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39533-Z
Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 D 4D 7/23/2015 No: 37674 Date: 7/23/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 64098 CR 48, Greenport SCTM #: 473889 Subdivision: See/Block/Lot: 40.-3-3.5 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/2/2015 pursuant to which Building Permit No. 39533 dated 2/10/2015 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 Corwin, Scott of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39533 02-25-2015 PLUMBERS CERTIFICATION DATED Authorized Signature F114 lJTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39533 Date: 2/10/2015 Permission is hereby granted to: Corwin, Scott PO BOX 276 Greenport. NY 11944 To: Installation of roof mounted solar panels as applied for. At premises located at: 64098 CR 48. Green SCTM # 473889 Sec/Block/Lot # 40.-3-3.5 Pursuant to application dated To expire on 8/11/2016. Fees: 2/2/2015 and approved by the Building Inspector. SOLAR PANELS $50.00 ELECTRIC $100.00 CO - ALTERATION TO DWELLING $50.00 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 a 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. � V2 1 \1 e New Construction: Old or Pre-existing Building: (check one) Location of Property: c'or�_ e e" House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: (u— Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Town Mall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger. richert@town.southoId.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Scott Corrin Address: 64098 CR 48 City: Greenport St: New York Zip: 11944 Building Permit#: 39533 Section: 40 Block: w3 Lot: 3.5 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 Commerical Outdoor X 1st Floor New Renovation 2nd Floor Addition Survey Attic INVENTORY Service Only Pool Hot Tub Garage Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 19.38 KW Roof Mounted Photovoltaic System to Include 76- Trina Solar, TSM- 255 PD 05.18 Panels and 2- Fronius 7500 W Inverters. Notes: Inspector Signature: - Date: February 25, 2015 Electrical Compliance Form.xls ®4bb®'d 0 AR July 3, 2015 Ryan Romard SolarCity- Long Island RE: Structural Engineering Approval Letter Corwin, Scott Residence 64098 North Rd, Greenport NY 11944 Job No. 119362 Date of installation 02/-20/2015 Building Permit # 39533 To Whom It May Concern, !) JUL 2 1 2015 t' ------------ 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, 1' 1 ;0• • � 1 11 Eclipse Engineering, as a third party, has provided a structural -only review of the enclosed project. 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 SOLARCITY.COM AZ ROC 243771, CA CSLB 888104, CO EC 8041, OR CCB 180498, TX TDLR 27006 rAf so couril TOWN OF SOUTHOLD BUILDING- DEPM I c lk:-1 :j =[,lot mi.[* RE.MARKS-. FIELD INSPV,=,QN ELPOP-11 FOUND (1ST) DATE CO SITS FOUNDA1iON (2ND), t� . ROUGH FRADMO &c PLUMBING H OQ INSULATION PER N. Y. STATE ENERGY CbDZ H FINAL v f CU.rd` • Co m 'TOWN OF SOUTHOLD °BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthForlc.net Examined Approved Disapproved a/c 20 20 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 1-y' Expiration , 20 14 !1 !FEB 2 2015 %- PT CATION FOR BUILDING Do you have or need the following, befart� applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: �cy�— \I Mail to: cc Phon Date 20 1 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the 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. C-1 (Signature of applicant or name, if a corporation) tgt)gg- Aj®r 6reen (Mailing address of applicant) yy State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 Name of owner of premises mt-- �� ^ (As on the tax roll or latest deed) If applicant is a corporation, sigriatuke bf duly authorized offi-der -- - (Name and title of corRorate officer) Builders License No. c Plumbers License No. Electricians License No. Other4Trade's License No. 1. Locator of land on which proposed work will be doJ�ie- House Number Street County Tax Map No. 1000 Section Hamlet qO Block' J Lot .s a 5 1 C A Subdivision 2. State existing use and occupancy of a. Existing use and occupancy 0 Intended use and occupancy Filed Map No. and intended usp and occupancy of proposed construction: 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work R-0 Cg=- uv\pUfVt- SaN&IC 9leC � (Description) Q Estimated Cost -Fee (To be paid on filing this application) Number of dwelling units on each floor 5. If dwelling, number of dwelling units. If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7 Dimensions of existing structures, if any: Front Height Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories, Depth Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 01-_ 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO � 9 1pDc� 14. Names of Owner of premises �an Address L yo gf- /vat"- phone No. d Name of Architect big ,sse.;4-) � 2-0_n Pte. Address9a3 me)17rp4_� Phone No - Name of Contractor See ac- r tom- Address909 mn-17,dy cj Phon No. ®1.6 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUN Y OF if i t �3�a :being -duly sworn, deposes and. says that (s)he is the applicant (Name f individual signing contract) above named, (S)He is the (Contractor, Agent, of said owner or owners, and is duly authorized to F that all statements contained in this application are I performed in the manner set forth in the application Sworn to before me tlii day of h 20VS Notary Public rte 05ficer, etc') ®enaaeeae®e �J ®!%,fined the said work and to make and file this application; is®s+l;•li�',®tipwledge and belief; and that the work will be Im1tA�3.�1b�C ®� QB1AL9F'Eb 1N ®9933t V .. "IGS. COUNTY colw 08/18/2018 o®o ®p ®®®Q$ Ann f/ - Signature of Applicant Scott A. Russell �� STO)K-t N[WATER.. SUPF,RVISOR MANAGEMENT .73095SOLD TVM HALL - P, 0- Box 1179 M� Roams s OLTM aLD, ?JM YORK x1971 �� Town of Southold CIMrTF,R 236 .. STORMWXJCFR MANAGEMBNT-WORKSHEEN' ( TO BE COMPLETED BY THE APPLICANT) DOES TMS it ROJ8CT INVOLVE ANY of THE FOLLOWING: 4 OEM Aid. THAT APPLY? ; A.. Clearing, grubbing, grading or -stripping of lead which affects more 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. 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, beaux, bluff or coastal erosion hazard area. E. Site preparation within the .one-hundredr~ ear floodplain as depicted on FIRM Map of any watercourse. F. Installation of new 'or resurfaced impervious surfaces of 1,000 square feet or i.LIW %" unless prior' approval of a Stvrlx�water Management l Control plan was received by 'the 'T'own and the proposal includes in-kind replacement of impervious surfaces. _-_.__....... 