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Home My WebLink About40425-Z ��`��FQI�CpG� Town of Southold 7/11/2016 . 3 � P.O.Box 1179 a °' T 53095 Main Rd �y�0 ap�� 'Southold,New York 11971 �r�� CERTIFICATE OF OCCUPANCY No: 38388 Date: 7/11/2016 , THIS CERTIFIES that the building SOLAR PANEL Location of Property: 21�755 CR 48, Cutchogue SCTM#: 473889 SecBlock/Lot: 96.-1-18.2 Subdivision: Filed Map No. Lot No. - conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/19/2016 pursuant to which Building Permit No. 40425 dated 1/22/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for � which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Taylor,Robert of the aforesaid building. � SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40425 03-30-2016 PLUIV�ERS CERTIFICATION DATED "- —�"—�� Authorized Signature o�SUFFot�,co TOWN OF SOUTHOLD �,� G� BUILDING DEPARTMENT � � TOWN CLERK'S OFFICE o • � SOUTHOLD, NY �,�pl � �a�'� 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#: 40425 Date: 1/22/2016 Permission is hereby granted to: Taylor, Robert PO BOX 462 Cutchogue, NY 11935 To: �nstall roof-mounted solar panels on existing single family dwelling as applied for. At premises located at: 21755 CR 48, Cutchogue SCTM #473889 Sec/Block/Lot# 96.-1-18.2 Pursuant to application dated 1/19/2016 and approved by the Building Inspector. To expire on 7/23/2017. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 B il ing Inspe or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT , TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC� 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 enb neer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For esisting buildings (prior to Apri19, 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 � r Date. New Construction: Old or Pre-existing B ilding: (check one) Location of Property: 1� � House No Stre Hamlet Owner or Owners of Property: � Suffolk County Tax Map No 1000, Section Block I Lot • O 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: $ v 6 I Applicant ' na re � �� `S �o��pF SO!/Ty�lo Town Ha1lAnnex Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 G • �Q roqer.richert(a�town.southold.nv.us Southold,NY 11971-0959 �' olyCOUNT`l,�`� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. TaylOf Address: 21755 CR 48 City: Cutchogue St: New York Zip: 11935 Building Permit#: 40425 Section: 96 Block: 1 Lot: 18.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: �BA: Level Solar License No: 51859-H 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 A/C Condenser Smgle Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock E�t Fixtures TVSS Other Equipment: �2.3 KW Roof Mounted Photovoltaic System to Include 41 - LG 300 W Panels, and 1-SE 10,000 Inverter Notes: Inspector Signature: Date: March 30, 2016 Electrical 81 Compliance Form.xls �� — — ---- � hO��OF SOOjyolo r = � ��'� � � -. �6 ,� �' . �� °�y�o��m,N� � - � TOWN OF SOUTHOLD BUILDING� DEPT. . � 765-1802 � - IN�PECTION � [ ] FOUNDATION 1 ST [ ] ROUGN PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION � [ ] FRAMING / STRAPPING [ ] FINAL � [ ] FIREPLACE & CHIIIOIINEY [ ] FIRE SAFETY INSPECTION � � [ ] FIRE RESISTAIdT CONSTRUCTION [ ] FIRE RESISTANT PENETRA�IOM � - [ ] ELECTRICAL (ROUGH) [�] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARI(S: �4�0/� L-'�L�� -�/� � �� f5� � . , DATE � ��' �� INSPECTORC� . t9TAti OF'FIC�S � Sandy " Layton . e n � i n e � R s . ., St. Gecarg�, - � . _ Pro�ectNumber: U1521-0955-161 D �� Apri122,2016 � V Level Solar J�� _ 8 2�ti6 90 13'h Ave. Suite 8 , Ronkonkoma,NY 11779 ATTENTION: Eric Negron BITILDING DEPT. TOWN OF SOUTHOLD I3E�+E1�1�1C�: �arbara Taytor Residence: 21755 Route�r�,�utchogue,N�'11935 Solar 1'anel Installation Dear Mr.Negron: Per your request, we have revie�ved photographs and a post-installation checklist for the above-referenced site. Based upon our review, rt is our conclusion that the mstallation of solar panels on this existing roof occt�rred in accordance with the buildmg code and our original requirements as stated in a letter dated January 11, 2016. Rafter size and spacing has been verified to match the original design. Water damage , was not encountered during work on and under the existing roof. No pre-installation splits, cuts,brealcs,or visiUle saggmg was encountered in the exishng roof fi-ammg. After installation was complete, it was verified that all roof-penetrating fasteners actually penetrated into the roof framing and did not visibly split the framing members. No existmg damage to any existing structure was discovered and no damage was caused to any existing structure during mstallation, accordmg to the installer. All roof penetrations were sealed and flashed as a means of waterproofing. Otu- conclusions are based upon our review of the photos and a checiclist prepared Uy the installer. This letter does not waive�the installer of any responsibility for improper installation. As stated m a previous letter, our conclusion regarding the adequacy of the existing roof is based on the assumption that all stnict�iral roof=coinponents and other supportmg elements are in good condition and are sized and spaced such that they can resist standard roof loads. We hope this meets your needs. If you have any further questions regard'uig this matter, please call this office at your convenience. � Very tntly yours, VECTOR STRUCTURAL ENGINEERING,LLC ,��OF NF�'Y ��P��p, �. A��,� � 22 APR 2016 ,� � �„- 9 � � � � _ ,,� a �' , _ . � m -� w Z � ' tu � � N�� 2z�89-1 ��• QFFSSiON�`� Roger T.Alworth,P.E. ' � ' ' Principal � - , � � NY Firm License#. COA 009721 � , , RTA/klr - 9138 S. State St., Suite 101 /Sandy, UT 84070 I T (8Q1) 990-1775 I F {801)990-1776/www.v ctorse.com �� k'IELD 3I�S'�'��C��7�,E�'O�x AA� . . CO � � � ; . � � ---- . . � � � �UUI`FD,A��Ori(1ST� . , , , � • . . . . . � � � � r r��wMr��w�*�p�T��Y��Y�� . ' , ` ' • � � , ' � � FOYTl�ID�,'I`S4N(2NJ�) . 