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,�,:0FilLit;� Town of Southold 5/6/2016 3 �d P.O.Box 1179 " .m. ' 53095 Main Rd .701 ao„ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38302 Date: 5/6/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 220 Holbrook Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-9-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/5/2015 pursuant to which Building Permit No. 40169 dated 10/13/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on an existing one family dwelling as applied for. The certificate is issued to Adsitt Family Inv Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40169 11/24/2015 PLUMBERS CERTIFICATION DATED Authorized Signature ,,�S�FFoI�,cm TOWN OF SOUTHOLD 0,5 ay BUILDING DEPARTMENT y' - TOWN CLERK'S OFFICE o f SOUTHOLD, NY ‘tttlii 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#: 40169 Date: 10/13/2015 Permission is hereby granted to: Adsitt Family Irry Trust 220 Holbrook Ave PO BOX 1146 Mattituck, NY 11952 To: install roof-mounted solar panels as applied for. At premises located at: 220 Holbrook Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-9-18 Pursuant to application dated 10/5/2015 and approved by the Building Inspector. To expire on 4/13/2017. Fees: SOLAR PANELS $50.00 011PTotal: $50.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of.Certificate of_Occupancy.-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: a 4 L r'ck ry\46,/ House No. Street Hamlet J'L , /Q Owner or Owners of Property: /�S ..Q10\_ Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. LtQf b Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature CONSENT TO INSPECTION Rai 1 ko-S14 ,the undersigned, do(es)hereby state: Owner(s) •\ jy I That the undersigned (is) re)the own: (s of the premises in theTown of Southold, located at , c4 o # Q` V 0 t i7 vst(%LL ‘UCi 1.4,(( which is shown and designated on the Suffolk County?fax Map as District 1.000, Section i0161 , Block 9 ,Lot / �( That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold T,pwn Building Inspector's Office for he following: QxC7k �ncx1/4cn-A-e ectS1>Vj ( Y. V. I (1S That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: 7/MA.d /,-5— af4a/ ,(Si nature) -{� wayti t Ad 51 (Print Name) (Signature) /7 arlh ,J // (Punt Name) 0,•%AOF SO(114' Town Hall Annex ��� ,1/4,° . l® : Telephone(631)765-1802 54375 Main Road i 4ilig ; Fax(631)765-9502 P.O.Box 1179 % `I' Southold,NY 11971-0959 "et �`��/', roger.richert@town.southold.ny.us A� i BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Adsitt Family Irry Trust Address: 220 Holbrook Avenue City: Mattituck St: New York Zip: 11952 Building Permit#: 40169 Section. 106 Block: 9 Lot. 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment. 17.690 kw Roof Mounted Photovoltaic System to Include, 58 - LG 305 NIC Panels, 3-SMA SB 6000 Inverters Notes: Inspector Signature: Date: November 24, 2015 Electrical 81 Compliance Form.xls �o�oF soli-olo. Lk() , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ J CAULKING REMARKS: )1-w ,mac fv1 DATE i/77'4:111( 5 INSPECTOR ' ri - CIEOVE LuIGI CLAUDIO SCIANDRA, P.E. MAY - 9 2U1b -110 Wesleyan Court Smithtown, NY 11787-3011 •(631)543-2953•fax(631)543-1526 Cell.631-747-7495 E-mail.lcs4d o(3aol.com BUILDING DEPT. TOWN OF SOUTHOLD Saturday, February 13, 2016 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 ry Re: Certification Letter- Fifty Eight(58)3051 P.V. Roof Top Solar Panel Array, 17.69 kW Total Output,for Adsitt Residence-220 Holbrook Lane Mattituck, New York 11952 I have reviewed the solar energy system installation in the subject topic on 01/30/2016. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is In compliance with the requirements of the 2010 Residential Code of New York State,ASCE-05 and N. F. P.A. Standard 70"The National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes and standards applicable at the time of submission, conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. Sincerely, l 4 Luis i Claudio Sciandra Professional Ens ineer .. � �.F NEin✓p. ` 0 y'�P`G G aco,v4, R * 0 � ;, Lq �tl 'S‘ a8o935-" e�` .0FEssIoo- • • FIELD IN5'I'EG"S oN REPORT AAT . ,' COiv�11�,�`?T rI ld ' ! . . ._ • ... . 0 FOUR DA oN(1ST) . .0 . i . . . . FOUNDATION(2ND) • . . . . . ' t4 ROUGH FRNC & .. PLU'MBIN'G -�-,�— .. 0 R . ...L.._ . . , , , . .. . , .. , . ... • , . .... .. ....,....„ ,:r., . . :. . " . , . , . . . ,. . .. . .. , , . TN t1ATION PES N.Y. ,r.,.,w.� H STATE ENERGY COHSE r _ , , 7) " . . . -F-- . .. "1 . . , . , .., ! n... FINAL ......„..... y 'I ' •. f • - • • .. '' M 131.- FM'i`u!'r.•-••-�"."'.' ' ' • • 'ArDrrIePi- -�=iv �i. , T5 '001,AL .,, , 1 .i._ „ ,. ,- , ,, , q- K.1 N 6-LIA L.,J2-Q-:cl 62Ak. .. '.r ins- 0 14, r '04 . . . . --1-- * rri 7J i . .•/ .i. . . I ' , 2 . .. . . .. . ..., . . ,_,_ . ; .. . ,. .,.. " .. , ., . r-- ' ' . c . . • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following_before applying) TOWN HALL Board ofllealth SOUTHOLD,NY 11971 - 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 —--- i ` Survey SoutholdTown.NorthFor (13ER1VIIT NO. Check i Septic Form NYS.DE.C. Trustees , Flood Permit Examined OCT 5 ���� Storm-Water Assessment Form /f Contact: _ Approved 20 I 9lnC ia Mail to 1(). 1� t 1g Disapproved a/c '•p',' t ,t)I I I I'1 &3I- Phone 779-*61 s Expiration 20 / Bui .'"p• tor APPLICATION FOR B ILDING 'MIT Date .20 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 Inspectoi issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months afler,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 foi an addition six months Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws.Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections (Signature:'plicant or name,if a corporation) 0Sooil e �1 i ( lailm c dress of applicant) State whether applicant is owner,lessee,agent;architect,engineer,general contractor,electrician,plumber or builder e eCkyi(_1(Rn • Name of owner of premises P tJ S ‘,�{n (As on t1j tax roll or latest deed) J 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 b d(PISCI" M L Other Trade's License No. 1. Location of land on.wb>1ch 1)0 ,- work will by done: �kg� I 1 L� House Number -I-�Vt Y)Street � , /�/ Hamlet County Tax Map No. 1000 Section 1 b1/9 Block -Lot: • ' 1 Subdivision Filed Map No. Lot •.i �' ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and occupancy b. Intended use and occupancy 3 Nature of work(check which applicable).New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost (g)CO Fees, (To be paid on filing this application) 5. If dwelling.number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7 Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9 Size of lot:Front Rear 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 NO Will excess fill be removed from premises?YES NO G f to—7 14.Names of Owner of premises i� 5 1 Address'• '`� U'uU'Ph..L.Q�,� o `q / Name of Architect , Vis. k Addres'�f i ' '' A 1 hdnl (0 \" 4` - Ia`S3 Name of Contractor +e d -.