 _ Partially Exposed 1.0 -------- _W -- --I --Table 1.5-2 - Table,7-2 _ __ _- IS _ Snow Exposure Factor - Ce Snow Thermal Factor C All structures except as indicated otherwise 1.0 -- - - Table 7-3 - - _ + Minimum Flat Roof Snow Load (w% Rain-on_Snow Surcharge)_ Flat Roof Snow Load -- pf-min - ---- -- 14.0 psf 7.3.4 & 7.10 i pf pf = 0.7 (Ce) (C) (I) pg; pf >: pf-min 14.0 psf Eq: 703-1 70% ASCE Design Sloped Roo ,Snow Load Over Surrounding Roo Surface Condition of Surrounding Cs -roof All Other Surfaces Figure 7-2 Roof PS-�. p 0.9 ASCE Eq.; 7.4-1 38% Design Roof Snow Load Over PS -roof = (Cs -roof) Of ASCE Eq: 7.4-1 SurroundingRoof Ps -roof 62% 12.3 psf ASCE Design 910ped Roof Snow -Load Over PV Modules Surface Condition of PV Modules C _ CS P Unobstructed Slippery Surfaces 0.5 Figure 7-2 g Design Snow Load Over PV Modules PS-�. p PS-pv=.(CS-Pv). Of ASCE Eq.; 7.4-1 38% 7.6 Psf _ Woodworks® COMPANY PROJECT SOffWAIN FOR WOOD OiSIGN Sep. 22, 2014 11:25 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 12.50 (16.0)* psf SL Snow Full Area Yes 14.00 (16.0)* psf PV Dead Full Area No 3.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 19'-11.51 0' 1'-8" 15'-11 " Unfactored: Dead 224 179 Snow 165 133 Factored: Total 390 312 Bearing: F'theta 553 553 Capacity Joist 726 415 Supports 586 586 Anal/Des Joist 0.54 0.75 Support 0.66 0.53 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports M121Lumber-soft, S -P -F, No.1/No.2, 2x8 (1-1/2"x7-114") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 19'-11.5"; Pitch: 8.5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] F-1 I WOOdWOrks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 33 Fv' = 155 fv/Fv' = 0.21 Bending(+) fb = 998 Fb' = 1389 fb/Fb' = 0.72 Bending(-) fb = 56 Fb' = 567 fb/Fb' = 0.10 Live Defl'n 0.38 = L/546 0.87 = L/240 0.44 Total Defl'n 1.15 = L/182 1 1.16 = L/180 LC #4 = (total) 0.99 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 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.409 1.200 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 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 259, V design = 241 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1093 lbs -ft Bending(-): LC #2 = D+S, M = 61 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(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. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. [CALCULATION OF DESIGN_WIND Mounting Plane Information Roofing Material PV System Type____— Spanning Vents Standoff Attachment Hardware _ _ V_ Comp Roof - _— _ _ _ Partially/Fully Enclosed M_ethod_` _ 120 mph _ _ SolarCity SleekMountT"' No Fig. 6-1 -- Exposure Category _ _ -- _ �_ Roof Style _�T_ _ _ Mean Roof Hei ht -- — Coma Mount Type C _ Roof Slope_— _ V- Gable Roof —�_ _ 350 Section 6.2^ _ Rafter Spacin9�_ Framin T e Direction _ Velocity Pressure qh Y -Y Rafters Equation 6-15 Puri! n Spacing Tile Reveal _ _ _ Tile Attachment System IStanding Seam Spacing X-X PurlinsOnly-__ Tile Roofs Only_ Tile Roofs Only_ SM Seam Only NA _- _ T -allow _ _ _ _ NA -J__Np NA Standoff Demand/Capacity DCR Wind Design Criteria Wind Design Code _ _ WindDesi gnMethod �_ _ Basic Wind Speed _ _ V_ ASCE 7-05 - _— _ _ _ Partially/Fully Enclosed M_ethod_` _ 120 mph — Topographic Factor_ — Wind Directionality Fig. 6-1 -- Exposure Category _ _ -- _ �_ Roof Style _�T_ _ _ Mean Roof Hei ht -- —_— __-- _ h _ Section. 6.5.63_ Fig. 6-11B/C/D-14A/B _ _ V- Gable Roof —�_ _ 25 ft - Section 6.2^ Wind Pressure Calculation Coefficients -0.95 Fig. 6-11B/C/D-14A/B Wind Pressure Exposure KZ ^ "—� 0.95 _Table 6-3___ — Topographic Factor_ — Wind Directionality _T _Krt^ _ 1.00 Section 6.5.7 . Kd _T 0.85 Table 6-4_� _Factor Im ortance Factor I _ 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (1) 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 Down , 0.88. Fig. 6-IIB/C/D-14A%B Design Wind Pressure P p = qh (GC) Equation 6-22 Wind Pressure Up Nun) 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 u._ Standoff Configuration _ _ _ Landscape Landscape 24"_; _ ..__ NA Staggered Max Standoff Tributary Area _, 3 psf �— _ T �__17 sf PV Assembly. Dead Load Net Wind Uplift at Standoff Uplift Capacity Standoff of Stando— —Trib W -PV 3 psf _ T_ -allow_ DCR T -actual -459 lbs _- _ T -allow _ 500 lbs Standoff Demand/Capacity DCR 91.9% X -Direction Y -Direction; Max Allowable Standoff_ Spacing___ Max Allowable. Cantilever Standoff Configuration Portrait 32" — 64" _ NA _^ Portrait _ Portrait _ __ 14'_ _ Staggered---' Max Standoff Tributary Area — PV As_sembly_Dead_Load _ Trib_ _ _4 14 sf _ W -PV_ �T_actuaf-383 3 psf �— Net Wind Uplift at Standoff��_— _ fbs _____✓J___ _ _ _-__ _ Uplift Capacity of Stando_ff� Standoff Demand/Capacity_ _ T_ -allow_ DCR _ _ 500 lbs __� .76.6% LOAD ITEMIZATION - MP2^� PV S -stem Load PV Module Weight (psf)_ 2.5 psf Hardware AssemblyWei Fit s - 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description -_ _ _ _ _ _ MP2 ---Comp Roof - _ - (1 Layers,) - Table 4-1 - _ ---2.5 P_s? -- Re-Roof to 1 Layer of Comp? -_ _ _ No Section 4.9 ~ --_0.5 psf Underlayment_v--_--___-- _-_ _ _ ` ---- _ .�__ Roofing Paper _-�- - Plywood Sheathing - _- _._ .-_-. - _ Yes 15.5 gsf 1011112 Board Sheathing_—,_ ---- ��- Snow Exposure Factor - --_ Ce �- _ Partially 0 posed Rafter Size and Spacing - __- -� _ _ 2 x 8 _ _ @ 16 in. O.C. T �_ _ ^ 2.3 psf - Vaulted Ceiling---- --------- --- - N° - -- -- - - - --- 1.2 psf Miscellaneous Miscellaneous Items Total Roof Dead Load Rain -on -Snow Surcharge) 8 psf (MP2) 1 8.0 Psf Reduced Roof LL Non -PV Areas Value ASCE-7=05 Roof _Live _Load Member Tri_buta_ry Area Roof Slope Tributary Area Reduction.