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HomeMy WebLinkAbout40089-Z ,,,o,4gtlFFQl,fcoG-;1 Town of Southold 3/23/2016 y P.O.Box 1179 kr. v' 53095 Main Rd y��l �� Southold,New York 11971 v,a CERTIFICATE OF OCCUPANCY No: 38165 Date: 3/23/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2375 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 127.-8-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/8/2015 pursuant to which Building Permit No. 40089 dated 9/15/2015 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 Mcveigh,Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40089 10/21/2015 PLUMBERS CERTIFICATION DATED WI_e-----1100151.11 Authorized Signature reini-t4)V- cf., TOWN OF SOUTHOLD 6 44 4o�y; BUILDING DEPARTMENT 1 TOWN CLERK'S OFFICE ?o 4', SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40089 Date: 9/15/2015 Permission is hereby granted to: Mcveigh, Anne 475 Morris Ave Rockville Centre, NY 11570 To: install roof-mounted solar panels as applied for. At premises located at: 2375 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 127.-8-15 Pursuant to application dated 9/8/2015 and approved by the Building Inspector. To expire on 3/16/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 irl: $200.00 Buildi g 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. 9,—(5_1S New Construction: a Old or Pre-existing Building: ✓ (check one) - Location of Property: a31b c,Dn 6 �' 1 (/d / ujt ( n`f House No. StreetHamlet • Owner or Owners of Property: \(C4L • Suffolk County Tax Map No 1000, Section 1c)-1 Block Lot 1 5 Subdivision Filed Map. f�- `n Lot: Permit No. �� —CLO �1 Date of Permit. Applicant: C t'Ct L � ( S &4e/YJ Health Dept.Approval: Underwriter's Approval: . • Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ S0 .6° Applicant Signature ,i,,� .00/0"•.......... ��,�®�*pF S0(/ly®� Town Hall Annex / ® : Telephone(631)765-1802 54375 Main Road ; 411t Fax(631)765-9502 P.O.Box 1179 k G Q �� Southold,NY 11971-0959 �-"®t00UNU ..\- ` roger.richertAtown.southold.ny.us • - ,*,,•�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McVeigh Address: 2375 Great Peconic Bay Blvd. City: Laurel St: New York Zip: 11948 Building Permit* 40089 Section: 127 Block: 8 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Electric 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: 10.090 Roof Mounted Photovoltaic System To Include, 36 - LG 280 SIC Panels, 1-SMA-SB 4000 and 1-SB 6000 Inverters Notes: Inspector Signature: 7-7.„____Y;L:1": Date: October 21, 2015 Electrical 81 Compliance Form.xls LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 Cell.631-747-7495 E-mail:Ics4d(a�aoLcom Sunday, March 13, 2016 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-Thirty Six(36)280 W P.V. Roof Top Solar Panel Array, 10.09 kW Total Output,for McVeigh Residence—2375 Peconic Bay Boulevard Laurel, New York 11948 I have reviewed the solar energy system installation in the subject topic on 03/07/2016. 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, Luigi Claudio Sciandra, Professional Engineer - '/ - / of NEWYO ;\G�G scrgNI"yr v Ntor ECEINE r; 2�00 X609351 MAR 2 2 2016 ---� '°RoFEsslot • BUILDING DEPT. TOWN OF SOUTHOLD FIELD IlNSPECC}N REPORT Dr�'I.' COTS FOUNDATION(1ST) -_- , , . . , air • • • • FOMATIQN(2ND) -- . . . h ' ••r`w.�...r f . • ' • 04 • • • • • • ROUGH FRAMING TG& •• 71 • PLUMBING _..,._.. • • • • • • • INSULATION PER N.Y. -� ' • - . I H STATE ENERGY CODE • • t - . . 1 , a_ . FINAL • 1 y w . w a • , . '• r{ , . / ' ',, ' , , .. , 1 • • ti . . • .� '. .� Wilit • `ry 0 VV ` 0 4-!- n ci r20a. . P . to t5 � fa C, , I. A. i-.: .%1 • �' . ` 1, .l J 1 ' ' • t.. ., i.1 ,. ,. . . � 1 . .2 . •• �- - ti 4 • 11 • r, r. - .. TOW"' OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST • BUILDING 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) 765-9502c -� Survey SoutholdTown.NorthFork.net PERMIT NO. 0 0 1 Check Septic Form N.Y.S.D.E.C. Trustees E C.O.Application J _ Flood Permit Examined ,20 Single&Separate SEP - S 201 Contact:Storm-Water Assessment Form Approved ,20 I BLDG DEPT Mii-to: 10-('p TOWN Or i4 ' OLD Disapproved a/c Phone: CO3 Expiration ' ,20 f uilding In•,ector APPLICATION FOR BUILDING PERMIT 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 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. -61; e. n het/ ( s\(s4 PAS (Signature of applicant or name,if a corporation) 14'7 DU r( Ave , M d< f\y (Mailing address of applicant) j I(15� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder •e1COY \ ►c�11 Name of owner of premises 1--'a(\ g•C. V Q.1 h _ '( on the tax roll or latest deed) ) If,pplicant is a corporation signature of duly authorized officer (Name and title of co orate officer) Builders License No. /-1-68&q —H' Plumbers License No. Electricians License No. 4001(00— 14 L_ Other Trade's License No. 1. Location of landNn which pro sed w r wilt].be done: 'a3ig eco- b )d 1 LLC- I House Number Street Hamlet County Tax Map No. 1000 Section al Block O Lot ) 5 Smbdivision Filed Map No. Lot 2. State existing use and occupancy of premiss^ a^nd. tend d us and occupancy of proposed construction: a. Existing use and occupancy It-�C1 I b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work .2 D\ft/ P1 ( (Description) 4. Estimated CostFee - - - -- ----- (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 y- 0,-1\ AC_V c� �3 c»( So ue,�,t�!e[ n 14.Names of Owner of remise_ " g�ddress Ph+ + 3 ti -700 Name of Architect -U,1 I S( r Gt nd,vct Address 5 WO e\ileo l.4—S NI, 1.10 (f31-5V5--o-q55 Name of Contractor AS (nS dress 1 ■O S W Phone No.(p 1 -1-1`t L/-00 Ci I LK 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 Si I:co l k) JQ,1\ 1'k 11r)1( being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the b lec-f }C i( 1-l- VC► 1 QL r (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 PATRICIA A MAY P`717% day of 20/5 NOTARY PUBLIC-STATE OF NEW YORK Pallo. 01 MA4676634 .;J Qualified in Suffolk Counf / Notary Public My Commission Expires March 30. 2 _nature of Applicant i#,��FS�jld Town 4(� Telephone(631)765-1802 54375 Hall Annex a • / rogerrichertOnS1)tlOla.nv .usP.O.Box 1179 Southold,NY 11971-0959 e BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: Date: 9,/5_is Company Name: l:a.t.,.rEfle,yrS7slems Name: 2 7470 Sound Ave SVS MatUtudc,NY 11952 (( License No.: (04) "A Address: S . ' Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 77 (931b PeC5n iC IGS P\vd- 1 L- ae [ i1' *Address: (23 1'�Ul.►�K. •R u��1 h / *Cross Street: *Phone No.: [p`5) g f - -10-1D Permit No.: Tax,Map District: 1000 -Section: - -��1 Block: � Lot i� *BRIEF DESCRIPTION OF WORK(Please Print Clearly) S & onDth' t d SD1Q,/ p&r'ds (Please Circle All That Apply) *Is job ready for inspection: YES/ NO ' Rough In Final *00.you need a Temp Certificate: YES/ NO • Temp Information(If needed) • *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: - PAYMENT DUE WITH APPLICATION • ()6G6/(11 .82=Request for Inspection Form )CliC5/2)-b 1,(0 eC- -M100 • , Scott A. Russell .4,z,* 0, MANAGEMENT SUPERVISOR ` 0 SOUTHOLD TOWN HALL-P.0.Box 1179 . 0 IS 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 STOR1VIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) • DOES malts PROJECT INVOLVE ANY Y OFF THE FOLLOWING: (CIIga ALL THAT APPLY) Ycs No/ ❑0 A. Clearing, grubbing, grading or stripping of land which affects more • than 5,000 square feet of ground surface. : ❑E7B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 0LTJC..__Sit_e_pLeparatio oa sloges_whic xceed10_ .ee_t_v_ertical rise to _,.. 014100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal • erosion hazard area. El ' . Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑lai 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 23a 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 wit IrFur Building Permit Application. APPLICANT: (Property Owner.Dettign Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. • b,a ct NAME; Gage-( i .Pne%�,kAS 1 c ] Te' l ' 9_7_15 w�mu M1 Section Block Lot HA ie._ i' esG 1 Uii 1it11t_1)1)�t; Ul�i',1lt 1;1IL1V'I INF. ONLYConmcr Information: ������� � ��� p Reviewed By: r . c:p_ , p r Date: I-?'IJ Property Addres• / Location of Construction Work• a.3-�-Vl• t re ;(, ba_`( 6 Approved for processing Building Permit. ... ..... Stormwater Management Control— Not Required. Y Stet rowdier Management Cvnt r ,f Plan lb Required. (Forward to Engineering Department for Rcvicw.) FORM " SMCP-TOS MAY 2011 CONSENT TO INSPECTION 6'L 1\(- C Jt t r 1 , the undersigned, do(es) hereby state: Owner(s) me(s) That the undersi ned(is) (are)the own (s) of the a ses in the Town of Southold, located at a51s .0 D L- Gl- 0i� which is shown and designated on the Suffolk County Tax Map as District 1000, Section I a-) , Block 8' , Lot l S That the undersigned(has)(have)filed, or cause to be filed, an application in,the Southold Town Building Inspe tor's Office for the following: V� CO-VW) S DU. PV s o f vn 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. j Dated: t. )1 1 cvt (Print Name (Signature) (Print Name) ��,�%pF SO!