`) Address 0 'WW1 Phone No. to ' 11-1 r-C OOy Ole, -VuL 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES,SOUTHOLD TOWN TRUSTEES'&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16 Provide survey,to scale,with accurate foundation plan and distances to property lines 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) y C_--ARM f\it being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the e ck( (Contractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 16 7:1- day of 20 /5 �yl>�Iiri4i�MAY Signature of Applicant NOTARY PUBLIC-STATE OF NEW-YORK No. 01 MA4676634 Qualified In Suffolk County My Commission Expires March 39 91"o Scott A. Russell � §z''� ��� STORMWATER E]C� SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 t O 53095 Main Road-SOUTHOLD,NEW YORK 11971 2�� `� Town of Southold •‘••••••• n..... CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL IHAI APPLY) Yep leo '' ❑'A. Clearing, grubbing, grading or stripping of land which affects more ❑d than 5,000 square feet df ground surface. B. Excavation or filling in�'olving more than 200 cubic yards of material ❑iwithin any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D 2" . Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I 0 . Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any Watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICA\T IPI opett iInner.Design Piofe conal Agent ContrectOr.Other) S.C.1.Ni. fr: 1000 Date D•tract NIE ii r\ e_ 1 AAd-- ro(, 41 Ig 10-645 i'-',. — _ Section Block = Lol c , ' roR BUILDING DEPARTMENT USE ONLY ` Con=Inrormmwa L-31�. 1Cir 00 �Q Reviewed Bye\ C Date: Oa 5; 15 Propert' Address( Location of Construction Work: l aO. — o`bo L V V` A�� <(1Stol mater Management Control Plan Not Requited. 14\- 1 A L_tl.- YiSa ❑ Stoimemater Management Control Plan is Required (Fo: aid to Engineering Department fol Rei le\\ ) FORM " SMCP-TOS MAY 2014 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 I% lead. 5. Commercial building, industrial building;multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00. Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or 1PIre-existing Building: 1 `'' (check one) Location of Property: o` J o L t 1 Vla—1c t ku(K House No. � Street /� Hamlet Owner or Owners of Property: S 1�1 �e 11� ` Suffolk County Tax Map No 1000, Section /0 la Block 9 Lot / Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ /77a- Applicant Signature ��,t%pF SO!/ly® �1 �® l® Telephone(631)765-1802 Town Hall Annex P 54375 Main Road i alg 3111 % Fax(631)765-9502 P.O.Box 1179G Q % Southold,NY 11971-0959 ``x'®l -NZ' c4UNU,� - 0. ... .l, December 15, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Adsitt, 220 Holbrook Ave, Mattituck TO WHOM IT MAY CONCERN: e Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: (...-cr� A-Note Need a certification letter from an architect or engineer stating the panels were installed to the r A��� roof er NYS Building Code r, --'--- Application for Certificate of Occupancy. (Enclosed) — Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) 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 - 40169 – Solar Panels I P c xg , zF 'xe j ?it,' a L ,C m a ea-E u aGaL. JACKSON'S LANDING. ,, `"= __ :r t %_ ERr O 1 1 SURVEY OF LOT 11 & 20' RIGHT OF WAY MAP OF '—'T�a I JACKSON'S LANDING MU. Brea MUD NARA%ae.1RER • SITUATED AT .:-_,---,,,L .e MATTITUCK II I'da kr; TOWN OF SOUTHOLD i N SUFFOLK COUNTY,NEW YORK haw S C TAX No 1000-106-09-18 SCALE 1•=40• r[B+wAr•lVI AMC urts a.MBA,MOAN.,o R/e NA,.Rev uI LOT AREA z ZO EOO I]•R 11 21.3..........V.......„_. C 160 00 0470 Ge n T� 4. y �3 �i u ^d N ! CFRT/FI£D TO (/] I I 110[.1111 NAEIONAL WU INSURANCE COMPANY Or NEW TORN 1.1':IO A 1 MORTGAGE CORPORATION ARr, ' MILYN R AosiTT 110 s7 (I Lii E ut•,; - J€1 SR= ow 05s � s 138.34.40.W Iso Go' G rr �9 ENT6D /,_mm I 1 5 I wrp Al °{'Yq_.STO RICHT OF RAT 1 E 1 I PARE A.RECHARGE AREA '' rT I JACKSON'S LANDING -� .� �! P. K Earo I 1 I Sm=2-4 + n SCE /L+>'PL.BTu11 Iin el El 13 C K CREEK ,., .. I TT1T __ S ERANc� OF �1A oMp„ni�b R xO�YARD EeoR' NO i II Joseph A. Ingegno "" Land Surveyor ri,;:,:k.� 1eII _,0w (,Ie ' STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured EASTERN ENERGY SYSTEMS INC. 631-807-6515 lc.NYS Unemployment Insurance Employer Registration Number of Insured 7470 SOUND AVENUE MATTITUCK, NY 11952 1d.Federal Employer Identification Number of Insured or Social Security Number 204209085 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity listed in box"la": TOWN OF SOUTHOLD DBL254520 54375 MAIN RD. 3c.Policy effective period: PO BOX 1179 06/07/2014 to 06/06/2016 SOUTHOLD, NY 11971 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 the 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 6/3/2015 By 0ilila Gt (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's 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 the purposes of Section 220,Subd.B of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board (Only if box"4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's CompensationBoard,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's 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 (12-13) Additional Instructions for Form DB-120.1 By signing this form,the insurance carrier identified in Box"3"on this form is certifying that it is insuring the business referenced in Box"la"for disability benefits under the New York State Disability Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box"2".This certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note:Upon the cancellation of the disability benefits 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 NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board,commission or office to pay any disability benefits to any such employee if so employed. (b) The head of state or municipal department, board,commission, or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. • DB-120.1 (12-13) Reverse NYSIF New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone (631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A AAAAA 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE 54375 MAIN RD. MATTITUCK NY 11952 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455 663-3 818522 06/08/2015 TO 06/08/2016 6/3/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1455 663-3 UNTIL 06/08/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/08/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JAMIE J MINNICK PRESIDENT OF EASTERN ENERGY SYSTEMS INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND -e)(''';'-'4(voate" DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https•//www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:750453194 U-26.3 EASTE10 OP ID:SV ACORO" DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 07/17/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTNAME: A.Joseph Stepnoski Neefus-Stype Agency,Inc. PHONE FAX 711 Union Avenue (NC.No.Exit 631-722-3500 (AIC,No): 631-722-3591 P.O.Box 2340 E-MAIL DREss:jstepnoski@nsainsure.com Aquebogue,NY 11931-2340 A.Joseph Stepnoskl INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Excelsior Insurance Company 11045 INSURED Eastern Energy Systems,Inc INSURER B: Keri Peterson 7470 Sound Ave INSURER C: Mattituck,NY 11952 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DDIYYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR CBP7066979 07/14/2015 07/14/2016 DAMAGE TO RENTED 10 000 PREMISES(Ea occurrence) $ , MED EXP(Any one person) $ 5,000 PERSONAL F.ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 POLICY JECOT- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N _STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 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. 54375 Main Rd — PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 0-- I (J ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Technical Data „ - j, SB 5000US SB 6000US SB 7000US SB 8000US Recommended,Maximum PV Power(Module SIC) 6250 W _ 7500 W 8750 W 10000 W DC Maximum Voltage, 600 V 600 V 600 V 600 V & Peak Power Tracking Voltage 250-480 V 250-480 V 250-480 V 300-480 V s DC Maxmium Input Cui-rent 21 A 25 A 30 A 30 A Number of Fi'sed String Inputs 3(inverter),4 x 20 A i 3(inverter),4 x 20 A 3(inverter),4 x 20 A 3(inverter),4 x 20 A ,1 ',1_,_Z (DC disconnect) _ (DC disconnect) (DC disconnect) (DC disconnect) - - PV Start Voltage i, 300 V _ 300 V 300 V 365 V - AC Nominal Power 5000 W 6000 W 7000 W 8000 W AC Maximum Output Power 5000 W � 6000 W 7000 W 8000 W - AC Maximum Output Current(@ 208,240,277 V) 24 A,21 A,18 A 29 A,25 A,22 A 34 A,29 A,25 A N/A,32 A,29 A r AC Nominal Voltage Range 183-229 V@ 208 V 183-229 V@ 208 V 183-229 V@ 208 V N/A @ 208 V '`z- 211 -264V@240V 211 -264V@240V 211 -264V@240V 211 -264V@240V ,_ ;: 244-305 V @ 277 V 244-305 V@ 277 V 244-305 V@ 277 V 244-305 V@ 277 V _ AC Fregiiency,nominal/range 60 Hz/59.3-60 5 Hz ; 60 Hz/59 3-60.5 Hz 60 Hz/59.3-60 5 Hz 60 Hz/59 3-60 5 Hz o Powei Factor _ (Nomipal) 0 99 0.99 0.99 0 99 Peak Inverter Efficiency 96 8% 970% 97.1% 96 5% CEC Wei9g hted.Efficienc y Y 955%@208V 95.5%@208V 955%@206V N/A@208V 955%@240V 95.5%@240V 960%@240V 96.0%@240V 'L 95 5%@277V 96 0%@277V 96 0%@277V 960%@277V 6. 49 Dimension's W tiI-1x D in inches 184 x 241 x 9.5 18 4 x 24.1 x 9.5 184 x 24 1 x 95 18 4 x 24.1 x 9 5 = g. Weight/Shipping Weight 141 lbs/148 lbs 141 lbs/148 lbs 141 lbs/148 lbs 148 lbs/152 lbs i AmbientTamperature Range ,, -13 to 113°F -13 to 113°F -13 to 113°F -13 to 113°F _ Power consumption a_t night 0 1 W 0 1 W 0 1 W 0 1 W Topology7,. '' Low frequency transformer, 'Low frequency transformer, Low frequency transformer, Low frequency transformer, o true sinewave true sinewave true sinewave true sinewave - Cooling Concept-, OptiCoolnM, OptiCoolTM, OptiCoolTM, OptiCoolTM, forced active cooling , forced active cooling forced active cooling - forced active cooling a Mounting Location indoor outdoor(NEMA 3R) •/• •/• •/• •/• fl LCD Display • _ • • • 3 Communication RS485/wireless 0/0 0/0 0/0 0/0 5 Warranty.110 years/15 years/20 years •/O/O •/O/O •/O/O •/O/O a Compliance IEEE-929,IEEE-1547,UL 1741, • • • • 1 UL1998,FCCPart15A&B _ Specifications for nominal conditions •Included 0 Optional - NOTE-US inverters ship with gray lids. Efficiency Curves t Ixe'omud wnbon6n -—__ 98 ,tw_',2 m moan cu o® I•I \ , r.1-._'0- V,err dony°nd arched 1 96 - {��"'!�t pcdmmon<e dam __- ` — - � �i.���,PraPMcaih o. -- � '7' -� —uP,-250 V DC ,, --- Uw-310V DC l _ F- — Uw-480 V DC - .^®-.'moi I'' Int dRP wrwr+- of 901':.._11 IooBr d..m4 ndl '•Y 88. 86 Sli,',,...:4.- S87000U5 I�I�� L ,m,v«+ _ i F6 W.So mni Foxlyn°wdm° i 1000 2000 30004000 5000 6000 7000 (' I Pnc lwl L Z Tel. +1 916 625 0870 Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC I 1 ''u; il . I lyi SUNNYBOY 500l,)b�',_) i 6000US r ' ,iI,i�,P�„jl�,,; ';I liln, ;I1��; N;,,, „ .`; ,..4.', ,li' Vit, �ly' r , r;','y';', ',,I , 1:^I a , '1 'fllst: la„11; IIIb 5,`Yili jl'-,,1 ir li'i, 4"I1 )`'' c, IIrl 1'I !,ilfii111'i{i , �,i 'j, q , , i, .''q-', q••t1ltl ii.`. 1 f,,r,1- I,J 1 A r•-- - tib . i 1-717.77,-q' J '1+1;; lt,.1 •{C'•Illi' 1, .I4, `ti,':i� �i IPp'•,, . �ro), c '; (-,,•-.f ,, I 1 1 t�i�-,,4,,,,‘,Ii i .,�' ',if y' 41,,,,�l L r,,-,- 1- ;4J" ,, I{ 1 ,1'r ,,;,),'•;',',,f,, t S r'' ;IR, f,(1 r'','W'cu,t ,' .T''''-'lig. „ it -f it I ') 't I I "i ,1,1 1.`,rta ll,l, 1 '11/-1; 11,-11,i ! - „ r.,1, f, �,,,'� , `, I' / d 1l' 1 ' li l� Y, r 't,; i•' l(' �i ,'�'/j'.,f( ti� ,, ! I ,� I, i ( I I b li ii' 1 11, - 4f - illi !i' ',u,- _f' ', �,, I I ro } b' I' 4 i `� t~l1„)�, w'.: ' ;j l ; '?fttl ii I' I Ij II 1i (,�j_.,.Ill' li:—''' T,,_-. 'i I r'•, i#'' 1,'.�I,,,,1,' '1�F � �l n n •,4. �} jS`, 1 '•,ae if' 11'.1 i l� 1 II ,.l?lA Ya ,11,1'''• ,k ,. 1i11,, f,1; 'I\III '1:111`;'' ',, , 1' .I II ''- ,' , ; I,'.,'lii0I - 111'1 Ii f Il 4 1; I) ',' ..,,.,',i I,, ,,I•;;, ,.i! lilln, II it , dli1) ;, 1 ;_1 411'''':fr .'iiii ,1 I{{l,l,�, iil1 , ililli lr'► ' 11 r,l,,, ' .,'. ,, ,,l• ,;i.,it' ii (' ,jl,.1',t 17}':4;' ,,' I ,ir, ;}! ,J i )''I'„i; 11 11 *1r'40 }i�,;il r f:, ,I, y; , I. 11 u .i 11 ii 'it I. 11II, ; ,;� ',.t,.s'„' f a li j. _ II L ,,f, ,t,>„,L}f t a'' i, f`'}1 , 1,1 • $,- ,,, ,,,t I ' fid( , i", �.11(�Ij'!' ` •,I r _.,i,. r% _ L _.- r - ,N .i,I: _ ,''l''' {{?4,;'_:,1' •}IiI�'I,;��r+ 1'` ,)ll�l�yti 4�` 'I�.7.7,-,-1 t R71'11, 'i {;. s IL •i `• ,1'I j t'i•1"a'1V4 .1,��11 l [•�i'l '~, �� ';' I!i � S I �' Y 'u 1'-,','k;,, '1',,C): i,I„ I`I' 1311 �' !t,, l1I1„,, ' ' 1 �` d r tf,l I�'` 1►f ro'A 1 M} }1” ''i I' I .1 1 •ii , 1',,4e ._LI I' F,..f i--._....*._, 'i.'''''Y....i7 ti''lai' .e i8,i�i' it I' j7 'il' 55,�'I^�n'�]sP °1r'' l;rI ' SB•8000US AVAILABL`E,IN 2010 '��ull,f''1 , ir 1r, ii �F, I Ali), .li f'�,ati�ll i7''1�ii�.�'1 J �r ,h'rgk,^''I '` '4AIL • , :,- - „1 , ;; . i• y' y,,11;,,1'''iT,ii lir( ' 11 'I,;,,, -f,ti'l,�` L.L_..."_±.: : • �� _- __- I', • ii i''' 'Ill (, ,i�,,l1,f Ir7a�c1.a''J 1�li l! 'v 1,,•I "� �It rSVY_.a..'.icS., • Highest CEC efficiency in its class • Sealed electronics enclosure& l • Ideal for residential or commercial j. t' " • Integrated load-break rated , OpticoolrM i+ applications i .k, lockable DC disconnect switch ' •Comprehensive SMA 1' •Sunny Tower compatible , i';if' • Integrated fused series string communications and data • 10 year standard warranty C ! ' ,'i'`,'r,+ combiner collection options • UL 1741/IEEE-1547 compliant �'LI',;] US '! ,,ta�:, t ',1', ' a' SUNNY BOY 5000US/6000US/7000US / 8000US ,,..'. ',:,,', The best in their class , .;:i 7'. ' 1 Our US series inverters utilize our proven technology and are designed specifically to meet IEEE-1547;Irq eu,irements. Sunny Boy 6000US,Sunny Boy 7000US and Sunny Boy 8000US are also compatible with the Sunny Tower;increased efficiency means better performance and shorter payback periods. All four models are field-configurable;for,positive ground systems making them more versatile than ever.Throughout the world,Sunny Boy is the benchmark'for,RV inverter performance and reliability. •f 'i. MonhoX® DN L.G30.1N1C--3 - Mechanical,Properties Electrical Properties(STC*) Cells 6 x 10 305 W Cell vendor • LG MPP voltage(Vmpp) 32 1 Cell type Monocrystalline MPP current(Impp) 9 52 Cell dimensions 156 x 156 mm/6 x 6 in ' Open circuit voltage(Voc) 40 0 a of busbar '' ` , 'i 3 Short circuit current(Isc) 10 1 Dimensions(L x W x H) 1640 x 1000 x 35 mm Module efficiency(%) 18 6 64 57 x 39 37 x 1 38 In Operating temperature(°C) -40-+90 Static snow load , , 5400 Pa/113 psf Maximum system voltage(V) r 1000(IEC),600(UL) Static wind load 2400 Pa/50 psf Maximum series fuse rating 20 Weight r 168±0 5 kg/36 96±11 lb Power tolerance(%) 0-+3 Connector type , MC4 connector IP 67 *SIC(Standard Test Condition)Irradiance 1000 W/m',module temperature 25°C,AM 1 5 Junction box P 67 with 3 bypass diodes *The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion Length of cables 2 x 1000 mm/2 x 39 37 in Glass High transmission tempered glass Electrical Properties(NOCT*) Frame Anodized aluminum 305 W Maximum power(Pmiip) 223 Certifications and Warranty MPP voltage(Vmpp) 29 4 Certifications IEC 61215,IEC 61730-1/-2,UL 1703, MPP current(Impp) 7 59 ' ISO 9001,IEC 61701,IEC 62716 Open circuit voltage(Voc) 370 Module fire performance,(UL1703) Type 2 Short circuit current(Isc) 8 14 Product warranty ' r 10 years Efficiency reduction <2% (from 1000 W/m2 to 200 W/m2) Output warranty of Pmax Linear warranty* (measurement Tolerance±3%) *NOCT(Nominal Operating Cell Temperature)Irradiance 800 W/m',ambient temperature 20°C,wind speed 1 m/s *1)1st year 98%,2)After 2nd year;0 7%p annual degradation,3)81 2%for 25 years Dimensions(mm/in) Temperature Coefficients 6 9*4 0 0,88,6) 1000/39 37 NOCT 45±2°C Drain holes W.) Wu ar,hn,1,ae) 4ov s(re,,,) 960)3]60 Pmpp -041%/°C ordnhales(4eu) ohil18/071 Voc _-029%/°C . Junction bee Isc 0 04%/°C z-043 U 6round,ng 0,101(uea) /(-) (*)` Illi 6-08.0(2 new) T ie Characteristic Curves Mounting holes a) \ I I 10 If 1000W _ /...