1-�� • � . , , . � O , , . . , � , � . . . � y ROU�x��rr�& , . � .. � � PLUMBTT�I'G — , ' ,.--- . . . , � ,,. . - • • . • � , • - • , C G� . � � � H TN�ULATZON P��N,'�', � , � STATE�NERGY�0�� , , � , . ' � � _ , . � ' ' �INA� • . � . . . , . . , ' � � � � ... , � � � � Co ' � � � '. ., _ � ' � � � Co �b ��'lo 'C r . .. , . . . � z — � .� ,. , ' . . � , o� , , . , . , ` . . � . , . � , . � , °�1 � , , , . . , . . . W � . � � - � � z . ' � � ' . ' �� . ' • 1 � • , � � ' y � , ' ��,,,/// �.. - � � �� ' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followmg,before applymg� TOWN HALL Board ofHealth SOUTHOLD�NY 11971 4 sets of Buildmg Plans TEL: (631)765-1802 Plannmg Board approval FAX: 631 765-9502 Surve � � � � Y SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. ' Trustees C O.Apphcahon Flood Penmt Exaznmed ,20__�__�Q Smgle&Separate Storm-Water Assessment Form �� Contact: Approved 2o Ma�l to:Level Solar Disapproveda/c 90 13th Ave Unit 8 Ronkonokoma, Phone: 631-285-2557 NY 11779 Expirataon ,20 f f. �, i�, i �, ; , , Bu ing Inspec ;� � �� _ , �� j� -.� � ! I i LICkATION FOR BUILDING PERMIT � i . ' Date ,20 , i ,, , - �, J A N 1 5 2016 I INSTRUCTIONS apphcation.11rLIJ.ST comp etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate,plot plan to scale.Fe according to schedule. � b.Blot plan showing location of lot nd of buildmgs on premises,relationship to ad�oming 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 pemut shall be kept on the premises available for inspection throughout the work. e.No buildmg shall be occupied or used in whole or m part for any purpose what so ever unril the Building Inspector issues a Certificate of Occupancy. £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 pernut for an addition six months.Thereafter,a new pernut shall be required. APPLICATION IS HEREBY MADE to the Buildmg Department for the issuance of a Buildmg Pemut pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construchon of buildtngs,addihons,or alterations or for removal or demolition as herem described.The applicant agrees to comply with all applicable laws,ordinances,buildmg code,housing e,and regularions,and to admit authonzed mspectors on prenuses and in building for necessary mspecttons. i l � ignatur f ap i ant name,if orporarion) 90 13th Ave Unit 8 Ronkonkoma, NY 11779 (Mailmg address of apphcant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Agent Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Richard Keiser (Name and title of corporate officer) Builders License No. 51859-H , Plumbers License No. Electricians License No. 51858-ME ' Other Trade's License No. 1. Locatio o ic r sed work wi he do e• • � ouse umber treet Hamlet County Tax Map No. 1000 Section Block Lot I �' b Subdivision Filed Map No. Lot 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 Solar Panels (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6 If business,commercial or mixed occupancy,specify 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 enrire 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-b aded?YES_NO_Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 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.PERNIITS 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 ) Amy Depietto, Level Solar bemg duly swom,deposes and says that(s)he�s�applicant (Name of individual stgning contract)above named, cNv�„�0��`�� (S)He is the A ent \�5 �� 9� �� (Contractor,Agent,Corporate Officer,etc.)��,\�,�S�'�FO�-��` �� 0• ��•�J� of satd owner or owners,and is duly authorized to perform or have rmed ��aicY;yv�Q��nd t ake and file tlus applicahon; that all statements contatned in this application are true to the best of his I�i'�dber�h°d belief;and that the work will be performed in the manner set forth m the apphcarion filed therewith. V�ia�� Sw' t ' f�re me thi �ay u c igna o pp ica Scott A. Russell ��°su�� '7C'�0�]E�.I��l[��VA\'7C']E]E� sv��RvasoR � � l�v](A\1�A\cG�lEl��l[]E1v'7C' SOUTH�LD TOWN HALL-P.O.Box 1179 0 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of Sou�h old �o� �� CHAPTER 236 - STORIVI�IVATEI�MAI�AGEMENT WORI� SHEET ( TO BE COMPLETED BY THE APPLICANT) �� x� ��c��c� ��o�� o� � ��o��: Yes No (CHECh ALL TH.AT APPLY) � ❑�A. Clearing, grubbing, grading or stripping of land which affects more ❑�than�5,000 square �feet of ground surface. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�. Site preparation on slopes which exceed 10 feet vertical rise to 100�feet of horizontal distance. ❑�. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑�. Site preparation within the one-hundred-year f loodplain 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�vith your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 23G does not apply to your project. If you ansNered 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�vith your Building Permit Application. APPLICANT- (Property Ou ner,Design Profe:sional,Agent,Contractor,Other) S.C.T.1�. #: 1�� Date �� o�«,�� ,a � I „�,�,,E Level S r � Sectton Block Lot **�`*FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 31-285-2557 . zrsr�-v�„�n Reviewed By: � ,� ry�y' e �� — — — — — — — — — — — — — — — — _ _Date_ �� Pro ertv Addi- as/Location of Construction Work• — — — — — — — — — — Approved for processm�Building Permrt. Stormwater Management Control Plan Not Required. � Stormwater Management Control Plan is Requn•ed. (For��ard to Engineering Department for Revie�vJ FORM # SMCP-TOS MAY 2014 Mar 11 2016 10:36AM Level Solar 6312852558 page 2 , � ��ryo � . ,�o � _ __ ; Town Ha11 Aluiex � � � Telephone &i1}765-1Ba2 - I 54375�Road P.4.Box 1179 . - � � �� e . i So�old,NY 1197I-0959 {��ti� � � �� - I �A� � , i- I BUILUING DR.PART�1' " � TE}Wl�017 3Q�'Ti�OI�D � BU�DIl�1G DEPT. ; � APPLICATI�M FG�R�EL��TRICAL. �idSPECTI�oF 50UTSOLD � - . � ; REQUESTED BY� � , �,� l�L�.. pate: ( . . � , Compa�y Name: � � � Name: ` � I �ioense Na.: ddress: Phone Na.: ' r ; . � JO�SlTE IN�ORMATIOM: (*fndicates required inforrr�afion� � * � � � r� � t Name: t,� *Address: - I *Cross Street: � ` fPhone No_� �D� j-- �'�C�'� i � Permit No.: l�0 T"ax�Map D�stricf: 4000 _ Secfiat�: Block: �.ot: - � i `BR1�F� CRiPT10tV OF WORK tPlease Rrint �lea�iy) � - ' � !1 ��Sd 1C� J' �3�0 �U � .� , I �S --�1 � � . �Please Cfrcle All�'hat AppIY) I '"��jab ready for inspection: MO Raugh In Final ! *Do�you need � Temp Certifcate: _ y�g �p - . � . � Temp Informatior�(If•needed} � � � '�Servipe SIZe: 9 Phase 3Phase �QO 150 200 3Q0 350 , 4QQ Otf�er *New Se+rv�ice: Re-Qonnect Urtdergrou�d Number of Me#ers Change af Service Overfiead ` Additionat Ir�€ormafian: PAYMENT DUE WITH �PPL1CATiON . . � ,82�eqttest�or InspeCtlon Fotm i r Mar 11 2016 10:36AM Level Solar 6312852558 page 1 ' .;. � . '��, �: .�; . � .. _��., / :; , , n. . fi• . . i�c�: ' � ,,k. i!� � " :;_ , ,�, . , r„ �f, » . �, '"'_" �.._" "' ' � , r ' _' � �� For: ; Sue - Building Dept ,,.� _....�- ------ ----- --- - r -�--- ---- ---- . ------ - � 765-9502 ;�. ' �:� �- Fax number: h'�, i _ � _�- —� ._-. __`___ .�-._ -..�- '__._.__ , �. "� �'_.. .. (_ ��__. �_��_.� ��_ .�..� _ �__ ._'.-.___ _ _ -_" �,��• � � � ' LevelSolar ��'" From: Jamie - _ � � �- � - -- ----�� -----� --__.. � - Fax number: ---�. _ � 631-285-2558� ___ --- ----- --- ----- --�- -•-- ------ � - ' __.._ �_------- ---- - � -� Date: ; 3/11l16 _.__ ___ _..__ _ ' ��` :=�,, : ; .. . - -- ----- , ...--- .. ._. .._..__. ._ . ,. � . .-'�� Regarding,--- i Barbara Taylar ,--- ---- ---- -- - ^---- _. __ ---_ �.•��" '�� - -- --- -... f pages: -- � 2 includin� cover-- ... -,--- - � � Numbero ; --..._. _.--- ---�-- -�-- �-- ----- ----- __ . , ` 7,` _ Comments: --._y. ._ -j.Hello Sue! .. ,.;},° , , . ?. F i � , '�t "' ` , ;:;",.;� i Per your request, please see attached electrical �r ` app for Barbara Taylor on Route 48 scheduled _ , ' _ ,F�� with Ro�er on Wed, March 30tn ' �f�� j -,•n.,, '�r:,,�f�� i i ,. ,�'��;�3p, � Please let rne know if you need anything else. : , ,' " � : �'�:- � . ,, . �.`M;. � '. - ;•�;;r_ = Have a �reat weekend! ~r�; ; Jamie O , ' -�;c; i , . f°< < ., =sF � " [f' � � ' . "{� I >'s� F,-' ./ +'1 �o��pF SOUlyol Town Hall Annex o Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ol,� ��Q COUNT`I,� April 12, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Level Solar 90 13th Ave, Unit 8 Ronkonkoma, NY 11779 Re: Taylor, 21755 CR 48, Cutchogue TO WHOM IT MAY CONCERN: The Following items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification required from an architect or engineer stating the panels were installed per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. P�U11lIJ@C'S SO�dG'1' Cel'tlf Cat@. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. �ToWr, Trustees#�ss-�s92� Final Planning Board Approval. (P�anning#�ss-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 - 40425— Solar Panels CONSENT TO INSPECTION . 9��'.�`�� 1�f/LOo� ;the undersigned, do(es)hereby state: , Own (s)Name(s) . That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at -z o��. 4�, G�-�}��y�F , which is shown and designated on the Suffolk County Tax Map as District 1000, Section pq(p ,Block�,Lot � G a QQ� That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: 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. • t � / Dated: � �p .;�� /�l�rC�. �G�� `�' (Signat re) � • � ��C�i� �G� � . " (Print Name) (Signature) � (Print Name) � '�-5-`r"'�. 1�.. __ _ ____ � :.-._'_�_�._ j_"_ . __-._�.{.�-e.-e....�_�� -Y��'--�-^e—�._�.__.�..__�.�._�.-_�—s^fr-_.___ _�_`_ _ '.�� _"_ ' � _ _ �� i � r • _•_ � -� � .'�� . '. , ' - , ' � ,. � .., ..L`l�..a..1 ��tL,1j,� ' :..�� F , 7 +� � �,�._.��,,,e,�"=.�:.�"�t_:ary�.� ,� "•r-" ' - " ' C�,v,yx,�.f_�.,`_.�.t_�. .�'sC'_'�w:'. _ 4 . y- � ,��•''-'-.;�'Y'"'�, � ,� . FF�� G.:a -_- / �f , .=�� --,-�-_ TOVi/�l- =0F 'SO4JTHOLD PROPERT�Yr �.ttEC�RD .CARD �v��zs � �� :. -� �� ,. / � /..�� , ! _ - . OWNER STREET a+ ��` f VILLAGE ' ' ' DIST.