/jy- Town Hall Annex �� ~® l0 \ Telephone(631)765-1802 54375 Main Road ; 4 4 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-095917i0 olycouNT1,* '�� October 29, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar Universe 7470 Sound Ave Mattituck NY 11952 RE: McVeigh,2375 Peconic Bay Blvd, Laurel TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Need certification from an architect or engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 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 - 40089 - Solar Panels _ \,..„,- -•-'' - ,,,__) ,i4y --/A OWNER STREET`S % 15 . VILLAGE DISTRICT SUB. LOT 0 .,•1 Y19' . �r`1 G_'Y l'C. . c')// ,1)9-,k-: ('`'l e c- ; c' •`;): y•, i f< / 2 a "v E , /7 �e - LORMER O .. < N - E ACREAGE 1'1c.�s�M Vt.� h 4-11-- -;. -:n1e,- 1T)I ri.P;, . ` -tee, ;,`fJrPy L .' d, 400 Sn 1 / W -y j TYPE OF BUILDING i A' f'tt 'D • I'. ISAv:SC- LL 1%16_6 .1 r�•, /•(,,,,7-c-e'+✓4< I.,"f11-e6 .. Dii). cII &' r- 2ES. ,2,,/61._ SEAS. VL. FARM.'' COMM. IND, CB. MISC. Est. Mkt. Value LAND IMP. 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S1 GONG.PATIO••( ,A 01, TO RIOdAIN g' \ OO ;PROPOSED ,1.1L-®oA O .�1' ,,.5.01 2nd STORY'ADDITION - i' ti,_ G ` A LINfcc OF I STORY 0' 1' ' 3 ''T 'i FRAME HOUSE 1,1'.1.01' 1, 6 d ,, S~ �- WOOD DECK' �' w: �, • ?� TO REt+IAIN ; '"1 < \ A : . t >.a i ,5 • `� Ir ,gip^ ; n3, ,I A. 9 TS ,\ 6\19 ,56, I 1114": °- 1' !�p mop 1, 7.51, . \ .,vs .- " PMA 6 4°/ \T 6) \ 'p';\«it, 6R ''1:20 v> ,8- o.- ,,,....0 •,, • ��.9 -97' I BTORY HOUSE- c ~ ` \-\ '`� _ x'`6:1_ {2\ \/ '/ 6ARASE ;' 1 \ TOIREMAIN' l--t. ,•'.Or.:- ��' - 5114 /` - \ �.' '- '6.I. TO0FI'Y`1 / \ 1 5'19 �p(',o�` V. y r' \ 1 .) 5.99 \ 105' S "'5.9T . le)12.1/4-( . ' . �- c, : GAN\ - , - , fee. .• , , . .. , . . ENT FOUND A.STAKE SET A A.STAKE FOUND l>2 0 NUMBERED WETLAND FLAG 20--- D PHOTO VIEW I DIRECTION ...„.„.....INEASTE10 },hi'):;OP ID:SV 4WRO" DATE(MM/lJD/YYYY) 4......---- 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. ,', r f'1 +i), I 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). i'l; PRODUCER NAMEACT A.Joseph Stepnoski �!;'''�I' Neefus-Stype Agency,Inc. PHONE 631-722-3500 FAX 711 Union Avenue (NC.No.Ext) (NC,No): 631-722 3591 P.O.Box 2340 E-MAIL ste noski nsainsure.com ,ter t,;. Aquebogue,NY 11931-2340 ADDRESS: P @ i ) A.Joseph Stepnoskl _ INSURER(S)AFFORDING COVERAGE Li•i f,:,NAIC# INSURER A:Excelsior Insurance Company 11645 - INSURED Eastern Energy Systems,Inc INSURER B: •+';Ii) Keri Peterson , �;; 7470 Sound Ave INSURERC: •1,:�ti Mattituck,NY 11952 INSURER D: r,I,(Iii INSURER E. IJ'O INSURER F: ``,ify,`, COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: "s 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 LTERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS ,'„ 'NSR- - ADDL SUBR POLICY EFF POLICY EXP ' +',+ LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MMIDD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ ',:11',000,000 CLAIMS-MADE X OCCUR CBP706697907/14/2015 07/14/2016 DAMAGE TO RENTED '/"('• 1 O 000 PREMISES(Ea occurrence) $ t' MED EXP(Any one person) _ $ '!,✓i, 5,000 PERSONAL&ADV INJURY $ , ,4,000,000 GEN'LAGGREGATE LIMIT APPLIES PERGENERALAGGREGATE $ ;'=2,000,000 POLICY PR LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ ,, 'f , AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ,''At ANY AUTO BODILY INJURY(Per person) $ '''.i; ALL OWNED SCHEDULED AUTOS _ AUTOS BODILY INJURY(Per accident) $ , !i HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ �1� AUTOS (Per accident) $ ;' UMBRELLA LIAR _ CLAIMS-MADE AGGREGATE $ 'R,OCCUR EACH OCCURRENCE $ ,' ;' EXCESS LIAB 1'1`3�` _ DED RETENTION$ $ ',,'''( WORKERS COMPENSATION PER 0TH- G� AND EMPLOYERS'LIABILITYYIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ e'y'A j' OFFICER/MEMBER EXCLUDED? n N/A (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ ,;f',,,,._ If yes,descnbe under ,ly,; DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ e DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) ,,'(i`''i i ' 1 ',�; C, , ( CERTIFICATE HOLDER CANCELLATION ' ;% +y' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE / THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS Town of Southold ;. ,3' lt,- 54375 Main Rd ;i PO Box 1179 AUTHORIZED REPRESENTATIVE ,; 04!' Southold,NY 11971 0- er4 _ ;!i? 1 • ©1988-2014 ACORD CORPORATION. All rights reserved./ ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ` ,d„ , ' 1 1VYSI m!New York State Insurance Fund ' 1 I► 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 AA AAA 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 jczjok.,, 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 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 7410 SOUND AVENUE 1d.Federal Employer Identification Number of Insured MATTITUCK, NY 11952 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.El 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 e /,g (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.8 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 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 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 ` 4220. 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 =AS NOTED .P.# „.„.P..... EL CTh CAL DATNI Cr � �'`� � ��" �� FE Tit_ BY: . - INSPECTS NOTI ` BUILDING, DEPA'IT ENT AT 765-1802 8AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED ��3} ! WITH FOR POURED CONCRETE C � ` �- 4 �"CODES OF STATE 2. ROUGH - FRAMING PLUMBING& NEW YORK ST A,E & TOWN CODE F 3. INSULATION AS REQUIRED AN-7--D �' 4. FINAL - CONSTRUCTION MUST ni � -�r BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE -- l, :OARD �� .l �, Lair' .. F NEW REQUIREMENTS OT • RESPONSlBOF THE CODESOSO E FOR �., _ Sacilr:,��r CCAltft �L rEES YORK STATE. DESIGN OR CONSTRUCTION ERRORS. __ I�:, t79-9- 4 OCCUPANCY OR OCCUPANCY USE IS UNLAWFUL RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 FIT�-IOUT CERTIFICATE OF THE TOWN CODE. OF OCCUPANCY a,. LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court • Smithtown, NY 11787-3011 • (631)543-2953 • fax(631)543-1526 E-mail: Ics4d@aol.com Tuesday, November 25, 2014 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager i Re: Thirty Six (36) 280 W P. V. Roof Top Solar Panel Array, 10.09 kW Total Output, for McVeigh Residence—2375 Peconic Bay Boulevard Laurel, New York 11948 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site VisitNerification 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, 2"x6"" Douglas Fir rafters at 16" on center, roof/array #1, 24° roof pitch, 2"x6" ceiling joists at 16" on center, 2"x4" Douglas Fir rafters at 16" on center. Roof/array #2, 32° pitch, 2"x6" 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 (3 sec. gust): 120 mph Ground snow load: 20 lbs/sq. ft. Solar Arrays#1 an 2 Dead Load: 2.6 lbs/sq. ft. 1 Total Weight of Array#1: 1,333.14Ibs Total Weight of Array#2: 321.92Ibs 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, PT,' , di% /i/ uigi Claudio Sciand P. E. PSE Of NEW yo'Q 5� 0\C,sCIAN„ ÷ * iii' lir ' 4( i \0,y��`O X60935'1 �G`�� ARoFEssioOP.`' 2 SCOPE OF WORK DESIGN&DRAFTING BY: fir„ y ae- JAMIE MINNICK I + NABCEP CERTIFIED TO INSTALL A 10.090 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE ., _r - ," -_ .J ' 051112-129 McVEIGH RESIDENCE, LOCATED AT 2375 PECONIC BAY BLVD, LAUREL, NY 11948. THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED • � REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. * : 4` THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. c . r DESCRIPTION DATE REV SYSTEMRATING ORIGINAL 08- -=015 • 10.080 kW DC STC 7.380 kW DC PTC Ems- +-^^ 4 EQUIPMENT SUMMARY "- , 36 LG280S1C B3 PV MODULES ..N, CONTRACTOR I SMA SB4000TL U5 22 INVERTER 0i NEVy E = Y - I SMA SB6000TL US 22 INVERTER (�G YO '4� _ I IRONRIDGE XR1000 MOUNTING SYSTEM �'�P SCIq �� C •' SHEET INDEX ��' t ,...Amw. , , , PV-1 COVER * , 1 _ l I a _ :.a `j` PV-2 SITE PLAN C. '/ j. t I Q' I % �„ ��� 4 r' SOLAR UNIVERSE PV-3 ROOF PV LAYOUT O,'', !"'i ""1" All �,t - '` 7470 SOUND AVE PV-4 STRUCTURAL/ DETAILS & SECTIONS c- `�ti� :� ` 1'` - MATTITUCK, NY 11952 . 