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HomeMy WebLinkAbout43279-Z �p�gUFF�t,�coGy� Town of Southold 3/3/2019 0 P.O.Box 1179 T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40244 Date: 3/4/2019 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 635 Chablis Path, Southold SCTM#: 473889 Sec/Block/Lot: 51.-3-3.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/28/2018 pursuant to which Building Permit No. 43279 dated 12/5/2018 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 on existing single-family dwelling as applied for. The certificate is issued to DeNicola,Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43279 1/18/2019 PLUMBERS CERTIFICATION DATED Authorized Signature y�oa TOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE SOUTHOLD, NY 9� 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#: 43279 Date: 12/5/2018 Permission is hereby granted to: DeNicola, Patricia 635 Chablis Path Southold, NY 11971 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 635 Chablis Path, Southold SCTM # 473889 Sec/Block/Lot# 51.-3-3.4 Pursuant to application dated 11/28/2018 and approved by the Building Inspector. To expire on 6/5/2020. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 B spector 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 I Date. 1111 ) New Construction: // Old or Pre-existing Building: ��(check one) Location of Property: House No. r� Street Hamlet Owner or Owners of Property: CAA— TXU1CV1,^_ Suffolk County Tax Map No 1000, Section ( Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ �j U • lic e UV so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 17 Southold,NY 1199711-0959 �o roger.riche rt(-town.south old.ny.us �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, DeNicola Address: 635 Chablis Path City: Southold St: New York Zip: 11971 Budding Permit#. 43279 Section: 51 Block 3 Lot. 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- Sun Run License No- 33878-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment. 11890 W roof mounted photovoltaic system to include 41-290 w panels, 1-7680 w inverter, 1-6000 w inverter,ac disconnect Notes, Inspector Signature: Date: January 18 2019 81-Cert Electrical Compliance Form As Penn FUSI CTI E n g P n e e r 1 n g February 21, 2019 Sunrun Inc. 15 Charlotte Ave Hicksville, NY 11801 RE Denicola Residence 635 Chablis Path, Southold,NY 11971 Client Project#:211R-635DENI PFE Project#: 185050 Install Date: January 11, 2019 Permit#:43279 On behalf of Sunrun Inc., Penn Fusion Engineering LLC (PFE) has reviewed the documentation on the installation of the photovoltaic system at the above referenced location. This office has verified that the PV panels have been installed per the manufacturer's specificaitons and . complies with the approved plan of the local jurisdiction and has met or exceeds the 2015 International Residential Code, the 2017 New York Uniform Code Supplement, the provisions of ASCE 7-05 and ASCE 7-10 and the manufacturer's specifications. Best Regards, Penn Fusion Engineerin LLC Andrew D. Leone, P.E. Principal - ' P�LOF NFW yp go 4E'- WN OF SO-,J"1" 81093 ESoI0 Pa 1 Penn Fusion Engineering LLC- 152 S. Broad St-Lansdale, PA 19446-215-361-8040 a SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. lourm,��' 765-1802 INSPECTION S [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 115l INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ' b FOUNDATION (1ST) H ------------------------------------ 'FOUNDATION (2ND) SP m � ROUGH FRAMING& PLUMBING H � INSULATION PER N.Y: y STATE ENERGY CODE FINAL • 6 ADDITIONAL COMMENTS J # �rno Z J 97--/19 - y_} -5 6�-A 9 � 1 -ff ' � o ® z d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST .;BU11°EDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 2 Survey SoutholdTown.NorthFork.net PERMIT NO:.--- � J ��- Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application /] Flood Permit Examined oC - ,20 Single&`Separate 4 Storm-Water Assessment Form Contact: Approved 2011 ------_ ----- -- - — Disapproved a/c ��,-� Sunrun Installation Services i a°a 415 Oser Avenue lSunrun -Hauppauge, NY 11788 Expiration 20 { (631)304-9901/(631)827-5675 �-- LIPermits@sunrunhome.com-- �'o�-�� ] �--, ti Buil I ector '-- -- -- - -- ------- --- ; l N O V 2 8 2018 •-''APPLICATION FOR BUILDING PERMIT Date ��'�/. , 20 r' TIT.[ 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. I a e of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ( C,( - (As on the tax roll or latest deed) ; If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No.' �( Plumbers License No. Electricians License No. Other Trade's License No. / 1. Location of land on wh'cpr�oposed work will be done: House Number -Street Hamlet County Tax Map No. 1000 Section ( C(D Block b 3V I2 Lot 00 0 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use occupancy of proposed construction: a. Existing use and occupancy "D l G b. Intended use and occupanc11vqZ 3. Nature of work(check which applicable):New Building_ Addition Alteration Repair Removal Demolition Other Work_eF o� 22 f (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify natm-e and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories e ; r 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO -✓ 13. Will lot be re-graded? YES NOV Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Address Phone No. Name of ArchitectA LC2 �- Address Phone No Name of Contractor PdLL" I Mf5fAV^aA&ddress Phone No. 5v 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___Vl * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Af being dul; sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, , (S)He is the TMti� , (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized toper-fdTgvhaV peter or ec e said ork and to make and file this application; that all statements contained in this application are true"t„octhe bpstjgf-Wd�dwledg kan belief; and that the work will be performed in the manner set forth in the applicatio filed v""' performed i�ua9i3ed iln Safi il;Courtto! �c:e�,misaior fmxpirs April 2�, fl1°�_ Swo t ore me this .1=%.���— qday of 20 Notarj# p scant Scott A. RussellS--1FIZ.j-sL ST�O�IKIMMA�.T)ER, SUPERVISOR En IM A NA,G 1EA4IENT SOUTHOLD TOWN HALL-P_O.Box 1179 a Southold � 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of 1J o u t 1^G o G d VZG CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[j A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[2*B. Excavation or filling involving more than 200 cubic yards of material , within any parcel or any contiguous area. ❑[2"C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ff D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑7F. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F1 Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ignatulrerContact-Infoxmation,-Date-g-Count}-Tax-Map_Number!Chapter 236-does-not-applyAo-your-project If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional, �e Agent,Contractor,Other) S.C.T.M. �`: 1000 Date Dutrret NAME: � a'" --t��w --� ( t Section Block Lot I-OR t UILD]ING DEP RTMf:NT L.':1:OINLY Contact Informatia ��� Reviewed By: Qznf\4 &k,C� — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — 6`13 _�r � � ® Approved for processing Building Permit (O > Stormwater Management Control Plan Not Required �)M/vr � ❑ Stormwater)Management Control Pian i]Requtred (Forward to Engineering Depai tment for Review.) FORM ` SMC P- "I"OS MAY 2(l 14 - �4Tr�SUUIy' • - �' ,off•. o Town Halt Annex11t Telephone(631)765-1802 54375 Main Road e�, e(631.76') 5 5 P.O.Box 1179 • 4 roger.richert(a��Ownsoutiiol .riv.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQ , UESTED BY: Date:, 1,�1 Company Name: V1/l�Lt�.lf�S Name,: _lj'_ I nl��'l�f�►'f l S��(�. S , License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: , o`er 10AM CI(A TJV7q I CVL_Z-4c- *Address: 165 C+t1%L1L5 FAI( + s *Cross Street: 50 U2 AWKs,kA5` *Phone No.: Permit No.: Tax Map District: 1000 Secti n: O Va Block: �(7 Lata �o� *BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ _ T ill -n A'L af-r zea tit �nJ (v) s � I - -L�1 Sib x -I'y- tis -2fo-f (Please Circle All That Apply) (1 (p,b- 6v L6'-40 *Is job ready for inspection: YES 1 D0,, Rough in Final *Do-you need a Temp Certificate: YES 16) Temp Information (If.needed) *Service Size: 1 as 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. tcl .82-Request for inspection Form I� l(� pF SOUr�®� - Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 'Q c®Uf N' BUILDING DEPARTMENT TOWN OF SOUTHOLD January 25, 2019 Sunrun Installation Services 415 Oser Ave Hauppauge NY 11788 RE: 635 Chablis Path, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: WET, Engineer; ucertificationletterrequired tatng tf�expanels,were_.installed,on the,roof per NYS Building'-Code°`� `� ��� Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —43279 — Solar Panels S C T M NO DISTRICT 1000 SECTION'51 BLOCK.J LOT(S):J 4 CL 3755 CH`�BI4I5 (so') PATH CL J9 IB IC J4 28 R= 725.00 TCB 39 1 I 69.93 N19-37'00`S 70 B EL 3D s EL 39 3 10.38' p y90 ..4 4rm.oy, m 24 0' 1J 442, 'J m'� 41.0 L�4 00 FFL EL 44 2 Tq N 207' 44 2' 47 8 r 240• — 41 7 0 _ o N as n � m`7 EL 377 R 0 -v Z- 053; I R n z o z � - LOT 5 J r; LOT 4 - LOT 3 r EL 42 5 EL IIB NOTE UNDERGROUND UTILITIES C� -' Sl9'97'00"q 109.77 nNu wm-LY I-I2-w OPEN SPACE FWNMDoN LOWON 4-4-M THE WATER SUPPLY, WELLS AND CESSPOOL RNK Nous[3-4-02 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA 40,007 S.F OR 0 92 ACRES ELEVATION DATUM _ASSUMED__________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, A00/71ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY SURVEY OF LOT 4 CERTIFIED TO FRANK DENICOLA MAP OF CHARDONNAY WOODS AT SOUTHOLD FILED SITUATED AT SOUTHOLD TOWN OF SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design P.O. Box 3. Mattituck, New York, 11952 FILE 522-17 SCALE 7"=40' DATE FEB 22, 2002 PHONE (031)298-1388 FAX (831) 298-1588 N Y S LIC NO 50227 ro4loWnin�18e­,d.of Robert J.H­­y r r r r _ 7 YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS, COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(Use street address only) 1b.Business Telephone Number of Insured (805)528-9705 Suntan Installation Services Inc. 1 c.NYS Unemployment Insurance Employer Registration 775 Fiero Lane,Suite 200 Number of Insured San Luis Obispo,CA 93401-7904 50-864264 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or certain locations In New York State,i.e.,a Wrap-Up Policy) Social Security Number 77-0471407 2.Name and Address of the Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Zurich American Insurance Company 3b.Policy Number of entity listed in box"Ia" WC 0136961-04 Town of Southold 3c. Policy effective period 53095 Route 25 10/01/2018 to 10/01/2019 Southold, NY 11971 3d. The Proprietor,Partners or Executive Officers are ® included. (Only check box if all partners/officers included) ❑ 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 "l a" 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"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period?