„..1000/]937 i9' tahie knoll, u 0- 000W 5 6 6008/ i 9 5 400W 4 2008 \\\\\ 2 944/3]1] i 1, 1 ' 5 10 15 20 25 30 35 40 Voltage(v) ',f 11's 140 rti ...r 1ll111 llll 1 1, 1120 = 1/1110110111111011011411 �,1.:1 tOD . Ir[ 35/1 30 { Voc 10/040 10/040 HW - 55/02200/0 31 Palmw 1 m :11 e j\ t 40 R1 5/0 Ofi „ / — Dem,'X DetailY Detail Z 20 1. -•-- '.- ". .'.-..-' 28/1 10 22/0 87 Lang ode frame Shorn ode frame D -40, -25 0 25 50 75 90 Temperature(1C) 'The distance between the center of the mounting/grounding holes 0L6II'' ► ,North America Solar Business Team Products specifications are subject to change without notice '1L(V Electronics US A Inc LG Life's Good"is a registrated trademark of LG Corp ❑ ,f El Good r, 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 Al)other trademarks are the property of their respective owners M 1 DS-N-60-C-US-F-EN-31002 Innovation for a Better Life MI •1, ' •Contact Ig solar@lge.com O wwwlgsolarusa corn Copyright©2014 LG Electronics All nghts reserved 06/17/2014 ❑ j .f : ti' 1,1it iL .' ,gMi 1 F rN 4f 1,, � � f f{ r 1, iaM: J,, l � � (1! 0 1 }rl l, � � J ,,,f srl b lion ` i It Life's Good 11 14 fl'il , f,, r y t t� hj {fwr,or a;lBet�ter �a if�' Y ,;t 1't t N• r g 7{y IgI j7y4 ,:.V I MM=1111M' IliENNE.'''.."...-17:M".."`MEIMIVVIRE=C-_172 ---' 7 Pf,Cri i 1,;ti-,!.1 44'1"?'44::-4.:144, 1: ,44:! ��J��l_I�Yi�Iiirnli<i�l� 3 '� A Q " r,' l 1:;�i 1 ltI rr�-�x r; IIIMIWINMiliaMBEININIIIIMIIIIIIIMINIU1111111111 4.1;'2 -,/.-0, ffimairarai'�` =. i+®r� 1=>•�M® " IIIIIIIIIMINIsMi ,:i vvvv v '_v ,missomminummumniumannionsumiumfflaummi, 1, , 1, ®NIIIIMIMIIIIIIIIIMMol IIIIIIIM_IIIIIIIIIW. iSININIMINI UMW ®*1—�, II�NI=111 r���� 11111111111 ', Imammorgwasmiumpmemaisrmrimmr ibtar _ .�I�..S�l,,�li1�_s-w w �rc'� aw rdi iMillinillilli = �!� �=Y/ �fl�lt6°iil�/MIMI �l2 93 i 'f 1 I f l • - - —f _1 II ,- - WINE RHtt 1 NeON ,1 M 0 71 0 ® LG305N WI , jr' a, Introducing MonoX®NeON module series,which uses highly efficient n-type materials,an elaborate process 1;n 'APPROVED PRODUC1 50 ce 01 control adopting a semiconductor processing solution pVE ce I us " and a double-sided structure Our R&D concentrates on m" developing a product that is not only efficient,but strives Intertek IQd 56,1573 BS EN 612151 to increase practical value for customers Photovoltaic Modules II II 1yl II 5' N-Type Material Near Zero LID(Light Induced Degradation) ® MonoX®NeON uses n-type cells,boasting The n-type cells used in MonoX®NeON have AI higher mobility of electric charge,resulting in �l almost no boron,which may cause the initial 4'a -t °P- higher generation efficiency --RP efficiency to drop,leading to less LID' Nano Level Control `,\ Double-Sided Cell Structure g Limiiri,-.:,.::. '^ MonoX®NeON uses the Nano-level process1 ET 1 '�,\�• The rear of the cell used in MoiloX®NeON is control predominant in semiconductor d designed to contribute to generation,the light processing process,which ensures less beam reflected from the rear of the module is electric loss from internal defects reabsorbed to generate a great amount of additional power gill :17 Ira' . j r 1 I'J L,ghl We,nhi Cce cn cni Insioi'oiinn EL Test 1elernnce About LG Electronics LG Electronics is a multinational corporation committed to expanding its capacity with solar energy business as its future growth engine Our solar energy source research program was launched in 1985, backed by LG Group's rich experience in semi-conductors,LCD,chemistry and electronic materials industry We successfully released the first MonoX°series to the market in 2010 which exported to 32 countries in 2 years In 2013,MonoX°NeON won"intersolar Award';which proved its leading innovation in the industry --�'n -: --__ - = r -J-).• -.-.'-',.::: IRONRIDGE Roof Mount Sy tem -� XR10 Rail XR100 Rail XR1000 Rail Internal Splices • ."-- -- ' It-IL 1-A `{ t A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices - - , [-'''•' for regions with light snow solar mounting rail. rail for commercial projects. for seamless connections - - - • ' P,:= -°' • 6'spanning capability • 8'spanning capability • 12'spanning capability • Sell-tapping screws - - /,,':,, Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails f } y - . • Clear anodized finish • Clear&black anod finish • Clear anodized finish • Grounding Straps offered r 4, ?:-j - - - FlashFoot Slotted L-Feet Standoffs Tilt Legs _ t i, f _f I L____�._.__-___'7 -_ -i -I`-- ® -' Anchor.' - Anchor,flash.and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment systems to various heights angle,up to 45 degrees • Ships with all hardware • High-Inction serrated face • Works with vent flashing • Apaches directly to rail • IBC&IRC compliant • Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails • Clear&black anod finish • Lengths from 3"to 9" • Fixed and adjustable ,. .5, '.i,i;. Sir t, .z o-r:s.i. '0,1%e ti IronRidge builds the strongest roof mounting system in solar Every component has been tested to the limit and proven in extreme environments End Clamps Grounding Mid Clamps'`; T-Boll Grounding Lugs r-i Accessories Our rigorous approach has led to unique structural features,such as curved rails and re'nforced flashings,and ,. is also why our products are fully certified,code compliant and backed by a 20-year warranty ,..4-, (--!--:',. -1.,' ,;`._ j ;I r;f" Strength Tested r _ 1-,.-{ tt11 ':a:_ i` 1j L` '� C -, ar_ j 9 PE Certified �' y— c _ _-� w_ M /y..__ t ' "'. • ' i'' ; All components evaluated for I"' ") + I P superior � Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and i'-_-- structural performance 1 -I available in most states modules at ends of rails in the middle of the rail rail's top slot organized look for rads • Mill finish&black anod. • Parallel bonding T-holl • Easy top-slot mounting • Snap-in Wire Clips Class A Fite Rating • Sizes from 1 22"to 23" • Reusable up to 10 times • Eliminates pre-drilling • Perfected End Caps ', i •� Design Software • Optional Under Clamps • Mill&black stainless • Swivels in any direction • UV-protected polymer i -„• I Certified to maintain the fire resistance 't::::7--.2.,; Online tool generates a complete bill of •• ' rating of the existing root C.-_—_-_--- materials in minutes 1-•s,sui __ _ II Des,gn Assistant - NABCEP Cot tilted Training i - . Integrated Grounding l,;c,,_=-1 20 Year Warranty - j Go from rough layout to fully I '-, Earn free continuing education credits. I t -,.. 