's' 060935-1 '�.._ GOVERNING CODES ap�o� P �� \ e M �',: . _ LICENSE # 43889 H ESSION �' 2011 NATIONAL ELECTRICAL CODE - PROJECT NAME 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE PROJECT LOCATION UNDERWRITERS LABORATORIES (UL) STANDARDS OSHA 29 CFR 1910.269 w J oo GENERAL NOTES //// `y aNi- l 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS 5 I; ,..: AT THE SITE PRIOR TO STARTING TO WORK AND SHALL _ rx , 1 ' * " ` FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS d� � - MM « .- ; LLJ C.) AND MAKE WORK AGREE THE SAME. �" 1 t_ , U - „ � ;y at 2. CONTRACTOR OR OWNER-SHALL OBTAIN ALL REQUIRED w� _ , >y w * Z .. APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 0 r i�$"` " �I ' .00'•, ' ',,P,,?.,,;''' * vi"' R• J 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE I.E. ' " a. z ,'rte s •,x ,• I 0 INSPECTION APPROVALS ETC., FOR WORK PERFORMED a, °� o 0 CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, a a 0 V lr-, !r FROM AGENCIES HAVING JURISDICTION THEREOF, IF ` t t ';, j ( x :1( COMPLETED OPERATION ETC. ADEQUATE FOR THE '+ " w ° �' — W cr REQUIRED. PURPOSES OF THIS PROJECT AND FURNISH PROOF OF '• '" '° f 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE t ` i ;. �„ r4 , �� 4,:i -'144. AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE SAME PRIOR TO COMMENCING WITH WORK. »dF' ` . �_• ,,,, •. 4. ," _,.. ," +",,, Y ,,,, . .* > Q 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ,.,,r4411„ , ‘. ti �r U Id'9 JURISDICTION. s r _ 1'. MAINTAINING SAFETY ON THE JOB SITE DURING THEF $ 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION - " _ " j CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS l �y ° » ` ► ` In EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON ,40$*`. `t ' ;-i _ THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND '' _ 'g* y A ¢ •1r N HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE ! ..: • NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS ---7. NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER " x '= PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL • � d SHEET NAME BRACING SAFETY RAILINGS AND SECURE FOOTINGS FOR : _ : - ,� ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM «cK• ,,} rw , •� .; ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS '$".- 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE } } ,� PERMANENT CONSTRUCTION. ■ ', a' I FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 r', _;• COVER SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE �■ av DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY 4i. 0 ,i -r 'a 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE * Y - , - UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY ' „,».,.4 qtr :; r * EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND - N.E.C. & NYS CODES & REGULATIONS COMMENCING WITH WORK. I DRAWING SCALE 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE ' 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE F WORK FROM THE SITE AND DISPOSE OF IN A LEGAL ENGINEER'S CERTIFICATION OF THESE PLANS. om. "` ,. -s ' N T.� MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS „v.. .. * �` - �` �-� �' "�' � 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE „ .r AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WARRANT. ,t ` ,- # ',, ` _ 4 '4 G, mow, 14. AT THE COMPLETION OF WORK, THE SITE TO BE . -ter - r► WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE SHEET NUMBER OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. P ”\/ - EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. :s DESIGN&DR/FTING BY: JAMIE MIBNICK NABCEP CERTIFIED 051112-129 REVISIONS DESCRIPTION DATE REV ORIGINAL 05-04-2015 ----\ 'N.s.f CONTRACTOR LEGEND Oflk,„ I4 27' / `\ �P [0:MAIINTI IT IEPANELER S \ I--\ , \ ONEW PV SUB-PANELS A/C DISCONNECT COMBINER SOLAR UNIVERSE INVERTERSIP& 7470 SOUND GND ELECTRODE MATTITUCK, NY 11952 I PV MODULE \ LICENSE # 43889 H —RACKING RAIL 16' 0 ATTACHMENT POINT ` 11111 PROJECT NAME ---RAFTERS 0 • -4-ROOF PITCH ANGLE ESUNRUN METER w0 in co VENT '�,a1 '4 1 Z NI- OPLUMBING VENT / 8'-4"--/ / 36'-1" / \ w O ®SKY LIGHT \ ® < q--` 1 CO ®CHIMNEY CO/ww, VJ ®COMPOSITE SHINGLES Vr W — Z GOOD CONDITION DRIVEWAY ��� Oo!!Y/// -N, / w U L I I POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY - soOD �� 2� � OF NEW ,_ /i 0 0 w Oa O OO co G .CIANO Rir — W0_ D db.7 7 O, > Q cS1 So TO. fi '`W / , 0 Ln ......1 iir i ��, 1 (g A - � p 47 vs °60935-:\ (.9-- SHEET NAME % 60935- pROIESSIO `' SITE PLAIN CONSTRUCTION SUMMARY • (36) LG280S1C-B3 PV MODULES, 10.080 kW DC STC (1) SMA SB4000TL-US-22 INVERTER DRAWING:KALE (1) SMA SB6000TL-US-22 INVERTER (52) ATTACHMENT POINTS @ 64" OC MAX. N.T. S. (245) Lf IRONRIDGE XRS1000 MOUNTING SYSTEM CONSTRUCTION NOTES ROOF TYPE = ASPHALT SHINGLE ROOF/ARRAY #1- PITCH: 24°, AZIMUTH: 129° 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ROOF STRUCTURE = 2X6 DOUGLAS FIR RAFTERS @16 OC MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET NUMBER ROOF/ARRAY #1- PITCH: 32°, AZIMUTH: 215° 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-.2 ROOF STRUCTURE = 2X4 DOUGLAS FIR RAFTERS @16 OC 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. r DESIGN&DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED 051112-129 �� OF NEw YO �Pc. SC(,q 4'1._ REVISIONS V v)\ ♦� /O• r DESCRIPTION DATE REV rZWN1 I. ORIGINAL 08-04-2015 ii tt dl 1 zn w2s/ 060935'1 ‘,` - AR°F.ESSIoN, ' 1'-543" 5._42, / CONTRACTOR 1' 1" j - NOTE: LEGEND — _ _ "SPACING BETWEEN PV MODULES TYP. lO,EXISTING UTIkH DIMENSIONS ODEOFPV MODULES SOLAR UNIVERSE MAIN IL PANEL TO ENOF ROOF E 7470 SOUND AVE Q'NEW PV SUB-PANELS A/C DISCONNECT MATTITUCK, NY 11952, COMBINER / / ARRAY #1 INVERTERS — L — / LICENSE # 43889 H 0 GND ELECTRODE / PV MODULE — , 29 MODULES 24°PITCH PROJECT NAME ARRAY #2129°AZIMUTH 0 RACKING RAIL O ATTACHMENT POINT () 7 MODULES 0. 23'-i" / % 32°PITCH W ___Ry�� 0 — ---0 I —/ ./ 215°AZIMUTH C) — -- -- ,_.- — % 18" FIRE SETBACK" @ RIDGE����il!%! �/ z -4--ROOF PITCH ANGLE /m/ / e"°SUNRUN METER I - %m% iI - --. I I i ilk ■■ i■ i ��i■i �� VENT — - - - —. 31/ I__, w i��.Wii■�wMIlil•iMiM�IME■� iMM El ■i i�■■■ ■ii■ii ■i1i iti it m /x/ I I i ■ii■■■■ ■ i i■i i■Mr Ii I 5'-44" U) O PLUMBING VENT / / I ■i i� ■■ ■�� i1i i■i Ii ! , — - 6- — - —i % ■ii■■iI =■■■ ■ i i1i it Ii LU V ®SKY LIGHT u ice/ _ -- _ .. __ _ _ —% % i�■i■i�■■ ■�iiili�ili ® _ 1� i ■Til ■■M i■ — _i1i I I _i1i w GOOD CON SHMGLES _ -- -- —j � �'■■ =■i1 = 0 J CHIMNEY im% GOOD CONDRION / = �. .. :�!■1��_ ��i �� !�� 1�1�_ POTENTIAL SHADING ISSUES - MOM . w L (TRIM/REMOVE AS NECESSARY — i ■■■i ■■� i� W W oc — - C- — - Ii iIMM iMMIMI i Ma= I hiMMM= W 0.. Q I I� I N i■.1.� ----- •� i� i1� IO MN •■■i •lil p—� � i 0 X11 J �ril� iil■� �i�■�iii�■Unw.,�11�+1� 1� 10'9" = I -NM 1 - M I� •iu� •1 ice■ i = N GL 1. - - ■■■__MEM ■_�i,MUM I I _�■ r'� Do ■moi ■■■i ■M Oo� ■i ■fit i I i♦ i SHEET NAME [27 \7--\/:- 7 6/ 33'-03" / ROOF DETAIL CONSTRUCTION SUMMARY O. '� Q 4 (36) LG280S1C-B3 PV MODULES, 10.080 kW DC STC X00°-° -D i90� s o° o° . (1) SMA SB4000TL-US-22 INVERTER DRAWING SCALE (1) SMA SB6000TL-US-22 INVERTER - (52) ATTACHMENT POINTS @ 64" OC MAX. CONSTRUCTION NOTES N.T.S. (245) Lf IRONRIDGE XRS1000 MOUNTING SYSTEM - ROOF TYPE = ASPHALT SHINGLE 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ROOF/ARRAY #1- PITCH: 24°, AZIMUTH: 129° MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF STRUCTURE = 2X6 DOUGLAS FIR RAFTERS @16 OC 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. ' SHEET NUMBER ROOF/ARRAY #1- PITCH: 32°, AZIMUTH: 215° 3.) ALL LOCATIONS'AREAPPROXIMATE AND REQUIRE FIELD VERIFICATION. �`�/S_3 ROOF STRUCTURE = 2X4 DOUGLAS FIR RAFTERS @16 OC DESIGN&DRAFTING BY: * j I . . LOADALCULATIONS ARRAY #1 ARRAY #2 JAMIE DRAFTING MINNIK NABCEP CERTIFIED Module Weight ' 36:96 Lbs 36.96 Lbs OF NEW # of Modules 29 7 P�� • YAR (E) ASSY #1 HORIZONTAL RAFTER SPAN: 166" 051112-129 Total Module Weight 1071.84 Lbs 258.72 Lbs 5� \ 'ClglV�� Total Length of Rail 197 Ft 48 Ft J Rail Weight per Foot 0.9 Lbs 0.9 Lbs " ASSY #2 HORIZONTAL RAFTER SPAN: 72" REVISIONS Aw: /..