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HomeMy WebLinkAbout39470-Z ��Q�s11IF04� Town of Southold 11/24/2015 P.O.Box 1179 co:, m 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37927 Date: 11/24/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 4105 Deep Hole Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.46-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/29/2014 pursuant to which Building Permit No. 39470 dated 1/6/2015 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 panel system on an existing one family dwelling as applied for. The certificate is issued.to Doherty,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39470 4/9/2015 PLUMBERS CERTIFICATION DATED A ed ignature rte"' TOWN OF SOUTHOLD (04% BUILDING DEPARTMENT TOWN CLERK'S OFFICE • 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#: 39470 Date: 1/6/2015 Permission is hereby granted to: Doherty, Peter PO BOX 644 New Suffolk, NY 11956 To: install a roof mounted electric solar panel system as applied for At premises located at: 4105 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-16-23 Pursuant to application dated 12/29/2014 and approved by the Building Inspector. To expire on 7/7/2016. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from'Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificatd 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 $15.00 Date. r ILd,6/I ' New Construction: / Old 'o�r`Pre-existing Building: ,I✓ (check one) Location of Property: IOJ DQ�� CIUI'(i (��, Mdk+ yC� House No. Street Hamlet P Y� Pete(ert Owner or Owners of Pro Suffolk County Tax Map No 1000, Section lrJ Block Lot 2 Subdivision Filed Map. Lot: Permit No. 0 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ E0 , 60 Applicant Signature pF SOUPY®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.riche rKED-town.so uthold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Doherty Address: 4105 Deep Hole Drive City: Mattituck St: New York Zip: 11952 Budding Permit#: 39470 Section: 115 Block. 16 Lot: 23 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 6.885 KW Roof Mounted Photovoltaic System to Include, 27 - Kyocera 255 GX Solar Panels, 1-SMA SB 6000 TL Inverter,1-DC Disconnect, 1-AC Disconnect Notes: Inspector Signature: Date: April 9, 2015 Electrical 81 Compliance Form.xls I SOUTy�Io TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION -1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR i2 7&1 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 Ics4dcd_)aol.com Thursday, July 23, 2015 Town of Southold Town Hall Annex Building Building Division 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-Twenty Nine (29) 250 W P. V. Roof Top Solar Panel Array, 7.25 kW Total Output, for Doherty Residence—4105 Deep Hole Drive Mattituck, New York 11952 have reviewed the solar energy system installation in the subject topic. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by 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 NEW YO 5�SGS CIANO R-_ v AROFESS1000, 1� i FIELD INSPEO `}N IMPORT DATE COMMENTS • FOUNDAVOl\ (IST) Ell .................i��r�� FOUNDATION(2ND) ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. H STATE ENERGY COkF FINAL , A}D #0' ,"'Cid �. .NT '�" , . • . .. . O . � rn TOWN OF SOUTHOLD 51 BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 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. 1470 Check Septic Form NYSDEC Trustees C 0 Application Flood Permit Examined 20 5 Single&Separate Storm-Water Assessment Foim Contact: rjr 40 Iola a�1 Approved & 20 M*t ffiykra OQ-flljr Disapproved a/c C-ofm �(�A,Ir„�` Phone (/j�J(1'�!'