®YES ❑ NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. 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: Kelly Cada (Print name of authorized representative or licensed agent of insurance carrier) Approved by: _10/11/2018 (Signature) (Date) Title: Vice President-Enterprise Support Operations Telephone Number of authorized representative or licensed agent of insurance carrier: 800-382-2150 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(9-15) www.wcb.ny.gov r r r r r r t DATE(MMIDDNYYY) CERTIFICATE OF LIABILITY INSURANCE a 9/12/2018 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Arthur J.Gallagher&Co. PHONE FAX Insurance Brokers of CA. Inc.License#0726293 Arc No ,415-546-9300 Arc No).415-536-8499 1255 Battery Street#450 no'RESS : San Francisco CA 94111 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Zurich American Insurance Company 16535 INSURED SUNRINC-01 INSURER B:Navigators Specialty Insurance Company 36056 Sunrun Installation Services, Inc. 775 Fiero Lane,Suite 200 INSURER C: San Luis Obispo, CA 93401 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1523403087 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS B X COMMERCIAL GENERAL LIABILITY LA18CGL2303211C 10/1/2018 10/1/2019 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �OCCUR DAMAGE TO RENTED PREMISES a occurrence $1,000,000 X $50,000Retendon MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER* GENERAL AGGREGATE $2,000,000 X POLICY�JEC TT F1 LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER. Total Policy Limit $10,000,000 A AUTOMOBILE LIABILITY BAP915542505 10/1/2018 10/1/2019 COMBINED SINGLE LIMIT $2,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WC013696004 10/1/2018 10/1/2019 X STATUTE ERH A AND EMPLOYERS'LIABILITY Y/N WCo13696104 10/1/2018 10/1/2019 ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? Y N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 D RIPTION OF OPERATIONS below es,describe under E.L.DISEASE-POLICY LIMIT $1,000,000 DESC DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) WC013696004-$25,000 Deductible;WC013696104-FL,HI,MA,NJ,NY,OR,VA,WI only.Named Insureds:Sunrun Inc.,Sunrun Installation Services Inc., Sunrun South LLC,AEE Solar,Inc.,Clean Energy Experts LLC,Sunrun Solar Electrical Corporation Evidence of insurance CERTIFICATE HOLDER ' CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 Southold NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD r r r r r r • 4 • u x r YORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Sunrun Installation Services Inc 845-268-2595 595 Market Street,29th Floor 1c.NYS Unemployment Insurance Employer Registration Number of San Francisco,CA 94105 Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,a Wrap-Up Policy) 1d.Federal Employer Identification Number of Insured or Social Security Number 15 Charlotte Ave 77-0471407 Hicksville,NY 11801 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) The Prudential Insurance Company of America Town of Southold 3b.Policy Number of Entity Listed in Box"1a" 54375 Route 25 CG-52830-NY P.O.Box 1179 Southold,NY 11971 3c.Policy effective period 01/01/2018 to 12/31/2020 4.Policy covers: ® A.All of the employer's employees eligible under the New York Disability Benefits Law B.Only the following class or classes of employer's employees: 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 NYS Disability Benefits insurance coverage as described above. Date Signed January 26,2018 By (Signature of insurance cameos authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 973-548-6389 Title Statutory Disability Coordinator IMPORTANT: If Box"4a"is checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box"411b"of Part 1 has been checked) State of New York ------ - - Workers'Compensation Board----- - - - - - According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Signature ofNYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) On Ir- "Mal 41� & nl��M I N11. ON, G�-Mtm.�-3i Q w ra� NIV r "R ENRI, A t7 jj� R, 04, nM,j; gy SVA Suffolk County Department of Labor, Licensing & ConsumerAffairs 10, VETERANS MEMORLALHIGHWAY HAUPPAUGE, NEWYORK 1' 1788 ' , DATE ISSUED: 10/1/2003 No. 33878-ME ............ SUFFOLK COUNTY 'q, �4 Master Electrician License �z This is to certify that SAMY A MOUNAS doing business as SUNRUN INSTALLATION SERVICES INC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and sub ect to the provisions of applicable laws,rules and regulations of �A%V; the County of Suffolk,State of New York. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT .0,7 CONSUMER AFFAIRS "AM'M ID CARD -GN AM Acting Commissioner -v /z, 4g; R & X 4N., 701/ APP 0 ED AS NOTED DATE: B.P.#. �� -.,ar=; ►,�,�,�•�=+;;y� �,:s,, •,zr,.:�:4��. 4 BY: D ETAIN STORM WATER RUNOFF FEE: NOTIFY BUILDING DEPARTMENT AT PURSUANT TO CHAPTER 236 765-1802 8 AM TO 4 PM FOR THEOF THE TOWN CODE., r, FOLLOWING INSPECTIONS: a xxnan.ia✓r:7.'^'r'Y.:e7.'_'.5:.'.'.r •S , .lrs,_..,. r 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 ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF avuTriv � S NY.S-BE�- OCCUPANCY OR USE IS UNLAWFUL WITHOUT CE TIFsCA­[r OF OCCUPANCY 152 S. Broad St Penn FUSION Lansdale, PA 19446 E n g i n e e r i n g a -- ---- (215)361-8040 November 08, 2018 Subject:Structural Certification for Proposed Residential Solar Installation. Job Number: 211R-635DEiNl; Plan Set: Rev A, Dated 11/7/18 Client: Patricia Denicola Address: 635 Chablis Path, Southold, NY, 11971 Attn:To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation,the existing roof structure was observed as 1 layer Composition Shingle roofing over roof plywood supported by 2x8 Rafter @ 12" OC. The roof is sloped at approximately 31 degrees and has a max rafter span of 15' 10" between supports. Design Criteria: 0 2017 New York State Uniform Code Supplement(2015 IBC& IRC) ® Basic Wind Speed Vult= 130 mph (Vasil = 101 mph), Exposure B Q0 Ground Snow Load=20 psf Our analysis is based on the information provided by Sunrun Inc. and is isolated only to the areas where the modules are intended to be placed. After review of the field observation report,the existing roof framing supporting the proposed solar panel layout has been determined to meet or exceed the requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, no structural upgrades are required. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, Penn Fusion Engineering LLC Andrew D. Leone, P.E. Principal ,�, i�, �sx` / K ' Fenn FUSION 152 S. Broad St E ng i n e e r i n g Lansdale, PA 19446 (215) 361-8040 Structural Calculations for the Patricia Denicolo Residence PV Installation Date: 11/8/2018 Job Address: 635 Chablis Path Southold, NY, 11971 Job Number: 211R-635DENI Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 House Geometry, Live Loads,Snow Load, Wind Loading, & Dead Loading 3 Roof(2) Dead Loading, Roof(1) Framing Check 4 Roof(1) Framing Check cont., Roof(2) Framing Check 5 Roof(2) Framing Check cont., Rafter Attachment Check,Seismic Check, &Scope of Work Engineering Calculations Summary Code: 2017 New York State Uniform Code Supplement(2015 IBC&IRC) ASCE 7-10 Snow Load: S= 20 psf Live Load: LL= 20 psf Wind: Wind Speed Ult.(V)= 130 mph Exp.= B PV Dead Load: DPV=�r3.00 psf Sincerely, Penn Fusion Engineering LLC Andrew D. Leone P.E. Principals f Engineer:SVL Date: 11/8/2018 �~ Penn FUSION Job:211R-635DEf�l \ E n g i n e e r i n g -'` Address:635 Chablis Path Southold, NY, 11971 2of5 Structrure Geometry: Mean Roof Height,hn = 23 ft Eave Height,he = 18 ft Buiding Length,L = 40 ft Building Width,B = 70 ft Module Area = 20 ftZ Roof Pitch,8 = 31 degrees Live Load- Roof Live Load,Lr = 20 psf Equation 4.8-1 Snow Load: Ground Snow Load,pg = 20 psf Fig.7-1 Snow Importance Factor,Is = 1.00 Table 1.5-1 Thermal Factor,Ct = 1.1 Table 7-3 Exposure Factor,Ce = 0.9 Table 7-2 Roof Slope Factor,Cs = 0.72 Figure 7-2c Flat Snow Load,Pf = 13.9 psf Equation 7.3-1 Sloped Roof Snow Loads,Ps = 9.9 psf Equation 7.4-1 Is the width of the roof>20ft? Yes Drift Height,hd = 1.23 ft Figure 7-9 Roof slope for a rise of one,S 1.66 Unbalanced Width = 4.24 ft Fig 7-5 y = 17 pcf Equation 7.7-1 Wind Load: Unbalanced Snow Load = 25.77 psf Fig 7-5 Basic Wind Speed(3s-gust),V = 130.0 mph Figure 26.5-1A Building Occupancy Category = 2 Table 1.5-1 Wind Importance Factor,Iw = 1.00 Table 1.5-2 Exposure Category = B Sec 26.7.3 Topographic Factor,KzT = 1.00 Equation 26.8-1 Velocity Pressure,qh = 25.74 Equation 30.4-1 Edge Zone,a = 4.00 ft Figure 30.5-1 Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) GCp = -0.95 -1.15 -1.15 Table 30.4-2 Downward(0.6W) P30.4=.6 x qh x GCPzone = -14.67 -17.76 -17.76 Equation 30.4-1 GCp = 0.85 0.85 0.85 Table 30.4-2 P30.4=.6 x qh x GCPzone = 13.13 13.13 13.13 Equation 30.4-1 Dead Load: Roof 1 Roof Walls-Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x8 Rafter @ 12"OC 3.0 Gypsum 3.0 Misc.(Ceiling,Insulation,etc.) 1.0 Misc.(Insulation,etc.) 2.0 PV System,Ppv 3.0 Total Roof DL= 12.0 psf Total Wall DL= 12.0 psf Engineer:SVL r=' Date: 11/8/2018 Penn FUSION Job:211R-635DEN1 E n g i n e e r i n g Address:635 Chablis Path Southold, IVY, 11971 3 of 5 Roof(2): Roof Walls-Exterior M;;= n Shingle 3.0 psf Wood 5.0 psf eathing 2.0 2x4 Studs @ 16" 2,0 @ 16"OC 2.0 Gypsum 3.0 ng,Insulation,etc.) 1.0 Misc.