� -�5 B LOT �� , ; �0��" � �-.i" �-Fi�..� _. '� ` � ' „ �p r � ' k ` c�. �r � � .�� .�� _ ��. �v 1��a � v � 0 �r �t�s� ��c�� - �4 i� FORMER OWNER , N N , I E - , � �R. a , ' "'� • . '•�` � '-t'��`�-r'G� r7 �I;;t�� .; q� � �.� c�i w,�to 5"t�',� � Y.' 1f:'!F-i c:� � ''" ! ,�J l�� • � `�� =�'-��1,, �j�(; S W -'' TYPE OF BUILDING ' • - .• '�.� � 1:��..r--�- � � _ ,f��1�-� �' .r�'��.c�� .�=� ` .��'.�'; ,�,�. � `• l�.�i =i 1�1��t.�. i'1 c�.� �� J �� 1 I ` � ,P e ��s�1.��' r- . . . , . RES.�'-�, � � SEAS. VL. i FARM COMM. CB. MISC. Mkt. Valu@ , .-,�� a LAND IMP. TOTAL i DATE REMARKS �'• �� '_ � ' � " - �� F �/ �`9!r �- b b I � � ;� �? 6 0 � . . . , -- _ '��'��:. 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Le,��al N�atz a�id Ad��ss o�'Ins�a►eci�Js�stc�et adciress o�ilv) l�i.�3usi��ess Te�ep�iuiqe NtuuU�c°a#`�Sisureci LEVEL SOLAR INC (631)285-2555 236 WEST 30TH STREET SU ITE 600 Ir.I+�1'S Uae�aa}�lovnaent Is�siu�nee�aipio}•erEtegistrsrotiQ� NEW YORK, NY 10001 NuEuubegofYnsured Id_Feder:�l Emplarer ldenti�eatiai�Ntuuber ok Ts�siu�d ar Svcaal Se�aret��x�nbes 464-06-0893 2. N�iai�asid:�ddeess of tlie Lntity R�ues�ing Proof of� 3a.Na�u�of��$ur�uice C arrier Co�e��e(Entit}�Beutg�.isted as tl��Ce�,t��i�ate H�lder} NE�14�YORlt STATE INSURANCE F11 ND Town of Southold 54375 ROute 25 3b.P�licyl�wiili�rof��tit�;listed'uttio�"la'�: Southold, NY 11971 DBL 6430 71 -5 3c,�'alicy�#'�ectt�'e�lefiRd: 12/18/2015 .�� 12/18/2016 4.�a�icy c�`ecs: , a.� .'��P�6�1�4x11�1IO;i@i'S�t11�1�U}^E�S�II��C Uil��'t��Nz1v XOS�:AIS.9U�lltli��R��7,�5�31Y i�.D t�uly tLe fal�rn��n��class ar class�s off��i�e��loyei's�n�loy�.?a�s: Chtide�,p�ual�of gx.njau}r,I c�i�tafy tly�t I�m a�aaui�oai�ed�pres�t�liw e�ar lieensed ag�ut af the insttr�ice ca�nYer ref�r��cad aba�e� and tlaa6 Plie eli7iued'uLitu'ed has NYS$]isabili&y Benefits u�5ttr9iice c��erige�as described abor•e. Date Si�a�ed 01/11/2016 g� ��`�` �� ,J oseph' J'.�h/l asia_ ' (Sigretuie of ireurdnae m rriers authorized repiesertatiue of hPVS Licersed,irisura rce F�errt of thet irswanoe m rrier) � � } �� irector of Disa'bility Benefits'I�nsurance �� - � � �� * Telc�al�oue�Tamber (866)697-4332 T'tIz � F.lSPt1RT?.\'T: Tfba�["•i�"is cUecked,and tlns fonn is signed by tl�e insurnnce c�uriei's autd�rized represeataoi�r ar I3YS Licrused Iue�erance Agrnt of��il carrier,this cecti�icntr ie COh6PLEIE. \fnil it dirocQy tv tlee cr�tificnte halder_ If bax'-�Er is e1�eeFas6.tt�i�C�iFca�z ns NU'�CUh�iPLE'F�for putposzs af S�c�Fou 3.4.5ubd.8,o-f d►e Di3ability Fiee�fits Law� It�uust ir�nt�i�ed d'Qr. eompletinu ro d��ti'aekers'Compensation BaucL��Pi�ns�etepta��ea ltnit.�0 P.u�Soeea�.Albany.�atit Yo�l:12207_ PART Z.To be eom�leted by NYS Worke�$'��r�peeasati�n Board(Or�lg►if box"+�b"Qf Part� haS be�n eheek�d) State Of New Yark V1!'�rkers'Camper�sa�ion Board �lt^CdR�lil�t4 lIYFO1T118�1011 AllRlllila]1C�I l�4'Ril�NYS 1�r0I�:�15�Compeus,�alion��aacd,tV�aUace-nan�ec�emplo}�e�r li.�►s eompGed uztl�ol�e I�"'�'S Disabilit}B�ue2its Latit i�e�h resgect ta all of lusfher emplo��es_ Aate Sigi�ed By� (S9gas9mre o�A'YS�kTosC�er�'Com�tsation Boai[t Em�loyce) Telepl�cn►e s\Tu�ber T�tle Pte�se I�c�te:Qaat}�in�iu�sbce eaniei•s lices�sed��x�;�site NYS disability beiie�its yn�eu,��ce palicaes�aad N1'S licei�sed i�si��a��a�en�s af diose iwstn:siace cairiers are aiitharizerd to issue Fo�in D�-fl20.1. Insuranc�brvkers are i�dT�attllorized tc�issue this fann. nB-124.1(5-fl6) Certificate Number 356186 New York State Insurance Fund O Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y 10007-1100 Phone (212)587-2154 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 464060893 LEVEL SOLAR INC(A DE CORP) 236 W 30TH ST,STE 1000 NEW YORK NY 10001 POLICYHOLDER , CERTIFICATE HOLDER , LEVEL SOLAR INC(A DE CORP) TOWN OF SOUTHOLD 90 13TH AVENUE 54375 ROUTE 25 RONKONKOMA NY 11779 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE M2317 408-9 192741 12/11/2015 TO 12/11/2016 1/11/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2317 408-9 UNTIL 12/11l2016, 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 12/11/2016 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 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 . d-� � �M� � DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on ourweb site at https//www.nysif com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER. 981609909 U-26.3 . � ' . . . � . ' ' "�� ,,�.;, , �',b SUFFOI.K COUNN DEPT OF LABOR. . • � ' - � UCENSING&CONSUMER AFFAIRS HOMEIMPROVEMENT "�"`' CONTRACTOR • r .,�i.�r� .� ' C NS� � t'` � RICHARD KEISER ' 'e ~ }� This certifies that the B�'SNESS NA6f6 "' � . bearer is duly �EVEL SOLAR INC . , licensed by the , - `County of Suffolk �ktM�W.t*DM o.,.,,,�„ , /J' /�� 51859-H o�i�si2o13 ' TlQ%�//R I��!( �� ComAaaionr E��^�� 06101l2017 ' .� � . � ' ' . • � �� `� SUFFOLK COUNTY DEPT OF LABOR, r ' • ��' .A p � .� LICENSING 8 CONSUMER AFFAIRS ' F a �" z": • f1AASTER " � � . �a.:.x.� .W::�� ''�� '� " �";'r`y�"� � � ELECTRICIAN . �n}� ��;d�,�� ' N.lE �'�� SHAWN RANALDO , ,�^�°.'