- / Total Rail Weight 177.3 Lbs 43.2 Lbs , /+fip•,%i�-t:;'w«ti _. DESCRIPTION DATE REV # of Standoffs 42 10 *i% ' ' j, ORIGINAL 08-04-2015 „;, Z (E) ASSY #1 2x6, #2 2x4 RAFTERS ` Weight per standoff 2 Lbs 2 Lbs f {' �/- ”"- := DOUG FIR © 16" O.C. Total Standoff Weight 84 Lbs 20 Lbs �2 `c- Li Total Array Weight 1333.14 Lbs 321.92 Lbs e Point Load 25 Lbs 25 Lbs � 060935^1 ��O Total Array Area 522 Sq Ft 126 Sq Ft Aii3OFESSIONP" Array Dead Load 2.6Lbs/Sq Ft 2.6Lbs/Sq Ft As per ASCE 7 - Method 1: 0 (fig 6-2) # I (table 6-1) _ 1 ?- - P net =0 Kzt I Pnet30 (eq 6-2) Kzt (sec 6.5.7) 1 I'net30 (table 6-3j # - CLIMACTIC AND Ground Wind Speed Live load, Point - Max fastener _ ARRAY #1- 24°, #2- 32° 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. S!. 1 A # 20 120 # 468 5/16" x 6" Stainless Steel B # TYP. TYP. # TYP. Lag Bolts Roof Section # 72" , # � SOLAR UNIVERSE # 7470 SOUND AVE (E) ASSY #1,2 2x6 JOIST DOUG FIR © 16" O.C. MATTITUCK, NY 11952 TABLE RR301.2(1) LICENSE # 43889 H CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (E) EXTERIOR WALL - PROJECT NAME I I IN_ - SII-- a WIND SUBJECT TO DAMAGE FROM W > GROUND; SPEEDd FROST 0 pp CO SNOW 3 SEC SEISMIC LINE ICE SHIELD z 'id" LOAD GUST DESIGN __ DEPTHb TERMITE` UNDERLAYMENT FLOOD w >- m (PSF) (MPH) CATEGORYe WEATHERINGa (FT4N) REQUIRED9 HAZARDf ROOF FRAMING DETAIL 1 ® m 20 110 C SEVERE 3'-0" MODERATE YES NO SCALE: 1/2" = 1'-0" TO HEAVY W 0 Z For SI:1 pound per square foot=0.0479 kNIm2,1 mile per hour=1.609 km/h IC z - a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural 2 O W requirements of this code.The weathering column shall be filled in with the weathering index (i.e.,"negligible," (� "moderate"or"severe")for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The — CC 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- D b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the SOLAR MODULE U LII _J frost line depth column with the minimum depth of footing below finish grade: STAINLESS STEEL 3/8" 2 ti �, BOLT AND NUT m c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has N been history of local subterranean termite damage. ,'S�`�' —� UNIRAC ALUMINUM RAIL , ALUMINUM"L"BRACKET _�zt ALUMINUM FLASHING d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure � ' - SHEET NAME R301:2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section �� ALUMINUM PV , R301:2.1.4. ___.-� -N. QUICKMOUNT STRUCTURAL e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section 2 X 6 RAFTER ARRAY#1 R301.2.2.1. ASPHALT SHINGLE ROOF 2 X 4 RAFTER ARRAY#2 5/16"x 6"STAINLESS f. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood STEEL LAG BOLTWITH 2 1/2'MIN THREAD Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the PENETRATION SEALED DRAWING SCALE date(s)of the currentlyeffective FIRM and FBFM,or other flood hazard mapadopted bythe community, WITH GEOCEL 4500 p 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" Solar Energy System Fast Track Permit Application n Information Sheet 1.Property Address: 3.35 e C b i -6\ v d 1 Lout Kt( h q 2.Is thiid-tied photovoltaic(PV)or 0 a Residential Solar Hot Water(RSHW)system?(Check One) 3.Provide the total'stem capacity rating(sum of all panels) PV System:1 I t/ 'D kilowatts RSHW System:_square foot gross area; kBTU/day(Clear C)per SRCC 0G-100 label(s). 4. Solar Installation Contractor: Business Name&Address ContactName ( \ EastemEner9YSYMemsIflC.2gys EWasSutddYA1eJ52 _Jamie_ MIRA 1,t_t (631)779-4004 Phone Number • (/ , License Number(s) 5a�b q —M b 5.What is the existing roofing material? 81 i A� it Qi- (� `e--, 6.Provide a letter from a Professional Engineer or Registered Architect certifying that the existing structure can support the additional gravity and wind loads of the solar energy system. • 7.Provide an installation manual(or the internet address of a web based version)for the mounting system. 8.Indicate type,brand and model size and weight including manufacturer's specification sheets of the: Mounting System: - -(13‘ -Z-.` 6- "Q-- Make Model Mounting Method Inverters: , e? S 4 Quantity I Make S 2)Model 4)op T L—U. Modules: LX=1 s C - 3 Qri�: �tity�t`''3' 0 Make'"' , Model_ �C� Ag o �J ' %, t. ;;,,J ' - tem Energy Systems Mc. ,,/ Eas Ave P2 7470 Sound 1952 �.�` �`���rs vsys 831) 4 _--- Proper'• Proper' O ne dame Date Solar Installer ,fig . L V\\C Me Ul. t `�` q�‘c / - Property Owner's Signature J Date Solar Installer's Signature I Solar Energy System Fast Track Permit Application Requirements Checklist This form may be used for planned Photovoltaic(PV)&Residential Solar Hot Water Panel(RSHW)installations that meet the following criteria(check one for each criterion): 1 Yes:No Solar installation is not subject to review by an Architectural or Historical Review Board. [ Yes ❑No Solar installation is to be mounted on a permitted roof structure of a residential building, or on a legal accessory structure. If on a legal accessory structure,a survey showing said structure is attached. Cgkes❑No The roof will have no more than a single layer of roof covering in addition to the solar equipment.[At its discretion, a municipality way waive this requirement.] f�Yes❑No Installation will be flush-mounted,parallel to and no more than_b'.',above_the roof surface. 4es❑No An 18"wide clearing(free of solar equipment)will be provided along at least one side of the roof ridge either �/�V// on the same side as the solar equipment or on another side of the ridge that does not have solar equipment on it. In addition,an 18"wide pathway(free of solar equipment)will be provided from at least one eave or gutter connecting to that 18"roof ridge clearing. I /Yes❑No Weight of the installed system will not exceed more than 5 lbs per square foot for photovoltaics and no more than 6 lbs per square foot for residential solar hot water. Yes❑No The Solar Installation Contractor complies with all licensing and other requirements of the jurisdiction and is named on the pre-screened installer lists on the LIPA ebsite. /Yes P P q P❑No The proposed equipment ment is certified under UL 1703(PV)or has an 0G-100 (RSHW)rating from the Solar Rating and Certification Corporation.Inverters used are listed on the NYS Public Service Commission list of type-tested certified interconnection equipment. Yes❑No PV modules and combiner boxes are identified by the manufacturer for use in grid-tied PV systems. Yes❑No The project will comply with current NEC requirements including Article 690 Solar Photovoltaic (PV)Systems. Yes❑No The mounting system has been approved for use in New York State by alicensed professional e 'neer or registered architect. / rr Eastern Energy Systems Inc. hA( 4)14-1 / r_1 (� L` Mattituek,NY 11052"rI 1 (ke'rys c31j77e-o m Pro 1 • 0 rf's Name "- ; , ,.; Date SolarlInstaller's Nam s \ : la wiz M , Ivan M�- Ue i 11, inkli S Property Owner's Signatdre Date Solar Installer's Signature 1 i 1 rill;"_ I ; J ll �f, III ' '�I i r J'_II �i ;Y I 1,'i 7 it • L l..G IW i't, LG;1,,i 1 �jl l i FI Vii �I, ,i ,a �; } :` Life's Good r , ` I R II' it slalllp. ssi �P,!.`�► 1 ,, l I. , ,,, '�t, ,,:,, , 1 ir 1 !,,1 I 1 .5,: 111 �1' �I1,1 IT ..I• I �I11 t lII: I,r;liJ y, j, i MO i �n0 I ih�j IIui 'I 1 PI 1,I ,tf�t"j ,;t LG280S1 C-B311 P 111 , l A II ' lII I r, -- ' as`�r r- - It 1'T �, ? ..,I{ IJ ,'r'': - ' 6 0 cell ,, ' . , II, t<, I ,s '' ` 'Mono X®series are LG Electronics'high-quality monocrystalline }l ,B ? module brands The quality is the result of our strong commitment - I J ` I ,:;�� I' in developing a module to improve benefits for customers. 'I I I I Features of Mono X®series include higher efficiency and durability ': ' 1 i l .