1f you answered NO to all of the questions above, S Ori Complete the Applicant section below with your Name, _ Signature, Contact information, hate & County Tax Xap Nuintborl Chapter 238 does not apply to your project. if you aiuswered ws to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Cbeck List Form to the Building Eepartment w1t6 —Your Bading Permit Application. Daic APPi.KN T - Wroperty Owner, Dc.-i,n Prof -nasi, mt< Cwt tor. Othetl - S•C T^M - 1000 C_ District NAME CC m., section Block Lot � �1�7 pf 7� t1 A! �y[�f] ♦ 7}T. A.-7�tr�+ � 7 C.�^. .. . FOR Btrill DING DE AR i ' EN ! VST.. ` NIL aaaa - ConmCt fnfotrnmioic- Property Addres�s /�pLocation of Construction Work - FORM * SMC_'P - TOS MAY ?.0l4 I A # OtLWT RevleNVEM py_ Date5- Approved for processing Building Permit. Stormwater Management Control Plan Not Rciluired. Slormwater Management Control Plan is Required. (Forward to Engineering Deparimenl for Revicw.) Gi.: i.l'fii.-Rn-/n Town Hall Annex 54375 Main Road F.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roaer.richertfci �o`wn so7utfio16.nv.us BUaDINGDEPARTMEENT TOWN OF APPLICATION O• ELECTRICAL • REQUESTED BY:��� �-- Date: -� Company Name: Name: C-1 ��n )f cxyvc License No.: Z__1 a -1 Ar_% r= JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax - Ma District e'D F iVVV VG4LIV11. �] U *BRIEF DESCRIPTION OF WORK (Please Print Gleamy) Tease Circle All That Apply) Is job ready for inspection: *Do -you need a Temp Certificate: Temp Information (If needed) Block: Lot: YES / Rough in 6SyNO Final *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 - r -_y --0V1 .82�Request for inspection Form 11 U �A\ TOW"F SO'UTHOLD PROPERTY;' RECORD. CAR OWNER, STREET VILLAGE DIST. SUB. LOT "644 2 ( 14 FORMER OWNER N. ACR. I ji, W, TYPE,OF, BUILDING RES. SEAS. VL. FARM CcMM(i CB. MISC. Mkt. Value LAND IMP. TOTAL DATE ;REMARKS 7M /f 6 1) 6 0 V Y C,fl�ycl 7a /,•7nx",n IV �6 0 A r, X ?&za, 0, 7"o A P 0 (1) _�af 184- 06- 4fi)0 6200 5-`A, .71gg - F -y -e-1 (4 C_-� n C r) 'An _fX � 1 `5 0-6 — coo �-_ j -one 4,mll/ f)v)Sfv-, :b.4)0 n.(4 _oe �EW - pit FARM Acre Value Per M a, ------------ '01i. I q r/ 51311b 3531,-7 blor",e- aAd 14ibc, L/ Tillable 1 Tillable 2 Tillable 3 Woodland _00 4. i6- 0 0 fe n, A 05- CD Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK .A M �« ©52 mr Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 March 4, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City 923 Motor Parkway Suite C Hauppauge, New York 11788 Telephone (631) 765-1802 Fax (631) 765-9502 NOTE: Before the Certificate of Occupancy can be issued the architect or engineer must certify the solar panels were installed per New York State Code RE: Scott Corwin, 64098 North Road, Greenport TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 39533-Z Solar Panels STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la. Legal Name & Address of Insured (Use street address only) lb. Business Telephone Number of Insured (650) 963-5100 SolarCity Corporation 3055 Clearview Way lc. NYS Unemployment Insurance Employer San Mateo, CA 94402 Registration Number of Insured 49-892777 Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State, i.e., a Wrap -Up 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" WA7-66®-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) QJ (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 A� & CERTIFICATE OF LIABILITY INSURANCE09/031/20142014 DATE /YYYY) 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(les) 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: PNCN o A No): E-MAIL ADDRESS: CALIFORNIA LICENSE NO. 0437153 SAN FRANCISCO, CA 94104 09/0112014 09/01/2015 INSURER(S) AFFORDING COVERAGE MAIC # INSURER A : Liberty Mutual Fire Insurance Company 16586 998301-STND-GAWUE-14-15 INSURED Ph (650) 963-5100 SolarClty 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 -002493640-01 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. ILTR TYPE OF INSURANCE INSR SUER POLICY NUMBER POLICY EFF MM%DDY� LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE T OCCUR TB2-661-066265-014 09/0112014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ MED PCP (Any one person) $ 10,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY X PRO- LOC PRODUCTS - COMP/OP AGG $ 2,000,000 Deductible $ 25,000 A AUTOMOBILE X X XHIREDAUTOS X LIABILITY ANY AUTO ALL OWNED X SCHEDULED AUTOS AUTOS X AUTOS D Phys. Damage AS2-661-066265-044 09/01/2014 09/0112015 COEaMBINED ccident SINGLE LIMIT $ 1,000,000 a BODILY INJURY (Per person) $ P tid BODILY INJURY (Per accident) $ ( ) PROPERTY Ecid DAMAGE $ acnt COMP/COLLDED: $ $1,000/$1,000 B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE TH7-661-066265-014 09/01/2014 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 YIN OFFICER/MEMBER'EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A WA7-66D-066265-024 WC7-661-066265-034 (WI) WC DEDUCTIBLE: $350,000' 09/01/2014 09/01/2014 09/0112015X 09/0112015 WC STATU- OTH- 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 Town of Southold 980 Hawkins Ave. PO Box 708 Lake Grove, NY 11755 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk & Insurance Services Charles Marnri ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD . .0 cart -m ^ D,* �- ft ft aomsdwft M92CRITC:&V I 11 ELECTRICAL NOTES rp JURISDICTION - - - ABBREVIATION A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING FSB FIRE SET—BACK GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE S STAINLESS STEEL STC STANDARD TESTING C0NDI1IONS . TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(B). 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 9. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER. USING UL LISTED GROUNDING HARDWARE. 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS. LICENSE GENEML NOTES 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. I MODULE GROUNDING METHOD: ZEP SOLAR I AHJ: Southold Town UTILITY: PSE&G—Long Island (Public Service Electric & Gas Co.) PV1 COVER SHEET CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB -119362 0 0 CONTAINED SHALL NOT BE USED FOR THE PV2 BENEFIT OF ANYONE EXCEPT -SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE MODULES: (76) TRINA SOLAR # TSM-255PD05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. FRONIUS -IG PLUS A 7.5 WM CORWIN, SCOTT 64098 NORTH RD GREENPORT, NY 11944 (631) 477-1476 C rs: pi, / ;',', : I—I ALL CODES OF NEW YORIK STA".''E_ & TOWN CODES AS REQUIRED A a Qr11 �1T � n Tn� alAi 7D A V,,, r SDU "r +;' , TEES nr �CY 0�� _� �,� r' . I'�" �� ':I` ,,,\:E_ iS UNLAWFUL VVTHOUT CERTRCaTE OF QCCUp� `�� RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, CORWIN RESIDENCE 19.38 KW PV ARRAY PAGE NAME SHEE APPROVED AS NOTED DATE: /O B.P. # j FEE. -- BY:� NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 17 IIIIIIIIIIIIINGIiI/3e3 7P Cutsheets Attached REV BY DATE COMMENTS REV A I NAME I DATE COMMENTS x * * x Chris Vargas SHEET: REV: DATE PV 1 1/12/2015 AA. 0 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F.