�rwy7-k fc{> Expiration 7 20_f_b DE !C E -Building Inspector APPLICATION FOR BUILDING PERMIT DEC 2 9 2014 Date �i'a� 2014 INSTRUCTIONS $ }� atron MUST a completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 �D �' ' {itatplet plant ale 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 £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 interum,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) X76 dun A-: , Ma 6"N II 1 (Mailing address of applicant) State whether applicant is owner,lesse ,agent, chitect,engineer,general contractor,electrician,plumber or builder Name of owner of premises P.r DleT (tis on the tax roll or latest deed) ED AS If applicant is a corporation,signature of duly authorized officer DATE41 B p (Name and title qt co �ficer) L Builders License No. 7755 FEE s�D• Bir Gm — Elumbers cians Licensnse e . NOTIFY BUILDING DEPARTMENT AT Electricians LicenseeNo.N M 765-1802 8 AfO TO Pr" FOF _ - Other Trade's License NO. F01 L0 1. Location o:l don w,rii"c proposed work wil b ne: - �N6DIQ �rtV2, tJ �l (IRQR POURED CO''JiL;-TL House Number, Street r Ha le GH-FRMIING,PLUL'EING, j STRAPPING, E TRICAL & CAULKINC County Tax Map No. 1000 Section Block �lp 3 INSULfIT60N ELECTRICAL 4 FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C 0 NSPECTIUP1REQU�pl ED, ,,°e?r .` ALL CONSTRUCTION SHALLVEET THE � REQUIREMENTS OF THE CODES OF NEW r. _.; )/(1, a YORK STATE NOT RESPONSIBLE FOR #4 A ,u>1 y rte DESIGN OR CONSTRUCTION ERRORS TE 4�4i n Zi�+70 nil pU j G f' 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 AIter ion Repair Removal Demolition Other Work rV (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 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 6' Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises f�2(1'701 t' Address CL W1 11 5.'Phone No. Name of Architect bl I gicAl a Address hone No 6 6 oZ 3 Name of Contractor /) 1/95 Address i hone No. &51 -n -&oo F - AIT/ —149 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 QU/1 &&o � C4J emg duly sworn,deposes and says,that(s)he is the applicant' (Name of individual signing contract)above named, (S)He is the (Contracto Agent,C rporate 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 m 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. S to before mei )D V - day of��// vy�20 Notary Public Signature of Applicant KIRSTEN E. HESPOS Notary Public, State of New York No. 01 HE6174810 Qualified in Suffolk County Commission Expires 09/24/20—b i of sa�ryo` Town Hall Annex 7 Telephone(631)765-1802 54375 Main Road g Qp22� P.O.Box 1179 G Q roger.richert _toWnsouthoAny.us Southold,NY 11971-0959 WADING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: uhviq- 1)-116 _ Date: Company Name: �. 9 Name: I� I License No.: g� Address: �oaJ Ave- Alk Phone No.: i 779 qtF o� K d JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 9(p' bee ve mat--la NV I M, *Cross Street: *Phone No.: (10-jf Iggg- Permit No.: (� Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) _ ' ��I�1'�ZrQ / f0� "Ur2'�eGR 7'�6 KVq �)airPV 6 �-�el� -{tri 256 cuff 6-r arV,l� M�l�( K17 x I�13� a SMA `oO DTZ, o5�2 ,vee- e6 (Please Circle All That Apply) *Is job ready for inspection: YES 16 Rough In Final *Do-you need a Temp Certificate: YES O Temp lnformation l d) . *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other *New Service: e-connect Underground Number of Meters Change of Service Overhead Additional Information: , PAYMENT DUE WITH APPLICATION ff ?ff� . l . IU ' 82=Request for Inspection Form ` TOWN OF , SOVTHOL®°-,PROPERTY. 'RECORD ,CARD j OWNER STREET 05 VILLAGE ` DIST. SUB. LOT "I V,"W ze-e'�� /X4 e"ec-;?ek" 4 f O� R QWNER ! N E ACR.Ls-/ ® � �vI M . W TYPE OF BUILDING LI-2 " RES.- 2/p SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 71V S'Q.LD gi? 3caa. � tic .c a`s°;•a_G_Zy-�G-�'a j � i.uiivowaa� .�® m-1o,-Gomez? •'e'•t6-GS'-7n FS,2ra/_Acctn' 14) z s:. _-r ,ado 4 � � . 9a �ssa f r �,0 i 2 380, [0 v' , o7'S�W/N DW Do ti CSiS. %o f ROSS #0N 6's �0 G d / /3 601 �/�- h/',a � ��//3 �y oso G,0- �'` �',S-'0 0 a F/2 �/ox,,rig f, 99 BUILDING CONDITION �U /o � 1() 3 b(� 8 P -30� S'n NORMAL B L-0- BO VE g c �P } 314q I 0 )- -e rojl'odl EAR cre gr-V Value Per Va ue 00 3 0 Acre 7 0 Z 2ZI�1 I 7,&�. f7( � - lio7�� Tillable 1 J - Tillable 2 Tillable 3 - Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK ;� l~ ti � {1�: '�' 1, i< - :.:~i:J.i �V'''•JG('S��jit r�'.