. ' _� Rn . This cefifies that the B1.5NE49HRYE bearer is duiy ��EL SOLAR INC licensed by the ' County of Suffolk �k•�••'""eir a�.nA..e " r� �j - 51858-ME� os��isno�s •T!?l.5�/lRl�i� - _ 'Cmm�iaannv Eutu^p.On`� 0��2017 � r:. � } • t � � � . t � � Statement of Estimated Cost � �arbara Taylor Number of Modules: Missing Module Power (W DC): Missing Array Size (kW DC): Missing Cost/kW (DC): $4.879 - ' Total System Cost: $Missing . , � Town of Southold Building and Solar Pern�it Application Pack �. Customer: , Barbara Taylor 21755 Route 48 Cutchogue, NY 11935 (631) 379-8659 . Tax ID: ' 96-1-18.2 Contrac�tor: Level Solar � 90 13th Avenue, Suite 8 Ronkonkoma, NY 11779 � (631) 590-4000 , Document Copies 1. Building Permit Application 1 2. Certificate of Occupancy 1 � , 3. 1 st Page of Storm Water Application � 1 4. Electrical Inspection Form 1 5. Land Survey 1 6. Insurance Pack 1 t ' � �a�P'��Ei��a�$� �$�� DATE: �.p.#� S�' F�E: U •� �y: ELECT�IGAi� i�UTlFY �t.lILDI�'�G DCPI�RTM qT OIV$PECTIO(V REQUIi�� 76,-��02 t3 A�A i�� P� �OR �HE , FaLLC7�ii�"C ll��E'��?�6C�NS: $. �c7UP�1Dl�j,IOP�! - i�tC� REQUIR�D F�R ��JURFD CC�N��R�TE 2. R�.�t1c.�H - FRAMIN� c� PLi.IP�f�IfVC� �. liJ aULf�'f!C3�V ' `�. F�'�°'��- � �"��;��+�T�� usT RETAIN STORM WATER RU�NOFF E3� CC��1�r Lf�?� �;'��=; �.p. PURSUANT TO CHAPTER 236 � �t.�. ��n�s�s��d�;��car�� i-�s�i.� c��° �w� OF THE TOWN CODE. ��Qc�r��n��v��:� c��-;��4�a�cs or��v� voE,« ��,�rc. s��c�r ��sE��r�s�� o� � DESICi� Oi� C�ii��1'C�UGZIQ� ERRORS. . COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �61�H6 S61�16tB�@Wi'�fi�dSTEE�" f�S-BE.2-- OCCUPANCY OR . USE l� UNLAUVFUL . VVITHOUT CERTIFICATE � OF OCCUPANCY � ' UT/�H OFFICES Sandy � Layton e n � i n e E R s St. George ProjectNumber: U1521-0808-161 January 11,2016 Level Solar 90 13'h Ave. Suite 8 Ronkonkoma,NY 11779 ' ATTENTION: Eric Negron REFERENCE: Barbara Taylor Residence:21755 Route 48,Cutchogue,NY 11935 Solar Panel Installation � � Dear Mr.Negron: Per your request,we have reviewed the-attached calculations and photos relating to the installation of solar panels at the above-referenced site. Based upon our review,it is our conclusion that the installation of solar panels on this existing roof per the attached documents and in accordance with Ecolibrium Solar's and Level Solar's installation requirements will not adversely affect the structure of this home. We have found the calculations to be in accordance with the 2010 Building Code of New York State and ASCE 7-05. This conclusion is based upon the fact that the additional weight related to the solar panels is 3.5 psf or less. In the area of the solar panels,other live loads will not be present. Regarding snow loads, it is our conclusion that since the panels are slippery and dark, effective snow loads will likely be reduced in the areas of the panels. In addition, it is our conclusion that any additional wind or seismic loadings related to the addition of these solar panels is . negligible. The solar panels and attachments have been designed to withstand 125 mph design wind speed (3-second gust). Solar panels will be flush-mounted, parallel to and no more than 6" above the roof surface. Installation of the solar panels must be performed in accordance with Ecolibrium Solar's and Level Solar's , installation requirements. Attachments to existing roof joist or rafters must be staggered so as not to over load any existing struch�ral member. Particular attention must be paid to the maxunum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by Ecolibrium Solar'is allowed only where the building type, site conditions, and solar panel configtuation match the description of the span tables. Water proofing around the roof penetrations is the responsibility of others. Electrical engineering is beyond our scope. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engmeering assumes no responsibility for improper installation of the solar panels. Our conclusions are based upon our review of the photos which indicate that all structural roof components and other supporting elements are in good condition and are sized and spaced such that they can resist standard roof loads. Roof framing type, size, and spacing are as indicated in the attached photos and drawings by Level Solar. , We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. Very tnily yours, �(�C�F �FW VECTOR STRUCTURAL ENGINEERING,LLC �,�P��P T. qC� �" 11 JAN 2016 �r Q.� � 'A '� - r it � Roger T.Alworth,P.E. c'� � � , Principal Z =` � � " _;` p � _ NY Firm License#:COA 009721 �� d2j49-� ��\ Enclosures oFFS S i ON P�' RTA/klr 9138 S. State St., Suite 101 /Sandy, UT 84070/T(809}990-1775/F (801) 990-1776/www.vectorse.com N sca�e: 1"=12' LEGEND NOTES Any plumbing vents through roof are not to be cut or covered over during solar �0 12 24 � Electrical meter and installation.Any modification or relocation of vents will require a plumbing permit and estimated inverter location , inspection. .