`,?;;u' r ,;1 than LG previous models,convenient installation,and aesthetic ' I I , I '' ,, ;i-4, ' ;,J exterior h II` iti�k3'',,' .1 ^ APPROVED PRODUCT I , J ,I , , -1,iU':'' r Iii c us C E I l r?t;<� t i'-" ir bU Su4 ri -ES EY 51?t5 , I '(b' .';', , '7 Pno-'wh,c Nmlule+ _N _ I 1111 "IY, ;.::All,t.t 1 l i, ;Il ,(!Ili, , J ,•S",t? iI r.l OMLight and Robust ® ' Convenient Installation L�� With a weight of just 16 8 kg(36 96 lb),LG y � LG modules are carefully designed to benefit installers ', Light Weight modules are proven to demonstrate outstanding fir' by allowing quick and easy installations throughout the '''`-l'; durability against extemal pressure up to 5400 Pa Convenient carrying,grounding,and connecting stages of modules' Installation ,,F m: 100%EL Test Completed The Extra 2%Power viii All LG modules pass Electroluminescence inspection I To minimize losses due to mismatch,LG produces 3 groups,', EL' This EL inspection detects cracks and other gook of solar modules which are sorted by its current class , 1,�,' imperfections unseen bythe naked eye This enables Mono X®to maximize the system's output, •„ji,; P Y Current by around 2%based over the theoretical calculation "'' r�' ` d.r qs. Reliable Warranties Positive Power Tolerance ,}; 25Nr ;I,II,z yrs LG stands by its products with the strength of a LG provides rigorous quality testing to solar modules , Linear Warranty global corporation and sterling warranty policies to assure customers of the stated power outputs of all,.',.,!1, LG offers a 10 year product limited warranty and Posit=„nce r modules,with a positive nominal tolerance starting at,0%`.? , a 25 year limited linear output warranty ,,;, , About LG Electronics i!„'„ 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 Groups' nch experience in semi-conductors,LCD,chemistry and electronic materials industry,We successfully released the first Mono Xe series to the market in 2010 which was sold In 32 countnes in 2 years In 2013 Mono V.NeDN won lntersolar Award',which proved its leading innovation in the industry i!•, r; J f / !011111 �•�;�'hl Iltfl :1' 'IY )I 1'{�rldl • I( I' ll fl (i ;l I 1� ' 1 I. ` 1 ; I , lji,'I i.Et', ii�k J�N f 411 1 ..I 0 I I I 1 I I I I 'I) ;;,,�'' it Ivl i,,l 'm Q'; 1 : LG280S1 C�-8:3 ' 1 I ' 1 , i)f, Iliirgfi i . 1 11i 1••. 1 i'11 /� ,Ihi Ityt i 11, I{ ,'� ��' ' I f ' I 1,.,.1, 111 • r�1 .I, (r, l� . . u ( I I t i , 1 i ,1 1 I /� 1 , itjleclianical Properties Electrical Properties(STC*) I Cells 6 x 10 I LG28051 C-B3 !,Cell vendor LG Maximum power at STC(Pmpp) 1 280 Cell'type Monocrystalline MPP voltage(Vmpp) 31 9 Cell dimensions .1565 x 156 5 mm/6 x 6 In MPP current(Imp) 8 78 i o of busbar 3 ' Dimensions(L x W x H) 1640 x 1000 x 35 mm Open circuit voltage(Voc) 38 8• 64 57 x 39 37 x 1 38 in • Short circuit current(1st) 9 33 Module efficiency(%) i 171 1 Static'snoW load ' 5400 Pa/113 psf l Static wind load 2400 Pa/50 psf Operating temperature(°C) -40-+90 ,,Weight 168±05 kg/36 96 t 1 1 Ib Maximum system voltage(V) • 1000(IEC),600(UL) 'Connector type MC4 connector IP 67 Maximum series fuse rating(A) I 15 (,'Junction box - IP 67 with 3 bypass diodes Power tolerance(%) 0-+3 '' Length of cables - 1000 mm/39 37 in •STC(Standard Test Condmon)Irradance 1000 Who:,modulel'temperature 25°C Ah115 Glass High transmission tempered glass *The nameplate power output is measured and determined by L0 Electronics at its sole and absolute discretion I '{Frame Anodized aluminum Electrical Properties(NOCT*) 1 LG28051C-B3 i,Certification and Warranty I Maximum power at NOCT(Pmpp) i 205 '^Certifications IEC 61215,IEC 61730-11-?, ,i, r.,,,i MPPvoltage(Vmpp) 293 Salt Mist Corrosion Test(IEC61701),, Til '- MPP current(Impp) � 700 DLG-Fokus Test"Ammonia Resistance", , 1f"'- UL 1703,ISO 9001 Open circuit voltage(Voc) 1 360 Product warranty 10 years Short circuit current(Isc) j 752 'Output warranty of PmaxL Limited Linear Warranty* Efficiency reduction i <4 5 (measurement Tolerance s3%) (from 1000 W/m'to 200 W/m) "1),1;t year 97°5,2)After 2nd year 07%p annual degradation,3)802%for 25 years •NOCT(Nominal Operating Cell Temperature}Irradance 800 W/m',ambient temperature 20°C,wind speed 1 nun I ,1Temperature Coefficients Dimensions(mm/in) I , - - NOCT 45 0±2°C 5.4.9 o io•661 1000/3931 I ,l l o..,n nou.p.. ISI'of short960/316 m•1 I ;:;Pmpp -043%/°C uATSrne..) seofenW or•a nnr..(a..i (D,atanu b.n.••n nro°nHn9 MM) F 19/011 .,,- ,Voc 031%/°C Qom(9111 e'9 1 g ! 'r015I C, • 004%/°C ••• - /, 12-104.3 • �� bre°niter Mbµtz•4 e 1116 0(26.61 CharaCtef1521C Curves ua°mino nm..re..t\ -1 (•) 1 .— , Q 10 i c 1000 W i 1 g m 1000/3937 i 1 • d 0 ei.nern 1 = iii l :' I iisE a.. I ; 1 Az I i e 0 5 10 15 20 25 30 35 40 1/0110190 00 949/3111 I I ,jilt,' u 140 I �r_ 1 *III r- • i(I 20 ;.I,I; ..(-1 :"' O 3 *1,1. Y Isc I'L 100••`------"' IT 0 t {'� ---VOC i i . 35/L39 100 10/040 10/090 I Pmax '-'71- 1 t - : 60 60(016 1,1 - JCv 5S/Q23 '1 ri Ai: r'rr�flp ,p, 90 �I Iy °7efil18/0.31 ,)II I 1115`/006 111d', 20 s'—. k r= 0•161x oe.4r 011.02 , I jr„% 2e/110 22/00T '1 0 Lone side name Shartsda name 'lIi„ . -40 -25 0 25 50 75 90 Temperature(°C) •The distance between the center of the meunang/grounding holes q. iI I<I(,'i 1 4 ' + (t North Amenca Solar Business Team Product spenfinauons are subject to change without notice I El •1 ❑ I !■ �5” 1• LG Electronics US A.Inc '10 Life's Good'is a registrated trademark of LG Corp l yI x, j'Le• 1y 1000 Sylvan Ave, All other trademarks are the property of their respective owners ® ■ `• I '` '` Englewood Cliffs,N107632 OS-A3-60-C-US-F-EN-30829 I With LG,It's all possible . Inti i'7 i i a Contacri molar I ecom Copyright 02014LG Electronics.All nghts reserved 1 • • • G Life's Good wwwigsolarusacam 06/17/2014 I C I . t:3 I ;fi1:' I i, 1 ' 1I 'h' I', ---- (i'1,1' II tl,. -_ _ - i P 1 I'` 'II 1 1 !!i ' , ed ;fly I' '11,l . I I f'. 1 ;I!' n Il' I t, I , . , I`l I i, I . `r 1 f L I ;, , t it r ll I j i .fi t , l r ' i 1 A ' I 1 tl 11 11 ��1'I '' ! 1 t I. tIt' I .I -r ti ! I I I ` i� T .1 "l ! •• • ,i ` ? I rte' 't-fa ry,C ••I ,1+',i'll ,I ti `.!11'F',I,f'al Ii1{,li r''ili !; -- 1, , 'I 'I',•lI�1,l1i , . '•ISI THE1NORLD`$ ONLY ! j, + I -�Y)+ijlt,�`'i„`(` j ' ' SECURE POWER SUPPLY 1 „ ' I,, 111 Itlt,i: Ii it 'i l' '!!'� ,i , Iii I ,'I , ..It'il ,.I''lt�r IP •,• , ;1,Ir'' 11/' ' Its ,- t'1'I li l'Iv fl ; „ lilt I. 't 4;; I I. G 4,,,tf;l'Ili 1 �I i 'I ua ,�', ,1:uJ,-,§I!al! „I '” 111''1 - 'InteiGek�;':.,1, ,ii,I: �'I+I '� __— "-__— -.---._. _._.._� . i _1 Lliift. '''J'I.L i.Lt..�i L._.. .';;;- 1 ' Certified Innovative . Powerful Flexible •UL 1741 and 16998 compliant •Secure Power Supply provides , •97 6%maximum efficiency •Two MPP trackers provide I •Integrated AFCI meets the require- daytime power during grid outages •Wide input voltage range numerous design options , ments of NEC 2011 690 1 I •Shade management with OptiTrac •Extender!operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL—US / 3800TL—US /4000TL—US / 5000TL—US / 6000TL—US / 7000TL—US / 7700TL—US Setting new heights in residential inverter performance . ` The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TI,US/6000TL-US/7000TL-US/7700TL-US represents t:le next step in performance for UL certified inverters.Its tronsformerless design means high efficiency and reduced weight.Maxlm`um power production is derived from wide input voltage and operating temperature ranges Multiple T•1PP trackers'and OptiTracTM Global Peak mitigate the effect of shade and allow for installation at challenging sites The unique Secure Power 4.P00N TkE s9 Supply feature provides daytime power in the event of c grid outage. High performance, flexible design and innovative features make the Sunny Boy TL-US series the first choice among solar professionals. s SMA Q -74.0,,,,,,,, 1; • • Sunny Boy 3000TL-US Sunny Boy 3800TL-US Sunny Boy 400011-US _ ; Technical data = " 208 V AC ,' 240 V AC 208 VAC 240 V AC 208 y AC -240 VAC Input(DC) Max.usable DC power Roos•,.. 1)__ _ ' _ _ 3200 W_ __ _ _ 4200 W 4200 W Max JC v&tage __ _ 600 V__ 000 V_ - 600 V H Rated Mf PT voltage range 175_-480 V 175-480 V 175-480 V MPPT opo rating voltage range 125-500 V 125-500 V 125-500 V _ _, ' Min DC voltage/start voltage 125 V/150 V 125 V I 150 V _ 125 V/150 V Mar operating input current/per MPP tracker _18 A/15 A - 24 A/15 A 24 A/1,5A ' Number of MPP trackers/strings per MPP tracker 2/2 _ _ _ Output(AC) 4 C nominal power3000 W 3330 W 3840 W 4000 W _ , 'Max AC apparent power 3000 VA 3330 VA 3840 VA 4000 VA __ 'Nonmol AC,uitage/adjustable - /2 ,_240 V/0 208 V/• 240 V/• 208V/t - ' 240 V/s _ AC voltage range 183-220 V ; 211 -264 V 183-229 V 211 -_264 V 183_229 V . 21,1 -264 V '1,7,grid frequency,range _ 60 Hz/59 3-00.5 Hz 60 Hz/59.3-60 5 Hz _ 60 Hz/59 3--60 5 Hz , Moe oulFutcurren. 