(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcitycom PV1 COVER SHEET PV2 SITE PLAN PV3 PV4 STRUCTURAL VIEWS STRUCTURAL VIEWS 17 IIIIIIIIIIIIINGIiI/3e3 7P Cutsheets Attached REV BY DATE COMMENTS REV A I NAME I DATE COMMENTS x * * x Chris Vargas SHEET: REV: DATE PV 1 1/12/2015 AA. 0 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F.(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcitycom 64098 North Rd (E) DRIVEWAY O App— X0 -A-y I. 1 1 1 I 1 L 1 1 I I i Front Of House • Digitally signed by Hussein Kazan H u s! 01 31ft- e0m, &I DN: dc=local, dc=SolarCity, ou=SolarCity Users, ou=Blackwood, cn=Hussein Kazanemail=lkazan@solarcity.com o Date: 2015.01.13 10:54:54 -05'00' F AC �In �0 I(Inv� 3 - L CONFIDENTIAL — THE INFORMATION HEREIN JOB N613ER: JB -119362 0 0 CONTAINED SHALL NOT BE USED FOR THE AZIMUTH: 70 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS AZIMUTH:,250 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (76) TRINA SOLAR # TSM-255PDO5.18 SOLARCITY.EQUIPMENT. WITHOUT THE WRITTEN -- INVERTER: PERMISSION OF SOLARCITf INC. FRONIUS # IG -PLUS A 7.5 CORWIN, SCOTT 64098 NORTH RD GREENPORT, NY 11944 (631) 477-1476 CHANGE CORWIN RESIDENCE 19.38 KW PV ARRAY PAGE NAME SITE PLAN ARRAY PITCH: 31 ARRAY AZIMUTH: 70 Shingle STORY: 1 St ARRAY PITCH: 31 .ARRAY AZIMUTH:.250 Shingle STORY. 1 St ARRAY PITCH: 31 ARRAY AZIMUTH: 250 Shingle STORY. 1 Si ARRAY PITCH: 18 ARRAY AZIMUTH: 250 Shingle STORY: 1 S1 PITCH: 31 MPI AZIMUTH: 70 env MATERIAL: Com PITCH: 31 MP2 AZIMUTH:,250 ® MATERIAL: Com PITCH: 31 MP3 AZIMUTH: 250 Q MATERIAL: Com PITCH: 18 INP4 AZIMUTH: 250 LC MATERIAL: Com ARRAY PITCH: 31 ARRAY AZIMUTH: 70 Shingle STORY: 1 St ARRAY PITCH: 31 .ARRAY AZIMUTH:.250 Shingle STORY. 1 St ARRAY PITCH: 31 ARRAY AZIMUTH: 250 Shingle STORY. 1 Si ARRAY PITCH: 18 ARRAY AZIMUTH: 250 Shingle STORY: 1 S1 3055'Clearview Way SHEET: REV: DATE San Mateo, CA 94402 r� T; 50) 638-1028 F:(650) 638-1029 PV 2 1/12/2015 (568)—soL-CITY (765-2489) www.solareity.com (E) UTILITY METER & WARNING LABEL env INVERTER 'W/ INTEGRATED DC DISCO & WARNING LABELS ® DC DISCONNECT & WARNING LABELS Ar AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS 0 DISTRIBUTION PANEL & LABELS LC LOAD CENTER & WARNING LABELS DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS o CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED L- -J INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale:1/16" = 1'• 01' 16'- 32' E S IESIGN: Chris Vargas �e ,�`SolarCity. 3055'Clearview Way SHEET: REV: DATE San Mateo, CA 94402 r� T; 50) 638-1028 F:(650) 638-1029 PV 2 1/12/2015 (568)—soL-CITY (765-2489) www.solareity.com 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 ASIDE VIEW OF MPlA NTS MP1A X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 48" 22" C2)1 STAGGERED PORTRAIT 32" 13" RAFTER C.I. 2X8 @ 16° OC 2x8 @16" OC ROOFAZI 70' PITCH 31 ARRAY AZI ` 70 PITCH 31 STORIES:, 1 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 SOLARCITY INC. JOB NUMBER. JB -119362 0 0 MOUNTING SYSTEM: Comp Mount Type C MODULES:- (76) ODULES(76) TRINA SOLAR # TSM-255PD05.18 INVERTER: FRONIUS # IG PLUS A 7.5 INSTALLATION ORDER X -SPACING X -CANTILEVER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. LANDSCAPE 48" 22" C2)1 SEAL PILOT HOLE WITH POLYURETHANE SEALANT. PORTRAIT 32" 13" (3) INSERT FLASHING. ROOF AZI 70 PITCH 31 STORIES: 1 ARRAY AZI 70 PITCH 31 Comp Shingle (4) - PLACE MOUNT. (5) . INSTALL LAG BOLT WITH SEALING WASHER.. a(6)' INSTALL LEVELING FOOT WITH BOLT & WASHERS. CORWIN, SCOTT 64098 NORTH RD GREENPORT, NY '11944 (631) 477-1476 �V 1 SIDE VIEW OF MPIB NTS BW MP1B X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 48" 22" STAGGERED PORTRAIT 32" 13" RAFTER CJ. 2x8 @ 16" OC 2x8 @16" OC ROOF AZI 70 PITCH 31 STORIES: 1 ARRAY AZI 70 PITCH 31 Comp Shingle CORWIN RESIDENCE 19.38 KW PV ARRAY PAGE NAME STRUCTURAL VIEWS Chris Vargas SHEET. REV: DATE- PV ATEPV 3 1/12/2015 'w,;;SOlafClty. hr 3055 Clearvlew Way San Mateo, CA 94402 T:(650) 08-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com 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 OmOF'MP2 NTS MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 48" 22" STAGGERED PORTRAIT 32" 13" RAFTER 2X8 @ 16" OC ROOF AZI 250 PITCH 31 STORIES: 1 ARRAY AZI 250 PITCH 31 CJ. 2x8 @16" OC Comp Shingle INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. (3) INSERT FLASHING. 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 HATH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 51 STAND®FF joB NUMBER: JB' -119362 0 0 MOUNTING SYSTEM: COMD Mount Tvoe C MODULES: (76) TRINA SOLAR # TSM-255PD05.18 INVERTER: IG PLUS A 7.5 (5) INSTALL LAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH BOLT'& WASHERS. CORWIN, SCOTT 64098 NORTH RD GREENPORT, NY 11944 (631) 477-1476 ® SIDE VIEW OF MPI NTS C� MP3 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 48" 22" 1 STAGGERED PORTRAIT 32" 13" RAFTER C.J. 2X8 @ 16" OC 2x8 @16" OC ROOF AZI 250 PITCH 31 STORIES: 1 ARRAY AZI 250 PITCH 31 Comp Shingle_ CORWIN RESIDENCE 19.38 KW PV ARRAY PAGE NAME STRUCTURAL VIEWS DESIGN: Chris Vargas SHEET REV: DATE PV 4 1/12/2015 .%SolarCity 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES Inv 1: DC Negatively Grounded INV 1 - (1)FRONIUS # IG PLUS A 7.5 INVERTER LABEL:A SPECS MODULE SPECS LICENSE BOND (N) #6 GEC TO (N) GROUND ROD Panel Number: QOC40U - (76) TRINA SOLARTSM-255PDO5.18 AT PANEL WITH IRREVERSIBLE CRIMP- Meter Number. 79 317 220 Inv 2: DC Negatively Grounded AFCI Inverter, 750OW, 24OV, 95.5% PV Module; A5W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP, 1000V Underground Service Entrance Tie-In: Supply Side Connection INV 2-(1)FRONIUS Q IG PLUS A 7.5 LABEL: B AFCI Inverter, 7500% 24OV, 95.5% Voc: 38,1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER 200A MAIN SERVICE PANEL �E E� 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER BRYANT Disconnect (N) 125A Load Center SolarCity B 7 5 FRONIUS C BOA LA j/ , DIG 4OA/2P PLUS A 7.5 1. q DC+ 41 - L1 zgov G - DC- B B 200A 2P L2 t-- -- DC+ I (E) LOADS GND - _ - _ _ _ - _ _ _ _ _ - - - -I F o r------------- N _EGC/ GEC DC+ ---lN DG 3 _ _ _ _ DG MP 1: 3x12 i' DC+ I oc- 13)ID I I L-------------------------------- -- --�-- -- I GND EGC - - - - - - - - - - - - - - - - - - - - -- - - ___�-__ EGC - - - - - - - - - - - - - - - - - - - - - - - - Jr ' SolarCity N ; Inverter 2 I 6 FRONIUS B 2 DC+ I - 40A/2P IG PLUS A 7.5 r _ _ _ _ DG Dc+ I --- - GEC i ' I i2 zaov � _ _ _ Dc--MP 2: 2x10 i I TO 120/240V I I N Dc++ 4 Dc- MP 3: 2x10 ' i SINGLE PHASE I L EGCI DC+ _ _ OC+ I UTILITY SERVICE _ ---------------------------- --- GEC --- TN