-_-� Sloped Roof Reduction_ Reduced Roof Live Load LO _ ^ At, -�-J _ -_� _ 20.0 psf _ _ _ _ _ _ < 200 sf 9/12 Table 4-1 - Yes - _ �-_ -_ _Ri--� Rz __- -_ ' 1 -- __-`___ Section 4.9 ~ 0.775 Section 4.9 _ Lr 4 = Lo (Rl) (RZ)T� Equation 4-2 Reduced Roof Live Load Lr 15.5 gsf 1011112 15.5 esf Reduced Ground/Roof Live/Snow Loads' Code Ground Snow Load__ p9 20.0 psf _ _ ASCE Table 7-1 - _ _ Snow Load Reductions Allowed? _ - Yes - ASCE Eq: 7,4-1 38% -I Effective Roof Slope 350 - - - __V• _^ 16.4 ft_ - _ _ Horiz. Distance from Eve to Ridge-_ W -: Snow Importance Factor IS 1.0 - Table 1.5-2 _ ��- Snow Exposure Factor - --_ Ce �- _ Partially 0 posed Table 7-2 Snow Thermal Factor All structures except as indicated otherwise Table 7-3 -- _ _ Minimum Flat Roof Snow Load (w/ Pf-min _1.0__ 14.0 psf -- -� w 7.3.4 & 7.10 Rain -on -Snow Surcharge) __ _--, __ _ _ _ __ pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 Flat Roof Snow Load J-- pf 14.0 s 70% ASCE Design Sloped Roo Snow Load Over Surrounding Roof Surface Condition of Surrounding Cs -roof All Other Surfaces Figure 7-2 Roof Ps P" 0.9 ASCE Eq: 7,4-1 38% Design Roof Snow Load Over Ps -of =- (Ce -roof Pf ro ASCE Eq: 7.4-1 SurroundingRoof Ps -roof 62% 12.3 Psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules Cs _P„ Unobstructed 5015 pery Surfaces Figure 7-2 Design Snow Load Over PV Modules Ps P" PS -PV = (q -p,) Pf ASCE Eq: 7,4-1 38% 7:6 psf COMPANY PROJECT WoodWorks® SOMVARE EOR IV000 DESIGN Sep. 22, 2014 11:26 MP2.wwb Design Check Calculation Sheet Woodworks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.00 (16.0)* psf SL Snow Full Area Yes 14.00 (16.0)* psf PV Dead Full Area No 3.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 16-5.8" 0' 1'-8" 13'-1" Unfactored: Dead 134 101 Snow 139 106 Factored: Total 273 208 Bearing: F'theta 553 553 Capacity Joist 726 415 Supports 586 586 Anal/Des Joist 0.38 0.50 Support 0.47 0.35 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports MP2 Lumber -soft, S -P -F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 16'-5.8'; Pitch: 8.5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); F-1 I WoodWorks@SOFTWARE MP2.wwb WoodWorks@ Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design. Value Analysis/Design Shear fv = 22 Fv' = 155 fv/Fv' = 0.14 Bending(+) fb = 528 Fb' = 1389 fb/Fb' = 0.38 Bending(-) fb = 46 Fb' = 687 fb/Fb' = 0.07 Live Defl'n 0.16 = <L/999 0.70 = L/240 CRITICAL LOAD COMBINATIONS: 0.22 Total Defl'n 0.38 = L/445 0.93 = L/180 0.40 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 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.495 1.200 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 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 174, V design = 159 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 578 lbs -ft Bending(-): LC #2 = D+S, M = 51 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS - Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(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. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. [CALCULATION Mounting Plane Information Roofing Material — _ PV System TYpe �__�_________ Spanning Vents _ -- Standoff Attachment Hardware))� _ — �_ _ _— _ _Comp Roof _ ___ ___—SolarCity SleekM_o_ unt'"' _ No Comp Mount Tvne C Table 6-3 —.—_ Roof Slope V— — 350 T _ _ _`— Rafter Spacing_— ----_-_—__ Framing Type Direction _ — , _ 16" O.C.— _.- _— —__ _ Gable Roof ----�- 15 ft — __. __--- _ _-.__--- Y -Y Rafters 3 psf Purlin Spacing _�_ Tile Reveal X=X_Purlins Only_ Tile Roofs Only_ NA _ —= NA _Tile Attachment System _J_ Standing Seam Spacing _ Tile Roofs Only__ SM Seam Only _ NA DCR NA Wind Design Criteria Wind Design Code Wind Design Method ^_ ASCE 7-05_..— __ _4Partially/Fully Enclosed Method — Table 6-3 —__ Basic Wind Speed __— Exposure Category_�..__ Roof_S—tyle _ Mean Roof Height --- V— — 120 mph Fig. 6-1 T —_ _ C —`_— _ Section 6.5.6.3 —� —_ _— �-h _ _.- _— —__ _ Gable Roof ----�- 15 ft — __. Fig. 6-11B/C/D-14A/B Section 6.2' Wind Pressure -Calculation Coefficients Wind Pressure Exposure_ _ _! Topographic Factor Wind Directionality Factor _ Importance Factor — KZ --_ _ ICd — I _ _ — 0.85 _ 1.00 ` Table 6-3 Section 6.5.7— 0.85 Table 6-4_ 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) 26.6 psf Equation 6-15 ti Wind Pressure - ' • Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC DOM 0.88 Fig. 6-118/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure UP p „ 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 Landscape 64" 39" ___ Landscape —_ _— _ v . 24" NA�_ Landscape Staggered Max Standoff Tributary Area__________ PV Assembly Dead Load Net Wind Upt Standoff lifi a Max__Standoff Tributary_ Trib _._ � _ iZ sf 3 psf PV Assembly Dead Load _ Net Wind Uplift at Standoff __-- UpliftCapacity of Standoff — Standoff Demand/Capacity _ -PV _ — — _ i 3 psf T_ ~ 500 lbs _ _ _W T -actual T_ -allow T -allow_ DCR _ 82.0% .68.4% X -Direction Y -Direction Max Allowable Standoff Spacing-- Portrait-,'-- -- — _^ 32" _^ 64" ^— Max Allowable Cantilever_ _ Standoff Configuration �_ Portrait — Portrait 16" _ _._ Staggered Max Standoff Tributary Area__________ PV Assembly Dead Load Net Wind Upt Standoff lifi a - ,Trib : W -PV_ _ _ 14 sf 3 psf _ _ T -actual _ _ y� ,__ -342 lbs_ _ _ Uplift Capacity of Standoff _ T_ -allow 500 lbs Standoff Demand Ca aci DCR .68.4% � sdarcfty. 3055 Clearview Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) 1 www.solarcity.com September 22, 2014 Project/Job # 119238 RE: Project: To Whom It May Concern, CERTIFICATION LETTER Tully Residence 400 Green Hill Ln Greenport, NY 11944 Version #39.1 Digitally signed by Hussein Kann { DN: dc=local, dc=SolarClty, ou=5olarClty HusseinKazan\Users, ou=Blackwood, cn=Hussein Kann, ,%—email=hkann@solarcity.com �f Date: 2014.09.23 14:08:25-04'00' 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 - MP1: Roof DL = 12.5 psf, Roof LL/SL = 15.5 psf (Non -PV Areas), Roof LL/SL = 7.6 psf (PV Areas) - MP2: Roof DL = 8 psf, Roof LL/SL = 15.5 psf (Non -PV Areas), Roof LL/SL = 7.6 psf (PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19946 < 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. Civil Engineer Main: 888.765.2489, x9016 email: hkazan@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com A,'r1:r;c.r.;:r; cArstn.,,a104.,.x,r:c'.:;,i"Ill ur,- Dc%Iin *noinRe..r,GnC;%r1n148°1 HI C1 "W70 rlAryn,,cri,rt 1.11)klillC,2r. IA r I I I'WHor':ruacm, a..,,al:an4 vnn7a.z i• tL4aaroml'^AC',f;L ur%IAH, '019, 70;pitnAifspirt:rn, ndh �09.22.2014 �/7 Lr' �/ 0��S�Q� Version #39.1 PROJECT INFORMATION &TABLE ® CONTENTS __ Project Name: Tully Residence.. AHJ: Southold Town_ _ 2010 Residential Code of NY S_tate� Job Number: 119238 Building Code: Customer Name: _ _ _ Tully, _Christan_ _ Based On _tl IRC 26067 _IB:C2006 _ ASCE 7-05 Address: Green Hill Ln ASCE Code: 'City/State. _ _400__ T_ ^' Greenport, ; NY �_ _ _ _11944 _ _ 41313337 - �-72_375198 _ _ _Long Island - T Ran Atwell Risk Category_ _ Upgrades Req'd? Stamp Req'd? _ _ _^ SII w No Zip Code Latitude /Longitude: Yes Zach Mazelsky SC Office: PV Designer: Calculations: . EOR:' - Hussein Kazan 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 = 0.19946 < 0.4g and Seismic Design Category (SDC) = B < D 400 Green Hill Ln, Greenport, NY 11944 Latitude: 41.113337, Longitude: -72.375193, (Exposure Category: C ,LOAD ITEMIZATION J -'MPI' -- ---- --- ---= ----- ---_—_1--_------ PV System Load PV Module _Weight (psf) 2.5 psf wa__-- n ._- �.