15A loA 20 A _ _ _ ' Power factor(cos a) - - - - 1 _ - 1 1 ' i-Ouir r i pfc.es/hie connections _ _ _ _1/2 1/2 1/2 - Harmonics _ - <4% <4% <4% Efficiency 'Max eliiciency . , _97 2% 97.6% 97.2% 97.5% 97.2% 97 5% ,l .CECefficiencr _ _ _ 965% - 965% 965% 970% 965% 97.0%_ Piotection devices _ _ i U,C disconnection device _ • _ _, DC reverse-palari protection _ _ _ • - __ Ground fault monitoring/Grid monitoring _ _ •/S - - - - AC shop an uit protection • All pole sensitive residual current monitoring unit • - Arc fault circuit interrupter(MCI)compliant to UL 16998 • . . - - - I' F rotection class/overvoltage category I/IV - . _ - General data __ Dimensions(W/H/D(rn mm(in) 490/519/185 (193/20.5/7.3) DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (7.4/11.7/7.5) '' Packing dimensions(W/H/D)in mm(in) _ 617/597/266 (24.3/235/10.5) DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (14 6/9.4/11 0) _ Il Weight/DC Disconnect weight 24 kg (53 Ib)/3 5 kg (8 Ib) ' Packing weight/DC Disconnect pact ing weight 27 kg (60 Ib)/3 5 kg (8 Ib) Operatng tempe,atjre range _ - -40°C +60°C 1-40°.F..+140°F) ,; Noise emission(typical) 5 25 dB(A) <25 dB(A) <25 dB(A) - - - -- <1W <1W <1`N I Internal consumption at night _ ' Topology Transformerless Transformerless - Transformerless , Cooling Convection Convection _ Convection ''Electronics refection ratingNEMA 3R NEMA 3R NEMA 3R '' Features Soft re Power I,upj:ly, • • • Disptci graphic • • • ' Ir ter coos RS485/Speedwire/V/ebconnect 0/0 0/0 0/0 ,'Warranty 10/15/20 year 11/0/0 •/0/O •/0/0 Certificates and permits(more available on request) UL 1741,UL 1998,UL 16998,IEEE 1547,FCC Port 15(Class A&B),CAN/CSA C22 2 107.1-1 I NOTE US inverters ship with gray lids _ _ _ .5pe dn.ignanon SB 3000T1-US-22 SB 3800TL-US-22 SB 4000TL-US-22 _ r,i)' 'li? Accessories '`,' ^----------------• Efficiency curve SUNNY BOY 50007E-US22 240Vac I--••-_••------------ ' ---------------- - -- ------------ of p - 1 e _ ••— Speedwirc/We onnec R A `n!rf ce ,� m'r riacc j 0, D18w185CbUS-10 j.�,' II A n r SWDM USIO t 94- : 16. Er ;,)r. . u• 92- :- - .' [111-1 Fon kd for SB 3000/3800/It90- r-- - - 4000/5000rt US22 Iw ( ••• Ho IV„-175VI ccc ' `-rFAN\IT02 10 rl.f• I — Eta 1V„-400 Vj - - '�{ vs neo ,'It 86. 1 __ —- Era IV„-480 Vl V.-(vl .'v"` I I I '' 00 02 Oa 06 08 10 •.1' 0 Standard feature ,O Optional feature -Not ar actable ��,; Output power/Rated power Data at nominal conditions 1 1r - Sunny Boy 5000TL-US Sunny Boy 600011-US Sunny Boy 700011-US Sunny Boy 770071-U5 ,,i;),t 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC .: 5300 W 6300 W 7300 W 8000 V/ 600 v ,600 V - - 600 V 600 V 175-480V 210-480V 245-480V 270-480V ' 125-500V 125-500\' 125-500V 125-500V 125V/150V 125V/150V - -- 125Vj150V 125V/150V 30A/15P 30A/15A 30A/18A 30A/13A 2/2 4550 W ' 5000 W 5200 W 6000 W 6000 W '7000 W 6o50 W 7630W .. 4550 VA 5000 VA 5200 VA 0000 VA 0000 VA 7000 VA 6650 VA 7080 VA , ' 208 V/• 240 V/• 208 V/• 240 V/• 208 V/0 2,10V/• 208 V/• 2.10 V/• 't 183-229 V 211 -264 V 183-229 V 21 1 -264 V 183-229'/ 211 -264 V 163-229 V 211 -264 V 60 Hz/593-60.5 Hz 60 Hz/593-60.5 Hz _ 60 Hz/593-60 5 Hz 60 Hz/593-605 Hz , 22A 25A 292A 32A -- 1 1 1 1 ' 1/2 1/2 1/2 , - 1/2 <4% <4% - - <4% <4% I 972% 976% •970% 97.4% _968% _ 968% 96.8% 973% 945% 970% 965% - 970% 965% •965% 965% 9o5% - - . • • e/9- • • - • I/ly ' ' 490/519/185 (193/205/_73) 187/297/190 [7.4/1L7/75) - 617/597/266 (243/235/105) 370/24Q/280 (146/94/11P)_ 24 kg (53lb)/35kg,(8lb) - 27kg (60 lb)/35kg (8 Ib) ' -40°C +60°C (-40°F +140°F) <29 dB(A( <29 dB(A) - <29 dB(A) <29 dBIA) , <1 W <1 W <1 W . <1 W Transformerless Translormerless Transformerless Transformerless Convection - Fan Fan Fan ' - , NEMA 3R NEMA 3R NEMA 3R . NEMA 3R • I - • • - -• - • • _- • o/o - 0/0 0/0 0/0 ' e/o/o •/o/o 40/0/0 •/o/o UL 1741,UL 1998,UL 1609B,IEEE 1547,FCC Part 15(Clas A&B),CAN/CSA C22 2 107 1-1 SB 500011 US-22 SB 600011-US-22 SB 7000T1-US-22 SB 77007E-US-22 F. I •i I' I1 y f- �. "t 4F0'4,1btu",i..t-, - 'H ., 14777it � / .� �,r f'k\ /� 1 i, -71, ;. ri 4 41 I ,z biwiL t ,4.-41;--P--1,:l 1;4 mm '®i Ej cii ,1 5,f r,ti!,.,.i7 t, .. '-171:-Y,.:4 � , f` 1 jI i More efficient Shade management Easier 1ii, I i:l r ,i -, 1':�"r lei i ,,,--14 :. S5 „ , l •7- f..r_..r M1:11f._� q l 1 7` ( pC1 F '" _ I i - •_-_ , '1 'rv16 tt 0. r. YT , xt ili t �T_'r+ 1 Iiti,,i.,tF,-'!'c i-t �' _T � '^- �J -1 •tri �d( '..,, i 4. 1 F-1 7 1 �lli f l !J., . ,,i = �aa�f.Vii.- =t "x, `A , I (� t= ill �� { _._., ,_.___ - .. , , . _ - Secure Power Supply Broad temperature range Flexible communimhons I it { • . NEW GENERATION OF INNOVATION ';THC SUNNY BOY TL-US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY. A:y` Transformerless design ,in all types of climates and for longer periods of Leading monitoring , - time than with most traditional string inverters. and control solutions The Sunny Boy 3000TL-US / 3800TL-U5 t 1 ,Y„4,,00TL-U S / 5000TL-US / 6000TL-US / Secure Power Supply The new TL-US residential line features more .s 7b00TL-US/7700TL-US are transformerless ' than high performance and a large graphic ,1 inverters, which means owners and installers One of many unique features of the TL-US display. The monitoring and control options !` benefit from high efficiency and lower weight. residential series is its innovative Secure provide users with an outstanding degree of 1 / `wide input voltage range also means the 'Power Supply. With most grid-tied inverters, flexibility. Multiple communication options -i,1-1. inverters will produce high amounts of power when the grid goes down,so does the solar- allow for a highly controllable inverter o under a number of conditions. powered home. SMA's solution provides and one that can be monitored on Sunny s j daytime energy to a dedicated power outlet Portal from anywhere on the planet via an-:z, Additionally, transformerless inverters' have during prolonged grid outages, providing Internet connection. Whether communicating 1-o been shown to be among the safest string ,homeowners with,access to power as long as through RS485, or SMA's new plug-and-play B ri inyerter3 on the market.An industry first)the TL- I the sun shines. WebConnect, installers can find an optimal USaeries has been tested to UL 1741 and UL t - solution to their monitoring needs. �15 4 2 169' 96,and is in compliance with the arc fault ,Simple installation c requirements of NEC201 1. Wide Power Class Range a y,; I :As a transformerless inverter, the TL-US Ta t.:< Increased energy production 1 residential series is lighter in weight than Whether you're looking for a model to iarr I 'its transformer-based counterparts, making maximize a 100 A service panel or trying OptiTroc'"' Global Peak, SMA's; shade- !it easier to lift and transport. A new wall to meet the needs of a larger residential PV -` tolaiant MPP tracking algorithm,; quickly ,mounting plate features anti-theft security and system, the Sunny Boy TL-US with Secure 4 E adjusts to changes in solar irradiation,which makes hanging the inverter quick and easy.A Power Supply has you covered. Its wide b mitigates the effects of shade and results in i simplified DC wiring concept allows the DC range of power classes—from 3 to 7.7 kW— ,s h'igh'er total power output.And,with;two MPP ;disconnect to be used as a wire raceway, offers customers the right size for virtually any ,x t'rdckers, the TL-US series con ably handle saving labor and materials. residential application.The TL-US series is not r,, complex roofs with multiple orientations or ; only the smartest inverter on the planet,it's also 4 ti stripg lengths. I ,The 3800TL-US and 7700TL-US models allow the most flexible. lr,. t, !installers to maximize system size and energy - -i' HA4ertended operating temperature range of ;production for customers with 100 A and 200 i3! ,40;1°iF'to+140 °F ensures power is produced :A service panels. g' Till Free+1 888 4 SMA USA ' ''''' '•'' SMA America, LLC '�w:N�i+v.SMA-America.com' - i< -_ - - - - __ `� r1.271'4,7 -_'‘,--" - - - .- v -- . , _. - /,'<}--'. IRONRIDGE Roof Mount System - >.n r. ,Iz -- - - ----- - - -- - - XR10 Rail XR10D Rail XR1000 Rad Internal Splices:`; " ..-_-_,-- . 1% : ...` — ' :x;} A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices r., - -•-It for regions with light snow, solar mounting rail rail for commercial projects. for seamless connections. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Sell-tapping screws - `t''`''tt • Moderate load capability Heavyload capability Extreme load capability • Varying versions for rails r , ,-" { • Clear anodized finish • Clear&black anod.finish • Clear anodized finish • Grounding Straps offered �3 c � = `�_ - �, -- Atl;ichn�rnls ------------ -- ---- -- — - FlashFoot Slotted L-Feet Standoffs Tilt Legs {r>';!A _ - t '�- rho �`"M ,,—..