L--- D�--------------------------- -- --- -- DG I I I GNDEGC--------------------------- -- +--- -- -EGC-----------------j 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. Voc* = MAX VOC AT MIN TEMP P( (1)Ground Rod; 5/8' x 8', Copper IPC 4/0-2/G C (1) CUTLER-HAMMER # DG223NRB Disconnect; 100A, 24OVac, Fusible, NEMA 3R (1) SolcrCityy� 4 STRING COMBINER BOX 4 STRIN S, FUSED, ROUNDED ®IC -(2)ILSCO Insula ion Piercing Connector, Main 4/0-2, Tap 2/0-6 - (1) CUTLER-tIAMMER. # DG100NB (3) FERRAZ SHAWMUT ATM15 Ground/Neutral Kit; 60-100A, General Duty (DG) - # Fuse; 15A, 60OVDc, Midget S� SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE AS, SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. - (1) CUTLER-HAMMER # DS16FK Class R Fuse Kit B O 1 SolaiCity� 4 STRING COMBINER BOX 4 SICU FUSED, GROUNDED - (2)FERRAZ SHAWMUT# TRBOR PV BACKFEED OCP Fuse; 80A, 250V, Class RK5 , - (4)FERRAZ SHAWMUT ATM15 ® (1)BRYANT# BR48L125RP Fuse; 15A, 60OVD , Midget Load Center, 125A, 120/240V, NEMA 313 -(2)CUTLER-HAMMEJt # BR240 Breaker, 40A 2P, 2 Spaces O� 1 AWG #4, THWN-2, Black 14I-(1)AWG #4, THWN-2, Red �1 AWG #B, THWN-2, Black ®Is�(1)AWG #8, THWN-2, Red(1)AWG ® 1 AWG #8, THWN-2, Black Voc* = 520.11 VDC Isc = 26.64 ADC 08, THWN-2, White'- Vmp =366 VDC Imp= 25.11 ADC (6 )AWG #10, USE-2/RHW-2, Black ® (1)AWG #6; Solid Bare Copper 'EGC Voc* = 520.11 VDC Isc = 8.88 ADC Vmp = 366 VDC Imp= 8.37 ADC LLLL (1) AWG #4, THWN-2, White NEUTRAL Vmp =240 VAC Imp = 62.4 AAC LLLLLL (1) AWG #10, THWN-2, White NEUTRAL Vmp = 240 VAC Imp = 31.2 AAC (1 AWG 10, THWN-2, Green EGC - 1) Conduit Kit 1". PVC, Sch..40 -(1)AWG #6, TRW!4-2,, Green EGC/GEC -(1)Conduit Kit; 1-1/4" PVC, Sch. 40 (1) AWG #4, THWN-2, Black -(1)AWG #6, TFIWN-2,. Green EGC/GEC-(1)Conduit Kit; 1" PVC, Sch. 40, (1)AWG #8, 1HWN-2, Black ® (1 AWG #6, THWN-2, Black Voc* = 433.43V - Isc = 35.52 ADC (I )AWG #6, THWN-2, White Vmp =305 VDC Imp= 33.48 ADC (8 AWG #10, USE-2/RHW-2, Black ® (I) AWG #6, Solid Bare Copper EGC Vac* = 433.43VDC Isc = 8.88 ADC Vmp =305 VDC Imp= 8.37 ADC ® (1) AWG #4, THWN-2, Red © jF(1) AWG #B, THWN-2, Red (1) AWG #10, THWN-2, Green Epp - 1) CandUlt. Kit; 1", PVC, Sch. 40 (1)AWG #4, THWN-2, White NEUTRAL Vmp =240 VAC Imp=62.4 AAC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC , Imp =31.2 AAC -.(I) AWG #6, Solid Bare Copper GEC - (1) Conduit, Kit; 1-1/4" PVC, Sch. 40 - (1) AWG #6, 1HWN-2, Green EGC/GEC - (1.) Conduit Kit; 1" PVC, Sch. 40 CONFIDENTIAL -THE INFRMA710N HEREIN JOB NUMBER:PREMISE JB-1 19362' 00 OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR ,HE CORWIN, SCOTT CORWIN RESIDENCE Chris Vargas C Mom SYSTEM: Comp Mount Type_ C IFRONIUS NOR SHALL IBENEFIT OF T BEN DISCLOSED SN WHOLE OOLARCITY R 4098 NORTH RD 19:38 KW PV ARRAY .7 Y i,: ®Iar��t PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH GREENPORT, NY 11944 MODULES: 3055 aearview Way San Mateo, CA 94402 THE SALE AND USE OF THE RESPECTIVE (76) TRINA SOLAR # TSM-255PDO5.18 SHEET: REV; DATE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC.- (631) 477-1476 PAGE NAME THREE LINE -DIAGRAM, PV" 5 1/12/2015 E(650) 638-1028 F(650) 638-1029 (888)-SOL-CITY (765-2489) www.solarcitycom INVERTER: IG PLUS A 7.5 Label Location: (C)(CB) Per Code: NEC 690.31.G.3 Label Location: pC�O�OMOOf��'l°�C� DCS (DC) (INV) DD DOU�l�1CC Per Code: NEC 690.14.C.2 M11I M M POWER -A P�OO;IINT CURRENT (1lmp). MA�XAIMUM POO "EER V POINT VOLTAGE (IU,Imp) _ MAXIMUM N VOLTAGE _SHOOCA CURRENT (Isc)_ WARNING ELECTRICAL SHOCK HAZARD DD OO N©T T©'UCH TERMINALS TERMdNALS OO N BOTH LINE AND 'LOAD SIDES MAY BE ENERGIZED IN THE OPEN POO SITZ OON DC VOO LTAG'E IS ALWAYS PRlE==SENT WHiEN SOLAR MOO D• ULES ARE E-XPCSE=D TO SUNLIGHT WARNING ELE=CTRIC SHOO CK HAZARD iIF A GROUND FAULT IS INDdCATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGR©U'NDEDAND 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: PHOTO�/✓IDUMC ACS (AC) (POI) D1OWNNEOT Per Code: NEC 690.14.C.2 WARNING ELE=CTRIC SHOCK HAZAR+D DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY B'E E=NERGIZED IN THE OPEN POSITION WARNING INVERTER OUTPUT CONNE-CTI©N DO NOT REL©CATE THIS OOVERCU'RRE=NT DEVICE PHOOT©VO•i MIC POINT CF INTERCO NN1 ECT I'OON WARNING: ELE-CTRIC SHOCK HAZARD. DD C NOT TOUCH TERMINALS. TERMINALS OO N BOTH THE LINE AMD LOAD SIDE MAY BSE E=NERGIZED IN THE OPEN POSITION. FOR SERVICE DE --ENERGIZE BOTH SOURCE IIIIIIIIIIIIIIIIIIIIANRR MAIN BREAKER. no \W/ SOOURGE MAX�IM'llM AC _ A OPERATING CUR+RAE=NT MAXIMUM AC V OPE=RATING VOLTAGE Label Location: (AC)(POI) Per Code: NEC 690.17.E Label Location: (POI) Per Code: NEC 690.64.B.7 Label Location: (POI) Per Code: NEC 690.17.4; NEC 690.54 Label Location: (D) (POI) 0 0 0 wo Per Code: Q=rr 0 D NEC 690.64.8.4 Label• • CAUTION ' • DUAL POWER SOOLE CE Per Code: SECOND SOO U'RCE IS NEC 690.64.13.4 PHOTOVOLTAIC SYSTEM WARNING ELE=CTRIC SHOO CK HAZARD THE DC CONDUCTORS OO F THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED 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 IJN, i!r C®C® o® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- ■ S�t�A IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC Label Set ���+',S®laf"��t o TIr EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE �� MMILIM SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Label AC APer ' ' • OPERATING CUR+R{ENT Code: MAXNiMUM AC OPERATING OLTAGE V 690.54 WARNING ELE=CTRIC SHOCK HAZAR+D DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY B'E E=NERGIZED IN THE OPEN POSITION WARNING INVERTER OUTPUT CONNE-CTI©N DO NOT REL©CATE THIS OOVERCU'RRE=NT DEVICE PHOOT©VO•i MIC POINT CF INTERCO NN1 ECT I'OON WARNING: ELE-CTRIC SHOCK HAZARD. DD C NOT TOUCH TERMINALS. TERMINALS OO N BOTH THE LINE AMD LOAD SIDE MAY BSE E=NERGIZED IN THE OPEN POSITION. FOR SERVICE DE --ENERGIZE BOTH SOURCE IIIIIIIIIIIIIIIIIIIIANRR MAIN BREAKER. no \W/ SOOURGE MAX�IM'llM AC _ A OPERATING CUR+RAE=NT MAXIMUM AC V OPE=RATING VOLTAGE Label Location: (AC)(POI) Per Code: NEC 690.17.E Label Location: (POI) Per Code: NEC 690.64.B.7 Label Location: (POI) Per Code: NEC 690.17.4; NEC 690.54 Label Location: (D) (POI) 0 0 0 wo Per Code: Q=rr 0 D NEC 690.64.8.4 Label• • CAUTION ' • DUAL POWER SOOLE CE Per Code: SECOND SOO U'RCE IS NEC 690.64.13.4 PHOTOVOLTAIC SYSTEM WARNING ELE=CTRIC SHOO CK HAZARD THE DC CONDUCTORS OO F THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED 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 IJN, i!r C®C® o® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- ■ S�t�A IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC Label Set ���+',S®laf"��t o TIr EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE �� MMILIM SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. kSolarCity I ®pSolar Zep System for composition -shingle roofs Next -Level PV Mounting Technology, ' Oruun. Zep _ rntertock (Kay side shown) Leveling Foo -".