___... _- ___-..-_______..__ --- - `- 0.5 psf Hardre Assembl Wei Fit s . PV System Weight s 3.0 Psf Roof Dead Load I I . _ Material Load Roof Category Description _ - Roofng_TYP_?.___.---__.___-..---_-._-- __ Re -Roof to 1 Layer of Comp? - _ Underlayment _ _ - -- -- - Plywood Sheathing-- - - _ _ Board.Sheathing _ � Rafter Size and Spacing- Vaulted Ceiling-_____-__ ___ ------ - Miscellaneous ---._-Y- __-- -- -- - - - -- - _ _ _ _ MPi -__ ---Comp Roof -'� 1 Layers)-- _� No ---- ----- - m Roofing _ - -- - - ----- - --- Yes - - -_ None 2 x 8 @ 16 in. O.C. - - -1.5 psf - - - 2.3 psf __- --_- --_---------- _-_ _ --------------_----=---- - Miscellaneous Items 1.0 psf Total Roof Dead Load 15.5 Psf 12.5 psf(MPI) 12.5 pst Reduced Roof LL Non -PV Areas Value. ASCE 7-05 Roof Live Load MemberTributaryArea Roof_Slope - - ---- Tributary_Area Reduction - _ _ Sloped Roof Reduction _ Reduced Roof Live Load Lo— Ac�---_-__-�-- �, - Rl _ _RZ- - Lr _ _ -- 20.0 psf-- _ -^- -T- __--<200sf- _ -9/12--- - -- --`--` --- --- - -_ 1 _ _T -_____ _ Table 4-1 _ - -- - _ Section -4.9 _ Section 4.9_ -_�_��-_ -0.775 _ _ _ _ 4 = Lb (Rl) (R2) _ Equation 4-2 Reduced Roof Live Load Lr ' 15.5 Psf (Mpi) 15.5 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load _ _ _139 20.0 psf ^ `q ` „ - -Yes ASCE Table 7-1 Snow Load Reductions Allowed?~ --_------_------ - _---- 0.9 _ _----'--I Effective Roof Slope 350_-___.____.___w__-. ASCE Eq: 7.4-1 Surrounding Roof Ps -roof 62% 12.3 Psf Snow Importance Factor 1.0 Table 1.5-2 Is _ Partially Exposed 1.0 r Table 7-2- Snow Exposure Factor Snow Thermal Factor C All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w� ry - pf m�� 14.0 psf _----- 7.3.4 & 7.10 Rain -on -Snow Surcharge) -__ _ -(C) -� Eq: 7.3-1 Flat Roof Snow Load Pf pf = 0.7 (Ce) (I) pg; pf >_ pf-min 14.0 psf 700/a ASCE Design Sloped Roof Snow Load Over Surrounding Roo Surface Condition of Surrounding C roof All Other Surfaces Figure 7-2 Roof Ps °" 0.9 ASCE Eq: 7.4-1 38% Design Roof Snow Load Over Ps.roof = (Cs -roof) Pr ASCE Eq: 7.4-1 Surrounding Roof Ps -roof 62% 12.3 Psf ASCE Design Sloped. Roof Snow, Load Over PV Modules . Surface Condition of PV Modules CS _P1 Unobstructed OSIS pery Surfaces Figure 7-2 Design Snow Load Over PV Modules Ps °" PS -PV = (CS -PV) Pf ASCE Eq: 7.4-1 38% 7.6 psf WoodWorksoCOMPANY PROJECT SOFMAREFOR GN Sep. 22, 2014 11:25 MP1.wwb Design Check Calculation Sheet Woodworks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 12.50 (16.0)* psf SL Snow Full Area Yes 14.00 (16.0)* psf PV Dead Full Area No 3.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 19'-11.5" 0' 1'-8" 15'-11 Unfactored: Dead 224 179 Snow 165 133 Factored: Total 390 312 Bearing: F'theta 553. 553 Capacity Joist 726 415 Supports 586 586 Anal/Des Joist 0.54 0.75 Support 0.66 0.53 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 " *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports MP1 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 19'-11.5'; Pitch: 8.5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] MP1.wwb WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 10.1 Analvsis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 33 Fv' = 155 fv/Fv' = 0.21 Bending(+) fb = 998 Fb' = 1389 fb/Fb' = 0.72 Bending(-) fb = 56 Fb' = 567 fb/Fb' = 0.10 Live Defl'n 0.38 = L/546 0.87 = L/240 0.44 Total Defl'n 1.15 = L/182 1.16 = L/180 0.99 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - Fb'- 875 1.15 1.00 1.00 0.409 1.200 1.00 1.15 1.00 1.00 - Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 259, V design = 241 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1093 lbs -ft Bending(-): LC #2 = D+S, M = 61 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 LC# 2 4 2 4 4 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 FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. `CALCULATION OF DESIGLN-WIN1014AM"Pt- Mounting Plane Information Roofing Material PV System TYPe __ Spanning Vents _ Comp Roof _-_..._._ �_SolarCity SleekMountT', - No -- 120 mph - --- - Standoff Attachment Hardware Roof _..__ _ . ._ -25 ft - - Comp -Mount Type C - Section 6.2 Roof Slope Velocity Pressure 350 - _ _ Rafter Spacing - __ _ _ _r.— Framing T e Direction _ ----.•_�___ _ _ _ _ _ -. ____ _ __- _ __ -_ - 16" O.C� ,____-_---.�.---- Y -Y Rafters - __.._ _ .- -.- Purlin Spacing _�L Tile Reveal _ _ _ Tile Attachment System _ Standin Seam S acin X -X Purlins Only- Tile Roofs Only Tile Roofs Only NA NA - _ _ _ t ' -NA -NA SM Seam Only Wind°Desi n Criteria Wind Design Code_ Wind Design Method _ -__ Basic Wind Speed _ _ Roof_..Gable Mean Roof Height '-'_ W - V h ASCE 7-05 -Partially/Fully Enclosed Method -- 120 mph Fig. 6-1 Section 65_6_3 C Roof _..__ _ . ._ -25 ft - Fig. 6-118/C/p 14A/B Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure - _- T_opographie Factor Wind Directionality Factor _ Im ortance Factor KZ 0.95 Table 6-3 _ __1.0_0 .______ I _ — Section 6.5.7 -_ 0085 Table le 6- —__ .-.___-.�___ _ 1.0 _ _ - Table 6-1 _ Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (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, (Down)_ 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure,U a -28.2 psf Wind Pressure Down 26.0 psf ALLOWABLE_STANDOFF SPACINGS __ X -Direction ,. Y -Direction Max Allowable Standoff Spacing___ Max Allowable Cantilever Standoff Configuration ___ Landscape _ Landscape_ Landscape 64" w_ _ 24" _ _ Staggered 39" NA NA Max_ Standoff Tribute_ry Area _ _ _ PV Assembly Dead Load Y Net Wind Uplift at Standoff _� Uplift Capacity of Standoff -_ - Trib _ W -PV `_T-actual: _ T -allow_ _ _ 17 sf 3psf� _ _ 14 sf__^_ ------ --- _ -___-- -�. _. 3 psf �_- -383 lbs 500 lbs _ - T_ 459 lbs. -- _ 500 lbs_ Standoff'Demand/Capacity DCR 91.9% X -Direction Y -Direction Max Allowable Standoff_Spacing _ _ Max Allowable Cantilever Standoff Confi uration „Portrait_ Portrait 32" 64" _ _ - ^- 14" Staggered NA Portrait Max_ Standoff Tributary Area -_- PV Assembly Dead Load _ ___.. Net d_Uplift at Standoff__ Uplikga pacity of Standoff _ Standoff Demand Ca aci -._ _�_Trib - .. W -PV -,- _�T-actual T -allow _ _ 14 sf__^_ ------ --- _ -___-- -�. _. 3 psf �_- -383 lbs 500 lbs - -- ---- - ---- - _ DCR _ 76.6% LOAD ITEMIZATION - MP2' ------ ��.