----,- //,r''''„`� - .1 t-� w � �; +1. t 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 hardward • Higti-friction serrated face •Works with vent flashing •Attaches 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 Bildt lot solor's toucThcst ruO(;.. --- CIon,ps&G:ounduig 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(?I T-Bolt Grounding Lugs C=) Accessories Our rigorous approach has led to unique structural features.such as curved rails and reinforced flashings,and r- is also why our products are fully certified,code compliant and backed by a 20-year warranty. v (i ri - Strength Tested7-.;::::,,-7PE Certified - - ,',-1-,", _ I� � �^G iJ iii 1 All components evaluated for superior i`JXf�S Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and C:-. structural performance. L__,'_, available in most states. modules at ends of rails in the middle of the rail. rail's top slot. organized look for rails. • Mill finish&black anod. • Parallel bonding T-boll • Easy top-slot mounting • Snap-in Wire Clips • Sizes from 1.22"to 2 3" • Reusable up to 10 times • Eliminates pre-drilling • Perfected Eiid Caps 1^ i Class A Fire Rating -- • Optional Under Clamos • Mill&black stainless • Swivels in any direction • UV-protected polymer 7 i Design Software I t r}' Certified to maintain the fire resistance ' b yl Online tool generates a complete bill of rating of the existing roof. -„, materials in minutes. Frio F e;ucir,es 117 , 7I Design Assistant A v NABCEP Certified Training FL-F--:-.71 Integrated Grounding F----7.7....„_;..._:71 20 Year Warranty 0 Go from rough layout to fully a/- 7 Earn free continuing education credos. 1,, .i UL 2703 system el(inmates separate I i‘--e1,1 Twice the protection offered by engineered system.For free •�I:-k` while teaming more about our systems. 1�-_.__i module grounding components 1.--2_11::-....1competitors. - �`�to(ronR:un,cc rvrm v Go to IronN'ur comma:mnr. 1-77:"---- _--__—__1.---- ti_.-.. ----- -,7-w_.-_7.__. -7"-------"T_____—":7�..._.._,-�,....�.1 r_--7-- :0E- :J-':avr*: S -LFtp7'9- "-7:i*. .'3-'15r, 1�v-.. i-v--, :u:1—_,let.,:� .3— 7 /, -. TE ? i`j! i 'litgr,telc. , AUTHORIZATION TO MARK Installation Overview `'7.i Install Root Attachments - `— _Install appropriate roof flashing and%r standoff for roof type. This authorizes the application of the Certification Mark(s)shown below to the models described in the Product(s) •Attach-L-Feet to flashing or standoff - _ J Covered section when made in accordance with the conditions se!forth in the Certification Agreement and Listing -`"` ,Report,This authorization also applies to multiple listen model(s)identified on the correlation page of lire Listing __.__ _ Report Prepare Rail Connections �. (L.„YT r. . This document is Ute property of inlertek-resting Services and is not transferable The certification mark(s)may be •Inserts lice into first rail,then secure with Grounding applied only al the location of the Pavy Authorized To Apply MarM--------_-___ p Strapand - --------_____ __ self-drilling screw I - ' Applicant IronRidge Inc. Manufacturer IronRidge,Inc uts5 zo h r Ave •Slide second pail over splice,then secure_wlih opposite end of Address. P Y Address. 1435 Brimfull!Road ---- 1, i Hayward,CA 94544 Willits CA 95490 Grounding Strap and self-drilling screw. -___ _�d Country: USA Country: USA ________ Contact: Vann Schwarz Contact Jim Norsworthy - (800)227-9523 - [r i Mount&Ground Rails I--' Phone. Phone. (800)227-9523 - (�.. ' (510)225-0973 .1 FAX: (707)459-1833 FAX: (707)459.1833 •Attach rails to L-Feet and level tails - _ =-e-,!. Email. yschwarziironndge corn Email. jnersworthyaironndge corn - -h - -Install one Grounding Lug per row of modules Party Authorized To Apply Mark Same as Manufacturer Report Issuing Office. Lake Forest.CA (0 ) r)Jt.i:.... r:\r_ g9( •Connect Grounding Lug'to grounding conductor __ Control Number 4007559 Authorized by for.I homes J.Patterson,Certification Manager ' En.ctassaTm [`_11 Install Modules&Clamps G •Install first module using End Clamps and Grounding Mid Clamps. -r-_ Ms �` j^Ihstali additional modules using Grounding Mid Clamps. ' • Intertek •Finish row with a second pair of End Clamps �y �`_= y,_–� This document supersedes at previous Authorization to Mark for the noted Report Number. - rt ca.vd�v Val,uv.ane.c.,un-.c.,mv.w rr e.an.u,-.Vw.,,a.rs rvna1 n•p:a.s.r.vuar.re -- - �. d..,, a,.e„a,� „ ayrar.,e =.e.rf.v„H,, ...,.�a� ,.a.lo..,,e,�.�e>w�acr..�a Testiri�&Certification r-- —� e,.a ire.Na w.�aty bath e.Vr Ow ClamhauCna,oprmf rr,aga.iattiAen OM A.ep,ypn la 11.11P oat eenwtb r•uc,,etr Ura,a e,Cie i Crl bwn T.ila -- ..-ocwroe ere,u.ce tad wu a ba aa,c-amera.a>,Aa>at.,r„e,.an,n+rn.ro,wa.enIr•.r.ara,e.e,e„sww ao.e..va,m'ai..e.vr,rwar.u,.m,lm v.,raevc aa.-a..nsa� ,+ + ro-.a..,naira Baa.. s...+r,ab,.i.: .aManwca e. oa.,. e.ai.aer+�,epev�.:.+rawp„car<.aca•f„1c,ra.n,w•u.er>saa..,.. I 1"a� Module Frame Compatibility ' rM -. T . rt, h ,.^. ,,,, rra. ..salla- :,a,,.1a,..naa,,•.i„ra M.,,.„o �,c tr..- ,sl„,.be.., p„” the IronRidge Integrated Grounding Intone*Testing Services NA Inc _ System has been tested and certified to i r Dimension i Range - 545 Cast Algonquin Road,Arlington Heights,IL 60005 UL 2703 by Intertek Group plc Telephone 830-345-3851 or 047-139-5667 Fax 312-203-1672 A I 31.0mm-51.0mm UL Subject 2703 Outline 01 Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plato UL 2703 is a proposed UL standard I ” IL B - 5 08mm(minimum) Standar (s). Photovoltaic Modules and Panels,tlssuo Number 1,October 4,2010 for evaluating solar mountingi Any module Inmos whose parameters aro not baled In the Product- -AR Rails with Inlnnraled Grounding and clamping devices.It'ensures theseL provided table have not been rested for compatibility. Brand Name N/A devices will maintain strong electrical and Models. 51.61GD-005,51-610D-0058 51-5000-001,and 51-65.001 mechanical connections over an extended period of time In extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and environments. 72-cell solar module frames with box construction and a range of anodization thicknesses. - The testing process closely mirrors that All solar modules listed to UL_17O3 and with frame construction - of UL 1703,the solar module testing within the parameters stated above are compatible with the - standard,including temperature and IronRidge Integrated Grounding System humidity cycling,electrical and mechanical load testing,and manuractunng quality �� -,to n ouricsi .car,i i.) ' reviews. , ---- - ---- -`-------—— —___----J ATM for Report 101541132LAX-002 Page I of 3 AIM Issued 10-Nov-9014 - - - - - _ __ -_ - - -_-En f6_'b t,J.UtLaiy`e - _. _ - - _ .=,=2'".�>r_ _ .X.':-.;-----''--...---.- _ - T.:- -S - ' ___• - __ - _ -_.,- - _ : "..pr.y. .":�.rrt"'r Y..__;C ' _ _ -_ :•Gf2`...:'r'._-�.e='e'-`5-_? waw"%'-•�� _ _ ' -� - -- _ _ ---_.__ .;-->�:.z.�.1=r.:a_.._ft ___ ^✓':_._X-,a."L�"'F " �::wir ;��:.�-r=:: � :r'_+1=�>_?a�T�M.... _ _ ,._;2_ 1RONRIDGE XR Rail Familyf\ ,/� �J L Starling Madison Lofquist, Inc. :'orifi 1_a Not ``air' ;S.:-In:-.11 I 5224 South 39'5 Street,Phoenix,Arizona 85040 ;` y tel:(602)438-2500 fax:(602)438-2505 www.smieng.com Over their lifetime,solar panels experience countless i`+oe�`' ^�.� extreme weather events.Not lust the worst storms in years, J ' but the worst storms in 40 years High winds capable of .;. �• 'a _' 9 P 'dr' , `''+.�'y Inndtulgc June 16.2014 ripping panels from a roof,and snowfalls weighing .<41W,71'0;;;,.-4 a " �" ' "Z`'4 °� t_ Page" ,, s I!)�/c Zephyr I of 11 enough to buckle a panel frame. /".5,,--,,,,-., �F� �.'�#C4q�p`�'r� •_A�,� `' 1( I layward,CA 94544 XR Rails are the structural backbone preventing ✓.r �: -'°a gZb. da » "L these results They resist uplift,protect -- -•—'. ,V t`.1;{--_-,-,_,,c----.-",, i°�e1`'.;°o' +t • against bucklingand safely and efficiently1` -'`• <••••-..---,! Jc;�,� ' 1,,, ;„ p • Aon Mr David F.Taggart,VIM President Products 9 Y 'r ,-'' `fey t#`,. transfer loads into the building structure _ ;--may;,/ , �z ,,;sr_....1N-.:1y�sl.0} Subject IronRidgc XR IO!tail.Root'Flush Mountin•System-Structural Anil cis .l;> srt__1 ! b y Y Their supenor spanning capability - - "' :16‘-",:?i,a, iRp'J `�:; requires fewer roof attachments, - _ =~ ___ -; �)( -�ti.: r .T _ reducing the number of roof - , ,-i -s�--•- `%`- _ -•JR., j 11.:•..'"