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HomeMy WebLinkAbout41187-Z o�oS�FFQt'�cpG Town of Southold 4/10/2023 4' P.O.Box 1179 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38785 Date: 1/23/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: - 700 North Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-6-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/17/2016 pursuant to which Building Permit No. 41187 dated 11/22/2016 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 on existing one family as applied for. The certificate is issued to Andreadis Jr,Nicolas&Irene i of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41187 12/28/2016 PLUMBERS CERTIFICATION DATED 0 l 0 riz d ignature �SUFEoi,r�oTOWN OF SOUTHOLD o BUILDING DEPARTMENT .coTOWN CLERK'S OFFICE o� . 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#: 41187 Date: 11/22/2016 Permission is hereby granted to: Andreadis Jr, Nicolas & Irene 700 North Drive Mattituck, NY 11952 To: install roof-mounted solar panels on existing single-family as applied for. At premises located at: 700 North Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-6-25 Pursuant to application dated 11/17/2016 and approved by the Building Inspector. To expire on 5/24/2018. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Build spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.if a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00.Additions to dwelling$50.00,Alterations to dwelling$50.00. Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. ` ' I j I New Construction: Old or Pre-exist�inpg �l6�Building: (check one) Location of Property: -Too I,,0` l '"► �'t il'� House No. n Street II Hamlet [� Owner or Owners of Property: � u�as A n d re 1�cd ]s Suffolk County Tax Map No 1000, Section 1 0(D Block (.0 Lot 25 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Vv Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ dAvW 0 r M L �f/11d1'I t J w,—J Applicant Signature S0�1j�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , ® a� roger.richert(D-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Andreadis Address: 700 North Drive City: Mattituck St: New York Zip: 11952 Budding Permit#: 41187 Section: 106 Block: 6 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 14.72 KW Roof Mounted Photovoltaic System to Include; 46- LIS 320 Panels with 46- Enphase S 280 Micro Inverters, Combiner Box, 100A A/C Disconnect. Notes: Inspector Signature: Date: December 28, 2016 0-Cert Electrical Compliance Form.xls DF SOUjyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR WGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953 •fax(631)543-1526 Cell,631-747-7497 E-mail:Ics4d0aol.com Tuesday, January 10, 2017 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter- Forty Six(46) 320 W P. V. Roof Top Solar Panel Array, 14.72 kW Total Output, for Andreadis Residence—7000 North Drive Mattituck, New York 11952 1 have reviewed the solar energy system installation in the subject topic on 12/30/2016. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2010 Residential Code of New York State,ASCE-05 and N. F. P.A. Standard 70"The National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best belief and knowledge, the work in this document is accurate, conforms to the governing codes and standards applicable at the time of submission and conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. ID 1K OF NEW OAN SCIA r+ JAN 2 3 2017 BUILDING DEPT. TOWN OF SOUTHOLD c�`y �AU �z 060935-N ��C9 AROFEMONPl Luigi Claudio Sciandra, Professional Engineer. FIELD INSPECTION REPORT DATE COMMENTS • b FOUNDATION(IST) ------------------------------------ C rA FOUNDATION(2ND) O � . G ROUGH FRAMING& H PLUMBING INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDIITIONAL COMMENTS V `qk 0 oQ z x \ tC b H TOWN 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) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 480 _2� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application I Flood Permit Examined ,20 l Single&Separate Storm-Water Assessment Form Contact: EOGs ew y) L-yq"-00 `�y� rns Approved ,20Mail to: -44-4-0 &l�11 P ��. Disapproved a/c M&+ 4I,l Gk, n Phone: ,-'13 - JA - 4 Expiration ,20 C F1 I/1 l 5 1 D [E(91EOVu' n UBui Spector Nov 17 2016 , APPLICATION FOR BUILDING PERMIT , BUILDING DEPT. INSTRUCTIONS Date 20 aOWN OF SOUTHOLD 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder CDm-(a r coy,- Name of owner of premises (As on the tax roll or latest deed) If appli nt�acoration, signature of duly authorized officer (Name an title of corporate officer) Builders License No. 4 830 Ll — 1-� Plumbers License No. Electricians License No. 5 2 0 Bq — ME Other Trade's License No. 1. Location of land on which proposed work will be done: 17-00 N6,( h House Number Street Hamlet County Tax Map No. 1000 Section w_::' "Block° �' Lot L 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 (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 ! ° �� V Rearfi:.: i Depth Height Number of,Stdries 8. Dimensions of entire new construction: Front Rear Depth' Height Number of Stories 47 i7 �r 9. Size of lot: Front Rear Depth tl 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 N i Co 10's �1�,�-1-4",dZ ,n� 11162 14.Names of Owner of premisgs I'1 a re ad 1 S Address '4oU NQV� h Of. Phope�Nod 51 Lo -R-+2--933b NameofArchitect Lla1• i sCIaYl Y'Ol, Address Y�PSS ��lAh C�. mP}i�rle o [�3l -5�3' ZR5 Name of Contractor E(LS -Y1 L) i'p � l�5kMSkddress 4-49 D SoUi l a Arid Phone No. (E 1 - --T-11 - aOA- MA,JJ i�l u G lam' 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 ) ja 1'm ifi W1o y 1T ck being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the UYA-- CM `�f (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 thi a� - day of 20 PATRICIA A MA Notary Public PUBLIC-STATE O NEW YORK Signature of Applicant No. 01 MA4 6634 Qualified in Suffolk County My Commission Expires March 30, 201 a ��°Sd ra S7F�0>]E�M[W A TIERL Scott A. Russell ,�. �-� SUPERVISOR o IMIA A.G lEAM[E NT z SOUTHOLD TOWN HALL-P.O.Box 1179 � 4?j' Town of Southold53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COiv1PLETED BY THE APPLICANT ) DOES TRIS PROJECT IN1'GL'Z'E OIC THE FOLLD"A'INCJ- iCHECh -.LL IH11 -\PPL`,) �iYe, No I ❑[ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. !+ ❑E�B. Excavation or filling in\'olving more than 200 cubic yards of material «-ithin any parcel or any contiguous area. ❑CSC. Site preparation on slopes \vhich exceed 10 feet vertical rise to 100 feet of horizontal distance. El[3/ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal iierosion hazard area. f� ®E�E. Site preparation « ithin ,the one-hundred-year f loodplain as depicted on FIRM Nlap of any watercourse. ❑EfF. Installation of new or resurfaced impervious surfaces of 1,000 square i feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes It in-kind replacement of impervious surfaces. If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Name. Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above. please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Piop(nt% Onner D•rion Pioft—conal Agent.Contractor OVICO S'C I.M. � 10001 Date Djtric NAME Lia Gk, M G � N ourn y 10(0 [P 25 _ ;+-,' Section Bloch Lot �I �U� Ft ;; i\G pBUILDIDEP_ RTIN NT 1_SE. ONLY W �t Contact Information l,�J �l i Rei lett ed B�••— — — — — — — — — — — — — — — — — — Date: ±� Property Address/ Location of Con�trucilon Work: — — — — — — — — — — — — — — — — ®© NO lr`1 R Appimed roI processing Building Permit I ' Stoi mt�ater Managemcnt Conti o1 Plan Not Rer.aired. K, n\j 11Q5 ?- - - - - - - - - - - - - - - - - - ❑ Stoi mv.ater Manageinent Cnntrol Plan is Requtied iFoit\atd to Engineer ing Depai lincnt For Revie« i FORM " SMCP-TOS NI AY 2014 ,����F St1Uj�QI Town Hall Annex 54375 Main Road 41 Telephone(631)1651802 P.O.Box 1179 G� Q roaer.dchertta��ow("n so6utgool nv us Southold,NY 11971-0959 i WADING DEPARTMENT 'OWN OF SOUTHOLD APPLICATION FOR,ELECTRICAL INSPECTION REQUESTED BY: - Date: Company Name: 2:a,94,(Y) Fmyau �g f-YY1 Name: CAM i Yl Ucense No.: 5 2,� g Address: LI--D S U U Y)( A • Phone No.: X31 - Ti� - ,40(� - JOBSITE INFORMATION: (*Indicates, required information) *Name: *Address: _400 No V+h Rd . M �-e�e �, ► l�l� 1 2 *Cross Street: *Phone No.. t 2 3 Pemnit No.: 911 7 Tax Map District: 1000 Section: I ©(p Block:--u .Lot 2� *BRIEF DESCRIPTION OF WORD(Please Print Clearly) • �©1 C�� �Ol Yl-�-� 1� ja' �n,+tY rs 4 to C—n h (Please Circle All That Apply) i *Is job ready for inspection. YES NO Rough In Final *Do•you need a Temp Certificate: YES! O i Temp Information Of needed) ' i *Service Size: 1 Phase 3Phase 100 150 200 340 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 824Request for Inspection Form L � � ' CONSENT TO INSPECTION 0,4,4X AC ,the undersigned, do(es)hereby state: wner(s)Name(s) That the undersigned is (are) the owne-(s) of the premises in the Town of Southold, located at -j-Q0 ND r�h Df.-- . Ma-,4-f+tk Gk, , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 100 , Block C_, Lot That the undersigned has (have) filed, or cause to be filed, an app1. tion in the Southold Town Building Inspector's Office for the following: �3o)a-✓ �C1.Y1-P, 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. I Dated: (Signa ) (Print Name) (Signature) (Print Name) pF SOUr�®! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CO- • Q Southold,NY 11971-0959 'Q �yc4UNTY,�� December 30, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Andreadis, 700 North Dr, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Certification required from an 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. Plumbers Solder Certificate. (All permits involving plumbing after 4J1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 41187— Solar Panels N i n l cxs Andrea dis qoo No�'�-r NDEO As 11flVlIILS AS il/DGm BY EIDNtl OAEll➢iG EN-CQJa1LTAM5 626 08' 12-0-OJ �5, Y Ng7'4B'W'E �y pr " fEN 15 0' BW y3,5,70 0 FE. 15 0' 76 RC 3599 8W 6 5 / \ 6F9'IIC BC 6 3598' CONCH 7E WPL iW' 9357' 8W45E.NEtlfT�N[17ER y CONC iPNN g J5 OEUVEL PILLAR PIAT Q� IN -6,mf-q 0 e]s�96` 5.9 2961 6A 17n �lw� \ BIOpY WRB INIFT �pG.K -_BC 66'_66'�C—ON 2 STOR , n eaoLor,,2°ei' w Q� a 10A9' GRAVEL 1520 _. h STl]5 2Td ` 131 3676' fi6YE1YAY - i riA_SERNCE 0P� AY kfAG1W:�� n z CAR