- ..MPp'� • Works with all Zep Compatible Modules, ' Zep Compatible PV Module f • Zep System UL 1703 Class A Fire Rating for,Type 1 and Type 2 modules uL LISTED 1 Zep Groove -� _ Real Anachmeot - Installs -in portrait and landscape orientations Army Skirt .•. >::,. :`• • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to' UL 467 a �Description n SO PV mounting solution for composition shingle roofs ..MPp'� • Works with all Zep Compatible Modules, • Zep System UL 1703 Class A Fire Rating for,Type 1 and Type 2 modules uL LISTED • Auto bonding UL -listed hardware creates structual and electrical bond Specifications Designed for pitched roofs :,•� Installs -in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to' UL 467 • Zep System bonding products are UL listed to'IL 2703 • Engineered for spans up to 72" and cantilevers up to. 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain zepsolar.com This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspaM am. 12 2214 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 'r{SolarCity I ®pSolar Components Next -Level PV Mounting Technology Comp Mount Interlock Leveling Foot Part No. 850-1345 Part No. 850-1388 Part No. 850-1397 Listed to UL 2582; Listed to UL 2703 Listed to UL 2703 Mounting Block to UL 2703 Ground Zep Array Skirt, Grip, End Caps DC Wire Clip Part No. 850-1172 Part Nos. 500-0113,' Part No. 850-1448 - Listed to UL 2703 and 850-1421, 850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. , 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 - '` Up -roof - -' _ sl Comp Mount Interlock Leveling Foot Part No. 850-1345 Part No. 850-1388 Part No. 850-1397 Listed to UL 2582; Listed to UL 2703 Listed to UL 2703 Mounting Block to UL 2703 Ground Zep Array Skirt, Grip, End Caps DC Wire Clip Part No. 850-1172 Part Nos. 500-0113,' Part No. 850-1448 - Listed to UL 2703 and 850-1421, 850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. , 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 - Battery Charging Systems Welding Technology Solar Electronics L7 SHIFTING THE LIMITS PI M D' ISI � I I MA RPI P N I Wk M, IN A A. 1 NN 04 E- I I I IN' MY � I I 1 9 1 E4 I I` 1.4 1 N ITI ENIT]N K1, M I I I M I I I M' X K1A— " is 2 : mixechoology -/Smart, rusftr rI Quick ;e�!,. Smart Grid_ Switching Technology Ready y /, The Fro hius IG Plus Advanced is the' first complete inverter lineup of the NEC 2011 compliant AFCI protected inverters in the United States. Power classes ranging from ' rn 3 to 12 kW in both single and true 3 phase applications with integrated Fronius MIX Technology and wide voltage windows are the perfect match for your system design. TECHNICAL DATA: FROMPUS IG PLUS ADVANCED uxt5.0-1uN1,6.0-'UNI,7.5-1uNI) —7—:77' � c ''INPUT DATA "', 3.0-1 3,8-1uxes r� - SAM Recommended PV -Power (kWp) 4 2.50 -345 3.20-4.40 4.25-5.75 5.10-6.90 6.35 8.60 41 =65- A VT - Max. Usable input Current 14.0 A 17.8 A 23.4 A 28.1 A 35.1 A '50 0' I'X-volt- Rings" LM ig.� DC Startup 260 V Admissable Conductor Size (DC) No. 14 to 6 AWG. For larger wire, use Fronius connecting distributor. L'' LMax, Cu tp�LTerminal 1 20 &in for higher input —r� Fronius r.eminecti gdistri distributor_ �a TECHNICAL DATA: FRONIUS IG PLUS ADVANCED (3.0-9um1,9.8-IuN1,5.0-9uN1,6.0-luN1,7,5-IuN1) S 7S I" r UNt L DATA PPTPUT 3 0-1UNrl3.8,,1' 6 0 1 '51NI 208 V 183 - 229 V (-12 .10%) F'el- Nominal Output Power 3,000 W 3,800 W 5,000 W 6,000 W 7,500 W I -Max. ContmuousOmpMt Power --7 --7-77 I '. _-3,800'W - , 5,�00 W 6tO �6W----] r 7.500 W AC Output Voltage 208 / 240 / 277 �7k ab gi��&hasez� 12.5 A 15.8 A Admissible Conductor Size (AC) No. 14 - 4 AWG 777 ,1 Nominal Output Frequency 60 Hz 1N0O Gratin XeA.ercy,Bmig-te 59.j --6.5 H. o Total Harmonic Distortion <3% , GEN RALDATA 3.01 j _UNI UNI Max. Efficiency 96.2 96.2 tfl ; 1 '* CEC Efficiency 208 V 95.0% 95.0% 95.5% 95.5% 95.0% —_4 277 V 96.0% 96.0% 96.0% 96.0% 96.0% tConsumpllon in Standby Night).. 1.5 W tiff ,i YCons pmton During Operation 8 W 8 W 14W 14W 14W Pii Enclosurt ype NEMA 311 r r,Po�;er SilckVsig��(L4kg) �-�'57 �Ibs 6Y 7 lb, 2� 31 lbs. kg)- —,I lb kgj::�5F%Z�(L61k� 7�" Wiring Compartment Weight 24 lbs. (11 kg) dT-bln K-bZejt Operating; Temperature,-- iEc -5S" r% Advanced Grid Features Active and reactive nower control, low voltage ride -through TECHNICAL DATA: FRONIUS IG PLUS ADVANCED (3.0-9um1,9.8-IuN1,5.0-9uN1,6.0-luN1,7,5-IuN1) S 7S I" ICIENC' UNt --3 Operating AC Voltage Range 208 V 183 - 229 V (-12 .10%) 277 V 244 - 305 V (12/+10%) 2" 1 7A�L C183 240 8$ al A 240 V 12.5 A 15.8 A 20.8 A 25.0 A 31.3 A 13.7 38-1 d" -7 S-1 J �,,'OkOtECTIV�--_ET, "Ll I , 310 1' jr , 1� " I Ll L11—L, -IL Ground Fault Protection Internal GFDI (Ground Fault Detector/Interrupter) in accordance with UL 1741-2010 and NEC Art. 690 r. el internal i Islanding Protection I.!r'-ad;'in.ccmd!!jce�w 111.17412010, EEEI547-2003am:INEC Over,Tempeiature Pl;t7c—t putpouter derating active�coolmg,+,_<',�,,,, Arc -Fault Circuit Protection Internal AFCI (Arc -Fault Circuit Interrupter); in accordance with UL 1699 Outline of Investigation for Photovoltaic (PV) DC Arc -Fault Circuit Protection (Issue Number 2, January 14, 2013) TECHNICALDATA: FRONIUS 16 PLUS ADVANCED(10.0-1..., 11.4-1u,11,10.0-3uR, DELTA, 11.4-3 URI DELTA, 12.10-31 WYE277) 'k'i +"Ao 0 i 11" JDE -3 �I'Eik,:J��,'ii.444�,� LTA' Recommended PV -Power (kWp) 5.50-11.50 9.70-13.10 8.50-11.50 9.70-13.10 10.20 -13.80 JINinnima Input Current - I - I I -F ' 'LrA�_ f. - 1 27.6 yi:4 A Z K 314A - �_E - _33 Max. Usable Input Current 46.7 A 53.3 A 46.7 A 53.3 A 56.1 A 2:3L,_ �(COV-,7_77_77_7777777=77T7 DC Startup 260 V 7, ax. np!LtVoltage`-7,7-7- Admissable Conductor Size (DC) No. 14 to 6 AWG. For larger wire, use Fronius connecting distributor. M.xrCurrentper DCInPIL -tTezrmnaI_use Fronius connecting distributor -A 717�1171711_1rf7cTF77�:,"-,-- 3' ',bdikl 11:4,-'k'�ULTA IZO �3 WYE2771 J Nominal Output Power 9,995 W 11,400 W 9,995 W 11,400 W 12,000 W Max. Continuous baputp__ Rl 9. 'E�--1,400-�, , 9,995 W �7 995 W I-212,000 -=� AC Output Voltage 208/240/277 208/240/277 208/240 208/240 480/277 WYE Admissible Conductor Size (AC) Nominal Output Frequency 60 HZ L9pc,.tmg,ErcqjLe-cy ange M__-593-60.5 H Total Harmonic Distortion E 7' Erj L DATA �ioo� I '1i.4 - I 3UN DELTA'- 1.4�-.3o.-iDELT'A 11-12 -3 1 WYE277" "M Max. Efficiency 96.2 CUR, D5si0-N_VOH CECEfficiency - 208 V� 95.0% 95.0% 95.5% 95.0% n.a. �-L,7 277 V 96.0% 96.0% n.a. n.a. 96.0% lConsumPtioninSta @b�LNigh .