----- - - - ' -- ° --- - PV System Load PV Module Weight (psf) _ _ _ _ _ _ __.._ -_ Hardware Assembly Weight 2°5 psf 0.5 psf PV System Weight s 3.0 psf Roof Dead Load "Non -PV Areas Material Load Roof Category Description-` _ _ _ _ _ ' - ---__-.- _ _ T_ -- _ _ _MP2 Comp Roof - _-- ( 1 Layers) . - Table 4-1 -- ---- ----- --- Re-Roof to_i Layer of Comp?v_ Underlayment;_--__-_-- Plywood Sheathing _ - - Rafter Size and Spacing _ Vaulted Ceiling_-- _ -_ ------------- Miscellaneous _V 2.5 -psf - - No _ _ -� -------------._-- Roofing Paper T _ _ --- Yes _ 0.5 psf 1.5 psfT-� _ _ �2.3 psf - -- 1.2 psf _2 x 8 _ _ -@ 16 in. O.C. ---- ---- N0 Miscellaneous Items Total Roof Dead Load 15.5 Bsf MP2 8 psf (MP2) 8.0 Psf Reduced Roof LL "Non -PV Areas Value ASCE 7-05 Roof Live Load Member Tributary, Area__- Roof Slope --- -_ _ Tributary Area Reduction_ Lo .._._ R2 20.0 psf 9/12y 1 r��_-_ 0.775 Table 4-1 Section 4,9 Sloped Roof Reduction_ Reduced Roof Live Load _ Section 4.9 E uation 4-2 Lr __ _ _ _ _ 4 = Lo (Ri) (R2) ' Reduced Roof.Live Load Lr 15.5 Bsf MP2 15.5. sf Reduced Ground/Roof Live/Snow Loads Code - Ground Snow Load_ _ _ _ py� 20.0 psf ASCE Table_ 7-1 _ M - Yes 0.9 Snow Load Reductions Allowed? -'---_-----•---- --.------_-_- 350- Ps -roof = (Cs -roof) Pf Effective Roof Slope_ _ 16.4wft H_orii.. Distance from Eve to Ridge W 12.3 esf _ 1.0-_ Table 1.5-2 - Snow Importance Factor yIs -- Ce M Table 7-2 -Table - _ - Snow Exposure Factor �Partiall i O posed --_ Snow Thermal Factor __ _._• __- Ct _-- --AII structures exceptiass indicated otherwise 7-3 Minimum Flaf Roof Snow Load Rain-on_Snow-Surchae)--(.w% 14.0 psf T _ - Pf-min _ 7.3.4 7.1rg--`---.10 & 0 Eq: 7.3-1 70% Flat Roof Snow Load T- Pf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min 14.0 psf J ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Cs -roof All Other Surfaces Figure 7-2 Roof Ps -P" 0.9 ASCE.Eq: 7.4-1 38% Design Roof Snow Load Over Ps -roof = (Cs -roof) Pf ASCE Eq: 7.4-1 SurroundingRoof ps-roof 62% 12.3 esf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules Cs _p„ Unobstructed 5015 pery Surfaces Figure 7-2 Design Snow Load Over PV Modules Ps -P" Ps_p„ = (CS_P„) Pf ASCE.Eq: 7.4-1 38% 7.6 psf COMPANY PROJECT Woodworks® SOFF3MARFFOR WOOD DESIGN Sep. 22, 2014 11:26 MP2.wwb Design Check Calculation Sheet Woodworks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.00 (16.0)* psf SL Snow Full Area Yes 14.00 (16.0)* psf PV Dead Full Area No 3.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 16'-5.8" 0' 1'-8" Unfactored: Dead 134 101 Snow 139 106 Factored: Total 273 208 Bearing: F'theta 553 553 Capacity Joist 726 415 Supports 586 586 Anal/Des Joist 0.38 0.50 Support 0.47 0.35 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports MP2 Lumber -soft, S -P -F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 16'-5.8'; Pitch: 8.5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); MP2.wwb WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 10.1 Analvsis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 22 Fv' = 155 fv/Fv' = 0.14 Bending(+) fb = 528 Fb' = 1389 fb/Fb' = 0.38 Bending(-) fb = 46 Fb' = 687 fb/Fb' = 0.07 Live Defl'n 0.16 = <L/999 0.70 = L/240 0.22 Total Defl'n 1 0.38 = L/445 0.93 = L/180 0.40 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - Fb'- 875 1.15 1.00 1.00 0.495 1.200 1.00 1.15 1.00 1.00 - Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 174, V design = 159 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 578 lbs -ft Bending(-): LC #2 = D+S, M = 51 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 LC# 2 4 2 4 4 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. FIRE RATING: Joists, wall studs, and multi -ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. ICALCULATION®F.®ESIGN- WIND -LOADS -_MP2 Mounting Plane Information Roofing Material—, _—_—Comp PV System Type _ _ Spanning Vents _ Standoff Attachment Hardware Kn� Roof SolarCity_SleekMountT"�`��__ T Table 6-3 — — Partial ly/Fully_ Enclosed•Method — 120 mph _^_-�_ No__ ~Comp Mount Type C -- Roof Slope___ __ Rafter Spacing�-- Type T e Direction _ --- 35° _Section Fig. 6-11B/C/D-14A/B ___ _— 16" O.C.Framing T Section 6.2 ' _ -- �Y-Y Rafters _ `_.410 lbs Purl in Spacing _ Tile Reveal _ Tile Attachment System __ Standing Seam Spacing _ X -X Purlins OnIY _ Tile Roofs Only _ __ —. ' NA —NA — ^ -_ 500 lbs _ T _ Tile Roofs Only_ SM Seam Only _ � NA DCR _ _ NA~— Wind Design Criteria Wind Design Code _ Wind Design Method __ __ . — Basic_WindCategory,Speed — Roof Style_Gable Mean Roof Hei ht - _ Kn� ASCE 7-05 T Table 6-3 _ — Partial ly/Fully_ Enclosed•Method — 120 mph Section 6.5.7 —__ V_ Fig. 6-1 Table 6-4—� Table 6-1 _ C_ —_ Roof _ �— — !� 15 ft�� 6.5.6.3 _Section Fig. 6-11B/C/D-14A/B — h T Section 6.2 ' Wind Pressure Calculation Coefficients Wind Pressure Exposure Kn� 0.88 Fig. 6-11B/C/D-14A/B T Table 6-3 Topographic_Factor _ � Wind Directi nality Factor Importance Factor 1.00 _ Section 6.5.7 Kd I 0.85 1.6 Table 6-4—� Table 6-1 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 (Do,) 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up Pain) Wind Pressure Down -25.3 sf 23.3 psf 'ALLOWABLE STANDOFF' SPACINGS X -Direction Y -Direction _Max Allowable Standoff Spacing Max Allowable Cantilever_ Standoff configuration Landscape_ _ __Landscape__ Landscape 64" 39" _ — _ � 24" J ___•�NA Staggered —!_NA� Max Standoff Tributary Area PV Assembly Dead Load —_ Trib _ W -PV _ .__ _ .-�-_ 17 sf_ _,-- — 3 psf _ Trib : W -PV Net Wind Uplift at Standoff T -actual _ `_.410 lbs Uplift Capacity of Standoff _ _ T -allow — ^ -_ 500 lbs _ T -- Standoff Demand/CaPacity DCR 82.0% X -Direction Y -Direction Max Allowable Standoff Spacing__. _ Portrait _ 3211, �__'__ ____ _ 64" _ Max Allowable Cantilever _ Standoff Configuration Portrait Portrait 16" —!_NA� -___ Staggered Max Standoff Tributary_ Area _;.__ PV Assembly Dead Load _ Trib : W -PV _ _—_ 14 sf _ 3 psf _ Wet ,Windupliftat- Standoff __T Uplift Capacity of StandoffT-allow_ Standoff Demand Ca aci — - actual r DCR - -342 lbs _ _— _ 500 lbs 68.44% ABBREVIATIONS ELECTRICAL NOTES 3URISDICTION NOTES 101111viL 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. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING COMPLY V,,►I ,ALL CODES ®� DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART, 110.3. NEW YORK STATE_ & TOWN CODES APPROVED AS NOTED (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING AS REQUIRED A E EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, DATEO D� B. P. #g-cr-7 FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE SOTRUrl 9 IN 3 GALV GALVANIZED HAZARDS PER ART. 690.17. AIS® FE, BY: GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE SOU { NOTI Y BUILDING DEPARTMENT AT GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY S0'L4RftSEES 765-1802 8 AM TO 4 PM FOR THE HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL FOLLOWING INSPECTIONS: Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). 1. FOUNDATION - TWO REQUIRED Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER FOR POURED CONCRETE kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 2. ROUGH - FRAMING & PLUMBING kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 3. INSULATION LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E).PUACY OR 4. FINAL - CONSTRUCTION MUST MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN BE COMPLETE FOR C.O. (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY p ��B USE B1�LA� "� ��� ALL CONSTRUCTION SHALL MEET THE NEUT NEUTRAL NTS NOT TO SCALE UL LISTING. 9. MODULE FRAMES SHALL BE GROUNDED AT THE ���®�� CE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE, FOR OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING®� ��������� DESIGN OR CONSTRUCTION ERRORS. POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. RETAIN STORM WATER RUNOFF S STAINLESS STEEL PURSUANT TO CHAPTER. 2.36 E UCEC, AL STA TESTING CONDITIONS OF THE TOWN CODE E � rL"EQ " U?jE TSTC YP TYPCALRD � 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 e` PV2 SITE PLAN STRUCTURAL VIEWS UPLIFT CALCULATIONS LICENSE L NOTES #= ,' t PV5 THREE LINE DIAGRAM 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. }° MODULE GROUNDING METHOD: * AHJ: Southold Town REV BY DATE COMMENTS REV NAME DATE COMMENTS 5 UTILITY: PSE&G—Long Island (Public Service Electric' �= & Gas Co.)o CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER J B-119238 00 PREMISE OWNER: TULLY, CHRISTIAN DESCRIPTION: TULLY RESIDENCE DESGN: Zach Mazelsky =®`� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN MOUNTING SYSTEM: Comp Mount Type C 400 GREEN HILL LN 8 KW PV ARRAY - ,•,•�• .i��r��� y® PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH, GREENPORT NY 11944 THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NADIAN SOLAR # CS6P-250PX PAGE NAME STEEL REV: DAIS 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 LINVERR*' PERMISSION OF SOLARCITY INC.DGE SE6000A—US—ZB—U 5166625178 COVER SHEET PV 1 9/21 /2014 (888)—SOL—aTY (765-2489) www.solardty.com 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 RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Front Of House JOB NUMBER: JB -1 19238 00 MOUNTING SYSTEM: Comp Mount Tvpe C (32) CANADIAN SOLAR # CS6P-25OPX INVERTER: SOLAREDGE #SE6000A—US—ZB—U TULLY, CHRISTIAN 400 GREEN HILL LN GREENPORT, NY 11944 5166625178 Hussein Kazan TULLY RESIDENCE 8 KW PV ARRAY PAGE NAME: SITE PITCH: 35 ARRAY PITCH: 35 MPI AZIMUTH: 240 ARRAY AZIMUTH: 240 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 35 ARRAY PITCH: 35 MP2 AZIMUTH: 150 ARRAY AZIMUTH: 150 MATERIAL: Comp Shingle STORY: 1 Story Digitally signed b Hussein Kazan 9 Y 9 Y N: dc=local, dc=SolarCity, `j u=SolarCity Users, ou=Blackwood, 'c;, Hussein Kazan, ta�—�--'��ilhkazan@solarcity.com te: 2014.09.23 14:08:50 -04'00' LEGEND (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO SITE PLAN Scale: 3/32" = 1' 01' 10' 21' F now ESIGN: Zach Mazelsky � 0,,SOlarCit�/ hS y m 1 3055 CleaNew Way SHEEP REV. DATE San Mateo, CAT:(650) 638-1028 F:(5638-1029 PV 2 9/21/2014 (868) -SOL -CITY (765-2489) www.solaranyaam &NING LABELS WARFDC I DC DISCONNECT & WARNING LABELS FAC IEEil AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS M° DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS o CONDUIT RUN ON EXTERIOR 00o CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED r'---1 I. `I L -"J INTERIOR EQUIPMENT IS DASHED SITE PLAN Scale: 3/32" = 1' 01' 10' 21' F now ESIGN: Zach Mazelsky � 0,,SOlarCit�/ hS y m 1 3055 CleaNew Way SHEEP REV. DATE San Mateo, CAT:(650) 638-1028 F:(5638-1029 PV 2 9/21/2014 (868) -SOL -CITY (765-2489) www.solaranyaam 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 (A---�_SIDE VIEW OF MP1 NTS MPI I X -SPACING I X -CANTILEVER Y -SPACING I Y -CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 1 32" 14" F AZI 240 PrrCH 35 RAFTER 2x8 @ 16" OC ARRAY AZI 240 PITCH 35 STORIES: 2 C.I. 2x6 @16" OC Comp Shinqle INSTALLATION ORDER X -SPACING X -CANTILEVER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. 64" 24" 1 STAGGERED (2)SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 2X8 @ 16" OC 2x6 @16" OC ROOF AZI 150 PITCH 35 STORIES: 1 ARRAY AZI 150 PITCH 35 Comp Shingle (3) INSERT FLASHING. (4) PLACE MOUNT. (5) INSTALL LAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH BOLT & WASHERS. MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 64" 24" 1 STAGGERED PORTRAIT 32" 16" RAFTER C.J. 2X8 @ 16" OC 2x6 @16" OC ROOF AZI 150 PITCH 35 STORIES: 1 ARRAY AZI 150 PITCH 35 Comp Shingle 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 RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLMCITY INC. JOB NUMBER:rNe■ix J B-1 9 2 3 8 uwneN: UMNI'lluN: TULLY, CHRISTIAN TULLY RESIDENCE 400 GREEN HILL LN 8 KW PV ARRAY GREENPORT NY 11944 PAGE NAME: 15166625178 STRUCTURAL VIEWS ULNUN: Zach Mazelsky � .�� : ;So�arCity. MOUNTING SYSTEM: Com Mount Type C MODULES* (32) CANADIAN SOLAR # CS6P-250PX 3055 Cleandew Way San Mateo. CA 94402 T:(650) 611026 1.(650) 636-1029 (666)—SGL—CITY (765-2469) www.solaralty.com REV DATE PV 3 9/21/2014 INVERTER: SOLAREDGE SE6000A—US—ZB—u BOND (N) #6 GEC TO (N) GROUND ROD Panel Number. Inv 1: DC Ungrounded INV 1 - ( 1 ) SOLAREDGE #SE6000A-US-ZB-U LABEL: A -(32)CANADIAN SOLAR __# CS6P-250PX AT PANEL WITH IRREVERSIBLE CRIMP Meter Number. 