1 UL 2703 system eliminates separate L I'%'1' i Twice the protection offered by I eng'ntered system For tree f- �� while teaming more about our systems. i - module grounding components I _ competitors "it ''+ i :"r +r '.,cwi•r••'' , __ _ - - 1 Y{`: AUTHORIZATION TO MARK Installation Overview -- Install Roof Attachments --) _2.i •Install appropriate roof flashing and/or standoff for roof type. This authorizes the application nl the Codification Mark(s)shwa,bclon In Phe models described In the Product(s) •Attach L-Feet to flashing or standoff Covered soohon often matte in accordance 15th the onditions set forth in the Certification Agreement and Listing -- Poport This authorization also applies to muthpie listen model(s)identified on the correlation page of Mu Listing Report Prepare Rail Connections This document is the property of Intertek resting Services and is not lransfor.i to Thr,certification mark(s)may be applied only al the location •of the Party AuthorizedTo Apply Mad, •Insert splice Into first rail,then secure with Grounding Strap and i self-drilling screw. Applicant IronRidge Inc Manufacturer. lmnRiden•Inc •Slide second rail over splice,then secure with opposite end of Address 1403 Zephyr Avo 1435 Baechtel Road Hayward,CA 9a-.4 t Address Willits CA e5490 Grounding Strap and self-drilling screw Country. USA Country USA - - - ---- Contact. 'Kann Schwarz Contact Jim Norsv,orthy (800) 7 227-9523 - Mount&Ground Rails Phone (510)2%5-0973 Phone. (x00)227.9523 _''I I FAX (707)159-1833 FAX (707)t59-1033 •Attach rails to L-Feet and level rails. I „ Email, ysMwnr_Lalvonndgo corn Email. )nom,.'oru,y@ironndgn con, •Install one Grounding Lug per row of modules Party Authorized To Apply Mark Sarno as Manufacturer 1 Report Issuing Office. LW..Forest CA ,_ J,,,,r•,1,; r��c�o: •Connect Grounding Lug to grounding conductor _ _ - Conlrol Number 4007559 Authorized by for rhomas J Patterson,Cortdaation Manager Ert.ctassineo :,, 1 Install Modules&Clamps ""_21,3 — ETI, •Install first module using End Clamps and Grounding Mid Clamps. _ 1 I us •Install additional modules using Grounding Mid Clamps 4 Intertek •Finish row with a second pair of End Clamps I - i This doormen!supersedes all previous Authorizations to Mark for too noted Report Number _,,n o•. .,..,.....:....:.-.,c..,i..v.,,..*n....., ,.rcr.•.,n ..n,rYvv. ',tans,'r-a,..o.v,- oio.,w_� .�,�oi ��m�«�v�,u.yu .« ..vim. i,,t.},.-,n,.•„<r,,.v..x,.rs,.,.., ------- _.------------ [NrUrC,.'.t'vra.1.1ri 0.,-ricerpu'9a3...AMC•Tt,Aval.e,4MarwltinAWL..0,101,e..orn,rY.<tv.,.•,,.,,.,,,, Testing&Certification i Cra>;.0,eri0rit„30w-c-u.,xnp1L.,Rnrk1^-wr..o,vwY Xn rau.a•, cr-,,atl,.r.,.�..-rJ,a,nsrYnvr.,W n.xr w,,.,w,r..• i`V .,-.,r.a.,,>,.,-r.,,•„-ir->a..,, Y,fir.0.•.�„-;.��x,.,, r°1 Module Frame Compatibility ii4 rA� ':<:;; i,„, ,,cnn.r. -,,,, ,,,,r_,G•i•r.. ,,_, „r ,._ The IronRldge Integrated Grounding _ Intorrr_k Tusking Services NA Inc System has been tested and certified to t FI Y 1 545 East Atgenyum Road Athnglen tirnght.,II 603,35 _ Dimension __ Range _ Tel phone 500-315-3851 or 8.17-430 5687 Fax 312 2a•r-1672 - UL 2703 by Intertek Group plc i -- B . A_ 31.Omm-51.Omm UL Subject 1703 Outline of Investigation for Rack Mounting Systems and Clamping De,icos for Flat-Plate UL 2703 Is a proposed UL standard ” L-__ _ 6 _____ I 5 OSmm(minimum)j Standard(s). Photovoltaic Modulus and Panels,Issue Number 1,October I,2010 for evaluatingsolar module mounting gL 1Any module frames whose parameters are not listed at the Product <N Pads with Intcaraled Grounding and clamping devices It ensures these prowdnd table have not been tested for compatibility Bland Name NIA _ devices will maintain strong electrical and Models' S1-01G000551-61GO-005a,51-50004x01 anti 51-55-001 mechanical connections over an evtencted period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and - environments 72-cell solar modulo frames with box construction and a range of anodization thicknesses - The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction of UL 1703,the solar module testing within the parameters stated above are comp.•"ble with the standard,Including temperature and IronRldge Integrated Grounding System hunudd-v cycling,electrical and mechanical I. - load testing,and mariufacturing quality , - _:=;::1•;-.z:c:'rc�j r' fir';=,-_ -, - _ - ;- - _` , : ,_ -= _ - reviews - - - ATM for Robert 10134 1132LeX-Ou2 Page I of 3 . - AThI Issued,10-t•toe.20t.i - _ ,--_. - - - -- ...-',.%t: `V I ONF�IDGE :` _ _: _ : XR Rail Famil _ _ _=`_ _ �-- \ __` l: _- Y s-s�� V l— Starling 'Madison Lofquist, Inc. ;t:,S�,t f„ Ai, `,'ri ,S"r;tta'r,ly - - - - - :_: _ _� 44; ---5224 South 39th-Street,-Phoenix,Arizona 85040- „ a,,/4.:‘,0;',,;--...• -,.4„b tel:(602)438-2500 fox:(602)438-2505 www.smleng.com Over their lifetime,solar panels experience countless rte' �^r<,�r, ,- extreme weather events Not just the worst storms in years, nz N '"`+`° r'>�$z. 'y ane r ''°`� „<%*.7"Z but the worst storms in 40 years High winds capable of e_ j .r "b.^ �s„ry, ;, , IonRulge ,lune 16,2014 ripping panels from a roof,and snowfalls weighing F'-`;x'= �T> � '`T'`;`"t‘'4."4;'''''..;',...„y, .. 1495 Zephyr Ave page 1 of I I enough to buckle a panel frame. •e.` ;';° s: ra"sa{° '°"+ : d , <`':�_% ^v-._'.:r'- .y{,�<`=3tt.----ItAt• T 1 IfaY+v,IrcLCA 1d5d� XRtheReails lilsareults theThstructuy ral backbpone preventing -;r:"Yfj _,E,x; l�` (, +k., .� 3} against bucklingand safe) and efficiently -,,)` '`3`` Vit''`,-`=;� ---,-,k.---:.1.[•.,.,?.)! [ Ain Mr Davin P l:r eau,1 ice l'tegdenl l'loduclti transfer loads into the building structure -_4....' , ��-- ,, +( [-- l7�_ - i;'-�?�t'"' laws t; Their superior spanning capability - - ,'--=::,-` ' - f"> li- ,.'-__.11---,,:'.1---z.--Ar? --4 Sublcct IronRtdec\R 10 Rail,Roof{=lush IN-Intuiting System-Structural Analysts requires fewer roof attachments, ' i' ',-4: '"j = 'r(:-=`,.?2,1i-,-( .--3'Y reducing the number of tool --f, i .r`•F-jr--,t i t3 1)e.n Sir. penetrations and the amount - r''.-• ` -'- ''-tel - ;l : t -'- jr': '-z-411---- of installation time - •,•'*:::--' �t r , ,r,--- '-'`t---;,-,-.-'-,,,,Y ji, 14e havc anal rid the IronRtdae XR 10 Rail for the.subject solat module support s tem and ,/,',:7. f:'=1'• ;., determined that,Iia the configurations and criteria described below,it is in compliance a ith the fish `� i _ applicable sections of the following Reference Documents . ._ . - _ i , 1 Codes ASCE/SE1 7-10 Mm Design Loads for Buildings&Other Structures VI�r .It International Building Code 2012 Edition �, California Building Code 2013 Edition fi/ctlf,� Other AC428.Acceptance Cita to for Modular Framing Systems Used to Support PV ,F^ elf Modules,dated Clheuve Non-ember I,2012 by ICC-LS wet �, y t Aluminum Design,klanual,2010 Edition • r,'i;� 4 The Ir on Ridge XRI0(Rail is,m e audit nlrnnlntmi cecuon a ith an overall de wth of 175 in and a net t '•,4 Force-StabilizingCurve 7 f 1� � --`)II'tY<l - Sloped rootsgeno•a'o both veNcnlandlmeral area of 0,363 sq in. The rails are used to support solar modules.typically,on the root of a budding •L; force;on mounting rails which can cause Won) See ExhibitA-attached 'fherails,ireclamped toaluminumanglebrackets that arc either intact ted 1-, ' - ; n, - _ ti to band and twirl Tia tuned shape of SR Rods ` .