<1.5w Consumption During Operation 20W LCRa11m,','�.,': Enclosure Type NEMA3R Power Weight_' Stacl�Wei 7 __ '84 38 • Wiring Compartment Weight 26 lbs. (12 kg) Admissible Ambient Oj2atLn Advanced Grid Features Active and reactive power control to voltage ride -thio ' _A Compliance o: iO'7,1 idlj).01 (S� t� California Solar Initiative Program'fiandbook-Append zC:=Inverter Integral 5°/Meier Performariee: TECHNICAL DATA„ FRONIUS IG PLUS ADVANCED(10.0-1' 11.41 10.0-3 DELTA11.4-3-DELTA ,.12.0-3 ME277) UNI, URI, URI , .. �EffICIENCY 10.0-1-u. IIIA -1- 10.0 - j.., DELTA 11.4'-3uWDELTA i 120-3 WYE27?-j - - , 4 rZ . - I - Operating AC Voltage Range 208 V 183 - 229 V (-12 /,10 %) 2 �jq � 71=1_1 =7,= F- 277 V, 244-305 V(12/ +10%). f 7777'7�77 Max'.IK! ZotmM _0�tpw Curr 2-0 8 _V'1�8, I 'A 2_77_A-_`7--17�=1_-_ 240 V- 41.7 A 47.5 A 24.0 A* 224 A* n.a. ,-PROTECTIVE,kQUIPME A I.4L3�"PELTA)l ' 12 0 "i3' WYE277 r ., Ground Fault Protection Internal GFD1 (Ground Fault Detector/Interrupter) in accordance with UL 1741-2010 and NEC Art. 690 -6 'LZ - 71 '7 _og lnte� rrad2� Islanding Protection Internal, in cc with UL 1741-2010, IEEE 1547-2003 and NEC Internal AFCI (Arc -Fault Circuit Interrupter); in accordance with UL 1699 Outline of Investigation for Photovoltaic (PV) DC A - cc,Fault Circuit Protection . on Arc -Fault Circuit Protection (Issue Number 2, January 14, 209) d CA, Battery Charging Systems Welding Technology [Solar Electronics % WE HAVE THREE DIVISIONS AND ONE PASSION: SHIFTING THeOMWITS. Whether Battery Charging Systems, Welding Technology or Solar Electronics - our goal is clearly defined: to be the technology and quality leader. With more than 3,000 employees worldwide, we shift the limits of what's possible -our 737 active patents are testimony to this. While others progress step by step, we innovate in leaps and bounds. Further information about all Fronius products and our global sales partners and representatives can be found at www.fronius:com Fronius USA LLC 6797 Fronius Drive Portage, IN 46368 USA pv-usa@fronius.com www.fronius-usa.com Coppe Condu XLPE Insulat NOTE: Also available upon request in SuperSlick Elite& ,/ TYPE USE=-�2/RHH/RFIW-2 COPPER- CON�DUCTOR ENGINEERING SPECIFICATIONS: Standards: Underwriters Laboratories Standards UL -44, UL -854 Federal Specification A -A-59544 NEMA WC704CEA S-95-658 NFPA 70: National Electrical Code (NEC) UL 1685-FT4/IEEE 1202 (70,000 Btu/hr) Flame Test (1/0 AWG and larger) ICEA T-29-520 (210,000 Btu/hr) Flame Test NEMA RV4 2009 ARRA 2009; Section 1605 "Buy American" Compliant CONSTRUCTION: Conductors: Stranded conductors, uncoated copper per ASTM -13787 and ASTM -BB Insulation: Cross-linked polyethylene (XLPE) insulation per UL -854 U� Listed E-174428 44 P'I- Applications: Type USE -2 or RHH or RHW-2 copper conductors are suitable for use In conduit and raceways installed underground in conduit, wet locations, and where condensation and moisture accumulations within the conduit do not exceed 90°C. Applications requiring direct buriaf are permitted for Type USE -2, RHH, RHW-2 per UL -854. For applications requiring Type RHH or RHW-2, conductor temperatures shall not exceed 90°C in wet or dry locations. Type USE -2 or RHH or RHW-2 is permitted for 600 volt applications. Features: Rated VW -1 6 AWG and larger rated for Sunlight Resistance in all colors. On 250 KCMIL and larger, sequential foot markings located every foot for easy measuring. For 1 AWG through 4/0 AWG, sequential foot markings on master reels only unless otherwise specified. 1/0 AWG and larger are rated for cable tray use and comply with IEEE 1202/FT4 (70,000 Btu/hr) flame test. When used as RHH or RHW-2, cable also complies with ICEA T-29-520 (210,000 Btu/hr) flame test. Type USE-2/RHH/RHW-2 Copper Conductor '8 AWG -2 AWG: 19/w is available by request. "Allowable ampacity shown above is per the National Electrical Code. The above data is approximate and subject to normal manufacturing tolerances. PRINT LEGEND: STRANDED CONDUCTOR 12 AWG THROUGH 8AWG: ENCORE WIRE CORPORATION (s ) TYPE USE -2 OR RHH OR RHW-2 VW -1 600 VOLTS XLPE (UL) DATEMMEIOPER/OC STRANDED CONDUCTOR SIZES 6 AWG THROUGH 1 AWG: ENCORE WIRE CORPORATIONS ) TYPE USE -2 OR RHH OR RHW-2 VW -1 SUN -RES 600 VOLTS XLPE NU DATEMME/OPER/OC STRANDED CONDUCTOR SIZES 110 AWG THROUGH 1ODO KCMIL• ENCORE WIRE CORPORATION (s ) TYPE USE -2 OR RHH OR RHW-2 VW -1 SUN -RES 600 VOLTS XLPE (UL) FOR CT USE DATE/nME(OPER/0C 800.962.9 X73 www.enco,rewi;�e.com c . I I Big Q ®.ffY C6 Till C ■ P O P - "iwr LL -22000 12 19 .045 .179 4.55. 20 20 ,.30. 30 _ 1000' carton (2x500), 2500' reels M; 19,. 19., 045.... _ .' 202 ', _ b.73:..' _ ' 30 , . 30 .. ' : , r _. 43 . '..._ - 500' 2500' reels ... _ '_;.. 8 7• .060 .266 J 6.76 40 -50 _ 55 _ 72 _ 500' 1000' 2500' 5000' reels ..,060 _. . _ _3K_ 7.73_ .- 55 - 65 _ 75__ __.._106_ -_ _ _ 500' 10042500' 5000':reels. 4 7• .060 .352 8.94 70 85 95 157 500' 1000' 2500' 5000' reels 3 ,.., 7•',.- ,„ 9., „85 „10; 0, 201,_ 50.1 000'.2500',5000', reels_,,,;, 2 7` .060 412 10.47 95 115 130 237 500' 1-000'126-00' 5000' reels 19__._'080__.:, iA81__. _12.22; 110__, 130__ 150.__ 309._ ._ ._,__500' 1000s2500'5000'reels_____ 1%0 19 .080 .520 13.21 125 150 170 382 500' 1000' 2500' 5000' reels _.: ?J0 .. ._ _.-__79.:., - ._ •080 _ _ _ 564-__ _ 14_33 _. _145.,- 475 195_; -_-_ 471_ _ _._ _ _500' 1000' 2500' 5000' reels 3/0 19 :000 .614 15.60 165 200 225 587 500' 1000' 2500' 5000' reels 4/0 19 080 670 17,02 ' „ 195' _ 230' 260 'r _ '° :729 500' 1000' 2500' 5000;reels „ 250 37 .095 .732 18.60 215 255 290 _ 861_ 500' 1000' 2500' 4000' reels .095 ._ _-, 784 _ _._19.92_ ,._240 _265x, 320_- 1029 _ - - -. _ _ 500'1000'3500'reels_ _00 350 37 .095 .831 21.11 260 310 350 1193 500' 1000' 3000' reels 400, _ 37 x„__.095_ - „ „.:875._ _ 2223 280„ ._ 335_ .380 - , :1354 _ ' 500' 1000:.3000' reels._- _ 500 37 .095 .956 24.29 320 380 430 1672 500' 1000' 2500' reels 600. � 61.._ .,- _ 110 _._ . � 1.086.._ 27.59_ '- _ 355 �, 420 .• 475, _ 2012_ W- . ,,. _- 2 0-0' ._._- 500' 1000'.2000'reels 750 61 110 1'.i88 30.18 400 475 535 2493 500' 1000' 1500' reels 1000 61 - .110 1.337 33.96. 4554 545 615' . 3287 500' 1000' reels '8 AWG -2 AWG: 19/w is available by request. "Allowable ampacity shown above is per the National Electrical Code. The above data is approximate and subject to normal manufacturing tolerances. PRINT LEGEND: STRANDED CONDUCTOR 12 AWG THROUGH 8AWG: ENCORE WIRE CORPORATION (s ) TYPE USE -2 OR RHH OR RHW-2 VW -1 600 VOLTS XLPE (UL) DATEMMEIOPER/OC STRANDED CONDUCTOR SIZES 6 AWG THROUGH 1 AWG: ENCORE WIRE CORPORATIONS ) TYPE USE -2 OR RHH OR RHW-2 VW -1 SUN -RES 600 VOLTS XLPE NU DATEMME/OPER/OC STRANDED CONDUCTOR SIZES 110 AWG THROUGH 1ODO KCMIL• ENCORE WIRE CORPORATION (s ) TYPE USE -2 OR RHH OR RHW-2 VW -1 SUN -RES 600 VOLTS XLPE (UL) FOR CT USE DATE/nME(OPER/0C 800.962.9 X73 www.enco,rewi;�e.com c . I I Big Q ®.ffY C6 Till C ■ P O P Mono Multi Solutions 60 CELL MULTICRYSTALLINE MODULE WITH TRINAMOUNT FRAME . 