��F ��ly STRUCTRUAL ONLY ��p� T• A�� r 11 JAN 2016 �p ,��. O,A ,� NY Firm License#: � a r � COA 009721 ROOF 4 � �y�� a� m - �` � _'� , w � '�� ,�w ROOF 3 ��o �s2149�� \ O O � �°'�Fssior��'�'� � 0 o � ROOF1 D ROOF 5 � Driveway ROOF7 SYSTEM INFORMATION Roof Distnbuited Weight/Loading L EV�L S O LA R (see additional detads in engineering calculations) Name Slope(deg) #of mods Weight(psf) points(Ibs) 844-GO-LEVEL SERVICE@LEVELSOLAR COM Total#of mods 41 Roof 1 20° 4 2.5 21.8 - Module type LG 285S1C-G4 Roof 3 32° 15 2.5 21.8 SITE PLAN Module size 285 Watt Roof 4 20° 11 2.5 21.8 122012-Barbara Taylor Module weight 37.48 Ibs Roof 5 23° 8 2.5 21.8 21755 Route 48 Module area 17.65 sq ft Roof 7 20° 3 2.5 21.8 Cutchogue, NY, 11935 V1 ROOF PROFILES Profile A Solar Panels ROOF 5 Profile A ROOF 4 Profile A 0 � a = , , 0 � � 2x8 Rafter Members @ 12"O C. �l.J , � d ❑ ROOF 3 Profile A � RooF 7 LEGEND AND NOTES Profile A t�" � 18" CLEAR ACCESS PATHWAY 1. ATTACHMENTS TO THE EXISTING TRUSS TOP CHORDS OR RAFTERS MUST BE STAGGERED SO AS NOTTO OVERLOAD ANY EXISTING STRUCTURAL MEMBER - 2. MAX HEIGHTOF PANELABOVE ROOF SURFACE NOTTO EXCEED 6" 3. THE PLAN IS NOT TO SCALE �oF ��L(/ STRUCTRUAL ONLY 4. ALL INSTALLED ROOF SURFACES HAVE BEEN INSPECTED AND FOUND TO '�� A T• A�� y 11 JAN 2016 ROOF 1 HAVE A SINGLE LAYER OF SHINGLES. �� ,,� LO,� ,� NY Firm License#: Pt'OfIIe A � Q �� . * � COA 009721 L EV E L S O -LA R n � ;< �V � 844-GO-LEVEL SERVICE@LEVELSOLAR COM N �-c-��L� �w ROOF PLAN �o,o �B2 y�g.1 `a�` 122012-Barbara Taylor R�FFSSIO�P�� 21755 Route 48 Cutchogue, NY, 11935 V1 o �� li`�J L�`� Customer Information: Name Barbara Taylor Address 21755 Route 48 City, State, Zip Cutchogue, NY, 11935 Design Information: Number of Faces Used 5 Exposure Category C � Wind Speed 125 mph Ground Snow Load (Pg) � 30 psf Occupancy Category II Importance Factor (I) 1.0 Topographic Factor(Kzt) 1.0 Thermal Factor for Snow Load (Ct) 1.2 Exposure Factor for Snow Load (Ce) 0.9 Effective Wind Area 10 Solar Array Details: Number of Modules 41 ' Module Type LG 285S1C-G4 Modules Size 285 W Array Size 11.685 kW Module Weight 37.5 Ibs Module Area 17.65 ft. sq Optimizer Type P300 Optimizer Weight 2.1 Ibs Roof Type Composition Shingle Mount Type Ecolibrium Solar � Attachment Weight (Leveling Foot and Comp Mount) 1.98 Ibs � V1 �� Surface Information: Roof1 Members Type � Rafter Roof Pitch (deg) 20 Members Size(in) 2x8 Least Horizontal Dimension (ft) 30 Members Spacing(in) 12 O.C. Average Roof Height(ft) 30 , Edge and Corner Dimension (in) 36 Number of Modules 4 Number of Optimizers 4 Estimated Number of Attachments 8 Distributed and Point Load Calculations: (SolarABC's Expedited Permit Process for PV System(EPP)J Roof 1 Total System Weight(modules,optimizers, mounting system, etc.) 174.2 Ibs Total Array Area 70.6 sq.ft. Distributed Weight , 2.5 psf Weight per Attachment Point 21.8 Ibs Snow Load and Wind Pressure Calculation: (ASCE7-05Sections6-7J Roof1 Interior Edge Corner Flat Roof Snow Load (Psf) 22.7 22.7 22.7 Slope Factor 0.9 0.9 0.9 Roof Snow Load (Psf) 20.6 20.6 20.6 Net Design Wind Pressure Uplift(Psf) -25.7 -44.8 -66.2 Net Design Wind Pressure downforce(Psf) 16.2 16.2 16.2 Adjustment Factor for Height and Exposure Category 1.4 1.4 1.4 Net Design Wind Pressure Uplift(Psf) -36.0 -62.7 � -92.7 Net Design Wind Pressure Downforce(Psf) 22.7 22.7 22.7 ASD Load Combination: (ASCE 7-05 Section 2.4J , Roof 1 ' � Interior Edge Corner Dead Load (Psf) 2.3 2.3 2.3 Snow Load (Psf) 18.2 18.2 18.2 Load Combination 1=D+0.755+0.75Wdown (Psf) 33.0 33.0 33.0 Load Combination 2=D+Wdown (Psf) 25.0 25.0 25.0 ' Load Combination 3= D+S(Psf) 20.5 20.5 20.5 Uplift Design Load=0.6D+Wup(Psf) -34.6 -61.3 -91.3 Maximum Absolute Design Load (Psf) 34.6 61.3 91.3 Spacing Calculation: (EcoXProductManuolJ Roof1 Orientation: Landscape Portrait Zone: Interior Edge Corner Interior Edge Corner Max Spacing between Attachments(in) 56 44 33 44 30 20 Max.Spacing between Attachments Considering Rafter Spacing(in) 48 36 24 36 24 12 Max Cantilever from Attachments to Perimeter of PV Array(in) 18.7 14.5 10.9 14.6 10.1 6.6 V1 ., y , , . ... „ n ,. . . , . . . , �;.. � . „ . .� �� . . u . � � w : • . , �� . Surface Information: Roof 3 , Members Type . ` Rafter Roof Pitch (deg) 32 Members Size (in,) 2x8 Least Horizontal Dimension (ft) 30 Members Spacing(in) - 12 O.C. Average Roof Height(ft) 30 , Edge and Corner Dimension (in) 36 , � Number of Modules '15 � � Number of Optimizers 15 " Estimated Number of Attachments 30 Distributed and Point Load Calculations: (SolarABC's Expedited Permit Process for PV System(EPPJJ Roof 3 Total System Weight(modules, optimizers,mounting system,etc.) � 653.1 . Ibs Total Array Area � 264.8 sq.ft. � Distributed Weight 2.5 psf Weight per Attachm`ent Point • 21.8 Ibs � � - Snow Load and Wind,Pressure Calculation: (ASCE 7-05 Sections 6-7J Roof 3 • � Interior Edge Corner Flat Roof Snow Load (Psf) 22.7 22.7 22.7 Slope Factor � 0.7 ' OJ � OJ Roof Snow Load (Psf) ,15.7 15.7 15.7 Net Design Wind Pr•essure Uplift(Psf) -28.1 -32.9 -32.9 Net Design Wind Pressure downforce(Psf) •25.7 25.7 , 25.7 Adjustment Factor for Height and Exposure Category 1,4 1.4 1.4 Net Design Wind Pressure Uplift(Psf) -39.3 -46.1 , -46.1 Net Design Wind Pressure Downforce(Psf) ,� 36.0 36.0 , 36.0 ASD Load Combination: (ASCE7-05Section2.4) - Roof3 , Interior Edge Corner Dead Load (Psf) ' ' 2.1 � 2.1 2.1 � Snow Load (Psf) 113 11.3 11.3 Load Combination.l=D+0.755+0.75Wdown (Psf) , 37.5 37.5 37.5 Load Combination 2= D+Wdown (Psf) 38.1 38.1 38.1 Load Combination 3= D+S(Psf) , 13.4 13.4 13.4 , Uplift Design Load ='0.6D+Wup(Psf) -38.1 -44.8 -44.8 Maximum Absolute Design Load (Psf) - 38.1 44.8 44.8 - Spacing Calculation: (EcoXProductManualJ Roof3 Orientation: - � ' ' � Landscape • Portrait Zone: Interior Edge Corner Interior Edge Corner Max Spacing between Attachments(in) 54 50 50 42 39 39 Max._Spacing between Attachments Considering Rafter Spacing(in) 48 48 48 ' 36 36 36 Max Cantilever from Attachments to Perimeter of PV Array(in) 18.0 16.6 16.6 14.o 13.0 13.0 , V1 . . . . . ,. �.. . •� �.