— directly to the root framing or attached to a stand that is screw'cd to the roof framing fhe rails.tic n spec ally d le rostdtomho Irishso rena;h in both mounted across the slope with a snt,ill cicar,mu c flush mounting)to the undo lying roof strut rue .11' neaChonS while dos s'ng the hdsnng This unique ( ) , �ha , d - feature ons,ros greater cocuray during entrains Die installed solar modules arc ai die same slope,is the under lying roof%fracture 574 (/_ j weather and a longer system Limine. 1 All loads tire Minsfened to the tool limning through the angle brackets by simple hi-axial[lactate 01 its.tails 1 he maximum span ot'the cols is governed by either the mid-span flexural stresses or the -\"�"� ;'f 't•• ? ticllecuon Iecputcument'hat the rail not come into contact a Oh the lord' 'I he tiled of seismic loads(lur,tll design c:uegotIts A-I l have been determined to be less than the (affect due to wind loads in all load cnnnntons and combinations I herelbrc,the maN.imunt allnosable spans for common load cases are shown in Tables I,2&3 below for 0-6 degree slopes,Tables 4,5. Corrosion-Resistant Materials i with Flat&Pitched Roofs Compatible i &6 belowfor 7-27 degree slopes.and Tables 7 8&9 below for 28-45 degice slopes. q - t r- --'- XR Rads are ,-"""=i Irnnm die offers S All Xn Rads are made of marine made e. + 1, ?'`_`: �compatible ttrh ,t 1.;-„}, r a range of but leg i aluminum alloy then protected war an ita 1 41" `f)FlashFoot Entl ;'r'-9I t oDUons for slat ar+odrwd finish Anodizing prot Onto surface 1 f .'E_rri_l;f other packed roof t_L 1•1 root mnunhrgt and structural corrosion wide also prvvrdrng 6 1 1 ,_- ,- anamtments L __-._!aaplicascne I ama-aattractiveappuamnco i t- - —St luting\ladt.on Lolipn,t,Inc. Couvulnng Smrucmral and rurensic Ellg.uccrs IronRidge lune 16,2014 IronRidge June IS,2014 I\Ir I);o id f- Taggml Page 5 of 11 Mr I),nad I'Taggart Targe 6 all IronRidge\RIO Rail,Root'Flush Mounting System-Sum:lurd An,ily,L IronRidce XIII(1 Rail,Root'hlu%11 Mounting Syi.tem-Structural Analysis Table 4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 XR10 Wind Ground Snow Loath XR10 Wind Rail Speed Ground Snow Load Rail SpeedRa Exposure mph 0 psf 10 20 I 30 40 50 60 70 80 90 10 20 30 40 50 I 60 70 80 90 Exposure mph 0 psf sf sf s( rsf )sf psi s( s( psi psf psf psf ps( psf psf psf psf psl { }, P f f P P p 100 75 65 _ 55 49 43 39 I 35 33 31 29 100 72 (15 55 49 43 39 35 33 31 29 105 75 65 55 49 43 39 35 33 31 29 105 69 65 55 49 43 39 35 33 31 20 110 75 65 55 49 43 39 35 33 f 31 29 110 66 65 55 49 43 39 35 33 31 29 120 75 _65 55 49 43 39 35 33 31 29 120 60 60 55 49 ' 43 39 35 33 31 29 Category 130 75 65 _55 49 43 39 35 I 33 31 29 CatBtory 130 56 56 55 49 43 39 35 33 31 29 6 140 71 65 55 49 43 39_ 35 33 31__ 29 140 52 52 52 49 43 39 35 33 31 1 29 150 _ 66 65 55 49 43 39 35 33 31 _ 29 150 _49 1 49 19 49 43 39 35 33 31 29 160 62 62 54 48 43 39 35 33 31 29 160 46 46 46 46 43 39 35 33 31 29 170 59 59 53 47 43 39 35 33 31 29 _ 170 43 - 43 43 43 I 43 39 35 33 31 29 100 75 65 55 49 43 39 35 33 31 29 100 61 I 61 ( 55 49 43 39 35 1 33 31 29 105 75 65 55 I 49 43 39 35 33 31 29 105 58 l 58 55 t 49 43 39 _ 35 33 31 29 110 75 65 X55 49 43 39 35 1 33 31 29 110 56 f 56 55 49 43 39 35 33 31 29 120 70 65 55 49 43 39 35 _ 33 31 29 120 51 51 51 49 j 43 39 35 33 31 29 Category 130 65 64 51 48 43 39 35 33 31 20 Category C ___ C 130 _ 48 48 48 •IS 43 39 35 33 31 29 140 60 60 53 48 43 39 I 35 33 31 29 140 44 44 44 44 ( 43 39 35 33_ 31 29 150 56 56 52 47 43 39 I 35 33 31 29 150 41 41 41 41 41 I 39 35 33 31 29 160 53 53 51 16 42 39 35 33 I 31 29 160 39 39 39 39 I 39IIf 39 35 33 31 29 170 50 50 50 45 41 36 35 33 31 29 170 36 36 36 36 I 36 36 35 33 31 29 100 75 I 65 55 I 49 43 39 ' 35 33 31 29 100 56 50 55 49 43 39 35 33 31 29 105 73 I 65 55 40 43 I 39 35 33 31 29 105 54 54. 54 49 I 43 39 35 33 31 I 29 110 70 65 55 49 93 39 35 33 31 29 110 52 52 52 49 43 39 35 33 31 29 120 64 64 54 48 43 39 35 33 31 29 120 47 47 47 47 l 43 39 35 33 31 29 Category __130 6O 60 53 47 43 39 35 33 31 29 CategoryD 130 44 44 44 44 43 39 35 33 31 29 140 55 55 52 46 I 42 39 35 33 31 29 140 41 41 41 41 41 39 35 33 31 29 150 52 52 50 46 42 39 35 33 31 29 150 38 _ 38 38 35 38 38 35 33 31 29 160 _49 __ 19 49 I 45 41 38 I 35 33 r 31 29 160 36 36 36 36 36 36 35 33 31 29 170 46 46 46 I 44 40 37 I 35 - 33 31 29 170 3s i 33 I 33 33 33 I 33 33 33 31 29 \rtes-,.,is.,g_t 1 Sou.-see p age I I 0. _ ;, _ Starling 31.uh.nn t-nlituna,Inc _ - - Consulting Structural and For,nut 1sreiioeera _ - -- _- • , - Starling%laal tsrr•,Laguna,Ins, T' 'Con.ultinh Siruciund uxl 1•nremu Cuginecr'. -'- -- -` _ --_ -7ronRiitgc' .lune 16.2U 1'd - - lroiRtdgc - - Iuac IC) 2014 Mr Das id F Tagg n t Page 7 of I.1 --1-- • -'- - NI' David I• I aegai t ' - Page 1101'11 Iionrcdge:Xi\Io III.frnifl-lush:M.chilititn s.SIate =SliurttWal.9” -- - ---- ',---- --r - IconRldgeXRI0Wail Roof Plitslt\46611linLS)stem-Struuwal Asil)sis Table G-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes-rebid-Red values a ie based on the liilloWing CI nu Ia. XR10 Wind Rail Speed Ground Snow Load I Ilottding moms toot height-30 Il Exposure mph 0 psi 10 20 30 40 50 60 70 80 90 2 Risk Category I psf psf psi poi psf psi psf psf psf 3 Seiko module king dimension=67.E m 100 59 59 55 49 43 39 35 33 31 29 -I 'inside 2 In cleat hchveen tool and rail 105 56 56 55 49 43 39 35 33 31 29 5. End canhlevet spin(ntas);0-10 a nt.i\hlttnu span hunt abuse tables 110 54 54 54 49 43 39 35 33 31 29 6 No tail splices in end spans Cater or 120 49 49 49 49 43 39 I 35 33 31 29 7 No tail splices in middle I!3 al unuioi spans J 130 46 46 46 46 43 39 35 33 31 29 J 35 33 31 29 8 Single simple span(s) !kind In the tables aivitc mate be multiplied be 1.05 tut 6 140 42 42 42 42 42 39 continuous rails ol'3 o more more spans. 150 40 40 40 40 40 39 35 33 31 29 160 37 37 37 37 37 37 l 35 33 31 29 170 35 35 35 35 35 _ 35 { 35 33 31 29 Out analysis assumes that the tails,including the connections and acsacmted haudwa ie.sic installed 100 50 50 50 49 43 39 I 35 33 31 29 in a workmanlike minima in at,cmdsnce with the"IronRidgc Roof Mount Installation Mantle be 105 48 48 48 48 43 39 35 33 31 29 IionRidgc and general!) accepted slandatds cit c.onstiucdldut ptatcucc.Additional infotntntion is 110 45 45 45 45 43 39 35 33 31 29 evadable at Ilia IionRidgc web site LonRidgc.cont Viailiication()I'M,Module capacity to simnel tin I 120 42 42 42 42 42 39 I 35 33 31 29P• II the mads associated with the given at lay shall be 11 icsponsdtllny of the Conhnctot in Ouatet and Category 130 39 39 39 39 39 39 35 33 31 29 C not 1ronRidgc or Starling:Madison Latinist 140 _ 36 36 36 36 36 36 35 33 31 29 150 33 33 33 33 33 33 j 33 33 31 29 160 31 31 31 31 31 31 31 31 31 29 The adequacy of the supporting ioof flaming is to be determined by whets 170 29 29 29 29 29 29 29 29 29 29 100 46 46 46 46 43 39 I 35 33 31 29 105 44 44 44 44 43 39 { 3533 31 29 Please feel flee to contact me at your convenience it you have any questions 110 42 42 42 42 42 39 r-35 33 31 29 120 38 38 38 { 38 38 38 I 35 { 33 31 29 y-y Category 130 35 35 35 35 35 35 { 35 33 31 29 D , Respectfully yotns. - f 140 33 33 33 33 33 33 33 33 31 29 si-F.41--iy 150 31 31 31 31 31 31 31 31 31 29 ;f.