75 058 384 Tie -In: Supply Side Connection Inverter; 6000W, 240V, 97.5%d w/Unifed Disco and ZB, AFCI PV Module; 250W.' 229.6W PTC, 40mm, Black Frame, MC4, ZEP Enabled Underground Service Entrance INV 2 Voc: 37.2 Vpmax: 30.1 INV 3 Isc AND IMI) ARE SHOWN IN THE DC STRINGS IDENTIFIER E 150A MAIN SERVICE PANEL E 150A/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER -HAMMER Voc* = MAX VOC AT MIN TEMP P0I 1 Ground Rod; 5/8° x 8', Copper - 2;ILSCO IPC 4/0-#6 Insulation Plercing Connector, Main 4/0-4, Top 6-14 SMSUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. R�(1)CUTLER-HAMMER # DG222NRB J Disconnect; 60A, 24OVac, Fusible, NEMA 3R - (1)CUTLER-HAMMERDG100NB Ground/Neutral t; 60-100A, General Duty (DG) - (I)CUTLER-HAMMER # DS16FK Class R Fuse Kit - (2)FERRAZ SHAWMUT # TR35R PV BACKFEED OCP Fuse; 35A, 250V. Class RK5 Inverter 1 SOLAREDGE SE6000A-US-ZB-U EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. SolarCity I MP1,MP2: 2x16 MA,1 A(I)S2iC�EOXGFUNO PY 2SUSEDGUND®C 02) SPowerEBDoxE O'pt3mi2.er N30oW H4, DC to DC, ZEP (1)AWG #6, THWN-2, Black (1)AWG #8, THWN-$ Black (1)AWG #6, THWN-2, Black Voc* = 500 VDC Isc = 30 ADC (2)AWG #10, PV WIRE, Black Voc* = 500 VDC Isc =15 ADC ® (1)AWG 06, THWN-2, Red ®I4F (I) AWG #8, THWN-2, Red ®� (1)AWG #6, THWN-2, Red Vmp = 350 VDC Imp= 22.56 ADC ®L-'9 (1)AWG #6, Solid Bare Copper EGC Vmp = 350 VDC Imp= 11.28 ADC (1) AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp = 25 AAC L'°L (1) AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp = 25 AAC III��F (1) AWG #10, THWN-2, Green EGC - (1) Conduit Kit 3/4° EMT _ LJ -_(1) AWG #6, Solid Bare Copper_ GEC - (1) Conduit_ Kit: 3/4' EMT - (1) AWG #6, 1HWN-2,, Green EGC/GEC - (1) Conduit, Kit;, 3/4° EMT _ _ _ 2 )AWG #10, P1l WIRE, 91ack Voc* = 500 VDC Isc = 15 ADC ® Lam] (1)AWG #6, Solid Bare Copper EGC Vmp = 350 VDC Imp= 11.28 ADC CONFIDENTIAL - THE INFORMATION HEREIN NOT E USED FOR THE CONTAINED SHALLANYONE BENEFIT OF ANYONE EXCEPT SOLARCIIY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART IZ OTHERS OUTSIDE ON RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION of SOIARCITY INC. zaov rKLMML UMM utstaarOUN: TULLY, CHRISTIAN TULLY RESIDENCE 400 GREEN HILL LN 8 KW PV ARRAY GREENPORT NY 11944 � PAGE NAME 5166625178 THREE LINE DIAGRAM ULUM: Zach Mazelsky ---lN EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. SolarCity I MP1,MP2: 2x16 MA,1 A(I)S2iC�EOXGFUNO PY 2SUSEDGUND®C 02) SPowerEBDoxE O'pt3mi2.er N30oW H4, DC to DC, ZEP (1)AWG #6, THWN-2, Black (1)AWG #8, THWN-$ Black (1)AWG #6, THWN-2, Black Voc* = 500 VDC Isc = 30 ADC (2)AWG #10, PV WIRE, Black Voc* = 500 VDC Isc =15 ADC ® (1)AWG 06, THWN-2, Red ®I4F (I) AWG #8, THWN-2, Red ®� (1)AWG #6, THWN-2, Red Vmp = 350 VDC Imp= 22.56 ADC ®L-'9 (1)AWG #6, Solid Bare Copper EGC Vmp = 350 VDC Imp= 11.28 ADC (1) AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp = 25 AAC L'°L (1) AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp = 25 AAC III��F (1) AWG #10, THWN-2, Green EGC - (1) Conduit Kit 3/4° EMT _ LJ -_(1) AWG #6, Solid Bare Copper_ GEC - (1) Conduit_ Kit: 3/4' EMT - (1) AWG #6, 1HWN-2,, Green EGC/GEC - (1) Conduit, Kit;, 3/4° EMT _ _ _ 2 )AWG #10, P1l WIRE, 91ack Voc* = 500 VDC Isc = 15 ADC ® Lam] (1)AWG #6, Solid Bare Copper EGC Vmp = 350 VDC Imp= 11.28 ADC CONFIDENTIAL - THE INFORMATION HEREIN NOT E USED FOR THE CONTAINED SHALLANYONE BENEFIT OF ANYONE EXCEPT SOLARCIIY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART IZ OTHERS OUTSIDE ON RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION of SOIARCITY INC. JOB NUMBER: J B-119 2 3 8 0 O rKLMML UMM utstaarOUN: TULLY, CHRISTIAN TULLY RESIDENCE 400 GREEN HILL LN 8 KW PV ARRAY GREENPORT NY 11944 � PAGE NAME 5166625178 THREE LINE DIAGRAM ULUM: Zach Mazelsky eN` . , ..3 M;,;SolarCity MOUNTING SYSTEM: Comp Mount Type c MODULM- (32) CANADIAN SOLAR # CS6P-250PX 3055 gearvlew Way San Mateo, CA 94402 E(650) 638-1028 F.(650) 638-1029 1 (888) -SOL -CITY (765-2489) www.solarcity.com SHEET- REV: ppTE PV 5 9/21/2014 INVERTER: SOLAREDGE SE6000A-US-Z8-U Label Location: (C)(CB) Per Code: NEC 690.31.G.3 Label Location: (0T0%j0,L-rNr .,' ' (DC) (INV) w. 80MMUT Per Code: NEC 690.14.C.2 MAXIMU'Nl F©WE•R-_A FOOINT O�MU'R+RENT (91t�p) MAX4MUM F®WER- FO•INT V©LTAGE (Um,p)_ V MAXUM�UM SYSTEM V SHORT-CIROUIT A CUR+R'ENT WARNING ELE=CTR1CAL S'Iiii A-* KA M. R.5-102 D© NOT TOUCH TERMINALS TERMINALS ©N BOTH I LIIN'EN Q: L©AD SI©ESS MAY BE EME- RE. GiICAE-D IN THE OPEN POSITION DC VO• LTAGE PS ALWAYS PRESENT WHEN SOO LLAIa MAAAAAMA M' ARE E�XFOOS'EDD TOO SUNLIGHT WARNING E'-LE-CTRIC SHOO CK HAZAR+D I'F A GROG UN© FAULT IS IN�DJCA�TED N©R+M�LLY G'R:®UN'©'ED C©N©'UCTORS MAY BE UNGRO• U'NDED AN© ENERGIZED 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: Gogo yOLTh%�C AC (AC) (POI) ODISCONOT Per Code: NEC 690.14.C.2 WARNING ELE=CTRIC SHOCK HAZARD D® NOT T©'UCH TERMINALS TERMINALS ©N BOTH LIN'EA•N;D LOAD SIDE=S MAY 'E ENERGIZED IN THiE O+FEN FOOS'ji WA RN I N G INVERTER ®IUTFUT C®NiNECTIO+ N D© NOT REL©CATE THINS OOUERGURR�ENT ©EVI'CE PFiOO T0•�/O• LTATIC F OOINT O•�F I'NTERC©NNiECTI®N WA•RNIN'G: ELE-CTRICSHO•CK HAZARD. DO• NOT T©UCH TER+MiINALS. TER+MINALS OON BOOTH THIE LINE AN© LOAD SIDE MAY BSE ENERGIZE=D IN THEE 0•'PEN POSITION. FOOR SERVICE DE --ENERGIZE BOTH S©URCE AN'D MAIN BR+FAKER. PV FOO WE=R SO+ URGE MAX4MUM AC A OPE==RATING CU'RRE='NT MAXIMUM AC OOFE=RATING VO•LTAG'E V Label Location: (AC)(POI) Per Code: NEC 690.17.E Label Location: (POI) Per Code: NEC 690.64.6.7 Label Location: (POI) Per Code: NEC 690.17.4; NEC 690.54 Location:Label CAU�IOON ' Per ..- P'H'OTOO VOO LTAIC SYSTEM CIRCUIT IS BAC►K�FED 690.64.B.4 CAUTION '• DUAL FOWV SO• %W • • " SEO'O,N'D S©URCE IS • • 1 • . FHOTOUOLTAIC SYSTEM W%�RNING ELECTR+I:C SH'©C►K HAZARD THiE ®C OOND,UCTORS ©,F THIS FH©T©U�T�AI'C SYSTEM ARE UNGROUNiDE©AN'D MAY - ENERGIZE© 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 �`�sa,r 0130 THE THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label Set I4•���®���' T EXCEPT IN CONNECTION WITH THE SALE AND USE OF, THE RESPECTIVE /g ®oLmm SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Label MAX+IMUM AC A ' • ©FERATING CURRENT Per • • MAXIMUM AC V OPE-RATING U©LTAGE 690.54 WARNING ELE=CTRIC SHOCK HAZARD D® NOT T©'UCH TERMINALS TERMINALS ©N BOTH LIN'EA•N;D LOAD SIDE=S MAY 'E ENERGIZED IN THiE O+FEN FOOS'ji WA RN I N G INVERTER ®IUTFUT C®NiNECTIO+ N D© NOT REL©CATE THINS OOUERGURR�ENT ©EVI'CE PFiOO T0•�/O• LTATIC F OOINT O•�F I'NTERC©NNiECTI®N WA•RNIN'G: ELE-CTRICSHO•CK HAZARD. DO• NOT T©UCH TER+MiINALS. TER+MINALS OON BOOTH THIE LINE AN© LOAD SIDE MAY BSE ENERGIZE=D IN THEE 0•'PEN POSITION. FOOR SERVICE DE --ENERGIZE BOTH S©URCE AN'D MAIN BR+FAKER. PV FOO WE=R SO+ URGE MAX4MUM AC A OPE==RATING CU'RRE='NT MAXIMUM AC OOFE=RATING VO•LTAG'E V Label Location: (AC)(POI) Per Code: NEC 690.17.E Label Location: (POI) Per Code: NEC 690.64.6.7 Label Location: (POI) Per Code: NEC 690.17.4; NEC 690.54 Location:Label CAU�IOON ' Per ..