•'r,".-.',i�:�=�3�. 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Exten ar, �i�\`�' 3 = G' .2 f� //S / vim'. - S � d Ext. Walls Interior>Finish LR. Extensio� l 3 �S-� 3 �S Fire Place Heat r f ,,U DR. -f- aZ�a Type Roof �as1C Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. �'Porch Dormer 1 Breezeway Driveway l /3a Go- /30 Garages f 'Patio 0. BC�ar-- a S1 V1 r ' CONSENT TO INSPECTION the undersigned, do(es) hereby state: Owner( )Name(s) That the undersigned(is) (are) the owner(s) of the remises in the Town of Southold, located at il106 DY-0 1W Lao e, Ma , M Ima which is shown and designated on the Suffolk County Tax Map as District 1000, Section , Block , Lot That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: ,A �(e51G�?ll�iCa� 1.0 That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: e,K D ure)i R ' (PrintName) (Signature) (Print Name) SOUryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 April 14, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Doherty, 4105 Deep Hole Dr TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To ftplete Your Certificate of Occupancy: **Note: Certification required by an Architect or Engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosedjafte4/1/84�)Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumb 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 — 39470 - Solar Panels d ^02102040'40"E L30.00' 105 103 f° Ic 4.9' 1010' cri w CAMCE 5 O N LOr 51 Lor 32 104 Lon 30 24' P1 CoCo 59.2' H DWELLING N e 22.7' 36.5' 34.8' . N � ce w 1 Z 100 586.04' a 101 OPX 130.03' IcS01'20' 8 �Ic aw w. DEEP ROLE DRIVE NC 25': ISPNAL11C CONI. PAVIR. TOM MWAM[0 i x o�w we.Okla } LUIGI CLAUDIO SUANDRA, P.E,. 5 Wesleyan Court- Smithtown, NY 11787-3011 - (631) 543-2953 - fax(631)543-1526 E-mail: Ics4d@aol.com Sunday, December 21, 2014 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Twenty Nine (29) 250 W P. V. Roof Top Solar Panel Array, 7.25 kW Total Output, for Doherty Residence—4105 Deep Hole 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 offerthe following comments: The existing roof type is provided with composite shingles, one (1) layer, 2"x6" Douglas Fir rafters at 16"on center, Y2"thick plywood roof decking with 240 roof pitch, 2"x8"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, 2-Dead Load: 2.6 lbs/sq. ft. Total Weight of Array 1: 852.6 lbs 1 Total Weight of Array 2: 694.3 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1) foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer, that with appropriate solar panel anchors being utilized, the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2010 Residential Code of New York State,the 2001 Wood Frame construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings,and Other Structures"', current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, igi Claudio Sci dra, P. E. 05 .NEW yo,* 5 J\G\C.SC/AtV2 v '9 060935 A�OFESSION� 2 R SCOPE OF WORK �e DESIGNMNNCKGBY. E 4g NABCEP CERTIFIED TO INSTALL A 7.250 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE 051112-129 rm+ "� DOHERTY RESIDENCE, LOCATED AT 4105 DEEP HOLE DRIVE, MATTITUCK, NY 11952. THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED ` REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. DESCRIPTION DATE REV THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. µ'J✓' ORIGINAL 12-15-2014 SYSTEM RATING 7.250 kW DC STC 6.279 kW DC PTC 4.919 kW CEC-AC 1} EQUIPMENT SUMMARY PROJECT LOCATION 29 KYOCERA KD250GX-LFB2 PV MODULES I SMA SB 4000TL US 22 INVERTER CONTRACTOR I SMA SB 3000TL US 22 INVERTER I IRONRIDGE XRS1000 MOUNTING SYSTEM SHEETINDEX PV-1 COVER PV-2 SITE PLAN SOLAR UNIVERSE PV-2.1 ROOF PV LAYOUT 7470 SOUND AVE PV-3 STRUCTURAL/ DETAILS & SECTIONS MATTITUCK, NY 11952 GOVERNING CODES �� OF NEw Yp LICENSE # 43889 H co cCQ'\G G.SCPA N l e / PROJECT NAME 2011 NATIONAL ELECTRICAL CODE 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE UNDERWRITERS LABORATORIES (UL) STANDARDS W > N OSHA 29 CFR 1910.269 * ULn GENERAL NOTES w ,dE w 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS Fp 060935'1 �O ,z" ,' z AT THE SITE PRIOR TO STARTING TO WORK AND SHALL Jr) ,ca ESSIO�pE NpJ. >8 ,� .