(Insulation,etc.) 2.0 Ppv 3.0DL= 11.0 psf Total Wall DL= 12.0 psf Roof(1)Framing Check: Roof Framing = 2x8 Rafter @ 12"OC Timber Species = Doug Fir-Larch#2 Max Beam Span = 15.83 ft b = 1.5 in d = 7.25 in Moment of Inertia,Ix = 47.63 in Section Modulus,Sx = 13.14 in Bending Stress,Fb = 900 psi Elastic Modulus,Emin = 580000 psi Sheer Stress,Fv' = 180 psi CD(Wind) CD(Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1 1,15 1.15 1.001 1.00 CL CF Cfu CI Cr 1.00 1.20 1.00 1.00 1.15 PV Tributary Width,Wpv = 3.30 ft PV Tributary Length,Lpv = 4.0 ft PV Tributary Area,At = 13.2 ftZ PV Dead Point Load,PD=Ppvx At = 34 Ib Roof Distributed Load,wDL = 8 plf Load Case: 0.6DL+0.6W (CD=16) Roof Zone = 1 Pup=Pnetx At+0.6 x PD X Cos(0) = 173 Ib Mb(wmd up) = 837 Ib-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu xG xCr = 2285 psi Mallowable=Sx x Fb'(wind) = 2503 Ib-ft > 837 OK Load Case: DL+0.6W (CD=1 6) Pdown=Pnetx At+PD x co5(0) = 207 Ib Mb(w(ind_down) = 1681 lb-ft Fb'(wind)=Fb MCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 2285 psi Mallowable=Sx X Fb'(wind) = 2503 Ib-ft > 1681 OK Load Case: DL+0.75(0.6W)+0.75S (CD=1 6) Roof Snow Distributed Load,wSL = 14 plf Psnow=Ps x At = 112 Ib Mb(wind_snow) = 1934 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XG xCr = 2285 psi Mallowable=Sx x Fb'(snow) = 2503 Ib-ft > 1934 OK Engineer:SVL Date: 11/8/2018 '? Fenn FUSION Job:211R-635DERll E n g i n e e r i n g ` Address: 635 Chablis Path Southold, NY, 11971 4 of 5 Load Case: DL+S (CD=1 15) Roof Snow Distributed Load,wSL = 14 plf Psnow=Ps X At = 112 Ib Mb(snow) = 1302 lb-ft Fb'(snow)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 1643 psi Mallowable=Sx x Fb'(snow) = 1799 Ib-ft > 1302 OK Roof(2)Framing Check: Roof Framing = 2x8 Rafter @ 16"OC Timber Species = Doug Fir-Larch#2 Max Beam Span = 16.75 ft b = 1.50 in d = 7.25 in Moment of Inertia,Ix = 47.63 in° Section Modulus,Sx = 13.14 Ina Bending Stress,Fb = 900 psi Elastic Modulus,Emin = 580000 psi Sheer Stress,N' = 180 psi CD(Wind) CD(Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.15 1.00 1.00 CL CF Cfu Cl Cr 1.0 1.00 1.20 1.00 0 1.15 Roof(2)Framing Check Continued PV Tributary Width,Wpv = 3.30 ft PV Tributary Length,Lpv = 4.00 ft PV Tributary Area,At = 13.20 ftZ PV Dead Point Load,PD=Ppvx At = 28 Ib Roof Distributed Load,wDL = 8 plf Load Case: 0.6DL+0.6W (CD=16) Roof Zone = 1 Pup=Pnet x At+0.6 x PD x Cas(B) = 177 Ib Mb(wmd_up) = 874 lb-ft Fb'(wmd)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 2285 psi Mallowable=Sx x Fb'(wind) = 2503 Ib-ft > 874 OK Load Case: DL+0.6W (CD=1 6) Pdown=Pnet X At+PD X COS(B) = 201 Ib Mb(wlnd_down) = 1523 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 2285 psi Mallowable=Sx x Fb'(wind) = 2503 Ib-ft > 1523 OK Load Case: DL+0.75(0.6W)+0.75S (CD=1 6) Roof Snow Distributed Load,wSL = 18 plf Psnow=Ps X At = 60 lb Mb(wind snow) = 1535 Ib-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 2285 psi Mallowable=Sx X Fb'(snow) = 2503 Ib-ft > 1535 OK Engineer:SVL Date: 11/8/2018 Penn FUSION Job:2Z1R-635DEN1 4 E n g i n e e r i n g Address: 635 Chablis Path Southold, NY, 11971 5 of 5 Load Case: DL+S (CD=1.15) Roof Snow Distributed Load,wSL = 18 plf Psnow=Ps x At = 60 Ib Mb(snow) = 845 lb-ft Fb'(snow)=Fb XCo XCts XCM XCt XCL XCF XCfu XCl XCr = 1643 psi Mallowable=Sx x Fb'(snow) = 1799 Ib-ft > 845 OK Rafter Attachments:0.6D+0 6W(Zone 2) Puplift=At x Pnet = 218 Ib Connector Uplift Capcity per SnapNRack Test Results = 600 Ib > 218 OK 5/16"Lag Screw Withdrawl Value = 266 Ib/in Table 12.2A-NDS Lag Screw Penetration = 2.5 in Allowable Capacity with Cc = 1064 Ib > 218 OK Seismic Check. EExisting Dead Load: Solar Dead Load: Aroofemsting = 2800 ftWpanel = 42 lb = 25200 Ib NUmpanel = 42 = 3960 ftZ Wpanel tot = 1764 lb = 47520 lb Wbos = 412 lb = 72720 Ib Warray = 2176 lb %increase=(Wtotal+Warray)/Wtotal = 74896 *100%-100% = 2,99% 72720 **The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes,professional engineering Inspection and design experience,opinions and judgments.The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS • SYSTEM SIZE:12180W DC,13680W ACo ALL WORK SHALL COMPLY WITH NEC 2014,IBC 2015,MUNICIPAL CODESOL ,AND AR MODULES PAGE# DFSSCRIPTION o MODULES:(42)REC SOLAR REC290TP2 BLK ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS SE SERVICE ENTRANCE PV-1 0 COVER SHEET • INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014. PV-2.0 SITE PLAN (1)SMA AMERICA SB 7.7-ISP-US-40 o ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014 (1)SMA AMERICA SB 6 0-1SP-US 40 • PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-3.0 LAYOUT o RACKING: GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35 PV 4 0 ELECTRICAL SNAPNRACK RL,FLASHTRACK COMP.SEE DETAIL o MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SNR B MOUNT SD-00708 o INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB-PANEL SNR A MOUNT PV-5.0 SIGNAGE o-(5)SMA SSD-US-10 1 1 RAPID SHUTDOWN • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II CHIMNEY MODULES,ARE CLASS A FIRE RATED LC PV LOAD CENTER • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1) ATTIC VENT o CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G) SM SUNRUN METER o ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT (� FLUSH ATTIC VENT • 9.71 AMPS MODULE SHORT CIRCUIT CURRENT 0 15 17 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(8)&690 8(b)]. PM DEDICATED PV METER 0 PVC PIPE VENT INVERTER(S)WITH INV INTEGRATED DC 0 METAL PIPE VENT DISCONNECT AND AFCI 0 T-VENT AC AC DISCONNECTS } ( ) /41 � SATELLITE DISH vj� =`0, - lC�`',''\ ' /� <, lr DC DC DISCONNECT(S) t FIRE SETBACKS R' "? �F� ¢ �1 COMBINER BOX F HARDSCAPE F-7 INTERIOR EQUIPMENT —PL— PROPERTY LINE `'g�F✓SSt S,� L J SHOWN AS DASHED SCALE-NTS AC ALTERNATING CURRENT s u n r u n AFCI ARC FAULT CIRCUIT INTERRUPTER VICINOTY MAP AZIM AZIMUTH COMP COMPOSITION <<, DC DIRECT CURRENT 54139-ME (E) EXISTING - _ EXT EXTERIOR 150H1RlATfEAVE•HOI(SVR WllB01 _ _ RiGNE005.5G0.54B] r FIRM FRAMINGINT INTERIOR pAxeu osaaon T 4 LBW OAD BE4RING WALL CUSTOMER RESIDENCE PATRICIA DENICOLA MAG MAGNETIC- - 635 CHABLIS PATH,SOUTHOLD, MSP MAIN SERVICE PANEL NY,11971 (N) NEW cn w:ov,ra, .1 NTS NOT TO SCALE TEL.(631)599-2129 Y OC ON CENTER APN#1000-051-00-03-00-003-004 PRE-FAB PRE-FABRICATED PSF POUNDS PER SQUARE FOOT PROJECT NUMBER PV PHOTOVOLTAIC 211R-635DEN1 S TL TRANSFORMERLESS TYP TYPICAL DESIGNER (720)475-7990 V VOLTS JAMES KOEHLER a W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET M REV A 11,712018 PAGE M .0 SITE PLAN DETAIL-SCALE=3/32"=1'-0" SITE PLAN CALE=3/128"=1'0" ARRAYI TRUE MAG PV AREA PITCH AZIM AZIM (SOFT) ® ® AR-01 31° 99° 111° 4673 AR-02 45° 1890 2010 2876 (N)(2)SMA 1 1 RAPID SHUTDOWN DISCONNECT OF Pi (E)RESIDENCE (E)RESIDENCE co {{- PL PL (N)ARRAY AR-02 s' i 1 a i ) PL - PL PL � FIRE SETBACKS PL PL -j (18"TYP) (N)ARRAY AR-01 sunrun 54139-ME 0 (N)(3)SMA 1.1 RAPID 15O LO AVE HICKSVILLE NY1100t PHONE.S.a5 7 SHUTDOWN DISCONNECT FMa5 2- CUSTOMER RESIDENCE PATRICIA DENICOLA L! INV 635 CHABLIS PATH,SOUTHOLD, SM LC INV NY,11971 TEL (631)599-2129 APN#1000-051-00-03-00-003-004 PROJECT NUMBER 211R-635DENI DESIGNER (720)475-7690 SMP C� JAMES KOEHLER J� Olt r-`y+ rs "r 1 OSE ACw! SHEET 0 C_�;d�' _} !{Vf SITE PLAN 081693 ��j REV A 11/7/2018 PAGE PV-2.0 ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD DESIGN CI21T�141A EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG AR-01 COMP SHINGLE FLASHTRACK COMP SEE DETAIL SD-00708 2 STORY ATTIC WOOD RAFTER 2 X 8 15'�0111 4' 4'-0" 2'-0" MODULES: REC SOLAR REC29OTP2 ELK AR-02 COMP SHINGLE FLASHTRACK COMP SEE DETAIL SD-00708 1 STORY ATTIC WOOD RAFTER 2 X 8 16 4' 4--0" 2'_p MODULE DIMS: D7-AR-01-SCALE:3/16"=1'-0" 65 94"x 39 25"x 1.49"(38mm) PITCH:31° { 5'-11"— MODULE CLAMPS: AZIM:99° I — 1 Portralt 0"-16 25" / Landscape 0"-9 75" MAX DISTRIBUTED LOAD:3 PSF 2''81, SNOW LOAD:20 PSF WIND SPEED: 130 MPH 3-SEC GUST LAG SCREWS: (� 5/16"x3 5" 2.5"MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER SIZE,SPACING AND SLOPED _4'TYP— SPANS,AND NOTIFY E 0 R OF Ell B 13'-3" ANY DISCREPANCIES BEFORE PROCEEDING PENETRATION SPACING: p( N[Q-Z j?;, FULLY STAGGERED ` / O ROW SPACING: n 10 1.00"BETWEEN ROWS COLUMNSPACING: 2'-3" r� "z; } � X51 0 75"BETWEEN COLUMNS ul 38'-8" � p�Or8�769 C�`�i D2-AR-02-SCALE:3/16"=1'-0" PITCH:45° 44'-8" 9 AZIM:189° 1' 16'-7" 16,_7„ s u n r u1n, —� 1'-6" 54139-ME 4'TYP— 1- OT AVE,HICKBV LLE NY 11881 FHONEB08510548) CUSTOMER RESIDENCE PATRICIA DENICOEml LA 13'-2" 635 CHABLIS PATH, LITHOLD, NY,11971 Ei— El TEL (631)599-2129 APN# 1000-051-00-03-00-003-004 PROJECT NUMBER In n 211R-635DEN1 DESIGNER (720)475-7990 4'-5" 7 9 JAMES KOEHLER SHEET LAYOUT REV A 11!7/2018 SEE SITE PLAN FOR NORTH ARROW 39'-11" PAGE PV-3.0 (2)RSD 1 1 RAPID PV MODULES SHUT DOWN DEVICE, 1201240 VAC SMA AMERICA SB NEMA 4X SODV REC SOLAR REC290TP2 BLK - --SINGLE PHASE - 7.7-ISP-US-40 1 // (9)MODULES SERVICE 7680 WATT INVERTER JUNCTION SOX (1)STRING OF(9)MODULES METER# PVIVITH �� 3 OR EQUIVALENT 2a4— PSEGLI 99371560PV MODULESACCOUNT#UTILITY ��i 1REC SOLAR REC29OTP2 BLK GRID 9634910221 /SUPPLY SIDE TAP D DC DISCONNECT _(lj (1)STRING OF(9)MODULES RAPID SHUTDOWN 11(N)IODA PV LOAD CENTERRSD 11RAPID 6 S SHUT GOWN DEVICE, PV MODULES NEMA 4X SOON REC SOLAR REC29OTP2 BLK 1 EXISTING 200A 4 / (8)MODULES (N)LOCKABLE 9p4_L_n / MAIN BREAKER BLADE TYPE (N)LOCKABLE r� (1)STRING OF(8)MODULES (M SUN RUN SMA AMERICA.SB r FUSED AC SLADETYPE CENTRON 4G 8.0-ISP-US-40 DISCONNECT AC DISCONNECT METER 6000 WATT INVERTER JUNCTION SOX - .� EXISTING 5 5 5 4 �/ 3b OR EQUIVALENT 2b PV MODULES 200A _ S- 1 REC SOLAR REC29DTP2 BLK MAIN !m. 'o-� ® �� `� .—,i (�j// (6)MODULES FACILITY PANEL - _T/ (1)STRING OF(8)MODULES LOADS 80A FUSES nw5v SQUARE D SQUARE D 240V METER SOCKET 40A BREAKER(A) LOAD RATED DC DISCONNECT 1 PV MODULES 0223NRB DU323RB 125A CONTINUOUS& 35A BREAKER(B) WITH AFCI,RAPID SHUTDOWN REC SOLAR REC29OTP2 BLK 120 243R,100A 120 240VAC 240V METER COMPLIANT E (6)MODULES 120240VAC 120240VAC 200A,FORM 2S (1)STRING OF(8)MODULES CONDUIT SCHEDULE NOTES TO INSTALLER: # CONDUIT CONDUCTOR NEUTRAL GROUND 1 349 VDC(INV1),310 VDC(INV2)EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2 ADD 100 AMP NEW PV LOAD CENTER. 1 NONE (2)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER 3. ADD 40 AMP BREAKER TO PV LOAD CENTER(INV1). 2a NONE ' (4)10 AWG PV WIRE NONE (1)8 AWG BARE COPPER 4 ADD 35 AMP BREAKER TO PV LOAD CENTER(INV2). 5 CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN 2b NONE (6)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER BREAKER IN MAIN PANEL ENCLOSURE CONDUCTORS ARE FIELD INSTALLED. sunrun 3a 1"PVC OR EQUIV (4)8 AWG THHN/THWN-2 NONE (1)8 AWG THHN/THWN-2 3b 1"PVC OR EQUIV (6)8 AWG THHN/THWN-2 NONE (1)8 AWG THHWTHWN-2 4 1"PVC OR EQUIV (4)8 AWG THHN/THWN-2 (1)10 AWG THHWTHWN-2 (1)8 AWG THHNITHWN-2 54139-ME 5 1"PVC OR EQUIV. (2)3AWG THHN/THWN-2 (1)8 AWG THHNITHWN-2 (1)8 AWG THHN/THWN-2 15w OTTEAVE,HlcNsv Nv11e51 c1+ar�55x5aa5aer 6 1"PVC OR EQUIV (2)3 AWG THHN/THWN-2 (1)3 AWG THHNl1'HWN-2 FAX 564.ZfiB.A2] (1)8 AWG THHN1fHWN-2 CUSTOMER RESIDENCE. PATRICIA DENICOLA 635 CHABLIS PATH,SOUTHOLD, NY,11971 MODULE CHARACTERISTICS REC SOLAR.REC29OTP2 BLK• 290 W TEL.(631)599-2129 OPEN CIRCUIT VOLTAGE _ 38.6 V APN P 1000-051-00-03-00-003-004 MAX POWER VOLTAGE 32'1 V SHORT CIRCUIT CURRENT 9.71 A PROJECT NUMBER �G O C_l 211 R-635DENI /a1/Fti` i4' r: f� 1 DESIGNER' (720)4757990 SYSTEM CHARACTERISTICS-INVERTER 1 SYSTEM CHARACTERISTICS-INVERTER 2 JAMES KOEHLER SYSTEM SIZE 5220 W SYSTEM SIZE 6960 W SYSTEM OPEN CIRCUIT VOLTAGE: 393 V SYSTEM OPEN C)RCUIT VOLTAGE, 350 Vri,. 1 1 SHEET SYSTEM OPERATING VOLTAGE 289 V SYSTEM OPERATING VOLTAGE, 257 V "t` � r J y , r ELECTRICAL MAX ALLOWABLE DC VOLTAGE 600 V MAX ALLOWABLE DC VOLTAGE' 600 V �fJ 091693/b�C%� SYSTEM OPERATING CURRENT: 18.1 A SYSTEM OPERATING CURRENT, 2715A REV A 11/7/2018 SYSTEM SHORT CIRCUIT CURRENT: 24.27 A SYSTEM SHORT CIRCUIT CURRENT 36 41 A es Ln PAGE PV--4.0 INVERTER 1 ' - �r __' NOTES AND SPECIFICATIONS 0 o f o e e o 1 , ® V � '�,'� ��,�' � I � � �a�� �'t:"" _ � ,'• ® ® � _ 1 °SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014 ARTICLE „�.