- P'H'OTOO VOO LTAIC SYSTEM CIRCUIT IS BAC►K�FED 690.64.B.4 CAUTION '• DUAL FOWV SO• %W • • " SEO'O,N'D S©URCE IS • • 1 • . FHOTOUOLTAIC SYSTEM W%�RNING ELECTR+I:C SH'©C►K HAZARD THiE ®C OOND,UCTORS ©,F THIS FH©T©U�T�AI'C SYSTEM ARE UNGROUNiDE©AN'D MAY - ENERGIZE© 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 �`�sa,r 0130 THE THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label Set I4•���®���' T EXCEPT IN CONNECTION WITH THE SALE AND USE OF, THE RESPECTIVE /g ®oLmm SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Fdsir(Oozy M(BeWalu- nFm o.0 OMP . 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 Compatible TM 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 a Anodized components for corrosion resistance • Applicable for vent spanning functions Components 5/16" Machine Screw (13 Leveling Foot " Lag Screw k;.:..� Comp Mount IT, Comp Mount Flashing �C,6,6,d�. QConvatz �W o ❑ ® January 2013 qc 0� uL LISTED �6 M® January 2013 rm �J 0-1 Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 Seal pilot hole with roofing sealant 03 Insert Comp Mount flashing under upper layer of shingle -4� Place Comp Mount centered upon flashing Install lag pursuant to NDS Section 11.1.3 with sealing washer. 6j Secure Leveling Foot to the Comp Mount using machine Screw 7 Place module s �C,6,6,d�. QConvatz �W o ❑ ® January 2013 qc 0� uL LISTED �6 M® January 2013 rm �J 0-1 Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 Seal pilot hole with roofing sealant 03 Insert Comp Mount flashing under upper layer of shingle -4� Place Comp Mount centered upon flashing Install lag pursuant to NDS Section 11.1.3 with sealing washer. 6j Secure Leveling Foot to the Comp Mount using machine Screw 7 Place module ug�F`ar'OQS��S ,t ,581eaKtb - Ivey Features Quick and easy to install - dramatically reduces installation time Lower system costs - can cut rooftop installation costs in half Aesthetic seamless appearance - low profile with auto leveling and alignment Built-in hyper -bonded grounding system - if it's mounted, it's grounded Theft resistant hardware Ultra-low parts count - 3 parts 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 Fro ss% rrlIAlarranty 80% - - 0 5 10 15 20 25 �11111• ". , lit$i 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. : !=A 235 quality control points in module production EL screening to eliminate product defects Current binning to improve system performance * Accredited Salt mist resistant Best Warranty Insurance • 25 years worldwide coverage • 100% warranty term coverage ® Providing third party bankruptcy rights • Non -cancellable n Immediate coverage • Insured by 3 world top insurance companies Comprehensive Certificates • IEC 61215, IEC 61730, JEC61701 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 www.canadiansolar.com Electrical Data STC csfiR 235PX CS6P-240P CS6P-245PxCS6P-250P C86P-255PX Nominal Maximum Power (Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage (Vmp) 29.8V 29.9V 30.OV 30AV 30.2V Optimum Operating Current (Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Open Circuit Voltage (Voc) 36.9V 37.OV 37.1V 37.2V 374V Short Circu It Cu rrent (Ise) 8.46A 8.59A 8.74A 8.87A 9.o0A 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 Tolerance 0-+5W Under Standard Test Conditions (STC) of irradiance of 1000W/m', spectrum AM 1.5 and cell temperature of 25•C NOCT •" CS6P-235PX CS6P-246PX Cs6P-246PX CS6P.250PXCS6P455PX Nominal Maximum Power (Pmax) 170W 174W 178W 161w 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 34.4V Short Circuit Current ([so) 6.86A 6.96A 7.08A 7 19A 7.29A Under Normal Operating Cell Temperature, Irradiance of 800 W/m', spectrum AM 1.5, ambient temperature 20•C, wind Speed 1 mis Mechanical Data Cell Type Poly -crystalline 156 x 156mm, 2 or 3 Busbars Cell Arrangement 60 (6 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) e l.� i I ' —sa 2 -T11 a.tnas'Is.1 ---�45'C I —ss ,c vl 'specifications included in this datasheel are subject to change without prior notice. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar companies. As a leading vertically -integrated manufacturer of Ingots, wafers, cells, solar modules and solar systems, Canadian Solar delivers solar power 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 Canaelan Solar Inc. Black -framed Temperature Characteristics Temperature Coefficient Pmax -0.43%/°C Voc -0.34 %rC 10.065 Ise %rC Normal Operating Cell Temperature 45±2°C Performance at Low Irradiance Industry leading performance at low irradiation environment, +95.5% module efficiency from an Irradiance of 1000w/m'to 200w/in' (AM 1.5, 25 °C) Engineering Drawings Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. Canadian Solar has module manufacturing capacity of 2.05GW and cell manufacturing capacity of 1.3GW. solar=@s c. SolarEdge Power Optimizer Module Add -On For North America P300 P350 P400 4q 10 PV power optimization at the module -level m Upto25 more energy Superior efficie'ncy'(99.5%) Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading, Flexible q ,vsteni design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module -level monitoring Module -level voltage shutdown for installer and firefighter safety USA GERMANY ITALY FRANCE JAPAN CHINA ISRAEL AUSTRALIA www.solaredge.us SojCjr=@a z SolarEdge Power Optimizer Module Add -On for North America P300 / P350 / P400 P300 P350 - P400 (for 6l)-cell!RV 1(for72-cell PV I (far 96-cell for96-celI PVI Rated Input DC Power19 300 350. 499 W Absolute Maximum Input Voltage (Voc at lowest temperature) 48 60 89 YIF MP?T Operating Range 10 - INSTALLATION'SPECIFICATIONS 8-89 YqR Maximum Short Circuit Current (Isc) 1000 10Adc Dlmenslons M nL . . ..... .... * ... . ....... . DC Input12.5 mm/In Weight Adc Maximum EfficiencyEfficiency .... ....... Input Connector MCVAMqhenVTYCO Para lel Strings of Different Lengths or'Yes Weighted.EfficienFy ................ ... ,. Double Insulated; Amphenol ....... ....... ... * ....... Output Wire Length 0vewoltage Category m./ ft. II -40-+85/-40 +185 OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER), PFR!ntiqq Maximum Output Current ..... ..... I- ­ 15 Adc Maximum Output Voltage �� Rated Srtpowero/da module. Module of W m K%power[tlennoe allowed. 60 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer I _Vdc STANDARD COMPLIANCE EMCFC ...... INVERTER SINGLE PHASE .... ... ... Safety IEC62109-1 (class II safety), UL1741 Minimum String Length (Power Optimizers) RoHS Yes 10 - INSTALLATION'SPECIFICATIONS Maximum String Length.