F.Ft=37 iB � V a - " o' Poa 5 3 cFiL 7 Z m _ - J BLOCW WRB BLOCK WRB - ezz' PILLAR __amu _ BLOOD 2B 42`7 -'^-cam POLE n� CO. PIAT X�O�LGHF.1 S U CL 32 51' 2A!' -RNBH-;OUND 680 V NC J1EE WDLL 1 -F PROPANE TANK BC]5 B.9 J 603 YArmOW S 3+&�; 2oiv.l —y—y--v—v—v—v—v—V m3535 8W J239 W4L(TYP) 2 R 22V }U4 CTM N88'13im 66160' `ttF.oi SEW DtF LOTN 6Y lINC P96W1S �� BAY VIEW DRIVE I �P�E• .,,;� Rlo-07-0103 I e�`�t ` (fir ANC-, �p�� VV ` `/���l WZ:, AN��(pl���{� S�AeES S1--r�SIVIV ��V� . OfIYW oveLSam�A�„-�._Zt6 WX4 SP OR 800 AL REV JUNE 1.2010 �VfL 8{dCiK'A'��8� SURVAT or �SsF,or` IAHII SUIIVEYRNG FROMMY rise m * urauclsnwD SaATS �� mome w II Mme-oe-oe-ta i -cc LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 . (631)543-2953•fax(631)543-1526 E-mail:les4d@aol.com Monday, October 31, 2016 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Fifty Six(46) 320 W P. V. Roof Top Solar Panel Array, 14.72 kW Total Output, for Andreadis Residence—7000 North Drive Mattituck. New York 11952 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 Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels.This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, 1/" plywood decking, 2"x12" Douglas Fir rafters at 16"on center,2"x 12" Douglas Fir ceiling joists at 16"on center,with 280 roof pitch for Array#1,2"x10" Douglas Fir rafters at 16"on center,2"x 10" Douglas Fir ceiling joists at 16' on center,with 280 roof pitch for Array#2. 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): 130 mph Ground snow load: 20 lbs/sq. ft. Solar Array 1 dead load: 2.90 lbs/sq. ft. 1 Solar Array 2 dead load: 2.96 lbs/sq. ft. Total Weight of Array 1: 1883.48 lbs Total Weight of Array 2: 532.50 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2015 International Residential Code,the 2016 NYS Supplement, the 2015 Wood Frame construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", NFPA 70 Standard"The National Electrical Code", 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, L 'gi Claudio Sciarfdra, P. E. of: NEW yo SQ'I R'f' v �� 660935'1 pRoFEss►oNp�' 2 ELECTRICAL to rcar�� "st°8 &c N�9 A� SCOPE OF WORK DESIGN&DRAFTING BY; TO INSTALL A 14.720 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE JAMIE MINNICK ANDREADIS RESIDENCE, LOCATED AT 700 NORTH DRIVE, MATTITUCK, NY 11952. /� NABCEP CERTIFIED THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED 051112-129 WITH THE UTILITY GRID THROUGH THE I j��L TY= O i 11 �1S OF THE PV SYSTEM DOES NOT INCLUDE STM A 41RI� r SYSTEM RATING NEW YORK STATE & TOWN CODE 0f NEW Yo I REVISIONS AS REQUIRED AND CONDITIONS OF SSP \� SCIAN DESCRIPTION DATE REV ORIGINAL 10.08-2016 14.720 kW DC STC I!I l�llnl nTl11AIA17RA REVISION 10.31-2016 A s „f y YYt PbkNNN6-W cd " EQUIPMENT SUMMA � ��'' 1 EES `��o °soea5 Sao °t pRGFESSIC140, / 4G LG320W NIC-G4 PV MODULES 4G ENPHASE S280 60-LL-2-US i IRONRIDGE XR100 MOUNTING SYSTEM APPROVED ED AS NOTED mm�iY°m # CONTRACTOR ° SHEET INDEX DATE: B.P. PROJECT LOCATION _e PV-1 COVER FEE: ��� BY: PV-2 SITE PLAN NOTIFY BUILDING AT PV-3 ROOF PV LAYOUT J SOLAR UNIVERSE PV-4 STRUCTURAL/ DETAILS &SECTIONS 765-1802 8 AM TO 4 PILI FOR THE �''° `��"?" �' hi x ^' dA'=� �,— SOL SOUND " x' • n { � n9„. - AVE GOVERNING CODES FOLLOWING INSFECTI01`�S:-___, _ �, '��"�"'�, �„ MATTITUCK' NY 11952 1. FOUNDATIOW- -XlO0 REQUIRED OCCUPANCY ;,• LICENSE # 43889 H 2014 NATIONAL ELECTRICAL CODE FOR POURED,CONGRERE �p , 2015 INTERNATIONAL RESIDENTIAL CODE AND 1*1R C 1`�EL LING" , PLUMBING ��� �� ��V��W U� PROJECT NAME UNDERWRITERS LABORATORIES (UL) STANDAR S Y QQ E OSHA 29 CFR 1910.269 :i. INSULATION V,In ii�,� ������ ��� ��� eYYc a w 4. FINAL - CONSTRUCTION MUST � CA � .a � GENERAL NOTES BE COMPLETEN'�E?R CSO. OF ICZPAN�y _ Z > Ln ALL CONSTRUCTION SHALL MEET THE _ 1, CONTRACTOR SHALL CHECK AND VERIFY L• SL S flF l WECODES OF NEW ® � AT THE SITE PRIOR TO STARTING TO WOR _ FAMILIARIZE HIMSELF WITH THE INTENT OF ..