-, ;�..ve 1 MEW I o l D 1a f'' : 18.1 •D .>.,• •.,^ -.¢ -a , -f 110 21(13),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARDet. IF REQUESTED BY THE LOCAL AHJ. ern 7" °0 f3• a 1� o '• 289 D "(: , ®® I� ,.-, - =SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECMVE 4`{`�'"-L r"+.4'('7 WORDS,COLORS AND SYMBOLS. t. ,y,' DR NOT TOUCH TERMINALS. IF GROUND FAULT IS INDICATED D +,`= `` 393 ° ® 1 ® B ®® �' =LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING TERMINALS ON LINE AND LOAD ALL NORMALLY GROUNDED ,7, I'f 0• 1 r� 24.27 •e B` METHOD AND SHALL NOT BE HAND WRITTEN SIDES MAY BE ENERGIZED IN CONDUCTORS MAY BE LABEL LOCATION LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT THE OPEN POSITION UNGROUNDED AND ENERGIZED LABEL LOCATION UTILITY SERVICE ENTRANCEIMETER,INVERTER10C INVOLVED INVERTER(S),OC DISCONNECT(S) DISCONNECT IF REQUIRED BY LOCAL AHJ,OR ^SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535 4-2011,PRODUCT SAFETY LABEL LOCATION LABEL LOCATION PER CODE(S)CEC 2016 890 53,NEC 2017 690 53,NEC OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED INVERTER(S),AC DISCONNECT(S),AC INVERTER(S),ENPHASE ENVOY 2014-690 53,NEC 2011 690 53 PER CODE(S)-CEC 2016 690 12,NEC 2014 690 12, =DO NOT COVER EXISTING MANUFACTURER LABELS COMBINER PANEL(IF APPLICABLE) ENCLOSURE(IF APPLICABLE) INVERTER 2 NEC 690.56,IFC 2012 60511.1 PER CODE(S)CEC 2016 690 17(E),NEC PER CODE(S)CEC 2016 690 5(C),NEC 2014 890 17(E),NEC 2011 690 17(4) 2014 690,5(C),NEC 2011 6905(C) ,L - a •Y a '"'• o►'D o Y ,, �,Qp�p �q�®/��y�pnp 6 1 ®FI+W ARNI �,G ��'iFf,O'�!d@l11.19111 d 4 a 1�1 1•0 ys" t°'('(•• 27.15• D a D Yfl� 91T 19 e i 257 ,Y ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY THE DC CONDUCTORS OF THIS SOURCES.UTILITY GRID T�1lym.' :L�o71:Y�tl1Gltlfld ,ir�' 36,a1 PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAYBE AND PV SOLAR ELECTRIC ENERGIZED I SYSTEM LABEL LOCATION LABEL LOCATION : INVERTER(S),DCDISCONNECTS. UTILITY SERVICE METER AND MAIN /.� ,p i�l PER CODE(S)CEC 2016 690 35(F),NEC SERVICE PANEL ��./^y'n o 2014 690.35(F),NEC 2011,69035(F) PER CODE(S)CEC 2016 705.12(D)(3), NEC 2014 705.12(D)(3),NEC 2011 A J t�3"`4 '• 9' 705 12(0)(4) xf INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM DO NOT RELOCATE THIS COMBINER PANEL y0r��gc1 '" OVERCURRENT DEVICE DO NOT ADD LOADS BUILDING SUPPLIED BY UTILITY LABEL LOCATION LABEL LOCATION ADJACENT TO PV BREAKER(IF PHOTOVOLTAIC AC COMBINER(IF GRID AND PHOTOVOLTAIC So u In r I n APPLICABLE) APPLICABLE) PER CODE(S)CEC2016 PERCODE(S)CEC2016 SYSTEM 705.12(D)(2)(3)(b),NEC 2014 705 12(D)(2)(3)(c),NEC 2014 705 12(D)(2)(3)(b),NEC 2011 705.12(D)(7) 705 12(D)(2)(3)(c),NEC 2011 70512(D)(4) 54139-ME 1 ® ® ® r® ® , tS GiARLOTTE AVE,MCNSVILLE NY 11001 PHONE 005510.540] V'�'1j"_�3 ®® � ® �� � t•a+..-.'',,..f ® FAX 045x50 Axa CUSTOMER RESIDENCE LABEL LOCATION PATRICIA DENICOLA INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, 635 CHABLIS PATH,SOUTHOLD, AT EACH TURN,ABOVE AND BELOW PENETRATIONS, NY,11971 ON EVERY JBIPULL BOX CONTAINING DC CIRCUITS PER CODE(S)CEC 2016 690 31(G)(3),690,31(G)(4),NEC 2014 690,31(G)(3),690,31(G)(4),NEC 2011 690 31(E)(3), TEL (631)599-2129 690 31(E)(4),IFC 2012 605.11.1 4 APN#1000-051-00-03-00-003-004 PROJECT NUMBER wpm ® • tr.+ r' 211R-635DEN) PV SYSTEM DISCONNECT s u .�.r®•©. t r ' e.• �, 1a„„ DESIGNER (720)475-7990 ` f^ JAMES KOEHLER LABEL LOCATION LABEL LOCATION AO DISCONNECT($),PHOTOVOLTAIC SYSTEM POINT OF POINT OF INTERCONNECTION SHEET INTERCONNECTION (PER COPE NEC(590,56(B),NEC706.19,226,37,230,2(E)) SIGNAGE PER CODE(S)CEC 2016 690 54,NEC 2014 690 54,NEC 2011 69054 REV A 11/7/2018 PAGE PV-5.0 SnopNrack- L Solar Mounting Solutions Series 100 Residential Roof Mount -System The SnapNrack Series 100 Roof Mount System is engineered to optimize material use, labor resources and aesthetic appeal. This innovative system simplifies the-process of installing solar modules, shortens installation times, and lowers installation costs; maximizing productivity and profits. The Series 100 Roof Mount System boasts unique, pie'-assembled, stainless steel "Snap- In" hardware and watertight flash attachments. This system,isAnstallbd w.lth a single too]. No cutting or drilling means less rail W astd. It is fully integrated with built-in wire management, solutions for all roof types,. one-size-fits-all features,, and canvithstand extreme environmental conditions. -Series.100 is -listed to UL'Standard 2703 for Grounding/Bonding, Fire Classification-and Mechanical, Loading. UL 2703 ,Certification and Compliance ensures that SnapNratk installers can-continue to 'rovide the best in p class installations in quality, safety and efficiency. • Appealing design with built-in aesthetics • No grounding lugs required for modules • All bonding hardware is fully integrated P O' Rail splices bond rails together, no rail jumpers required 0 No drilling of rail or reaching for other tools required Class A Fire Rating for Type 1 and 2 modules System Features Include _N1 FU Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling s Integrated Wire Pre-qqpmhled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack.com/resources 9 Design snapnrack.com/configurator .1 Where to Buy snapnrack.com/where-to-buy T _ SnapNrack- Solar Mounting Solutions 1� = Stainless Bolt with Stainless Steel Bonding Splice Standard Rad Split-Lock Washer Bolt with Split- - Insert 015-09816 Lock Washer Bonding Adjustable - End Clamp Top Bonding Splice Mid Clamp Base -- Bonding Adjustable Bonding Bonding Channel Nut End Clamp Bottom Channel Nut Stainless Stainless Hardware with Bolt with Bonding Adjustable Split-Lock Washers Split Lock End Clam Bonding Mid Clamp Bonding Standard Washer 242-02067 P 242-02053 Rail Splice Ground Lug 242-94015 242-02101 12-6 AWG Copper Wire Ground Lug Assembly Y^ ,. .'fes.x•;1 _ (ONE REQUIRED PER ROW OF MODULES) T. sFa"`^....._-4:..a,' _ �:.':'y•._+rte, ya_:... .;w., ,« - _ __ ;..."�.�. "mow'--"^°: x�;se::3 • 1. Universal End Clamp(UEC) Wave t. =, _.= }�• "rK = . UEC Pull Strap - - _ UEC Wedge Stainless Steel Bolt with Flat Washer Universal End Clamp 242-02215 Standoff----* Clamp Assembly Rubber Serrated Stainless Channel Channel Nut Rain Collar Steel Flange Nut Nut m Stainless id Serrated Stainless Flange Nut Mill Finish • Steel Flange Bolt - 92 Degree Stainless Standoff L Foot Flange f v Bolt All Purpose L Foot MdLFlmsh Standoff Base(1-Hole Metal Roof Base Shown) = Mil l Finish L Foot Flashing Base Assembly L Foot Base Standoff Metal Roof Base L Foot Base with Flashing with L Foot 24292057 242-92050 • 242-02037 I `6000 Series aluminum Materials •'Stainless,steel I _°_ - _ •_Galvanized steel'and.alurriinurn flashing :l • Silver and black anodized aluminum Material Finish • Mill finish on select products • Silver or black coated hardware Note:Appearance of mill finish products may vary and change over time. Wind'L'oads _ `110-190 mph (A'SCE 7.-10) Snow Loads 0-120 psf Array Pitch- ,' ; , 0 60 degrees 577-732-2860 .g www.snapnrack.com fl contact@snapnrack.com ©2016 by SnapNrack Solar Mounting Solutions All rights reserved SMPNrA(S&n _100J&9dWM_2.1 COMPLIANT TO UL 1741 SA '4 r_ � ual s- GPID S=UPPORT LIMITY IN'fEer`tUVE INVERTER I Value-Added Improvements Reduced Labor Unmatched Flexibility Trouble-Free Servicing • Superior integration With SMA's ° New Installation Assistant with ° SMA's proprietary OptTracT' o Two-part enclosure concept MLPE Power+Solution direct access via smartphone Global Peak technology mitigates allows for simple,expedited • World's first Secure Power Supply" minimizes time in the field shade with ease servicing now offers up to 2,000 W ^ Advanced communication ° Multiple independent MPPTs e Equipped with SMA Smart • Full grid management capabilities interface with fewer components accommodate hundreds of Connected,a proachve service ensure a utility-compliant solution creates 50%faster setup and stringing possibilities solution that is integrated into for any market commissioning Sunny Portal SUNNY BOY 3o0-US/ 3o8-US/ 5o0-US / 6a0-US / 7o0-US / 7.7-US Reduce costs across your entire residential business model The residential PV market is changing rapidly. Your bottom line matters more than ever—so we've designed a superior residential solution to help you decrease costs at every stage of your business operations. The Sunny Boy 3.0-US/3.8- US/5.0-US/6.0-US/7.0-US/7.7-US join the SMA lineup of field-proven solar technology backed by the world's#1 service team, along with a wealth of improvements. Simple design, improved stocking and ordering, value-driven sales support and streamlined installation are just some of the ways that SMA helps your business operate more efficiently.And,Sunny Boy's superior integration with the innovative Power+Solution means installers have even more flexibility in addressing their toughest challenges.Finally,SMA Smart Connected will automatically detect errors and initiate the repair and replacement process so that installers can reduce service calls and save time and money. Nnvvr SMA-Arne rice eoir, Technical data Sunny Boy 3.0-US Sunny Boy 3,8-US Sunny Boy 5.0-US 208 V 240 V 208 V 240 V 208 V 240 V Input(DQ Max.usable DC power 3100 W 3100 W 3450 W 4000 W 5150 W 5150 VY Max.DC voltage 600 V - Rated MPP voltage range 155-480 V 195-480 V 220-480 V MPPT operating voltage range 100-550 V Min,DC voltage/start voltage 100 V/125 V Max,operating input current per MPPT 10A Max.short circuit current per MPPT 18 A -Number of MPPT tracker/string per MPPT tracker 2/1 3/1 Output(AC) AC nominal power 3000 W 3000 W 3330 W 3800 W 5000 W 5000 W Max.AC apparent power 3000 VA 3000 VA 3330 VA 3800 VA 5000 VA 5000 VA Nominal voltage/adjustable 208 V/(D 240 V/0 208 V/0 240 V/s 208 V/0 240 V/0 AC voltage range 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V AC grid frequency 60 Hz/50 Hz Max,output current 14.5 A 12.5 A 16.0 A 16.0 A 24.0 A 24,0 A Power factor(cos q)) - I - Output phases/line connections 1/2 Harmonics <4% Efficiency Max.efficiency 97.2% 97.6% 97.2% 97.56/. 