�• 160 29 29 2g 29 29 29 29 29 29 29 c 3rtt,v?"?),:,,ry 170 27 27 27 27 27 27 27 27 27 27 g Iles', Ines.PI:. S�� c,fts1 c Dcsl,n Division Manager 1�14 atj�+ a// ante.-.ee Ng,-H t, S \''''4.,°;:s$9,5,:1-0,..'\ YK vP 2Plr14 Starting:Gdt.on Lnfdunr.iiia, Gansutung Striacnmd and forensic Engineers S6uling Madison Lnf,ptist,Inc. Co isglung Structural and Ivneaac Fut meet. -7. -11- LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953 • fax(631)543-1526 E-mail: Ics4d@aol.com _ D AS ED Thursday, October 01, 2015 � APPR VEDATE: ° B.P.# 0 �{� Eastern Energy Sysdo 7470 Sound A enue�ma e�� FEE els • NOTI Y BUILDING DEPARTMENT AT Mattituck, New York 11952 ),csz ° 765-1802 8 AM TO 4 PM FOR THE Tel. 631-779-4004FOLLOWING INSPECTIONS: Attn.: Mr. Mike Lawton 1. FOUNDATION - TWO REQUIRED E iP��ct Manager � FOR POURED CONCRETE P U 2. ROUGH - FRAMING & PLUMBING O, 3. INSULATION S U L ifty Eight(58) 305 W P. V. Roof TepFINAL - CONSTRUCTION MUST USE �Tl�',', • :• Panel Array, 17.69 kW Total OutputCOMPLETE FOR C.O. ®��IT"r1UT cEAdsitt Residence—220 Holbrook La L UONSTRUCTION SHALL MEET THE • !>j C� REQUIREMENTS OF THE CODES OF NEW F ®CCUPP4 Mattituck, New York 11952 YORK STATE. NOT RESPONSIBLE FOR ® DESIGN OR CONSTRUCTION ERRORS. Dear Mr.,Lawtbn: Pursuant to_your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cove-Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels. This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, %/s"plywood decking, 2"x6"Douglas Fir rafters at 16" on center, with 24° roof pitch for Array#1, 18° roof pitch for Array#2, 16° roof pitch for Array#3, 2"x 8" Douglas Fir ceiling joists at 16"on center. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed (GOe�rguYs��'ITH �-�l_.l CODES mph Ground snow load: Solar Arrays 1-3 c.gtp4o gFIK ST!yl E' TOWN C ��Elb /sq. ft. AS REQUIRED �. SQJ fetB'fieWN RD 1 '• - _ - TEES � � n i Total Weight of Array 1: 2046.0 lbs Total Weight of Array 2: 472.44 lbs Total Weight of Array 3: 472.44 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel - arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1) foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2010 Residential Code of New York State, the 2001 Wood Frame construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, Luigi Claudio Scian ra, P. E. of NEW ),O ,.,c.sci yN�� ev 1 ti,ts," 06T3; J35'AESS%O 2 SCOPE OF WORK DESIGN&DRAFTING BY: WORK JAMIE MINNICK NABCEP CERTIFIED TO,INSTALL'A 17.690 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE /f' \ K ' 051112-129 ADSITT RESIDENCE, LOCATED AT 220 HOLBROOK LANE, MATTITUCK, NY 11952. �1 `, / THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED ^ f' REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. y THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. \ \,,,, DESCRIPTION DATE REV SYSTEMRATING ORIGINAL 09-24-2015 17.690 kW DC STC � r \'';'1.''''‘.-\:‘ 12.934 kW DC PTC , OF NEW yO '? '',- —1 /fir;`' ` \ kvo EQUIPMENT SUMMARY ��G\ ', �� - %\, `' , • ;.`r ,u� \, .� r��� ` . 58 LG305N1C-B3 PV MODULES * ' i 111:; ->0,4,,' _hf , 1.`mss Z > '} -' / l CONTRACTOR 3 SMA S66000TLUS 22 INVERTERS :,La \ t `1 - t \ i i .N - 1 I IRONRIDGE XRS1000 MOUNTING SYSTcI, O !u IL �(/ 1r ` `- ��^,� , _ SHEET INDEX 5 — A_\ b ` J �\ Y ✓ I \ { �� OFESSION \ .„' \ .-- w , \` PV-1 COVER T '.� '\ \ \, \! „ , <„, y� C PV-2 SITE PLAN s1_�� ) /1 \,` \ \ \\ '°`rte " `1A '+`'1� 1\\J I j,l ft`l% �� TSO O SOUNDAR ERSE AVE PV 3 ROOF PV LAYOUT PV-4 STRUCTURAL/ DETAILS & SECTIONS :;; ;%' \_l_ � -� ;a°° 1 J ��, ;; „,., ..---1..,.:; \ MATTITUCK, NY 11952 GOVERNING CODES \� -LICENSE # 43889 H s, PROJECT NAME 2011 NATIONAL ELECTRICAL CODE i' \ 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE UNDERWRITERS LABORATORIES (UL) STANDARDS „aha ' ' OSHA 29 CFR 1910.269 P GENERAL NOTES PROJECT LOCATION c' � � 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS > 1/4 AT THE SITE PRIOR TO STARTING TO WORK AND SHALL x FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS �� - ; : �e` � *' AND MAKE WORK AGREE THE SAME. �y ' F° • l C ,a fir',r' 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED ' -' 9 r = ” APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, } i •• ' " , •. H 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. +',f.r ,;. x INSPECTION APPROVALS, ETC., FOR WORK PERFORMED .w' a 4 ,- H. O CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, ,Iw, y. H FROM AGENCIES HAVING JURISDICTION THEREOF IF ,/" = - COMPLETED OPERATION, ETC. ADEQUATE FOR THE T t"' ,'"" - * REQUIRED. '" r £. (� 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF $ ` �f 'ylt., AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE SAME PRIOR TO COMMENCING WITH WORK. `' --: " - N"" ' _ '- - H 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR {` *r ,rM CM JURISDICTION. - MAINTAINING SAFETY ON THE JOB SITE DURING THE ' - CM 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION 1) 4 CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ''•. I,f _ ' * , EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON 4 AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE 1 r'` t 4"" 1/� ,- ,, NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER r.�`" ' " PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL SHEET NAME BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROMr ' ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE " �'' "' �f " �?r w FABRICATED AND INSTALLED AS PER LATEST A.LS.0 PERMANENT CONSTRUCTION. rk" 1r em- ;) ^„r , . g ,a - :' '' rte' . 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE r ,. x COVER', SPECIFICATIONS. DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY in a V t., "'r - x'rb `, •' ,1# 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE - 4. £" ` t • N.E.C. & NYS CODES & REGULATIONS EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND ---4 ,r • ¢ ' - -' nn f4 to EXISTING CONDITIONS. EACH CONTRACTORS L d UNDERWRITERS APPROVED AND IN ACCORDANCE WITH a , 4 COMMENCING WITH WORK. e '' �_ DRAWING SCALE 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE t. h m ,� 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS ,. t _ . WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL '_° r Y^t4t .� ► *ia'. :It' ' 1 ` ^i ' N.T.S. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS `�� . ` ," %. 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE . , s� 0 If ,,'a ` ,t ; AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WARRANT. , ,p'., e, ky H 4" ,,r ,r WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS 14. AT THE COMPLETION OF WORK, THE SITE TO BE - ° - EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE SHEET NUMBER FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT AERIAL VIEW COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. DESIGN&DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED '‘c " of NEWyo 0 5111 2-12 9 'cP co 0\G.SCI. ��r v _�/ �� _ REVISIONS ''��, DESCRIPTION DATE REV / 1,j74,/,, ?r�,(�l' : ORIGINAL 09-24-2015 ilk `' ..-4-7. -,-:-.