>+! �� " �a ` � "� . , . ' � , c �+ ' � � � . ��Li�J �� Surface Information: Roof4 Members Type Rafter Roof Pitch (deg) � 20 � Members Size(in) � 2x8 Least Horizontal Dimension (ft) 30 � Members Spacing(in) 12 O.C. Average Roof Height(ft) 30 Edge and Corner Dimension (in) 36 Number of Modules 11 Number of Optimizers 11 Estimated Number of Attachments 22 , Distributed and,Point Load Calculations: (So/arABC's Expedited Permit Process for PV System(EPPJJ Roof 4 Total System Weight(modules,optimizers, mounting system,etc.) 478.9 Ibs Total Array Area 194.2 sq.ft. Distributed Weight ' 2.5 psf � Weight per AttacHment Point � 21.8 Ibs Snow Load and Wind Pressure Calculation: (ASCE 7-05 Sections 6-7) Roof 4 � Interior Edge Corner Flat�Roof Snow Load (Psf) 22.7 22.7 22.7 _ Slope Factor 0.9 0.9 0.9 . Roof Snow Load (Psf) - � 20.6 20.6 20.6 , Net Design Wind Pressure Uplift(Psf) -25.7 -44.8 -66.2 Net Design Wind,Pressure downforce(Psf) 16.2 16.2 16.2 " Adjustment Factor for Height and,Exposure Category � � 1.4 1.4 ' -� 1.4 Net Design Wind Pressure Uplift(�Psf) -36.0 -62.7 -92.7� Net Design Wind Pressure Downforce(Psf) 22.7 22.7 22.7 , ASD Load Combina#ion: (ASCE 7-05 Section 2.4) Roof4 lnterior Edge Corner ' Dead Load (Psf) 2.3 2.3 2.3 Snow Load (Psf) , 18.2 18Z 18.2 � Load Combination 1= D+0.755+0.75Wdown (Psf) 33.0 33.0 33.0 Load Combination 2= D+Wdown (Psf) 25.0 25.0 25.0 Load Combination 3= D+S(Psf) 20.5 20.5 20.5 Uplift Design Load=0.6D+Wup(Psf) -34.6 -61.3 �-91.3 . Maximum Absolute Design Load (Psf) 34.6 61.3 91.3 Spacing Calculation: (EcoX Product Manual) ,� -Roof 4 Orientation: - Landscape ° Portrait Zone: Interior Edge Corner Interior Edge Corner Max Spacing between Attachments(in) 56 44 33 44 30 20 Max.Spacing between Attachments Considering Rafter Spacing(in) 48 36 24 36 24 12 Max Cantilever from Attachments to Perimeter of PV Array(in) 18.7 14.5 10.9 14.6 10.1� 6.6 - vi �� . . . . . ��l�fi�� Surface Information: Roof 5 Members Type Rafter Roof Pitch (deg) 23 Members Size(in) 2x8 Least Horizontal Dimension (ft) 30 Members Spacing(in) 12 O.C. Average Roof Height(ft) 30 Edge and Corner Dimension (in) 36 Number of Modules 8 , Number of Optimizers 8 Estimated IVumber of Attachments 16 Distributed and Point Load Calculations: (SolarABC's Expedited Permit Process for PV System(EPPJJ Roof 5 Total System Weight(modules,optimizers, mounting system, etc.) 348.3 Ibs Total Array Area 141.2 sq.ft. Distributed Weight 2.5 psf � Weight per Attachment Point 21.8 Ibs Snow Load and Wind Pressure Calculation: (ASCE 7-OS Sections 6-7J Roof 5 Interior Edge Corner Flat Roof Snow Load (Psf) 22.7 22.7 22.7 Slope Factor 0.9 0.9 0.9 Roof Snow Load (Psf) 19.4 19.4 19.4 Net Design Wind Pressure Uplift(Psf) -25.7 -44.8 -66.2 Net Design Wind Pressure downforce(Psf) 16.2 16.2 16.2 Adjustment Factor for Height and Exposure Category 1.4 1.4 1.4 Net Design Wind Pressure Uplift(Psf) -36.0 -62.7 -92.7 Net Design Wind Pressure Downforce(Psf) 22.7 22.7 22.7 ASD Load Combination: (ASCE 7-OS Section 2.4J . Roof 5 Interior Edge Corner Dead Load (Psf) 2.3 2.3 2.3 Snow Load (Psf) 16.4 16.4 16.4 Load Combination 1= D+0.755+0.75Wdown (Psf) 31.6 31.6 31.6 Load Combination 2= D+Wdown (Psf) 25.0 25.0 25.0 ' Load Combination 3= D+S(Psf) 18.7 18.7 18.7 Uplift Design Load=0.6D+Wup(Psf) -34.6 -61.4 -91.3 � Maximum Absolute Design Load (Psf) 34.6 61.4 91.3 Spacing Calculation: (EcoXProductManual) , ' RoofS Orientation: Landscape Portrait Zone: Interior Edge Corner Interior Edge Corner Max Spacing between Attachments(in) 56 44 33 44 30 20 Max.Spacing between Attachments Considering Rafter Spacing(in) 48 36 24 36 24 12 Max Cantilever from Attachments to Perimeter of PV Array(in) 18.7 14.5 10.9 14.6 10.0 6.6 ' V1 �� 1 '��- • � . ��U��1J Surface Information: Roof 7 Members Type Rafter Roof Pitch (deg) 20 Members Size(in) 2x8 Least Horizontal Dimension (ft) 2 Members Spacing(in) 12 O.C. Average Roof Height(ft) 30 Edge and Corner Dimension (in) 36 Number of Modules 3 Number of Optimizers 3 Estimated Number of Attachments 6 Distributed and Point Load Calculations: (So/arABC'sExpeditedPermitProcessforPVSystem(EPPJ) Roof� Total System Weight(modules,optimizers, mounting system,etc.) 130.6 Ibs Total Array Area 53.0 sq.ft. Distributed Weight 2.5 psf Weight per Attachment Point 21.8 Ibs Snow Load and 1Nind Pressure Calculation: (ASCE7-05Sections6-7J Roof7 Interior Edge Corner Flat Roof Snow Load (Psf) 22.7 22.7 22.7 Slope Factor 0.9 0.9 0.9 Roof Snow Load (Psf) 20.6 20.6 20.6 Net Design Wind Pressure Uplift(Psf) -25.7 -44.8 -66.2 Net Design Wind Pressure downforce(Psf) 16.2 16.2 16.2 Adjustment Factor for Height and Exposure Category 1.4 1.4 1.4 Net Design Wind Pressure Uplift(Psf) -36.0 -62.7 -92.7 Net Design Wind Pressure Downforce(Psf) 22.7 22.7 22.7 ASD Load Combination: (ASCE 7-05 Section 2.4J Roof� � Interior Edge Corner Dead Load (Psf) 2.3 2.3 2.3 Snow Load (Psf) 18.2 18Z 18.2 • Load Combination 1=D+0.755+0.75Wdown (Psf) 33.0 33.0 33.0 Load Combination 2=D+Wdown (Psf) 25.0 25.0 25.0 Load Combination 3=D+S(Psf) 20.5 20.5 20.5 Uplift Design Load =0.6D+Wup(Psf) -34.6 -613 -91.3 Maximum Absolute Design Load (Psf) 34.6 61.3 91.3 Spacing Calculatiora: (EcoXProductManualJ Roof� Orientation: Landscape Portrait Zone: Interior Edge Corner Interior Edge Corner Max Spacing between Attachments (in) 56 44 33 44 30 20 Max.Spacing between Attachments Considering Rafter Spacing(in) 48 36 24 36 24 12 , Max Cantilever from Attachments to Perimeter of PV Array(in) 18.7 14.5 10.9 14.6 10.1 6.6 � V1 ��-��(� . . . . , , �- . �� Pre-Installation Checklist: 1) What is the size and spacing of the rafters or truss drop chords? Roof 1 2x8 Rafter Members @ 12" O.C. Roof 3 2x8 Rafter Members @ 12" O.C. Roof 4 2x8 Rafter Members @ 12" O.C. Roof 5 2x8 Rafter Members @ 12" O.C. Ro,of 7 2x8 Rafter Members @ 12" O.C. 2) Is there any evidence of water damage in the roof? No Any dry rot? No � Any other visible deterioration? � . No 3) Do you see any splits, cuts, breaks, or visible sagging in the existing framing members? No 4) Please provide photos showing the sizing and spacing of roof framing and any possible damage as described above. � � ' � V1 EcoX MOUNTING SYSTEM Front Elevation Detail. Attachments Spacing _ Cantdrver Cantilever Attachmentsspacmg 1. All installed roof surfaces have been (Edge) (interior) (incerior) r----y inspected and found to have a single layer of shingles �� Detail A 2, Max height of panel above roof N/ind zone ��; Clamp on surface not to exceed 6" `�t� Attachment Kit Solar Panel �"� g Panels will be flush mounted and Inter�or ��`�' Clamp parallel to the roof surface W�nd zone �`�`�,`; Solar Panels Attachment Klt Attachments to the existing truss top � '� - _ _ 4. chords or rafters must be staggered ��` Coupling Sklt't - - so as not to overload any existing Edge ��; - structural member Wind zone �� SIIIIlgI2S __ .- - " HeightofPanel Maximum values for attachment �: - Rafters Rafter - -- '' AboveRoofSurface 5• spacings are specified in following �, - pages for each roof. Corner � Wind Zone •5��,t,: •- • �•;, .- . .f ;•�...:� ;,�.% "'�;, /,.,,� • i i i L i CantiLver Atcachments qttachments spacing (Corner) spaang (Edge) - ([orner) Components Clamp Assembly on Attachment Kit Detail A Flashing Coupling Assembly clamp �� - �. ..�` ; ' i�j�'� ' Base "" �,,� -,'�,,� Flashing Sealing Washer � "- GF1-MLL-812 Mill finish AI Lag with Sealing Washer ";' , Flashing,s"x12" ��'w -� , 1- - �-- � �¢ t � �� .: ,� ,,.��-:-.� � £.�; • - - ;� '�`-"'=-:=- - - Lag Bolt,%s 5" _ �I '.i , . .. �� •.._._.°��'�� :� ,`,�5��,�;d I� � rr r�— . -_._.._ "__ Y —.� � sk��t Base� Clamp Assembly V1 � ��,�,. ;, , ,. ,� , , . � . ' " . , e , � ��Q� 236 W 30th Street,Suite 600, New York, NY 10001 844-GO-LEVEL Rafter/Truss Photos: i=,.m,r. ,,.> --- -_- ,,- ._ �,`,��u' �^ , . rt �. �,��, r �"' F'_��.��,.. � .Y. �N '�'� �SN�� .w<;�;r'�:� �"� ... � .�� , 3F=7''; . ."�.:'�An 6 "e;' �y , b,�n,.. �� ,�, �" � .'n ,p�, j�� '�•'� �s '•."a�`' ',� w ,�. 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'�. , . ,I��r,�,�,,�,,,��'�� f '�I�(I�q��ii�y4�j,p��t't . `�a'z�- h# , �, 1,1.dd;.W�u�.d� ��i t "� !R � J`" , ,�' � �� I it 1�f��1��'��.i t - `,},F�, �'✓t�,jewj��:.` �;��''d,+Yi �. � � � �. ". -. `'�, � '�` ti"� , ^'. :S.'. ,..�� y§ t, , � t, � 's`�,.. ".i} i a : , "'4:-..;':� , k'� tf; �it `�°y ��Xu�M ,.. :;y� � �yy , s^ � ,.(`,``°Z� Try4 L_.. �t ' *x?a;v '.�,��" - � �A 3 � V1 Utdity Service A C 120/240 Vac 60Hz ��— (Existing) (rvew) (NeN�) = Ll,L2,Neutral Revenue THHN/THWN-2(rated 90 deg C) Grade string 1 ^/ 6 AWG Cu Wire n� Meter 11 Roof mounted — + — + solar Pv Modules _ �, o o_o o �n%q"PV Condu�t �V� ' ' Line-5ide v � Tap O B m= _ _ (New) — + — + — t � L1 --�_ �----� i L2 � F E N p String2 I (New) (New) �2 Roofmounted G I / (Existmg) — + — �, Solar PV Modules _ �, I —� I �--.{ I \ o � o � E--{ - T - + - -+ - -+ _ � � � _ _;_ _„=��--- � � � N � Stnng 3 I � Roof mounted I — ,�, — ,F �lar PV Modules _ + _ � � � _ — — � Positive,Negative,EGC GEC GEC � � = PVWireTHHN/THWN-2 — i� — t — t � (rated 90 deg C) _ _ _ _ ____ _ � 10 AWG Cu wire _ _ m"PVC condwt W I RING LEGEND Positive L1,L2,Neutrai and EGC --- N2g8tIVe PV Wire in Free Air or GfOUfld • THHN/THWN-2(rated 90 deg C) Neutral 41 mods �� 285 W each = 11 .685 kW �8,A P��or,du�t C/Series A - Solar PV Module B - Power Optimizer C - Inverter D - Main Service Panel E - Sub Service Panel Make:LG Make:SolarEdge Make:SolarEdge Bus Bar.200 Aac Main Breaker.DP 60 Aac Model 285S1 C-G4 Model: P300 Model:SE10000A-US Main Circuit Breaker 200 Aac Intertie Circwt Breaker DP 60 Aac Max.Power 285 W Max. Input Power:300 W Max. Input Voltage:500 Vdc Voc(STC):39 Vdc MTfP Range:8 to 48 Vdc Max.Output Power: 10950 W F - DC COMBINER LEV E�. S O LA R Isc(STC):9.43 Adc Max. Input Voltage:48 Vdc Max.Contmuous Output 42 Aac Make.Bud Industry Vmp(STC):32.3 Vdc Max. Input Corrent: 10 Adc Nominal Output AC Voltage:240 Vac Model:NF 844-GO-LEVEL SERVICE@LEVELSOLAR COM Imp(STC :8.88 Adc Max Out ut Current: 15 Adc GFDI: 1 Termial Rating:60Adc 3-LINE WIRING DIAGRAM � p OCPD Current Ratmg:15 Adc Max.System Voltage:1000 W Max String Power.5250 W DC Disconnect: 1 OCPD Voltage Ratmg:600 Vdc 122012-Barbara Taylor Stnng Length:8 to 18 Units GEC not reqult'ed ungrounded 21755 Route 48 Cutchogue, NY, 11935 V1 'jv�_ �:--'-�. 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