97.2% 97.5 a. CEC efficiency 96 96,5% 96.5% 96.5% 96.5% 97 Protection devices DC disconnect device 0 - DC reverse polarity protection 0 Ground fault monitoring/Grid monitoring 0 AC short circuit protection 0 All-pole sensitive residual current monitoring unit(RCMU) Arc fault circuit interrupter(AFCI) 0 Protection class/overvollage category I/IV General data Dimensions(W/H/D)in mm(in) 535 x 730 x 198(21.1 x 28.5 x 7 8) Packaging dimensions(W/H/D)to mm(in) 600 x 800 x 300(23.6 x 31.5 x 11.8) Weight/packaging weight 26 kg(57 Ib)/30 kg(66 Ib) Operating temperature range -25°C.,+60°C Noise emission(typical) 39 dB(A) Internal power cons_umphon at night <5W - Topology Transformerless Cooling concept Convection Features Ethernet ports 2 Secure Power Supply 0 Display(2 x 16 characters) 0 WLAN 0 Sensor module/External WLAN antenna a/O Warranty-10/15/20 years 0/0/0 Certificates and approvals UL 1741,UL 1998,UL 16998,IEEE]547,FCC Part 15(Class A$B),CAN/CSAV22.2 107,1-1 0 Standard features 0 Optional features-Not available Data at nominal conditions NOTE-US inverters ship with gray lids, "Not compatible with the Power+Solution Shutdown functionality Type designation SB3,0-ISP-US-40 SB3.8-I SP-US-40 SB5,0-1 SP-US-40 Accessories Q _ Sensor module ExternaWAN antenna SMA Rooftop MD,SEN-US-40 EXTANT-US40 Communication Kit g - ROOFCOMMKIT-P24US ------------------------------------------- r------------------------ Efficiency curve SUNNY BOY 6 0-1SP-US-40 '--------------------------- ----------------------------- 98 96 ..A.. - ..........., 94 1. ;o m 92 98 i w 90 3e ! 88 • Eta IV,-220V) a 94 -E i — Eta IV,-375 V) 720 480 06 i -• Eta(V,-480V) v-M i 00 02 0.4 0,6 08 10 Output power/Rated power l Sunny Boy 6.0-US Sunny Boy 7.0-US Sunny Boy 7.7-US Technical data 208 v 240 v 208V 240 v 206 v 240 v Input(RC) Max usable DC power 5400 W 6200_W'__ 6900 W" 7200 W 6900 W 7950 W Max DC voltage 600 V Rated MPP Voltage range, 220-480 V 245.480 V 270480 Y MPP_T operating voltage range _ -__ 100-550 V__ Min DC voltage/start voltage 100 V/125 V Max operating input current per-MPPT 10 A _ Max'-short circuit current per MPPT 1-8 A - Number of MPPT tracker/string per MPPT tracker 3/1 Output(AC) AC nominal power 5200 W 6000 W 6660 W 7600 W 6660 W 7680 W Max.AC apparent power 5200 VA 60QO VA 6660 VA 7000 VA 6660 VA -7680 VA- Nominal voltage/adjustable 208 V/e 240 V/a 208 V/0 MOV/0 268V/© 240V,/• AC voltage range 183-22.4 V_. 211 -264V 183'-,229 V 211_-264 V 1.83-229 V 21 f­_264'V AC grid frequency 60 Hz/50 Hz Max output current 25 0 A 25.0 A 32.0 A , 29.2 A S20A A 32.0 A Power factor(cos 9) 1 Output phases/line connections 1/2 Harmonics <4% , Efficiency Max,efficiency 9-7.2% 97.6% 97.1% -97.5% 97.1 % 97.5-% _- CEC efficiency 96.5% 97% 96.5% 97% 96.5%, 97 Protection devices DC disconnect device _ DC reverse polarity protection ` Ground fault monitoring/Grid monitoring AC short circuit protection All•pole sensitive residual current monitoring unit(RCMU) Arc fault circuit interrupter(AFCI) Protection class/overvoltage category 1/IV General data Dimensions(W/H/D)in mm(in) 535 x 730 x 198(21.1 x 28 5 x 7_9)'. Packaging Dimensions(W/H/D)in mm(in) 600 x 800 x 300(23.6 x 31.5 x 11 8) Weight/packaging weight 26 kg(5716)/30 kg(66 Ib) Operating temperature range -25°C +60°C - _ Noise emission(typical) 39 dB(A) 45 dB(A) Internal power consumption at night :„ <5W Topology Transformedess Cooling concept Convection Fan Features Ethernet ports 2 Secure Power Supply Display(2 x 16 characters) WLAN Sensor module/External WLAN antenna 0/0 - Warranty:10/15/20 years _ ®/O/O Certificates and approvals UL 1741,UL 1998,UL 16998,IEEE1547,FCC Part 15(Class A&B),CAN/CSA V22.2 107.1-1 O Standard features 0 Optional features—N6t available Data at nominal'condeions NOTE-US inverters ship voth gray lids. °Not compatible with the Power+Solution Shutdown functionality Type designation S136 0-1 SP-US-40 S137.0-1 SP-US-40 SB7.7-1 SP-US-40 The SMA Power+ Solution combines legendary SMA inverter performance and intelligent DC module-level electronics in one cost-effective, comprehensive package. This means that you can achieve maximum solar power production for your customers while also SUPERIOR INT RATION � realizing significant installation savings. WiTHI THE POWER+SOLUTION NEW!Advanced communication interface allows for 50%faster setup and commissioning thanks to reduced components and a simplified process. s Visit www.SMA-America.com America.com ffor more information. _ - ' Speed the completion of customer proposals and maximize the efficiency of your design team with the Sunny Boy-US series,which provides a new level of flexibility in system ,t design by offering: ` >> Hundreds of stringing configurations and multiple independent MPPTs » SMA's proprietary Opt!TracTm Global Peak shade mitigation technology Diverse application options including on-and off-grid compatibility w:`"per. ..................................... ....... SMA wants to enable your sales team by arming them with an abundance of feature/ -"r benefit support.Show your customers the value of the Sunny Bo US series b utilizing: Y Y Y 9: >> Secure Power Supply, now with 2,000 W of opportunity power in the event of a grid outage as an increased value-add or upsell opportunity :!;M it >> SMA's 35 year history and status as the#1 global inverter manufacturer instills homeowners Ali A with peace of mind and the long-term security they demand from a PV investment 5 » An economical solution for shade mitigation and the challenges of complex roofs #1 INVERTER .......................... ..................... ..... .......................................................... E = ." ®. B.® ........................................................ Ensure that your acofice business operations run smooth) and succinctly while bkf P Y mitigating otential errors.The Sunny Boy-US series can help achieve cost savings in these areas by providing: » An integrated DC disconnect that simplifies equipment stocking and allows for a single `' inverter part number > All communications integrated into the inverter,eliminating the need to order _.�'�. ; additional equipment a .....................•.,.,.....,................... .........., ......... .. - �~ *fir _a _ �' • ' e-�®��.� ..................................... e 3 Expedite your operations in the field by taking advantage of the new Sunny Boy's installer-friendly feature set including: z >> Direct access via smartphone and utilization of SMRs Installation Assistant,which ' minimizes time/labor spent in the field andspeeds the path to commissioning N$ e>=m- wr..=; r`.,,,�:•, -,,, » Simple commis ioning and monitoring setup in a single online portal 4�c >> New!Advanced communication interface with fewer components allows for 50% _ faster commissioning _' , i_".i`°n c`y -_. -+^�•"'*r!r-�s--�.,�'°`.. v-n p,..•w .,.,...r.................................. ... .... ..... ..... . ..... . ...... ........ d o _ K SMA understands the factors that contribute to lifetime PV ownership cost,that's why v i the Sunny Boy-US series was designed for maximum reliability and backstopped by an unmatched service offering. Benefit from: 4 „ >> The new Sunny Boy's two-part enclosure concept that separates the connection unit ,n t from the power unit,which allows for simple,expedited servicing ¢..— >> The#1 service team in the PV industry,as recognized by IMS research,with Al �� 56��, experience servicing an installed base of more than 55 GW ..............................................e.....,...,.....................................,,....,....,.,.,.,... °r b h N N n :a a L naS J w RE[ TWINPEAK 2 ' '�•�+'1-�" `''• •','P- T 4 i.Yt f /I ••-. 4, ��n2 SERIES �_- r•- }. � -ar"»,� :�' /! 'ice�`z�~r`�1-��o+abi,'�a''.y`�t, �Psr�,' PREMIUM SOLAR PANELS ' : -__ '•��� - , ` ',: ,_`'; -��. :. -�._°�-:�•�=:�,/ /r _ ,'L/ 'F.:-,r`�'„il`(.£yzy+^ }�•� ,1 "f,y'` �l WITH SUPERIOR PERFORMANCE `-� � �' tea+ '•' � /• A �-�=,;a-`.,i` `,ir,�•,,, ” rI r!T`�,- ��-`'`���4��,�Yy','�'-y:�,+t��tki,t��„t*eg•.i t n•,-5�=��z�,f ;f�j •',r 2 Series sola” :Janeis feature an t.vt ciesion with high, panel efficiency and P` ':&7 7' ;-)u`,e7,a"'I"ig`'us�omers to Qet Lhe mcsi =�• , �_�` `""K ' t/u G i a rJ* .i'a ssa:-e tjse�,f.-� Ir jfj ,j l'rn o-,cuslr`11-a F•;,�dinu pI 1cuctt quality � ` l ^�,/ i'r '�, .r•y�~��-'`�-.�`r'`' - .r`I (il ,Nt� : '�,'-.•r - _ a c }^Q ✓.If J I r-y of a sr+rC ?^.d established X11 vii Peak Z pane s are,dea', Oeiz; an ed commerc,ai noofro s r fit' i }Jtr�rl�`\'••'�'� Yrs •�:� :T !:. 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'�i {�f+'�'n.�: t /- �:_. �,rF,,, Lj Vy; +T�°ah"?: r f�• s \ 1 /1 - _ q i- +.� -4r'+ w,i'" r r .si�,.� ^w�'e ,tu„- a '^- �','�•''Y, r.w �,�r tqS .. •G• ,r�;_ " ,v l" t-!'.s`` •�c< -��-7,i. <^P4-•`^r,+�-.oY "�".s�.ays�y:T Mrd-tom `a`'�r :*t', '��'r''q'y1f / n MOREPOWER IMPROVED PERFORMANCE 100% REDUCES BALANCE OF OUTPUT PER M' IN SHADED CONDITIONS PID FREE SYSTEM COSTS ] �/u 1,--;,,.;�`.3„`,- ..sem _-.-. /•s-,-�_--�,� '- � - /' `� "/ c�s"w / V=:C ✓..r a,r�'. . �� l: / :1.`�a'•.y�+'y:1v,�� ,�'�,� :`• c,'!..�, {.'�-y,+ni a� ,�y •�^�s�i:"��^W��:p -� 4 .c�y",t y°�j{r� � / ,fiy`:t_ '„i,�'Y�'a"�-. - 'f-'+,4"nl._-t`r`w��� +l"', ;:'r.'•ir�' ,'i�c-�V•�'w,.„.+” ,res, ;.�,s.",:_`'Y;°w.Cp'F �`'-�.1/c#���,'� .$..+.F. .,/ •+�� 'N�s F�j�{ y.jl /! ���'" r•` j-J` f'S�l "`';"•fi.;'�f ,�/: �'C._�'y,F".�n'=qy � �+^^�•'•xr - /_ 7,`�'-�..:_._/!r 't`f - ~�Y, ^� 'r !- � lY-5. �r Rr}-4r-`'y�.c`-)��~�`'�'t�,5�"^�"�'``-6• Y�%�'.,,„_`PY^,�•.,.,�. ��."F� x. REC TWINPEAK 2 :zIERIE5 EFFICENCY 9101745A IC71,71 I + T4YEAR PRODUCT WARRANTY,1 YEAR-LINEAR POWER OUTPUT WARRANTY US SPORT DUTY FREE �,�Tl��Pk4TIJ#RAT Nominal operating cell temperature(NOCT)-.,44.6*C(i-2*C) b l Temperature coeffirient ofp -0.39%/°C Temperature coefficient of V,, -0.31%/°C Temperature coefficient of fSC 0.045%/°C /'C NominatPower-l"I'l,"(WR) 275 280 285290 295 Cell type: .120 REC HC multicrystalline WattClassSorting-P) 0/_5 0j_,5 0j..5 (11+5 0/*5 6stringsof20cefts Nominal werwltage-y„°,M31.5 31.7 31.9 32Glass-' 0 13'(3.2 mm)solar glass with -1 32-3 1 i anti-reflective surface treatment Norn I I nalPowerCurrent-1,,,(A) 8.74 8.84 8.95 .9.05 914 1 Backsheet: Highly resistant polyester Open QrcuitVoltag.e-VocM 38.2 38.4 38.6 6 38,8 39.0 polyolefin construction .ShortCi[rcuitCurrent-I,(A) 939 9.39 9.49 9-58 9.65 �',Frame: -Anodized aluminum Pane['Efficiency(,Io)_ 165 16,8 17-1 17.4 T7,7 (Available in silver orblack) VatuesatstBndardtestma&tlons-STC(a'iP,MSAMIS.[aadwcelOCO I Wlhe;I relite.in I perattire2YQ. lunctionbOX-- IP67 rated,3-part wtth 3 bypass diodes At low utad0nceof`2G0WjW(AMI5aadceH temperature 252C)atleast 94%aMeSTCmaduteefficiemyyitUtxaa& 12AWG(4mm2)PVwire,35*+47'(09m+12m) Connectors: Stjubli MC4PV-KBT4/PV-KST4 12-AWG(jmmz) f. NomInalPower-P,,,(VVp) 206 210 214 218 223 Operational temperature: -40...+185'F(-40...+85-C) N I QminalPowerVb(tage-V,,,M 292 29.4 29-6 29.8 30-0 Maximum system voltage: 1000V NominaftwerCurrerttA,,(A) 7.07 7.15 7.24 7.32 7_43 Design Loads: (+)75.2 IbS/ft2(3600 Pa) OpencircuitV01tage-Volm 35.4 35,6 35.8 36.0 36.2 33A lbsIft-(1600 Pa) 5hortCtrcultCttsrent-I (A) 7.52 7.59 7,68 7.75 7,15 Refer to installation manual NamPoatopeeat I temperature NWr(8 00 WJW,A I Max series fuse"rating: 20A 'Mm at STCkdcawd above.ar4mnbe faliovmdby the suf&BLK k Max reverse current: 20A 10year productwarranty Dimensions: 65.9 x 39 25 x 1.5(1675 x 997 x 38 mm) 25 year linearp'ower outputwarmnity I I I Q H & Ai a, 1798ft-(1.67m�) LIL17a FiredasslftatiooTpeZIEC605�IEUMD. after thefirstyear)' We 40.8tbs(18.5kg) IEC6MI(SaltMist-seventylevel6k[EC62804(PIDFme), -See'elarra,'tYroaditions'orfwttterdettaRs�- Are 1Notel Specifications subjectto change without notice. ._-_._....4-__ ..