-* 11 I J. NOTE: F` 060936-1 -' O pV MODULES TYP. R0 ,a_ it" DIMENSIONS ARE FROM PEDGE OF PV MODULES FESSION TO EDGE OF ROOF SHINGLES TYP. CONTRACTOR 4,11„ ° // 1 1 I I 1 11 i i I I I 1 I 1 1 1 2., 0 `I' I ■ ■■ ■ t 1 n 0 0. o - - U___ i - — - i 1 SOLAR UNIVERSE ■____ mom�■ 1 ARRAY #2 11 11 1 I I ! I I 7470 SOUND AVE ommommummo 1 - - - / - O OI OI I OI 3 ■____ �I r j 9 MODULES I , , 9'-104" MATTITUCK, NY 11952 - - CZO=Ir■ C MIDI 1 - - - - -- - - 18° PITCH o 0- t cY ■���■ mon 1 / 257°AZIMUTH I 1 II I LICENSE # 43889 H III ./ I LEGEND - �■■��■ • n-.I I ;�/ O O 11 O PROJECT NAME - - ■�fii■I�Ij ■ ~� - - %m/ 0 I I ■���■ MEIN : r l EXISTING UTILITY METER / lO MAIN SERVICE PANEL - - - MIS- ®■- - - -■MO- - - - - - - -- -�m/ 1 I 1 I I 11-I I i T ■■� ��■ ■�� / ARRAY #1 Co,NEW PV SUB-PANELS ■� ■�■ ■ _ rn `� _ _ _ - _/n i 40 MODULES I I I I I 1'.-1.4." fV A/C DISCONNECT i:; ■ / / � / Ln -� ■• ep- � —Q-T- • - 217"i j 169°AZIMUTH /// ��Y�/ ///LJ //�/// ///%///12PVMODULE - E I I i G7/ 1 1 1 I I 11 1 11 ==■-.- - -mums--1 - -- - - -- -1 -- - -- -- - - I -0 1 O Z CD RACKING RAIL ■-��■ - ■ I O ATTACHMENT POINT ■-_■- _ __:�_._ - _ - __ _I __ _ __ = 0 0 0 0 ‘11 11 I 111 I I 1 W ---RAFTERS 32'-41„ • s ■*- �_ 1 4 -0_-WNW'-- 4�- n-_� 4 =n_ �I- 1 1 11 ! cc co ( � -41--ROOF PITCH ANGLE 2 ■J_ I ■� I 1 -/ O O ® O .� V ■���� L� I 1 I ' I I i I 9'-104 1- - D Q SUNRUN METER 0 O (1"1 O 1/ - - I i I I - ARRAY #3 I 1 I ti I I- O H I NMI -- -- 9 MODULES r 1 11 0 01 01 IO, _ �- O PLUMBING VENT I I ,' 16° PITCH ®SKYLIGHT [7_,-_0,7_-_,C9-1 4- -0,9 9__ 10_I .I---11180_ —0_- I --o--moo --.,- -\- - 74°AZIMUTH I I 0 10 I I 1 O p Q O ®CHIMNEY 2 1. I I 1 1 I I I I I 1 I N - - -- - � - -- / . N OMOPDOOITNEDONNGLES ' I I I I I I I I I I I I I I I I , y - - 1POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY _ _ - _ / 16' 24" /X-3„ -O- -0- -Q- 0119_-=0-=__.9 --0- - - SHEET NAME O — - — ROOF DETAIL 11- - -_ — - CONSTRUCTION SUMMARY . --0- 0 Lo0- -O-O-i-O -o--- - - v 3 � . 1 .. o (58) LG305N1C-B3 PV MODULES, 17.690 kW DC STC DRAWING SCALE 9 ° (132) ATTACHMENT POINTS @ 64" OC MAX. / 13'-2-1" / 16'-62" / (648) Lf IRONRIDGE XRS1000 MOUNTING SYSTEM N.T"S. � CONSTRUCTION NOTES ROOF TYPE = ASPHALT SHINGLE 1�l a a� ROOF/ARRAY #1- PITCH: 24°, AZIMUTH: 169° 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 4347 9z ROOF/ARRAY #2- PITCH: 18°, AZIMUTH: 257° j PMANUFACTURER'S INSTALLATION INSTRUCTIONS. ° ^ ROOF/ARRAY #3- PITCH: 16°, AZIMUTH: 74° SHEET NUMBER 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. ROOF STRUCTURE = 2X6 DOUGLAS FIR RAFTERS @16 OC 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. z" PLYWOOD DECKING PV-3 DESIGN&DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED 051112-129 OF NEW REVISIONS DESCRIPTION DATE REV ! Y ��A�4 .S.C ^ O ORIGINAL 09-24-2015 c l 11 w11 31'-11" / 23'-1-1,, / qt-ao ��` 060935-N .0 \ r ,. OAR P�� 2'-5" i CONTRACTOR OFEssloN `-5„ 1,164" III 9'-11" '-8" 2'-4Z" 7r r-11" 12'-42„ 12'-4" SOLAR UNIVERSE �,/ 7470 SOUND AVE 1, ,. 1'-44"22 '-22" - f MATTITUCK, NY 11952 LICENSE # 43889 H 27'-8" 1\1 PROJECT NAME 436'-g2„ 16 '-5 „ 11 W z W , „ 11- „ 14'-1" U Q 01 z -j '— LEGEND 1'-2" ,// W :Ci MAIIN SERVICIEPANED. 6'-3 1,1 „ a O,°-14 NEW PV SUB-PANELS 4 O L.� A/C DISCONNECT 1 W COMBINER ` , ` cc m a INVERTERS `� IJP e GND ELECTRODE Ml PV MODULE H 0 H RACKING RAIL O 9,-02., GT) F- J GT) O ATTACHMENT POINT O O -- -411- 0 ---RAFTERS 0 ROOF PITCH ANGLE e N 2 Ei SUNRUN METER ►1vEM r 15'-5” 16'-6" / 23'-12„ / OPLUMBING VENT SHEET NAME ®SKY LIGHT ®CHIMNEY COOMMPOSITEERONGLEs DRIVEWAY SITE PLAN POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY Nti Ov O o DRAWING SCALE O CO ( MTS. � CONSTRUCTION NOTES o 11"-- o 17 Z 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE O v MANUFACTURER'S INSTALLATION INSTRUCTIONS. o SHEET NUMBER 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. \ „ PV-2 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. fri DESIGN&DRAFTING BY: LOAD CALCULATIONS ARRAY #1 ARRAY #2 ARRAY #3 JAMIE MINNICK Module Weight 36.96 Lbs_ 36.96 Lbs 36.96 Lbs 'c� OF NEIN y�, NABCEP CERTIFIED # of Moflules 40 9 9 �4.' \C.SC/.;NM, 051112-129 Total Module Weight 1478.4 Lbs 332.64 Lbs 332.64 Lbs 0G r Total Length of Rail 444 Ft 102 Ft 102 Ft '" �I REVISIONS 1� '- DESCRIPTION DATE REV Rail Weight per Foot 0.9 Lbs 0.9 Lbs 0.9 Lbs ;{.,, .,, s*;nom w�,n, Total Rail Weight 399.6 Lbs 91.8 Lbs 91.8 Lbs * 11)- 1( t-4.1 -1 ORIGINAL 09-24-2015 # of Standoffs 84 24 24 1, i ` (E) ASSY #1,2,3 2x6 RAFTERS Weight per standoff 2 Lbs 2 Lbs 2 Lbs U�` .'..-w �� DOUG FIR @ 16" O.C. \\` Total Standoff Weight 168 Lbs 48 Lbs 48 Lbs `_ - � Total Array Weight 2046 Lbs 472.44 Lbs 472.44 Lbs ' 0609351 O Point Load 25 Lbs 25 Lbs 25 Lbs A - - AB .• v� '� Total Array Area 720 Sq Ft 162 Sq Ft 162 Sq Ft ROFESSION Array Dead Load 2.6Lbs/Sq Ft 2.6Lbs/Sq Ft 2.6Lbs/Sq Ft As per ASCE 7 - Method 1: 0 (fig 6-2) # I (table .- 1 ,, P net =0 Kzt I Pnet30 (eq 6-2) Kzt (sec 6.5.7) 1 Pnet30 (table 6-3) # CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener — ASSY #1-24°, #2-18°, & 3-16° CONTRACTOR GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CRITERIA Pg mph ASCE7, psf lb. rails, in. A # 20 120 # 468 5/16" x 6" Stainless Steel \L B # TYP. TYP. # TYP. Lag Bolts r-M---- Roof Section # 72" # = SOLAR UNIVERSE # 7470 SOUND AVE (E) ASSY 2x8 JOIST DOUG FIR @ 16" O.C. MATTITUCK, NY 11952 ��yy LICENSE # 43889 H TABLE RR301.L(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA N_ (E) EXTERIOR WALL PROJECT NAME _WIN_D_ _ - SUBJECT TO DAMAGE FROM _ ___ _ W f\ll GROUND' SPEEDd FROST J W ZZ Ln 01 SNOW 3 SEC SEISMIC LINE ICE SHIELD _ Z LOAD GUST DESIGN DEPTHb TERMITE` UNDERLAYMENT FLOOD ROOF FRAMING DETAIL W (PSF) (MPH) CATEGORY WEATHERINGa (FT-IN) REQUIREDg HAZARDf1 �- 20 110 C __ SEVERE__ 3'-0" MODERATE YES NO SCALE: 1/2" = 1' O" ® Z TO HEAVY Cr) O For SI:1 pound per square foot=0.0479 kN/m2,1 mile per hour=1.609 km/h W c a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural CO D requirements of this code.The weathering column shall be filled in with the weathering index (i.e.,"negligible," I— O I- "moderate"or"severe")for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 216 or C 652. (- MODULE MOUNTING CLIP a ® F- b. The frost line depth may require deeper footings than indicated in Figure R403 1(1).The jurisdiction shall fill in the SOLAR MODULE /� GC frost line depth column with the minimum depth of footing below finish grade. STAINLESS STEEL 3/ N 2 BOLT AND NUr c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has E �� been history of local subterranean termite damage. .. ALUMINUM RAIL d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure , ALUMINUM"L'BRA ii" SHEET NAME R301.2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section `�'�� R301 2.1.4. �— ALUMINUM FLASHING STRUCTURAL e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section J/ X 6 RAFTER R301.2.2.1. ASPHALT SHINGLE ROOF 5/16"x 6"STAINLESS STEEL LAG BOLT WITH f. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood 2 1/2"MIN THREAD DRAWING SCALE Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the PENETRATION SEALED WITH GEOCEL 4500 date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be - amended. AS NOTED g. In accordance with Sections R905 2.7.1,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8 3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." SHEET NUMBER i. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for MOUNTING DETAIL PV-4 sites at elevations up to 1000 feet.Sites at elevations above 1000 feet shall have their ground snow load increased 2 from the mapped value by 2 psf for every 100 feet above 1000 feet. SCALE: 1 1/2" = 1'-0"