% `C. NOT'RFSPOtvSIBLE FOR (o ® >_ AND MAKE WORK AGREE THE SAME. DESIGN OR CONSTRUCTION ERRORS. Lu z 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED w APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, � r � a ,� • + INSPECTION APPROVALS, ETC., FOR WORK PERFORMED 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. x � (� m _y CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, d `" µ° ® C� FROM AGENCIES HAVING JURISDICTION THEREOF, IF COMPLETED OPERATION, ETC. ADEQUATE FOR THE n - s z ,. ,' "' ® 0 REQUIRED. ,�' �- 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF '_ AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE SAME PRIOR TO COMMENCING WITH WORK, uj JURISDICTION. 11, EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR yam#, MAINTAINING SAFETY ON THE JOB SITE DURING THE .`�_ 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION ';,_ - ��c`�'�b- _- r,,; - - � t,„ ��f�;t ® � EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS � ,^-• ” h AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND '~`' `" THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND r- { y =, '�' HEALTHADMINISTRATION. THIS SHALL INCLUDE, BUT ARE ;' NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS ",.. 7,=,, Y _- PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER ,^r°xs` `: ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS WELL AS1�{s PERMANENT CONSTRUCTION. SHEET NAME FABRICATED AND INSTALLED AS PER LATEST A,LS,C ,- , • ' " SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE `A "` ` 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY ®��� UNDERWRITERS APPROVED AND IN ACCORDANCE WITH - N.E.C. & NYS CODES & REGULATIONS, EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE COMMENCING WITH WORK. s -:.,;r~ °.. ���11 y 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL - _ DRAWING SCALE 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE MANNER ON A WEEKLY BASIS OR,SOONER IF CONDITIONS s,. o�o ° AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WARRANT. o yr WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS 14. AT THE COMPLETION OF WORK, THE SITE TO BE EXECUTED CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE OTHER PROJECTS - NOT. THEY ARE NOT TO BE USED ON ANY FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE ECTS OR EXTENSIONS TO THIS PROJECT 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER SHEET NUMBER EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS AERIAL VIEW PRIOR TO RELEASE OF FINAL PAYMENT. RESULT OF HIS WORK. Pv® CONSTRUCTION NOTES DESIGN&DRAFTING BY. LEGEND 1,) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE JAMIE MINNICK MANUFACTURER'S INSTALLATION INSTRUCTIONS, NABCEP CERTIFIED EXISTING UTILITY METER MAIN SERVICE PANEL 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 051112-129 NEW PV SUB-PANELS IMI 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION, A/C DISCONNECT COMBINER INVERTERS REVISIONS - ® OND ELECTRODE ---------_-- -"- -- -�-"-�---- DESCRIPTION DATE REV Q PV MODULE J - __ - ----'^ --------- -- ORIGINAL 10-08-2016 RACKING RAIL - O ATTACHMENT POINT ---RAFTERS 4-ROOF PITCH ANGLE SUNRUN METER N ®VENT 9�P OF SCrgV YORE OPLUMBING VENT J\ NO V ®SKY LIGHT CONTRACTOR ®CHIMNEY COMPOSITE SHINGLES t; GOOD CONDITION ❑POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY lc0 060935•N �1d` pROFEsSIov, SOLAR UNIVERSE 7470 SOUND AVE MATTITUCK, NY 11952 LICENSE # 43889 H DRIVEWAY PROJECT NAME 1_p11 w /� 9'-8 � � � ,� Z W cn 0° �31 ��\� ��3131_711_ LIJ � W27o a X900E f 2410° D 120 ° 21' 9'-321, /-41_5'o 61_411_ / \ 180°150° / \ 121_611 < Z 1-- W °W 0 7,_511 iB `•I; �a--_O 20'-411 -8" /-22'-2" z .� 9' -6" I �If iI SHEET NAME 57'-41- / SITE PLAN DRAWING SCALE % - SHEET NUMBER _�-- b -2 LEGEND CONSTRUCTION SUMMARY N EXISTING UTILITY METER 0° OF NEW EN:ABCEP &DRAFTING BY MAIN SERVICE PANEL 6(_ YO MIE MINNICK NEW PV SUB-PANELS (46) LG320W N1C-G4 PV MODULES, 14.720 kW DC STC / y�P G� SC1qr4- CERTIFIED A/C DISCONNECT (46) ENPHASE S280 60-LL-2-US MICRO-INVERTERS 051112-129 COMBINER INVERTERS (116) ATTACHMENT POINTS @ 64" OC MAX. W270° GND ELECTRODE (511) LF IRONRIDGE XR100 MOUNTING SYSTEM X90°C * * REVISIONS 73 PV MODULE ROOF TYPE = ASPHALT SHINGLE 240° C - tui DESCRIPTION DATE REV ROOF/ARRAY #1,2- PITCH: 28°, AZIMUTH: 174° 21 ° D 120° m2 ?� ORIGINAL 10-08-2016 0 ATTACHMENT HMENTNG RAIL ROOF STRUCTURE #1= 2X12 DOUGLAS FIR RAFTERS @16" O.C. 0 1500 s�o 060935-� �a�' (7 REVISION 10-31-2016 A O ATTACHMENT POINT ROOF STRUCTURE #2= 2X10 DOUGLAS FIR RAFTERS @16" O.C. 180° 10 REVISION ---RAFTERS S f-ROOF PITCH ANGLE FlSUNRUN METER N VENT OPLUMBING VENT ®SKY LIGHT ®CHIMNEY CONTRACTOR ®COMPOSITE SHINGLES GOOD CONDITION OPOTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY NOTE' SOLAR UNIVERSE 6/6"SPACING BETWEEN PV MODULES TYP. 7470 SOUND AVE MATTITUCK, NY 11952 DIMENSIONS ARE FROM EDGE OF PV MODULES LICENSE # 43889 H TO EDGE OF ROOF SHINGLES TYP. ARRAY #1 PROJECT NAME 36 MODULES 28°PITCH 174°AZIMUTH W nl z W Lr) W > a) MM ARRAY #2 1 'FI s"�(c o >" I I T 10 MODULES W ZI-- 28°PITCH Y - 174°AZIMUTH I I I I • I I I I I , � � Q O l i l i Q F- $ W O I— i FIRE 1255 W O Q /ROOF A Acc0ess I I I � , Q � �0 IRE SET BACK/ Z ROOF ACCES5 I I /pjG b� 19 10" I I I I 13'-2 SHEET NAME Ill 2" I - ' ROOF DETAIL I I I I , I I i , DRAWING SCALE N.T.S. 3" 21'-7" 3'-3" 8'-7" 5.-6.. IRE SET BACK/ SHEET NUMBER ROOF ACCESS PV -3 LOAD CALCULATIONS ARRAY #1 ARRAY #2 Module Weiciht 37.48 Lbs 37.48 Lbs ITEM DESCRIPTION ARRAY #1 of Modules 36 10 ARRAY #2 Total Module Wei ht 1349.28 Lbs 374.80 Lbs R Rafter 2x12 D-FIR @16"O.C. 2x10 D-FIR —.6..0.C. DESIGN&DRAFTING BY: Deckle Total Length of Rail 398 113 �� of NEW yo (D) 1/2" PLYWOOD 1/2" PLYWOOD JAMIE MINNICK �P Rail Weight per Foot 0.9 Lbs 0.9 Lbs 5 sagNo (J) Joist 2x12 D-FIR @16"O.C. 2x10 D-FIR 16"O.C. NABIFIED \ c 'QS- N/ Total Rail Wef ht 358.20 Lbs 101.70 Lb (C) Collar Tie N/A A 05112ERs v� (P) Pitch 28° "' # of Standoffs 88 28128 o Wei ht per standoff 2.00 Lbs 2.00 Lbs (RB) Rid a Board/Beam 12x12 MICRO-LAM BEAM 2x12 MICRO-LAM BEAM REVISIONS � (H) San Width 200" 147'. r DESCRIPTION DATE REV Total Standoff Wei ht 176.00 Lbs 56.00 Lbs fru `RB ORIGINAL 10-DATE 6 Total Arra Wei ht 1883.48 Lbs 532.50 Lbs 2 = Point Load 25 Lbs 25 Lbs SFp a 060935 Total Array Area 648 Sq Ft 180 So Ft RoFessloN�` Arra Dead Load 2.90 Lbs/SqFt 2.96 Lbs/SqFt ) As er ASCE 7 - Method 1: Ig -2 P net = net30 eq -2 t sec 6.5.17 1 