-J.,1- ' F ' penetrations and the amount j' _ •__ r. .:4,,d ; ;it Ii -a i Dear Sir. of installation time. {' <+ - i,--' it i'ji )r"'=31 -I ' - ;.'-=-- 1 �S )` \\e have analyzed the IronRidge XRIII R,nl for the subject solar module support s,sstent,sed -. i•1_ . .f=, ` determined that,for the configurations and'criteria described below.n is in compliance with the '-i ' ` applicable sections of the lollowmg Reference Documents 1rf ell - - . Codes:ASCE/SEI 7-10 Mut Design Loads for Buildings&Other Structures 7i ,i International Building Code 2012 Edition -_� Y! ` Califunta Building Code 2013 Edition ,' .1� Othci AC428 Acceptance Criteria for Modular flaming Systems Used to Support PV - _ - '_. r9y Nlodules,dated ElTectivc November 1,2012 by ICC-ES •>_ 1 jf Aluminum Design Manual,2010 Edition /ra 5, �' The lronRmige NRI0 Raul is an estnuded aluminum section w dub an overall depth of 1 75 in and a net ' •t Force-Stabilizing Curve 1 ;rt,' area of 0 363 sq in The rails are used to support solar modules,typically,on the roof of a building. (i r — I( �)'i, h - Sloped roofs generate both vedical nod lateral -i _ forces on mounting rails which can causeIDem See ExhibitA-attached 7herails ale clamped toalumittuntangle brackets that are either attached t to bend and twist The caned shape ol XR Rolls dulcetly to the root'framing or attached to a stand thou is screwed to the roof framing The rads are _,..'" C� is speedily designed to maeam strength in both -i.t dlractionswhaerosrsnng ho hasa- This unique mounted across the slope with a small clearance(flush mounting)to the underlying roof structure I - f feature ensures earn Sec pd mg oxtronm I be installed solar modules are ai the same slope as the underlying roof structure Af caviller and a longer system lifetime l All loads me transferred to the root framing through the angle brackets by simple bl axial flexure of the cols 'I he maximum span of the rails is governed by either the mid-span flexural stresses or the \•. \ :• deflection requirement that the rail not come Into contact w dh the roof •rite effect of seismic loads(liar all design categories A-F)have been determined to be less than the effect due In wind loads in all load conditions and combinations. Therefore,the maximum allowable spun f'or common load cases are shown in Tables 1,2&3 below for 0-6 degree slopes.Tables 4,5, EC;:� �_-_.-~� l �v�W ����i &6 below fol 7-27 degree slopes,and fables 7,S 8-9 below for 25-45 deg'cc slopes. r-thble with Flat&Pitched Roofs + I Corrosion-Resistant Materials P-—7-71 in Rails are r .l honfldpe oilers t All XII Rnds nic made of marine Grade fY�— /.7, l compatible coli ( _,:;,..1.-..., a rage of Sal lea aluminum allq,then protected with an _ I 1( FlashFoot and 1_07,;_,-,,i aprons for liar anodiz^d finish AnxLnng prcveles sudaca I{ a ;.�,Eur other pitched root I i I i roof mounting and shit_lural corrosion aisle also providingiii,. j iL..�,attaehmomsTapplicabens.--._, _a mono anmctno appsamnco. M_ 1 i.R _ _ . - ---"' Starling Madison Lofquist,Inc. Couaulting Structural and Forensic En-pricers 1nmRidge June 16.2014 IronRtdge June 16.2014 Mr David F Taggart Page 5 of II Mr.David F Taggart Page 6 of 11 IronRtdge XR10 Rail.Roof Flush Mounting System-Stnicturiil Analysts IronRidee XR10 Rail,Roof Flush Mounting System-Stnictural Analysis Table-4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table S-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 XR10 Wind Ground Snow Load XR10 Wind Ground Snow Load Rail Speed Rail Speed Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 10 20' 30 40 50 60 70 80 90 psf psf psi psf psf psf psf psf psi Etposure mph 0psf psf 100 75 65 55 49 43 39 35 33 31 29 P psf psf psf psf psf psf psf psf 10D 72 65 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 29 110 75 65 55 49 43 39 35 33 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 Category 130 75 65 55 49 43 39 35 33 31 29 130 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 49 49 49 43 39 35 33 31 I 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 61 55 49 43 39 35 33 31 29 105 75 65 55 49 43 39 35 _ 33 31 29 105 58 58 55 49 I 43 39 35 33 31 29 - -110 75 65 55 49 43 39 35 33 - 31 29 110 56 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 43 39 35 33 31 29 Category 130 65 64 54 4843 39 35 33 31 29 Category 130 48 48 48 48 43 39 35 33 31 29 140 60 6D 53 48 43 39 35 33 31 29 140 44 44 44 44 ( 43 39 35 33 31 29 150 56 56 52 47 43 39 35 33 31 29 150 41 41 41 11 41 39 35 33 31 29 160 53 53 51 46 42 39 35 33 31 29 160 39 39 39 39 39 39 35 33 31 29 170 50 50 50 45 _ 41 38 35 33 31 29 170 36 36 36 36 36 • 36 35 33 31 29 100 75 65 55 49 43 39 35 33 31 29 100 56 56 55 49 43 39 35 • 33 31 29 105 73 65 55 49 43 39 35 33 31 - 29 105 54 54 54 49' 43 39 35 33 31 29 110 70 65 55 49 43 39 35 33 31 29 110 52 52 52 49 43 39 35 33 31 29 Category 120 64 64 54 48 43 39 35 33 31 29 120 47 47 47 47 43 39 35 33 31 29 D 130 60 60 53 47 43 39 35 33 31 29 Category 130 44 44 44 44 43 _ 39 35 ' 33 _ 31 29 140 55 55 52' 46 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 38 38 38 35 33 31 29 160 49 49 49 45 41 38 35 33 31 29 160 36 36 36 36 36 36 35 33 31 29 —_____ 170 46 _ 46 46 44 40 37 35 33 31 29 170 33 33 33 33 33 33 33 33 31 29 -- Notes-see page l l - - -- -_- - - --__.--- --„--- Notes-see page I I Starling ALrtlicnn Lofyuist,Inc. Consul- ,Structural and Foruicic Engineers Starling Madison Lofquist,Inc. Conculiuig Struetur ii and Forensic Engineers em= 4;-_'+ --- -_ _ __avec:=: __- . _ ..- _ - _ �.:_'1.. -. - ._ -- _ - - _ __ ---.7.f,•-:-.,,,,,,,_._-_�_.. _ __ -_ 2--,L1 ,--------,---:-_ _ _ _ IronRulge June 16,2014 IronRidge Juae 16,2014 Mr.David F.Taggart Page 7 of I I Mr David F. Taggart I'agc 11 of I I IronRidge XRIO Rail.Roof Flush Mounting System-Structural Analysis IronRidge XR10 Rail.Roof Flush Mounting Systein-Simon:.il Analysts Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes-'Gtbulated values are based on the following ei iten,r XR10 Wind Ground Snow Load Rod Speed 1. 13uildmg mean loof•hcight r 30 R Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 2. Risk Category I psf psf psf psf psf psf psf psf psf 3. Solar module long dimension=67.5 in 100 59 59' 55 -49 43 39 35 33 31 29 4. Piovide 2 in.clear between tool and mil 105 56 56 55 49 43 _ 39 35 33 31 29 5. End cantilever span(max)=0 40 x maoiumm span Iiont above tables 110 54 54 54 49 43 39 35 33 31 29 6 No rail splices in end spans Category 120 49 49 49 ' 49 43 39 35 33 31 29 7 No tail splices in middle 1/3 of inlenot spas r B 130 46 46 46 46 43 39 35 33 31 29 8. Single simple span(s). Spans listed in the tables abovemay be multiplied by 1.08 air 140 42 42 42 42 42 39 35 33 31 29 continuous rails o1'3 of mote spans. 150 40 40 40 40 40 39 35 33 31 --29 160 37 37 37 37 37 37 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 associated hat(twit e.me installed 100 50 50 50 49 43 39 35 33 31 29 in a workmanlike manner in accordance with the"Ironkidge Roof Mount Installation Manual"by 105 48 48 48 48 43 39 35 33 31 29 honRidgc and generally accepted standards of construction practice.Additional int itnation is 1)0 45 45 45 45 43 39 35 33 31 29 available at the lionRidge web site,t ronRidge.com \retit e:Ilion of I'V Module capacity to summit 120 42 42 42 42 42 39 35 33 31 29 the loads associated with the given array shall he the responsibility of the COM'ado'or goner and Category 130 39 39 39 39 39 39 I1 35 33 31 29 C 140 38 36 36 36 36 36 35 33 31 29 not honRidgc or Starling Madison'animist _ 150 33 33 33 33 33 33 33 33 31 29 ' 160 31 31 31 31 31 31 I 31 31 31 29 'flee adequacy of the supporting roof flaming is to be determined by others. 170 29 29 29 29 29 29 I 29 29 29 29 , 100_ 46 46 46 46 43 39 - 35 33 31 29 105 44 44 44 44 43 39 35 33 31 29 Please feel free to contact me at yam convenience if you have any questions. 110 42 42 42 42 42 39 35 33 31 29 120 38 38 38 38 38 38 I 35 33 31 29 Dnieper/ 130 35 35 35 35 35 35 ( 35 33 31 29 - ',> 140 33 33 33 33 33 33 33 33 31 29 Respectfully yours. 140 31 31 33 33 33 33 31 33 31 29 ',.� s �" !' —� 160 29 29 29 29 29 29 29 29 29 29 yti.S``S y 3VR4,,4 05\ du`edffig �n'41. ��,(r \ 170 27 27 27 27 27 27 27 27 27 27 ' '" 11#14i x'1..8 11CS\\ratltCt,P L' r i')!(3 Notes-Sea page I I Design Division Manager �1( L", O 9Q7953 `s`J' ) • 4 Starting Madison Lofquict,Inc. Consulting Structural and Forensic Engineers Stirling Madison Lofquist.Inc. Consulting Structural and Forensic Engineers -7. -)1-