245®26OWiL POWER OUTPUT RANGE M1! MAXIMUM EFFICIENCY i (0-+3% POWER OUTPUT GUARANTEE As a leading globalmanufacturer of next generation photovoltaic products, we believe close cooperation with our partners is critical to success. With local presence around the globe, Trina is able to provide exceptional service to each customer in each market and supplement our innovative, reliable products with the backing of Trina as a strong, bankable partner. We are committed to building strategic, mutually beneficial collaboration with Installers, developers, distributors and other partners as the backbone of our shared success in driving Smart Energy Together. Trina Solar Limited www,trinasolar.com 4powa. solar Smart Energy Together 1 .1I(b I'I_I 1 F PD05.18 RQ Fast and simple to Install through drop In mounting solution O ! Good aesthetics for residential applications XW l Highly reliable due to stringent quality control Over 30 ` = ,% • in-house tests Inn-hou etesting goewmore) I beyond certification nrequirements • PID resistant Certified to withstand challenging environmental conditions • 2400 Pa wind load • 5400 Pa snow load i LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty 0100% Addlll anat value F.om ri eso% - - - asoloriltneorwanonly ' rear. s 1. Is 20 25 sI =:d _ THE d inummount MODULE TSM -P®05.18 Solarcells ; MulticrystaPne 156. 156 mm is inches) 1.&allorientation DIMENSIONS OF PV MODULE ELECTRICAL DATA@ STC 182 186 1 190 193 t' Moxlmum Power Voltage-VwP (V) 27.6 28.0 unll:mm Peak Power Wotts-Puwx(Wp) 245 250 255 260 941 Power Output Tolerance -P-(%) 6.84 -'0-+3Ir 35.1 J 35.3 35.4 I MaAmum Power Voltage -V., IV) 29.9 30.3 30.5 30.6 ' .00T:I od-ce at 000 w/m°. Ambient lemF..tum 20°C. wind Speed 1 mIs.- Mai mum Power Curre sf-Iwr fAl 8 20 8.77 8.37 8.50 n Open Circuit Voltage -V« (V) 37.8 38.0 38.1 38.2 xmE tShorr Circuit Cunant-Isc (A) 8.75 8.79 6.88 y 9.00 .1 Module Efficiency nm l%) I50 153 15.6 -.i - 15.9 STC:Inadlanee 1000 W/m', Cell Tempeeature Typ1.I.I&cloncy mdeetionof 4.5%ot 100 WI.I. 26°C,Alr Mass AMI.S aeeordng to EN d090N. NI.n. to EN 60904-I. Backview I-V CURVES OF PV MODULE (245W) tom 9.m OOOW -_7.m B00W/m' A.m 40BW 3-m 2aow/m' 2m I.m om o.m top ysm aum xp,m vdtoge(v) ELECTRICAL DATA @ NOCT Solarcells ; MulticrystaPne 156. 156 mm is inches) 1.&allorientation Maximum Power-P..(Wp) 182 186 1 190 193 t' Moxlmum Power Voltage-VwP (V) 27.6 28.0 28.1 28.3 Mwirnum Power Current-6.re(A) 6.59 6.65 6.74 6.84 Open Circuli Voltage Ih-V« (V) I 35.1 35.2 35.3 35.4 I Short Circuit Curmnt(A)-I,(A) 707 7.10 7.17 7.27 .00T:I od-ce at 000 w/m°. Ambient lemF..tum 20°C. wind Speed 1 mIs.- MECHANICAL DATA Solarcells ; MulticrystaPne 156. 156 mm is inches) 1.&allorientation i60-[IsIS-10), I 'M acute dimensions, ,:1650-992- 40 mm (64.95. 39.05.1.57 inches) Welghi ` 21.3 kg (47.0 lbs) R Glass 3.2 mm (0.13 inches),H(gh Transmission. AR Coated Tampered Glass I j Backsheet - --- White Frame j Black Anodized Aluminium Alloywith Trinamount Groove '�J-Box IP 65 or IP 67 rarod- - - n'i Cables ; Photovoltaic Technology cable 4.O mm- (0.006 Inches'). 1 1200 mm (47.2 inches) ' i connearor MC4 - - . --- I I TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating CellOperational Temporoture'-40-+85•C Temperature (NOCT) Od°C (±2-C)- Maximum System iIVoltage DC(UL) -O.dl%!°C IVDCQEC)� ' Temperature Coetflcient of V«tel -0.32%/°C Max Sones Fuse Rating .ISA {Temperature Coetflcient of 1stµ x,0.05%/°C WARRANTY IOyem Producf Workmarship Warranty }a 25 y4ear Linear Power wawa-nly ---.,y (Pleme rofcr to product wanonty for d10,4h) CERTIFICATION 'T kOm <SP PACKAGING CONFIGURATION Modules per box: 26 pteces zI I M�II 4Modules per 40' container: 728 places_ i 4�owasolar C -ION: READ SAFETY ANOINSTALLATION INSTRUCTIONS BEFORE USING ME PRODUCT. calmt, o2o14Tri..IarUn d.M this mserved.sv«a<anon.lndudedl1.1 hdmosh..l- vbleclto S rhanRe wilNoel npli<e. Smart Energy Together eVehi" January 12, 2015 Project/Job # 119362 RE: Project: To Whom It May Concern, CERTIFICATION LETTER Corwin Residence 64098 North Rd Greenport, NY 11944 Version #42.2 Digitally signed by Hussein Kazan �DN: d -local, d-olarCity, ou=Sol arCity Users, Blackwood, cn=Hussein Kazan,HuSseIn KaZa ernail=hkazan@solardrycom / Date: 2015.01.131054:10-05'00' 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 D - Ground Snow Load = 20 psf - MP1A: Roof DL = 10.5 psf, Roof LL/SL = 17 psf (Non -PV Areas), Roof LL/SL = 7.6 psf (PV Areas) - MP1B: Roof DL = 10.5 psf, Roof LL/SL = 17 psf (Non -PV Areas), Roof LL/SL = 7.6 psf (PV Areas) - MP2: Roof DL = 10.5 psf, Roof LL/SL = 17 psf (Non -PV Areas), Roof LL/SL = 7.6 psf (PV Areas) - MP3: Roof DL = 10.5 psf, Roof LL/SL = 17 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. Professional 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 7 Ri;,.,;A' 3; 71. CG. :$I. Ci it8R 104 CU Pc dud 1,.; I Hl, or" ;e: l,. -i-1--1 W".1 ; r;{: 11591 In I4 <=Q, HI C' 29717 MA HiC 103 ;? MD%IHK. Ii-J" iNH'y-' 1 Gi'C'30 UFt r;f� 1FiU4Ca PA 01", ;.. i DL iD6, An ,,- A,,. 11"?. �,.��1:. Sn'�nrJ�lp N, ,.0 6 Ty. pM SyMem stirac N[r a0 Bas. o a n Sofia rs • . • '04 ;0 01.12.2®15 Version #42.2 Project Name; _ _Corwin _Residence _ 119362 _ _ : —Corwin, _Scott -._ _ _ 64098 North Rd '-- ----,Greenport -_ __-- NY ,_. __..' -- -- 11944-- - - _ _ -_ 41 107285_-_. __ _ 72,380999 Long Island- -� Lisa Whitwell AHJ:.__._^•__-___,__ Southold Town 2010 Residential Code of NY State _ IRC 2006 / IBC 2006- ASCE 7-05 _ _--•_-_- =__-- -_- -II-_-___-__._----.- -_.. _ - — N0 - - — , Yes _ Chris Vargas Hussein Kazan, P:E. Job Number: Building Code: CustomerrNName: r Based On: r Address: ASCE Code: . City/State: Risk Category,: Zip Code Upgrades Req'd. Stamp Req'd? PV Designer: Latitude /Longitude: SC Office: Calculations EOR: 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 1/2 -MILE VICINITYMAT ',r� - - - - - ". - 'C•+`,I tl s-,..�^. _ mac' , 4.O • 'ii - t 1 _ .,`.^.'_T? � '? t, t' __ --�„[-d'!l J ,sem. m • ��- .� fry .r � „ e ,,.�+!": � Ik; � , r'r - . J ��� � s .. iN 'N ALL IA,1- 7 l-c f 's° 1_ .4. - •lam - ay'(� .I 11-4 Q JD - � - X14 �! • . 0 _ Lt � `- � � �� Y -r -, vTI n _ 3. � yrs '."` 64098 North Rd, Greenport, NY 11944 Latitude: 41.107285, Longitude: -72.380999, Exposure Category: D C PV System Load - - PV Module Weight (psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV S stern Weight_(plo 3.0 sff Roof Dead Load Non -PV Areas MaterW Load Roof Category Description Lo ALL MPS Table 4-1 Existing Roofing Material At Comp Roof ( 2 Layers) 5.0 psf Re -Roof ASCE Eq: 7.4-1 No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing RZ Yes 1.5 psf Board Sheathing Lr None Equation 4-2 Rafter Size and Spacing Lr 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1.2 psf 7otal Roof Dead Load 7.3.4 & 7.10 go.S sffALL �41PS 10.5 Rsf Reduced Roof ILIA Non -PV Areas VaPue ASCE 7®05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope ASCE Eq: 7.4-1 7/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.85 Section 4.9 Reduced Roof Live Load Lr 4 = Lo (Ri) (RD Equation 4-2 Reduced Roof Live Load Lr 17 psf ALL MPS 17.0 psf Reduced Ground/Roof Lave/Snow Loads Code Ground Snow Load p9 20.