CLIMACTIC AND Ground ind Speed Live load, Point Max fastener GEOGRAPHIC DESIGN Category Snow Load 3 Sec gust pnet30 per pullout load Fastener Type spacing along CRITERIA Pg mph ASCE7, psf Ib. rails, in. 20 130 # 468 5/16" x 6" Stainless Steel CONTRACTOR Roof Section B # TYP. TYP. # TYP. Lag Bolts 64" TABLE R301.2(1) O n CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA `1- SOLAR UNIVERSE ° GROUND WIND DESIGN SEISMIC SUBJECT DAMAGE FROM WINTER ICE BARRIER FLOOD FUR I MEAN / 7470 SOUND AVE SNOW SpeedTopographic Speclalwind Wind-bome DESIGN Weathering° Frostline Termite` DESIGN UNDERLAYMENT HAZARDS°FREEZING ANNUAL y MATTITUCK, NY 11952 LOAD" effects" re lonl debris zone' CATEGORY do thb TEMP.' REQUIRED' INDEX' TEMP! - LICENSE # 43889 H Ib20 mph °F of 20 130 YES NO YES B SEVERE 3'-0" MODERATE 11 YES NO 452 52.7 poun 1 mile TO HEAVY PROJECT NAME For S:1 per square foot=0.0479 kPa, 1 mile per hour;;—o.-447 m/s. a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as W determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 Z UJ � Iry or C 652. b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with _ an the minimum depth of footing below finish grade. ROOF FRAMING DETAIL - 4 C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local SCALE: 1 AM = DE 1 0 subterranean termite damage. UJd. The jurisdiction shall fill In this part of the table with the wind speed from the basic wind speed map(Figure R301 2(4)AI.Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. Cr � e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. ® ® 0 f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. Z g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a MODULE MOUNTING CLIP LU minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, as amended or revised with: soLAR MODULE I.The accompanying Flood Insurance Rate Map(FIRM), STAINLESS STEEL 3/8" II.Flood Boundary and Floodway Map(FBFM),and BOLT AND NUT iiiZ .Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905.1.2,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 ALUMINUM"L"BRACKET 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 SHEET NAME part of the table With"NO." 1. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing Index(BF-days)from Figure R403.3(2)or from the ALUMINUM FLASHING �'�I ITB 1 /t,g 100-year(99 percent)value on the National Climatic Date Center data table"Air Freezing Index-USA Method(Base 32"F)." ld u U 9 A'"!L. J. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table'Air z x 1o,1z RAFTERS Freezing Index-USA Method(Base 32°F)" ASPHALT SHINGLE ROOF k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic 5/16"x 6"STAINLESS STEEL LAG BOLT WITH wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES"Otherwise,the jurisdiction shall indicate"NO"in this part of the z 1/z'MIN THREAD table. PENETRATION SEALED DRAWING SCALE 1.p In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this WITH GEOCEL 4500 AS 1 I part of the table with"YES"and InnIn accordance with Section R301.2.1.2.1,the jurisdiction shall'indicate the wind-borne debris wind zone(s).Otherwisethe junsdiction shall NILiTED Indicate"NO"in this part of the table. , in. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for sites at elevations up to 1000 feet.Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 Ibs1ft2 for every 100 feet SHEET NUMBER above 1000 feet. (") See Figure R301 2(4)B. y� MOUNTING DETAIL f"V®4 SCALE: 1 1/2" = 1'-0" 2