(Power 0ptimizers) Maximum Allowed SXstem Voltage 1000 Vdc Dlmenslons M nL mm/In Weight .5250 gr/Ib Input Connector MCVAMqhenVTYCO Para lel Strings of Different Lengths or'Yes Output Wire Type /Connector ,. Double Insulated; Amphenol ....... ....... ... * ....... Output Wire Length 0.95/3.0 I3.9 m./ ft. Operating Temperature Ranke -40-+85/-40 +185 PFR!ntiqq Relative Humidity ..................... ........... ... % �� Rated Srtpowero/da module. Module of W m K%power[tlennoe allowed. PV SYSTEM DESIGN USING A SIDILAREDGE 4 THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 490V Minimum String Length (Power Optimizers) 8 ' * 10 - 18 Maximum String Length.(Power 0ptimizers) 25 25 50 Maximum PowerperString. 'in ' 'nOrientations .5250 . .....600012750 W Para lel Strings of Different Lengths or'Yes A solarA SolarEdge Single Phase Inverters For North America SE3000A-US SE380OA-US / SE5000A-US / SE6000A-US SE760OA-US SE10000A-US / SEI 140OA-US t V 7 se The J % est,c 1h' oice f6i rr 961a,e enabled wsterns tegrated an: fault protectore Jor NEC 2011 69G.11 compliance ce Supenor,effici6ncy (98%) , ,, Small, lightweight andeasytqinsta11.0n:provid6d'bracket 'BiLrilt-in moduld-level monitoring. Internet connection,throuigh;Eth6rn6tr6r Wir6les's, i -r Outdoor and indoor' 1hSt. 11 ati, o n % Fiked voltage inverter,' DC/AC corniersion only' y Pre-asse'M616d AC/DC Safety,Switch for faster installations 'QPti onal - revenue' grade data, ANSI. C12,1 USA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -ISRAEL www.solaredge.us solar = Single Phase Inverters for North America @@ SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US I INPUT ,AC output �conduit .size AWG .range ..3/4" minimum / 24-6 AWG 3/4" minimum/ 8-3 AWG .. ............. ... ... . ... .... . ..................... ..... . . ....... ... ... DC input conduit size j c'f'strings'/ SE760OA-US / SE1000OA-US / SE1140OA-US 3750 4750 J-SE31000A-US 12400 ISE380OA-US I SE5000A-US I SE6000A-US I St7600A-US I SE1000 W in/ OuTput ..... .... ... ...... ..... ... --Yes Weight with AC/DC Safety Switch.. ..51.2/23 2 ...... ... 5.4.7/.2i..7 .......... .... ........ . 88 4./.4.0.1 Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA . ...... ........ @240V ...... .. . ... ...... ... ... ........... .... ... ... �ql?pq . .. .. . .... ........ 'F/'C Range 566 5400 @ 208V 10800 @ 208V ... ... Vd Max. AC Power Output 3300 4150 6000 8350 12000 VA ... V.d. 5450 @240V 10950 @240V ................ ... ... ..... ... .. ..... . ... .. . ... ..... ...... AC Output Voltage Min. -Nom. -Max.* ✓ Adc .. .. .... 208 - 229 Vac .. ... ... ...... ... ... .... .. ... ................. . .... ........ ....... AC Output Voltage Min. -Nom. -Max.* Max. Input Short Circuit Trent ✓ 30 • 240 - 264 Vac . .. .... ACF .............. . ... ... ..... ...... 59.3 - 60 - 60.5 (with HI country setting 57 - 60 - 60.5) ...... ... -.5 Hz ..... qroyqA-!i!�lt Isplation. Detection ... " 600kri Sensitivity .... Max. Continuous Output Current 12.5 16 1".21 1 25 1" 32****"* 1 47 A 9i* .... ..... .. :"?§* • • % .. CEC Weighted Efficiency G.Fp! ...... .. ...... ... ... ... .. ....... . ... .......... . ... ...... ... 97.5 Utility Monitoring, Islanding .. . . 9' .. . �!? ...... ...... .. ... ...... Protection, Country Configurable Yes Nighttime Power Consumption INPUT ,AC output �conduit .size AWG .range ..3/4" minimum / 24-6 AWG 3/4" minimum/ 8-3 AWG .. ............. ... ... . ... .... . ..................... ..... . . ....... ... ... DC input conduit size j c'f'strings'/ Recommended Max. DC Power- 3750 4750 6250 7500 9500 12400 14250 W in/ ..... .... ... ...... ..... ... --Yes Weight with AC/DC Safety Switch.. ..51.2/23 2 ...... ... 5.4.7/.2i..7 .......... .... ........ . 88 4./.4.0.1 l.b./ kg Cooling NaturalConvection Fans (user replaceable) ... .. ......... ...... .... ... i .... .. ..... < 25<50 .... .... ........ ....... ...... ... .... .. .......... dBA ....... Min.iMa'x*.*6'perating*Te,m,p*era*tur,e Max. Input Voltage 'F/'C Range 566 .... ... ... Vd Nom. DC Input Voltage . °For other regional settings please contact SolarEdge support. ii57j'208V"j3*50*'@ 2i6V • Limited to 125% for locations where the yearly average ... V.d. Max. Input Curr eni 9.5 13. 1. 16.5'jj i6W 18'-... 23 I 34.5 Adc .. .. .... - ... . .* ..... I �*P_�!Rmqy .1 .............. Max. Input Short Circuit Trent 30 • 45 Ad c Reverse.Polarity Protection ..Yes .......... qroyqA-!i!�lt Isplation. Detection ... " 600kri Sensitivity .... Maximum Inverter . . Efficiency . ncy .. . . 9i* .... ..... .. :"?§* % .. CEC Weighted Efficiency ..... 97.5 98 I 5 @ 208V 97.5 97.5 I.. 97 @ 208V 97.5 % .. . . 9' .. . �!? ...... ...... .. ... ...... 97.5 @ 240V Nighttime Power Consumption < Z.5 <4 W ''ADDITIONAL FEATURES .'- Supported Communication Interface? .... ..... ....... 11S.485?.R.S.232.,Ethernet, ZigB.e?.(9.ptiona.1).. .. .. . .......... Revenue Grade Data, ANSI C12.1 Optional STANDARD COMPLIANCE Safety. ..... . ... ..... ... ........ Grid Connection Standards IEEE1547 ............... .... .......... .. :' .'­ """ * ..... I " . Emissions ... ... ...... ............ FCC oarl:15 class B InIbIALLAI 1111.0111 bVILI-IrIL.All IUIV.'j ,AC output �conduit .size AWG .range ..3/4" minimum / 24-6 AWG 3/4" minimum/ 8-3 AWG .. ............. ... ... . ... .... . ..................... ..... . . ....... ... ... DC input conduit size j c'f'strings'/ 3/4" minimum 1-2 strings / 24-6 AWG 3/4" minimum 1-2 strings 14-6 AWG .AWG rang!e. .. .... . . . . . *7"5"/*' Dimensions with AC/DC Safety 36.5 x 12.5x 7 30.5 x 12.5 x* 30. 5 x 12.5 x 10. 5 / 775 x 31 5 x 260 in/ ..... .... ... ...... ..... ... mm Weight with AC/DC Safety Switch.. ..51.2/23 2 ...... ... 5.4.7/.2i..7 .......... .... ........ . 88 4./.4.0.1 l.b./ kg Cooling NaturalConvection Fans (user replaceable) ... .. ......... ...... .... ... i .Noise < 25<50 .... .... ........ ....... ...... ... .... .. .......... dBA ....... Min.iMa'x*.*6'perating*Te,m,p*era*tur,e -13to+140/-25to+60 (CAN versiori -40to+60) 'F/'C Range ............. Protection Rating ......NEMA 3R . .......... ........ ... ...... °For other regional settings please contact SolarEdge support. • Limited to 125% for locations where the yearly average high temperature is above 77'F/25*c and to 135% for locations where it is below 77*F/25*C. For detailed information, refer to cl-clf A higher current source may be used; the Inverter will limit Its input current to the values stated •••- CAN F/Ns are eligible forthe Ontario FIT and miuoFIT (micraFIT e- 5E11400A-US-CAN).