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? ps PV Yes ASCE Eq: 7.4-1 38% Effective Roof Slope 310 ASCE Eq: 7.4-1 Horiz. Distance from Eve to Ridge W 16.4 ft 12.3 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially0 9 posed Table 7-2 Snow Thermal Factor Ct All structures except i s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ Pf-min 12.6 psf 7.3.4 & 7.10 Rain -on -Snow Surcharge) Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 12.6 psf 63% ASCE Design Sao eat Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS -roof All Other Surfaces Figure 7-2 Roof ps PV 1.0 ASCE Eq: 7.4-1 38% Design (Roof Snow Toad Over Ps -roof = (Cs -roof Pf ASCE Eq: 7.4-1 Surrounding Roof Ps -roof 62% 12.3 psf ASCE Desig S90 ed Roof Snow Load Ove 0 U es - Surface Condition of PV Modules CS -P„ Unobstructed 5016 pery Surfaces Figure 7-2 Design Snow Load Over PV 6Modaules ps PV Ps_Pv = (C. -P") Pf ASCE Eq: 7.4-1 38% 7.6 psf COMPANY PROJECT WoodWo.rks QD 50"IVARF FOR WOOD DEIROV Jan. 12, 2015 10:29 1 MPI Worst Case & MP3.wwb Design Check Calculation Sheet WoodWorks. Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 337 298 tern Start End Start End DL Dead Full Area No 10.50 (16.0)* psf PV LOAD Dead Partial Area No 1.00 15.17 3.00 (16.0)* psf SNOW LOAD Snow Full Area Yes 2999 13.70 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 19'-5.7" 0' 1'-2" 16'-3" Unfactored: Dead Snow Factored: 177 160 156 142 Total 337 298 Bearing: F'theta 516 516 Capacity Joist 2999 2708 Supports 2789 - Anal/Des Joist 0.11 0.11 Support 0.12 - Load comb #2 #4 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 425 - -minimum Dearing iengtn setting usea: wz— for ena supports Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. MP1 Worst Case & MP3 Lumber -soft, S -P -F, No.1/No.2, 2x1 (1-1/2"x7-1/4") Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 19'-5.7'; Pitch: 7/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); I, WARNING: Member length exceeds typical stock length of 18.0 [ft] ■ •.. . 9 •- •s] a 91 *110 MP1 Worst Case & MP3.wwb WoodWorks® Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 32 Fv' = 155 fv/Fv' = 0.21 Bending(+) fb = 1006 Fb' = 1389 fb/Fb' = 0.72 Bending(-) fb = 21 Fb' = 568 fb/Fb' = 0.04 Live Defl'n 0.42 = L/493 1.16 = L/180 0.36 Total Defl'n 0.91 = L/231 1.75 = L/120 LC #4 = (total) 0..52 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 = 256, V design = 234 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1102 lbs -ft Bending(-): LC #2 = D+S, M = 24 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=,snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load 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 -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. Woodworks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWo'rks, 50MVARf fOR WOOD DESIGN Jan. 12, 2015 10:291 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Load Type Distribution Pat- Location [ft] Magnitude Unit 299 260 tern Start End Start End DL Dead Full Area No 10.5.0 (16.0)* psf PV LOAD Dead Partial Area No 1.42 12.83 3.00 (16.0)* psf SNOW LOAD Snow Full Area Yes 2999 13.70 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 17'-4.3„ 0' 1'-2" 14'-5" Unfactored- Dead Snow 156 143 134 126 Factored: Total 299 260 Bearing: F'theta 516 516 Capacity Joist 2999 2708 Supports 2789 - Anal/Des Joist 0.10 0.10 Support 0.11 - Load comb #2 #4 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 425 - *Minimum bearing length setting used: 1/2" for end supports Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. M P2' Lumber -soft, S -P -F, No.1/No.2, 2x8 (1-112'W-114") Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 17'-4.3"; Pitch: 7/12; 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 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 28 Fv' = 155 fv/Fv' = 0.18 Bending(+) fb = 773 Fb' = 1389 fb/Fb' = 0.56 Bending(-) fb = 21 Fb' = 635 fb/Fb' = 0.03 Live Defl'n 0.25 = L/729 1.02= L/180 0.25 Total Defl'n 0.54 = L/343 1.53 = L/120 LC #4 = (total) 0.35 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 0.458 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 = 224, V design = 203 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 847 lbs -ft Bending(-): LC #2 = D+S, M = 23 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load 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 = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as pet NDS 3.10.3 Page 2 Design Notes: 1. Woodworks' analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design �ountingPiane n rma ion Roofing Material K7. Comp Roof. Table 6-3 PV System Type 3911 SolarCit SleekMountTm Section 6.5.7 SpanningVents V 120 mph Fig. 6-1 Standoff (At6chme Attachment - Comp Mount T C Section_6.5.6.3 Roof Slope qh Gable Roof Fig. 6-116/C/D-14A/B Rafter S`pi_xJ_n_g_ h 16" O.C. --Rafters Section 6.2 Framing j�6e / Direction lbs Y -Y T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment ys pent S tern Tile_Roofs NA Standing Seamarap Spacing SM Seam Only NA Wind Desi& Criteria Wind Design Code K7. ASCE 7-05 Table 6-3 Wind Design Method 3911 Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 120 mph Fig. 6-1 posure Category Exposure - .., b Section_6.5.6.3 Roof Style qh Gable Roof Fig. 6-116/C/D-14A/B IMean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K7. 1.03 Table 6-3 ic Factor Topographic 3911 _1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 1 1.0 Table 6-1 Velocity Pressure qh qh 0.00256 (Kz) (Kzt) (Kd) (VA2) (1) Equation 6-151 3 psf -421 . lbs 32.3 psf T -a - c . tual ALLowABUSUN60FF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 48" 3911 Max Allowable Cantilever . Landscape 22" - NAStandoffConfiguration Landscape Stagg ered 14 sf- Max'Standoff Tributary Area Trib 13 sf 3 psf PV Assembly Dead Load W_PV 3 psf -421 . lbs Net Wind - U Uplift_at Stand - off T -a - c . tual -380lbs - lbs Uplift Capacity of Standoff T -allow 500 lbs 84.2% ,Standoff Demand , jCapacit� DCR 75.9% X -Direction Y -Direction Allowable Standoff Spacing Portrait 65" ,Max Max Allowable Cantilever' Portrait-, -32" 13" IVA Standoff 66rifig-wation Portrait Staggered Ma - x Standoff Tributary , Area. Trib 14 sf- PV Assembly Read_ LoadW_PV 3 psf Net Wind Uplift at Standoff t -actual, -421 . lbs Uplift Capacity of Standoff T_-allow500 lbs ,Standoff Demand iCagaci!y DCR 84.2%