__.__ __._-. _­j Founded in Norway in 1996.REC is a leading vertically integrated solar energy company,Through iritegrated manufacturing from silicon to wafers,cetis,Ngh-quality,panels and extending to solar solutions,REC provides the world with a reliable source of cleats REC energy. RECs renowned product quality is supported by the lowest warranty claims rate in the industry.REC is a Blue5tar Etkem companywith headquarters in Norwayand operational headquarters in Singapore.REC employs more than 2,00,9.people worldwide, producing]A GW ofsolar panels annually. wwwrecgTovp_com SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS • SYSTEM SIZE:12180W DC,13680W AC • ALL WORK SHALL COMPLY WITH NEC 2014,IBC 2015,MUNICIPAL CODE,AND SOLAR MODULES PAGE# DESCRIPTION • MODULES:(42)REC SOLAR REC290TP2 BLK ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONSSE SERVICE ENTRANCE PV-1 0 COVER SHEET • INVERTER(S)• • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014 PV-2 0 SITE PLAN (1)SMA AMERICA SB 7 7-1 SP-US-40 . ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014 (1)SMA AMERICA SB 6 0-1 SP-US-40 • PHOTOVOLTAIC SYSTEM IS UNGROUNDED NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-3 0 LAYOUT • RACKING' GROUNDED IN THE INVERTER SYSTEM COMPLIES WITH 690 35 J PV-4 0 ELECTRICAL SNAPNRACK RL,FLASHTRACK COMP SEE DETAIL • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 SNR B MOUNT SD-00708 • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741 SP SUB-PANEL SNR A MOUNT PV-5 0 SIGNAGE • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703 • (5)SMA SSD-US-10 1 1 RAPID SHUTDOWN . SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE IICHIMNEY MODULES,ARE CLASS A FIRE RATED LC PV LOAD CENTER • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 69012(1) Q ATTIC VENT • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690 31(G) SM SUNRUN METER w • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. FLUSH ATTIC VENT DE EQ >I O'vD 9 71 AMPS MODULE SHORT CIRCUIT CURRENT [ OO)(-e/ 0�`• I IL_C'' • 15 17 AMPS DERATED SHORT CIRCUIT CURRENT 690 8 a &690 8 b PM DEDICATED PV METER o PVC PIPE VENT INVERTERS)WITH INV INTEGRATED DC 0 METAL PIPE VENT FEB 1 3DISCONNECT AND AFCI T-VENT OF NE 2019 O ® NES,FACAC DISCONNECT(S) SATELLITE DISH `P�y Dome"I 0� o 4r; '-r '-7 7). f;•-<- DC DC DISCONNECT(S) j �1 FIRE SETBACKS m u, ®wTN OF SOU— y'U O COMBINER BOX HARDSCAPE ySF O 0816SZ I—-I INTERIOR EQUIPMENT -PL- PROPERTY LINEESS�oaP L]J SHOWN AS DASHED SCALE NTS A AMPERE s u n ru n AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION 54139-ME DC DIRECT CURRENT - (E) EXISTING iScavAra AVE.wcrcsViuE llWl - EXT EXTERIOR RIONE 805.540509, FRM FRAMING `""e4 " INT INTERIOR CUSTOMER RESIDENCE LBW LOAD BEARING WALL PATRICIA DENICOLA MAG MAGNETIC 635 CHABLIS PATH,SOUTHOLD, MSP MAIN SERVICE PANEL NY,11971 fl (N) NEW NTS NOT TO SCALE TEL(631)599-2129 Qwva:,cm c4m �* OC ON CENTER APN#1000-051-00-03-00-003-004 PRE-FAB PRE-FABRICATED ` PSF POUNDS PER SQUARE FOOT PROJECT NUMBER t 211 R-635DENI PV PHOTOVOLTAIC TL TRANSFORMERLESS TYP TYPICAL DESIGNER (720)475-7990 V VOLTS JAMES KOEHLER W WATTS SHEET i J REV NAME DATE COMMENTS COVER SHEET 4 REV A 1117/2018 PAGE PV-1.0 s � SITE PLAN DETAIL-SCALE=3!32"=1'•0" SITE PLAN SCALE=3!128"=1'0" ARRAY TRUE MAG PV AREA PITCH AZIM AZIM (SQFT) ® ® AR-01 31* 99" ill* 4673 AR-02 45° 189" 201° 2876 (N)(2)SMA 1 1 RAPID IX SHUTDOWN DISCONNECT a PL (E)RESIDENCE (E)RESIDENCE v_� PL co PL - L (N)ARRAY AR-02 d n PL PL PL PL� PL FIRE SETBACKS (18"TYP) (N)ARRAY AR-01 sunrun 54139-ME ® 0 15CHARLIIREAVE,HICKSV01ENT11501 (N)(3)SMA 1 1 RAPID PHOHe eos sao saes _ SHUTDOWN DISCONNECT ` CUSTOMER RESIDENCE PATRICIA DENICOLA ❑ INV 635 CHABLIS PATH,SOUTHOLD, SM LC INV NY,11971 TEL (631)599-2129 APN#1000-051-00-03-00-003-004 PROJECT NUMBER �COF 141 yw 211R-635DENI �P p0 MFNi� 09 DESIGNER (720)475-7990 �M C] +# Q� _ ,r �� JAMES KOEHLER L =1SHEET m�I SITE PLAN FpA 08jg93 �� REV A 1117/2018 9aFESS10NP PAGE PV-2.0 5 ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAMESOC ROOF EDGE MAX PEN MAX MOD DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN PACING ZONE SPACING OVERHANG MODULES: AR-01 COMP SHINGLE FLASHTRACK COMP SEE DETAIL SD-00708 2 STORY ATTIC WOOD RAFTER 2 X 8 15'-10" 12" =4" 4'-0" 2'-0" REC SOLAR REC290TP2 BLK AR-02 COMP SHINGLE FLASHTRACKCOMP SEE DETAIL SD-OD708 1 STORY ATTIC WOOD RAFTER 2X8 16'-9" 16" 4'-0" 2-_D„ MODULE DIMS. 65 94"x 39 25"x 1 49"(38mm) D1-AR-01-SCALE 3116"=1'-0" MODULE CLAMPS. PITCH 31° k-5'-11"- -}-1' Portrait 0"-1625" AZIM:99° I Landscape 0"-9 75" MAX DISTRIBUTED LOAD:3 PSF 2'-8" SNOW LOAD,20 PSF .�. WIND SPEED: 130 MPH 3-SEC GUST ❑ LAG SCREWS' 5116"x3 5" 2 5"MIN EMBEDMENT NOTE INSTALLERS TO VERIFY RAFTER SIZE,SPACING AND SLOPED SPANS,AND NOTIFY E 0 R OF -4 TYP_ 13,_3„ ANY DISCREPANCIES BEFORE PROCEEDING PENETRATION SPACING: QF NSW FULLY STAGGERED _ T ;\P��p0 May/ rp ROW SPACING• y/mays �+ 1 00"BETWEEN ROWS I * r1i.�� COLUMN SPACING- 2'-3" 0 75"BETWEEN COLUMNS w 11' 22,_1„ 2�, �° .,...'•'- ^ 'C7 38.8„ �Oo 081693 �4.a 9aFeSstoNP D2-AR-02-SCALE,3116"=1'-0" PITCH:45° 44'-8" 9 s u n ru n AZIM.189° }- 1' 16'-7" 11'-6" 16'-7" _ I T-61. 54139-ME 15 CHARLOTTE AVE,HIC-1—NY 11801 —4'TYP— PHONE 885 640 Sale 6'-7" FAX 84526920]3 CUSTOMER RESIDENCE 91'11" PATRICIA DENICOLA 13'-2" 635 CHABLIS PATH,SOUTHOLD, NY,11971 TEL (631)599-2129 APN# 1000-051-00.03-00-003-004 PROJECT NUMBER 211R-635DENI DESIGNER (720)475-7990 7_9JAMES KOEHLER 4 5 SHEET LAYOUT REV A 1 11712 01 8 SEE SITE PLAN FOR NORTH ARROW 39-11" PAGE PV-3.0 M (2)RSD I I RAPID pV MODULES SHUT DOWN DEVICE, 120/240 VAC SMAAMERICA SB NEMA4X 6DOV REC SOLAR REC29OTP2 BLK SINGLE PHASE 77-ISP-US-40 1 / (I')MODULES + /j SERVICE 7680 WATT INVERTER JUIJcnoN sox r� � _(�1 (1)STRING OF(9)MODULES 38 OR EOUNALENT 2a IYI `Y O METER# PSEGLI 99371560 PV MODULES UTILITY ACCOUNT# �� Ea 1 REC SOLAR REC29OTP2 BLK 9634910221 / ()MODULES GRID SUPPLY SIDE TAP LOAD RATED DC DISCONNECT +(�-j/ (1)STRING OF(9)MODULES WITH AFCI,RAPID SHUTDOWN (N)t00A PV LOAD COMPLIANT (3)RSD 11 RAPID 6 CENTER NE MA DEVICE, PV MODULESREC SOLAR REC29OTP2 BLK 1 (8)MODULES EXISTING 200A 4-- /(N)LOCKABLE (1-j (1)STRING OF(8)MODULES MAIN BREAKER BLADE TYPE (N)LOCKABLE (N)SUN RUNSMAAMERICA SB T FUSEDAC BLADETYPE CENTRON 4G 60-1SP-US-0O YYY DISCONNECT AC DISCONNECT METER 6000 WATT INVERTER JUNCTION Box PV MODULES OR EQUNALENi EXISTING 5 5 5 4 �� 3b 2b 1 REC SOLAR REC29OTP2 BLK - 200A �� s // (8)MODULES fr MAIN `� � ® — `� +(�j/ (1)STRING OF(8)MODULES FACILITY PANEL SOA FUSES LOADS cno0xo SQUARE D SQUARE D 240V METER SOCKET 40A BREAKER(A) LOAD RATED DC DISCONNECT 1 PV MODULES D223NRB OU323RB 125A CONTINUOUS 8 35A BREAKER(B) WITH AFCI,RAPID SHUTDOWN REC SOLAR REC29OTP2 BLK 3R,100A 3R,IOOA,2P 240V METER COMPLIANT 120/240VAC120/240VAC 200A,FORM 2S + // (8)MODULES (1)STRINGS (8)MODULES CONDUIT SCHEDULE NOTES TO INSTALLER' 1 349 VDC(INV1),310 VDC(INV2)EXPECTED OPEN CIRCUIT STRING VOLTAGE # CONDUIT CONDUCTOR NEUTRAL GROUND 2 ADD 100 AMP NEW PV LOAD CENTER 1 NONE (2)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER 3 ADD 40 AMP BREAKER TO PV LOAD CENTER(INV1) 4 ADD 35 AMP BREAKER TO PV LOAD CENTER(INV2) 2a NONE (4)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER 5 CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN �� 2b NONE (6)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER BREAKER IN MAIN PANEL ENCLOSURE CONDUCTORS ARE FIELD INSTALLED 3a 1"PVC OR EQUIV (4)8 AWG THHN/THWN-2 NONE (1)8 AWG THHN/THWN-2 3b 1"PVC OR EQUIV (6)8 AWG THHN/THWN-2 NONE (1)8 AWG THHNrrHWN-2 54139-ME 4 1"PVC OR EQUIV (4)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 15C—OTTEAV HICKS—ENY11001 5 1"PVC OR EQUIV (2)3 AWG THHNITHWN-2 (1)8 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 PHONE 6055 OW7 FAXBa 2.2.. 6 1"PVC OR EQUIV (2)3 AWG THHN/THWN-2 (1)3 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 CUSTOMER RESIDENCE PATRICIA DENICOLA 635 CHABLIS PATH,SOUTHOLD, NY,11971 a MODULE CHARACTERISTICS TEL (631)599-2129 REC SOLAR REC29OTP2 BLK 290 W APN# 1000-051-00-03.00-003-004 OPEN CIRCUIT VOLTAGE 38 8 V PROJECT NUMBER MAX POWER VOLTAGE 32 1 V OF N� PROJECT NUM SHORT CIRCUIT CURRENT 9 71 A p�L')Ow F NE 4, �S `g�M7C� DESIGNER (720)475-7990 SYSTEM CHARACTERISTICS-INVERTER 1 SYSTEM CHARACTERISTICS-INVERTER 2 * 4 sv r F JAMES KOEHLER SYSTEM SIZE 5220 W SYSTEM SIZE 6960 W a1 SYSTEM OPEN CIRCUIT VOLTAGE 393 V SYSTEM OPEN CIRCUIT VOLTAGE 350 V SHEET SYSTEM OPERATING VOLTAGE 289 V SYSTEM OPERATING VOLTAGE 257 V Z� `+- ELECTRICAL MAX ALLOWABLE DC VOLTAGE 600 V MAX ALLOWABLE DC VOLTAGE 600 V �O 0816y3 �� A �, REV A 11f7/2018 SYSTEM OPERATING CURRENT 18 1 A SYSTEM OPERATING CURRENT 27 15A 9pFEss(O�P _ SYSTEM SHORT CIRCUIT CURRENT 24 27 A SYSTEM SHORT CIRCUIT CURRENT 36 41 A PAGE PV-4.0 INVERTERI NOTES AND SPECIFICATIONS \A/A,O 1l1�I�N/'� \A/AKpw11,A1/,'+ e • • e m e ■ ® , ® •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014 ARTICLE Y�Y�/`1RN G V ARN NG 11021(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR • m •• •o is 1 •m IF REQUESTED BY THE LOCAL AHJ ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD m Y • •• i ft 289 m ® •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS,COLORS AND SYMBOLS DO NOT TOUCH TERMINALS IF GROUND FAULT IS INDICATED • 393 m ■ ■ ®® .LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING TERMINALS ON LINE AND LOAD ALL NORMALLY GROUNDED e e e e za 27 •1 - METHOD AND SHALL NOT BE HAND WRITTEN SIDES MAY BE ENERGIZED IN CONDUCTORS MAY BE LABEL LOCATION •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT e LABEL LOCATION UTILITY SERVICE ENTRANCEIMETER,INVERTERIOC INVOLVED THE OPEN POSITION UNGROUNDED AND ENERGIZED INVERTER(S),DC DISCONNECT(S) DISCONNECT IF REQUIRED BY LOCAL AHJ,OR •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535 4-2011,PRODUCT SAFETY LABEL LOCATION LABEL LOCATION PER CODE(S)CEC 2016 690 53,NEC 2017 690 53,NEC OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED INVERTER(S),AC DISCONNECT(S),AC INVERTER(S),ENPHASE ENVOY 2014 690 53,NEC 2011 690 53 PER CODE(S)CEC 2018 890 12,NEC 2014 690 12, •DO NOT COVER EXISTING MANUFACTURER LABELS COMBINER PANEL OF APPLICABLE) ENCLOSURE OF APPLICABLE) INVERTER 2 NEC 690 56,IFC 2012 605 11 1 PER CODE(S)CEC 2016 690.17(E),NEC PER CODE(S)CEC 2016 690 5(C),NEC 2014 690 17(E),NEC 2011 690 17(4) 2014 690 5(C),NEC 2011 690 5(C) • • • • 1 • • '• •0 27.15 •m j &WARNING 'QI WARNI.NG 0 257 ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY THE DC CONDUCTORS OF THIS SOURCES:UTILITY GRID a 36 41 •Y PHOTOVOLTAIC SYSTEM ARE AND PV SOLAR ELECTRIC UNGROUNDED AND MAY BE ENERGIZED SYSTEM LABEL LOCATION LABEL LOCATION OF N Ejy y INVERTER(S),DC DISCONNECTS UTILITY SERVICE METER AND MAIN �P QWero7C 0 PER CODE(S)CEC 2016 690 35(F),NEC SERVICE PANEL 2014 690 35(F),NEC 2011 690 35(F) PER CODE(S)CEC 2016 70512(D)(3), � ��j]_. �,q,e4` '•J NEC 2014 705 12(D)(3),NEC 2011 f g 705 12(0)(4) a 1 -- cr m z1 &WARNINGW '. OARNIN'G. `ys INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM Ogi693 A9�FESSIONP�' DO NOT RELOCATE THIS COMBINER PANEL OVERCURRENT DEVICE DO NOT ADD LOADS BUILDING SUPPLIED BY UTILITY ADJJACENTTO PV BREAKER OF PHOTOVOLTAIC AC COMBINER OF GRID AND PHOTOVOLTAIC sunrunAPPLICABLE) APPLICABLE) - PER CODE(S)CEC 2016 PER CODE(S)CEC 2016 SYSTEM 70512(D)(2)(3)(b),NEC 2014 705.12(D)(2)(3)(c),NEC 2014 705 12(D)(2)(3)(b),NEC 2011 705 12(D)(7) 70512(1))(2)(3)(c),NEC 2011 70512(D)(4) 54139-ME 15 CHARLOIlE AVS MCNSVILLE NY 11801 ■ ® few® F1roNE 805540548] FPX 845268309 CUSTOMER RESIDENCE LABEL LOCATION PATRICIA DENICOLA INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, 635 CHABLIS PATH,SOUTHOLD, AT EACH TURN,ABOVE AND BELOW PENETRATIONS, NY,11971 ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS PER CODE(S)CEC 2016 690 31(G)(3),690 31(G)(4),NEC TEL (631)599-2129 2014 690 31(G)(3),690 31(G)(4),NEC 2011 69031(E)(3), 690 31(E)(4),IFC 2012 6051114 APN# 1000-051-00-03-00-003-004 PROJECT NUMBER a • • • • • 211R-635DENI PV SYSTEM 'p. 01 DISCONNECT DESIGNER 20 475-7990 • •• • • 1 JAMES KOEHLER LABEL LOCATION LABEL LOCATION POINT OF INTERCONNECTION SHEET AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF (PER CODE NEC69056(B),NEC70510.22537,2302(E)) SIGNAGE INTERCONNECTION PER CODE(S)CEC 2016 690 54,NEC 2014 690 64,NEC 2011 69054 REV A 1177/2018 PAGE PV-5.0 o . ' . . . . . . . . ` . . Penn FUSION 1S23. B - St E — Lansdale,PA 19446 (215)361-8040 Structural Calculations for the Patricia Denicolla Residence PV 11 11 Date: 1/9/2019 D Job Address: 635 Chablis Path - -- FEB 1 3 �0i� D �ou1holc� NY. 11971 - �- ` Job Number:. TOWN OF sou-lln-�GLDI Scope of Work These calculations are for the existing roof framing which supports the new PV modules as well as the attachment ofthe PVsystem tmexisting roof framing. All PVmounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 3 House Geometry, Live Loads,Snow Load, Wind Loading, & Dead Loading 3 Roof(2) Deed Loading, Roof(1) Framing Check .4Roof/I\ Framing Check cmnt, Roof(2) Frorning Check - S Roof(2) Framing Check cmnt~ Rafter Attachment Check, Seismic Check, &Scope of Work Engineering Calculations Summary Code: 2O17New York State Uniform Code Supplement(3O1SIBC&IRC) ASCE 7-10 Snow Load: S= 20 psf Live Load: LL= 20 psf VVhld: Wind Speed Ult. (V)= 130 mph Exp.= B PV Dead Load: DPV= 3.0 psf OF New Sincerely, Al . P8MnFUSiOOEO8ineeriOg LLC ' CO ing Andrew 0. Leone, P.E. Principal Engineer:SVL Date: 1/9/2019 F U S1®N Job:211R J7,' E n g i n e e r i r� g Address:635 Chablis Path Southold,NY, 11971 2 of'5 Structrure Geometry: Mean Roof Height,hn = 23 ft Eave Height,he = 18 ft Buiding Length,L = 40 ft Building Width,B = 70 ft 'Module Area = 20 ftz Roof Pitch,B = 31 degrees Live Load: Roof Live Load,Lr = 20 psf Equation 4.8-1 Snow Load: Ground Snow Load,pg = 20 psf Fig.7-1 -Snow Importance Factor,is = 1.00 Table 1.5-1 Thermal Factor,Ct = 1.1 Table 7-3 Exposure Factor,Ce = 0.9 Table 7-2 Roof Slope Factor,Cs = 0.72 Figure 7-2c Flat Snow Load,Pf = 13.9 psf Equation 7.3-1 Sloped Roof Snow Loads,Ps = 9.9 psf Equation 7.4-1 Is the width of the roof>20ft? Yes Drift Height,hd = 1.23 ft Figure 7-9 Roof slope for a rise of one,S 1.66 Unbalanced Width = 4.24 ft Fig 7-5 y = 17 pcf Equation 7.7-1 Unbalanced Snow Load = -25.77 psf Fig 7-5 Wind Load: Basic Wind Speed(3s-gust),V = 130.0 mph Figure 26.5-1A Building Occupancy Category = 2 Table 1.5-1 Wind Importance Factor,Iw = 1.00 Table 1.5-2 Exposure Category = B Sec 26.7.3 Topographic Factor,Kzr = 1.00 Equation 26.8-1 Velocity Pressure,qh = 25.74 Equation 30.4-1 Edge Zone,a = 4.00 ft Figure 30.5-1 Uplift(0.6W) Zone 1 s Zone 2 s Zone 3(psf) GCp = -0.95 -1.15 4.15 Table 30.4-2 P30.4=.6 x qh x GCPzone = -14.67 -17.76 -17.76 Equation 30.4-1 Downward(0.6W) � ' GCp = 0.85 0.85 0.85 Table 30.4-2 P30.4=.6 x qh x GCPzone = 13.13 13.13 13.13 Equation 30.4-1 Dead Load. Roof1. Roof Walls--Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2,0 2x8 Rafter @ 24"OC 2.0 Gypsum 3,0 Misc.(Ceiling,Insulation,etc.) 1.0 Misc.(Insulation,etc.) 2.0 PV System,Ppv 3.0 Total Roof DL= 11.0 psf Total Wall DL= 12.0 psf Engineer:SVL Date:-1/9/2019 ���� ���[®� Job:211R-635DENI l �� E n y i n e e r i n cJ .,.LMS - "� Address: 635 Chablis Path Southold, NY, 11971 3of5 Roof(2): Roof Walls-Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x8 Rafter @ 16"OC 2.0 Gypsum 3.0 Misc.(Ceiling,Insulation,etc.) 1.0 Misc.(Insulation,etc.) 2.0 PV System,Ppv _ 3.0 Total Roof DL= 11.0 psf Total Wall DL= 12.0 psf Roof(1)Framing Check: Roof Framing = 2x8 Rafter @ 24"OC Timber Species = Doug Fir-Larch#2 Max Beam Span = 15.83 ft b = 1.5 in d = 7.25 in Moment of Inertia,Ix = 47.63 in" Section Modulus,Sx = 13.14 in3 Bending Stress,Fb = 900 psi Elastic Modulus,Emin = 580000 psi Sheer Stress,Fd = 180 psi CD(Wind) CD(Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.15 1.00 1.00 CL CF Cfu CI Cr 1.00 1.20 1.00 1.00 1.15 PV Tributary Width,Wpv = 3.30 ft PV Tributary Length,Lpv = 4.0 ft PV Tributary Area,At = 13.2 ft2 PV Dead Point Load,PD=Ppvx At = 34 Ib Roof Distributed Load,wDL = 14 plf Load Case: 0.6DL+0.6W (CD=16) Roof Zone = 1 Pup=Pnet x At+0.6 X PD X COS(e) = 173 Ib Mb(wind_up) = 837 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 2285 psi Mallowable=Sx X Fb'(wind) = 2503 Ib-ft > 837 OK Load Case: DL+0.6W (CD=1.6) Pdown=Pnetx At+PD X COS(B) = 207 Ib Mb(wind_down) = 1681 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI xCr = 2285 psi Mallowable=Sx X Fb'(wind) = 2503 Ib-ft > 1681 OK Load Case: DL+0.75(0.6W)+0.75S (CD=1 6) Roof Snow Distributed Load,wSL = 28 plf Psnow=Ps x At = 112 Ib Mb(wlnd_snow) = 1934 lb-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI xCr = 2285 psi Mallowable=Sx X Fb'(snow) = 2503 Ib-ft > 1934 OK Engineer:SVL Date: 1/9/2019 t Penn FUSION Job:211R-635DEN1 ' E n g i n e e r i n g Address:635 Chablis Path Southold, NY, 11971 4of5 Load Case: DL+S (CD=1.15) Roof Snow Distributed Load,wSL = 28 plf Psnow=Ps x At = 112 Ib Mb(snow) = 1302 lb-ft Fb'(snow)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 1643 psi Mallowable=Sx X Fb'(snow) = 1799 Ib-ft > 1302 OK Roof(2)Framing Check: � Roof Framing = 2x8 Rafter @ 16"OC Timber Species = Doug Fir-Larch#2 Max Beam Span = 16.75 ft b = 1.50 in d = 7.25 in Moment of Inertia,Ix = 47.63 W Section Modulus,Sx = 13.14 ins Bending Stress,Fb = 900 psi Elastic Modulus,Emin = 580000 psi Sheer Stress,Fv' = 180 psi CD(Wind) CD(Snow) CLS CM Ct Wood Adjustment Factors: 1 1.60 1.15 1.15 1.00 1 1.00 CL CF Cfu CI Cr Roof(2)Framing Check Continued: 1.00 1.20 1.00 1.00 1.15 PV Tributary Width,Wpv = 3.30 ft PV Tributary Length,Lpv = 4.00 ft PV Tributary Area,At = 13.20 ftZ PV Dead Point Load,PD=Ppvx At = 28 Ib Roof Distributed Load,wDL = 8 plf Load Case: 0.6DL+0.6W (CD=16) Roof Zone = 1 Pup=Pnet x At+0.6 x PD x COs(6) = 177 Ib Mb(wind up) = 874 Ib-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 2285 psi Mallowable=Sx X Fb'(wind) = 2503 Ib-ft > 874 OK Load Case: DL+0.6W (CD=1.6) Pdown=PnetX At+PD x COS(0) = 201 Ib Mb(wind down) = 1523 Ib-ft Fb'(wind)=Fb XCD XCLS XCM XCtXCLXCF XCfu XCI XCr = 2285 psi Mallowable=Sx x Fb'(wind) = 2503 Ib-ft > 1523 OK Load Case: DL+0.75(0.6W)+0-75S (CD=1 6) Roof Snow Distributed Load,wSL = 18 plf Psnow=Ps x At = 60 Ib Mb(wind snow) = 1535 Ib-ft Fb'(wind)=Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 2285 psi Mallowable=Sx X Fb'(snow) = 2503 Ib-ft > 1535 OK Engineer:SVL Date: 1/9/2019 Penn FUSi®N Job:211R-635DEN1 E n g i n e e r i n g Address:635 Chablis Path Southold, NY, 11971 5of5 Load Case: DL+S (CD=1.15) Roof Snow Distributed Load,wSL = 18 pif Psnow=Ps X At = 60 Ib Mb(snow) = 845 lb-ft Fb'(snow)=Fb XCD XCLs XCaa XCt XCL XCF XCfu XCI XCr = 1643 psi Mallowable=Sx x Fb'(snow) = 1799 Ib-ft > 845 OK Rafter Attachments:0.6D+0.6W(Zone 2) Puplift=At x Pnet = 218 Ib Connector Uplift Capcity per SnapNRack Test Results = 600 Ib > 218 OK 5/16"Lag Screw Withdrawl Value = 266 Ib/in Table 12.2A-NDS Lag Screw Penetration = 2.5 in Allowable Capacity with Co = 1064 Ib > 218 OK Seismic Check. Existing Dead Load: Solar Dead Load: Aroofexlsting = 2800 ft2 Wpanel = 42 Ib Wroofexisting = 22400 lb NUmpanel = 42 Awallexisting = 3960 ft2 Wpanel tot = 1764 lb Wwallexisting = 47520 lb Wbos = 412 lb Wtotal = 69920 Ib Warray - 2176-lb —"- --"-"— —' %increase=(Wtotal+Warray)/Wtotal = 72096 *100%-100% = 3.11% ** 69920 **The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes,professional engineering inspection and design experience,opinions and judgments.The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. /5-7 �_ 152'S.Broad St Penn FUSION Lansdale, PA 19446 !r E n g i n e e r i n g 215 361-8040 r ) January 09, 2019 Subject:Structural Certification for Proposed Residential Solar Installation. Job Number: 211R-635DEN1; Plan Set: Rev B, Dated 1/9/2019 Client: Patricia Denicola Address: 635 Chablis Path,Southold, NY, 11971 Attn:To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation,the existing roof structure was observed as 1 layer Composition Shingle roofing over roof plywood supported by 2x8 Rafter @ 24" OC. The roof is sloped at approximately 31 degrees and has a max rafter span of 15' 10" between supports. Design Criteria: • 2017 New York State Uniform Code Supplement(2015 IBC& IRC) • Basic Wind Speed Vult= 130 mph (Vasd= 101 mph), Exposure B • Ground Snow Load =20 psf Our analysis is based on the information provided by Sunrun Inc. and is isolated only to the areas where the modules are interided to be placed. After review of the field observation report,the existing roof framing supporting the proposed 'solar panel layout has been determined to meet or exceed the requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, no structural upgrades are required. If you have any further questions on'the above for mentioned, please do not hesitate to call. Sincerely, Penn Fusion Engineering LLC ��pF Negr Andrew D. Leone, P.E. �-t Principal M L<3p 08%93 �� SCOPE OF!TORIC GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS • SYSTEM SIZE:1189OW DC,136BOW AC . SOLAR MODULES PAGE# DESCRIPTION ALL WORK SHALL COMPLY WITH NEC 2014,IBC 2015,MUNICIPAL CODE,AND o MODULES:(41)REC SOLAR:REC29OTP2 BLK ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS SE SERVICE ENTRANCE R PV-1.0 COVER SHEET • INVERTER(S): . PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014. PV-2.0 SITE PLAN (1)SMA AMERICA.SB 7-7-1 SP-US-40 o ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2D14. (1)SMA AMERICA:SB 6.0-1 SP-US-40 • PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-3 0 LAYOUT • RACKING: GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. PV-4.0 ELECTRICAL SNAPNRACK RL;FLASHTRACK COMP.SEE DETAIL o MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SNR B MOUNT SD-00708 • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB-PANEL L SNR A MOUNT PV5 0 SIGNAGE o RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • (4)SMA SSD-US-101-1 RAPID SHUTDOWN • SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE 1,OR TYPE 11 CHIMNEY MODULES,ARE CLASS A FIRE RATED. LC PV LOAD CENTER Df 5,1 o RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). Q ATTIC VENT • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G) SM SUNRUN METER o ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. Q FLUSH ATTIC VENT • 9.71 AMPS MODULE SHORT CIRCUIT CURRENT. 0 15.17 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a)&690.8(b)]. PM DEDICATED PV METER o PVC PIPE VENT INVERTER(S)WITH INTEGRATED DC ® METAL PIPE VENT INV DISCONNECT AND AFCI ® T-VENT AC `_pF tfi�t� AC DISCONNECT(S) PC DOME P� SATELLITE DISHco (DC DC DISCONNECT(S) ® FIRE SETBACKS f 1414 r ar °et (��;,:,; m 0 COMBINER BOX � HARDSCAPE + �®8 FO 8 F 1 INTERIOR EQUIPMENT —PL— PROPERTY LINE LE]f SHOWN AS DASHED SCALE:NTS A AMPERE AC ALTERNATING CURRENT s u n r u AFCI ARC FAULT CIRCUIT INTERRUPTER VICINITY MAP AZIM AZIMUTH COMP COMPOSITION 54139-ME DC DIRECT CURRENT T (E) EXISTING • ,. `- = r - __ - EXT EXTERIOR u +� ^"E wucsvu�ror�ieoi - FRM DHOl�B•S.SaR59B) FRAMING INT INTERIOR CUSTOMER RESIDENCE- LBW LOAD BEARING WALL PATRICIA DENICOLA MAG MAGNETIC 635 CHABLIS PATH,SOUTHOLD. q ; MSP MAIN SERVICE PANEL NY,11971 (N) NEW PM1tStl WwD.vr NTS NOT TO SCALE TEL(631)599-2129 OC ON CENTER APN#1000-051-00-03-00-003-004 PRE-FAB PRE-FABRICATED BER NUM CT - PSF POUNDS PER SQUARE FOOT PROJECT T NUM PV PHOTOVOLTAIC TL TRANSFORMERLESS DESIGNER (720)475-7990 < TYP TYPICAL V VOLTS JAMES KOEHLER W WATTS SHEET s REV NAME DATE COMMENTS COVER SHEET B MITCH TOSO 1/9/2019 PV-3.0,PV-4.0 " - REV B 1/9/2019 PAGE PV-1.0 SITE PLAN DETAIL-SCALE=313Z'=11.01* SITE PLAN CALE=31128"=1'0" ARRAY TRUE MAG PV AREA PITCH AZIM AZIM (SOFT) ® ® AR-01 31° 99° 111' 4673 AR-02 45° 189' 201° 269.6 (N)(2)SMA 1:1 RAPID l Q PL (E)RESIDENCE SHUTDOWN DISCONNECT (E)RESIDENCE aai — PL PL U (N)ARRAY AR-02 n n PL PL - PL � FIRE SETBACKS PL PL (18"TYP) (N)ARRAY AR-01 CspF iVEly} �u P p0 Ml; O g >z S _ tf• �1 a 1' m1�t 54139-ME (N)(2)SMA 1.1 RAPID �p 087693- ��� �m AVF K sva�W— SHUTDOWN DISCONNECT 9OFE$$1O�A FM845 GB.ZCl2 CUSTOMER RESIDENCE: 0 PATRICIA DENICOLA 635 CHABLIS PATH,SOUTHOLD. NY,11971 � INV TEL.(631)599-2129 APN#:1000-051-00-03-00-003-004 SM LC INV PROJECT NUMBER* 211 R-635DENI DESIGNER: (720)475-7690 JAMES KOEHLER I— AC—I SHEET MP p SITE PLAN SE O REV B 1/9/2019 PAGE PV-2.0 - ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG MODULES AR-01 COMP SHINGLE FLASHTRACK COMP.SEE DET/OL sD-00708 2 STORY ATTIC WOOD RAFTER 2 X 8 15'-10" 24" 4'-0" 4'-0" 2'-0" REC SOLAR:REC290TP2 BLK AR-02 COMP SHINGLE FLASHTRACKCOMP.SEE DETAIL SD-00708 1STORY ATTIC WOOD RAFTER 2X8 16'-9" 16" 4'-0" 4'-0" 2'-0^ MODULE DIMS: 65.94"x 39.25"x 1.49"(38mm) D1-AR-01-SCALE:3116^=1'0^ PITCH:31" MODULE CLAMPS: k-5'-i1"— -}1' Portrait:0"-16.25" AZIM.99" I Landscape 0"-9.75" MAX DISTRIBUTED LOAD:3 PSF 2'-B" SNOW LOAD:20 PSF WIND SPEED: 130 MPH 3-SEC GUST. LAG SCREWS: 5/16"x3 5"2.5"MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER SIZE,SPACING AND SLOPED SPANS,AND NOTIFY E O.R.OF -4'TYP_ 13'-3" ANY DISCREPANCIES BEFORE PROCEEDING. PENETRATION SPACING: FULLY STAGGERED O SOF Ne ROWSPACING: .pOMgH7CCpCMN SP 9 �OLU ACING: 2'I3" 75"BENE COLUMNS —+ mm ' 11' 22'-1" Z °t ,..., to 38'-8" FOA -08269+ 9� 0NP D2-AR-02-SCALE:3/16"=1'-0" 1 PITCH:45" 44-8" 91. s u n r u n AZIM:189" }- 1' 16'-7" 17'-1" 11' - I —} 1'6" '/////-71'/-, 54139-ME -4'TYP- ,5auwtprteAvF wa�svu�erv„am ewsau5ae7 FAX8653fi830}] CUSTOMER RESIDENCE. PATRICIA DENICOLA 13-2„ 635 CHABLIS PATH,SOUTHOLD, NY,11971 TEL(631)599-2129 APN P 1000-051-00-03-00-003-004 PROJECT NUMBER: 211 R-635DENI DESIGNER* (720)475-7990 JAMES KOEHLER SHEET B I LAYOUT REV B 1/9/2019 SEE SITE PLAN FOR NORTH ARROW PAGE PV-3.0 (2)RSD 11 RAPID SHUT DOWN DEVICE, PV MODULES 120/240 VAC SMAAMERICA.SB NEMA 4X,6WV REC SOLAR•REC290TP2 BLK SINGLE PHASE 7.7-ISP-US-40 1 } (13)MODULES SERVICE 7680 WATT INVERTER JUNCTION BOX #: �/. oR EOUNALENi (1)STRING OF(13)MODULES METER 3 2 PSEGL199371560 `r _ PV MODULES UTILITY ACCOUNT#:9634910221 1 REC SOLAR:REC290TP2 BLK " 3)MODULES GRIDLOAD RATED DC DISCONNECT (l�// (1)STRING OF 13 MODULES ` SUPPLY 507E TAP ) WITH AFCI,RAPID SHUTDOWN ''YY ( (I4)100A PVLOAD COMPLIANT C (2)RSD t 1 RAPID ABs sHur oawN DEVICEPV MODULES, NEMA 4X 600V REC SOLAR.REC290TP2 BLK EXISTING 200A N LOCKABLE (9)MODULES MAIN BREAKER BLADE TYPE (N)LOCKABLE (N)SUN RUN SMAAMERICA SB 111 _¢/ (1)STRING OF(9)MODULES T FUSED AC BLADE TYPE CENTRON 4G 60-ISP-US40 Lrl DISCONNECT AC DISCONNECT METER 6000 WATT INVERTER JUNCTION BOX PV MODULES EXISTING 5 5 5 4 `yam 3 OR EQUNALENi 2 r 1 REC SOLAR:REC290TP2 BLK <- 200AMAIN `� ® �\ r / (6)MODULES _ ` (�j (1)STRING OF(6)MODULES FACILITY ` PANEL LOADS BOA FUSES ovum SQUARE D SQUARED 240V METER SOCKET 40A BREAKER(A) LOAD RATED DC DISCONNECT D223NRB DU323RB 125A CONTINUOUS 8 35A BREAKER(B) WITH AFCI,RAPID SHUTDOWN 3R,1100A120240V 12=40VAC 240V METER COMPLIANT ��Q�td yy 120240VAC 120/240VAC 200A,FORM 2S QOI+IEFj/ Q CONDUIT SCHEDULE `- �3 �R NOTES TO INSTALLER: # CONDUIT CONDUCTOR NEUTRAL GROUND 1. 504 VDC( VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. ADD 100 AMPMP N NEWW PV LOADADCENTER. FOA 081593 1 NONE (2)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER 3. ADD 40 AMP BREAKER TO PV LOAD CENTER(INV1). 4. ADD 35 AMP BREAKER TO PV LOAD CENTER(INV2). ��1ppffiffi 2 NONE (4)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER 5. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN \ n 3 1"PVC OR EQUIV. (4)10 AWG THHN/THWN-2 NONE (1)8 AWG THHN/THWN-2 BREAKER IN MAIN PANEL ENCLOSURE.CONDUCTORS ARE FIELD INSTALLED. 4 1"PVC OR EQUIV. (2)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 5 1"PVC OR EQUIV. (2)3 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 6 1"PVC OR EQUIV (2)3 AWG THHN/THWN-2 (1)3 AWG THHN/THWN 2 (1)8 AWG THHN/THWN-2 54139-ME ss owuorte AV�wasvw.e Hr n mi Fwa Eeassan5as' FAX86.�60.]DZ! CUSTOMER RESIDENCE: PATRICIA DENICOLA 635 CHABLIS PATH,SOUTHOLD, NY,11971 MODULE CHARACTERISTICS REC SOLAR:REC290TP2 BLK: 290 W TEL.(631)599-2129 OPEN CIRCUIT VOLTAGE: 38.6 V APN 9.1000-051-00-03.00-0_03-004 MAX POWER VOLTAGE: 321 V PROJECT NUMBER. SHORT CIRCUIT CURRENT, 9.71 A 211 R-635DENI DESIGNER- (720)475-7990 SYSTEM CHARACTERISTICS-INVERTER 1 SYSTEM CHARACTERISTICS-INVERTER 2 JAMES KOEHLER SYSTEM SIZE 7540 W SYSTEM SIZE 4350 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 568 V SYSTEM OPEN CIRCUIT VOLTAGE. 393 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 417 V SYSTEM OPERATING VOLTAGE 289 V MAX ALLOWABLE DC VOLTAGE: 600 V MAX ALLOWABLE DC VOLTAGE. 600 V SYSTEM OPERATING CURRENT: 18.1 A SYSTEM OPERATING CURRENT 181 A REV B 1/9/2019 SYSTEM SHORT CIRCUIT CURRENT 24.27 A SYSTEM SHORT CIRCUIT CURRENT: 24.27 A PAGE PV-4.0 INVERTER 1 ( /±"- NOTES AND SPECIFICATIONS DIN}ARN_;I,�IIVs\7i, a1lUARNINjq,•. ° ° ° ° ° ° ® ® ® - -SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014-ARTICLE ' V ° '° •° 18.1 _ 11021(6),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD IF REQUESTED BY THE LOCAL AHJ 1 •° •° °••' 417_ • ® •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFEC71VE DO NOTTOUCH TERMINALS. IF GROUND FAULT IS INDICATED ° sse ° • ® ®® WORDS,COLORS AND SYMBOLS •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING TERMINALS ON LINE AND LOAD ALL NORMALLY GROUNDED ®• za.v •. L' METHOD AND SHALL NOT BE HAND WRITTEN. SIDES MAY BE ENERGIZED IN CONDUCTORS MAY BE - - - LABEL LOCATION _ •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT THE OPEN POSITION UNGROUNDED AND ENERGIZED LABEL LOCATION UTILITY SERVICE ENTRANCEIMETER,INVER71UMC INVOLVED. INVFRTER(S),DC DISCONNECT(S). DISCONNECT IF REQUIRED BY LOCAL AHJ,OR •SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535 4-2011,PRODUCT SAFETY LABEL LOCATION. LABEL LOCATION. PER CODE(S):CEC 2016.690.53,NEC 2017:690 53,NEC OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ, SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. INVERTER((),AC DISCONNECT(S),AC INVERTER(S),ENPHASE ENVOY 2014.690.53.NEC 2011:690.53 PER CODE(S):CEC 2016:690.12.NEC 2014:690.12, •DO NOT COVER EXISTING MANUFACTURER LABELS. COMBINER PANEL OF APPLICABLE). ENCLOSURE OF APPLICABLE). INVERTER NEC 69056,IFC 2012 605.11.1 PER CODE(S)'CEC 2016 690.17(E),NEC PER CODE(S)-CEC 2016 690 5(C),NEC - 2014.690.17(E),NEC 2011:690.17(4) 2014:690.5(C),NEC 2011:690.5(C) WA,_ R_ __.__ . •® •• 18.1- •/ I=:yQWARN.ING�S ! !:` N1>N;G;,,. -289 ° ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY ° `D%11 393 e THE DC CONDUCTORS OF THIS SOURCES:UTILITY GRID ° za.21 •e PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAYBE AND PV SOLAR ELECTRIC ENERGIZED SYSTEM LABEL LOCATION LABEL LOCATION' �t.'Q F Neal,INV � PER C ER(S),DC DISCONNECTS. SERVICE UTILITYSERVIC METER AND MAIN ��Oo MEQ<CPQg� PER CODE(()'CEC 2016:690 35(F),NEC SERVICE PANEL � ! 2014.690.35(F),NEC 2011:690 35(F7 PER CODE(S)'CEC 2016:705.12(0)(3), *e NEC 2014.705.12P)(3),NEC 2011: 705.12(0)(4) i ,W�AtRNING, ARNIN,Q INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM SOA 08T69� ��� DO NOT RELOCATE THIS COMBINER PANEL 90FESS10�A OVERCURRENT DEVICE DO NOT ADD LOADS LABEL LOCATION LABEL LOCATION. BUILDING SUPPLIED BY UTILITY ���f�� _ ADJACENTTO PV BREAKER QF PHOTOVOLTAIC AC COMBINER OF GRID AND PHOTOVOLTAIC APPUCAAPPLICABLE). SYSTEM PER CODE(()E(S)CEC 2016 PER CODE(S):CEC 2016. 705.12(0)C2)(3)(b),NEC 2014' 705.12(D)(2)(3)(c),NEC 2014: 70512(D)(2)(3)(b),NEC 2011:705.12(D)(7) 705.12(0)m(3)(c),NEC 2011.70512(0)(4) 54139-ME J � � ® � ® t, uoaalnnenve,weksv¢terrciiem ctia�eossaasaei FA%9a5,Z68.]UYt CUSTOMER RESIDENCE. LABEL LOCATION' PATRICIA DENICOLA _ INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, 635 CHABLIS PATH,SOUTHOLD, AT EACH TURN,ABOVE AND BELOW PENETRATIONS, NY,11971 ON EVERY JBIPULL BOX CONTAINING DC CIRCUITS. PER CODE(S):CEC 2016-690al(G)(3).690.31(G)(4),NEC 2014:690.31(G)(3),690 31(G)(4),NEC 2011:690.31(E)(3), TEL.(631)599-2129 690.31(E)(4),IFC 2012:605.11.1.4 APN 9 1000-051-OD-03-00-003-004 PROJECT NUMBER: ° • ° ° ® 21 211R-635DEN1 °• eo •1 PV SYSTEM • DISCONNECT DESIGNER' (720)475-7990 ----- JAMES KOEHLER LABEL LOCATION LABEL LOCATION AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF POINT OF INTERCONNECTION SHEET INTERCONNECTION. (PER CODE NEC69%56(B),NEC705.10,225 37.2302(E)) SIGNAGE PER CODE(S):CEC 2016:690.54.NEC 2014:690 54,NEC 2011:690.54 REV:B 1/911019 PAGE PV-5.0 -