�'�„ .,'" ,, ^�^ � :�, j W FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS �'-=..q,. :* � �- 4`r AND MAKE WORK AGREE THE SAME. 2. CONTRACTOR OR,OWNER SHALL OBTAIN ALL REQUIRED " ' V APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, = INSPECTION APPROVALS, ETC., FOR WORK PERFORMED 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. I' I '; �— W FROM AGENCIES HAVING JURISDICTION THEREOF, IF CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, r"T ', g W REQUIRED. �- COMPLETED OPERATION, ETC. ADEQUATE FOR THE ` a w ® P PURPOSES OF THIS PROJECT AND FURNISH PROOF OF 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE ' Ln AND-ALL RULES AND REGULATIONS OF THE RESPONSIBLE SAME PRIOR TO COMMENCING WITH WORK. 1 . --� .., 0 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ��" -' + , w j ® 0 Q JURISDICTION. , ' r MAINTAINING SAFETY ON THE JOB SITE DURING THE ;' { 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS = �4 " THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER k 1 SHEET NAME PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL „�¢• ;,,? 1. BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FORLl ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS ,a H ...w ., r _ 3:..~ * '@�; ..•. <,,. ,. FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 PERMANENT CONSTRUCTION. COVER- ,_a, , ti tl � { R �i SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE y ��' w• •, r"4 DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE �4T _• `' ' UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND N.E.C. & NYS CODES & REGULATIONS ` COMMENCING WITH WORK. DRAWING SCALE' _ `'ry 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS . •. �, :aE K WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE �a w ENGINEER'S CERTIFICATION OF THESE PIANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL �, - - "n a I- � T.S. MANNER 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANTON A WEEKLY BASIS OR SOONER IF CONDITIONS AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS 14. AT THE COMPLETION OF WORK, THE SITE TO BE EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE SHEET NUMBER OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE AERIAL VIEW 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER Pv_1 EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS PRIOR TO RELEASE OF FINAL PAYMENT. RESULT OF HIS WORK. d"ONSTRUCTION NOTES DESIGN&DRAFTING BY, JAMIE MINNICK 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE NABCEP CERTIFIED MANUFACTURER'S INSTALLATION INSTRUCTIONS. 051112-129 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. REVISIONS DESCRIPTION DATE REV \ ORIGINAL 12-15-2014 LEGEND / EXISTING UTILITY METER MAIN SERVICE PANEL NEW PV SUB-PANELS CONTRACTOR A/C DISCONNECT COMBINER INVERTERS GND ELECTRODE \ PV MODULE \\ RACKING RAIL \ \ 0 ATTACHMENT POINT \� SOLAR UNIVERSE ---RAFTERS \ 7470 SOUND f-ROOF PITCH ANGLE MATTITUCK NY 11952 SUNRUN METER W LICENSE # 43889 H ®VENT DRIVEWAY OPLUMBING VENT r o PROJECT NAME ®SKY LIGHT 1 W ®CHIMNEY > N COMPOSITE SHINGLES ° covJ Ln ®GOOD CONDITION D Q V ❑POTENTIAL SHADING ISSUES Q Q 04 Q TRIM/REMOVE AS NECESSARY N N W e— \� y� \ (® WZ 1 W C) � w � �Q'(6 OF NEVV yo W Q F" J` In ax C.SCIANO "r 30'-2" ® Q O ` -rTI-T-IFT-T-MillSHEET NAME �60935-� �a 14' 15-'° SITE PLAN ROPE S100 CONSTRUCTION SUMMARY DRAWING SCALE (28) KYOCERA KD250GX-LFB2 PV MODULES, 7.250 kW DC STC --59'-8"— N.T.S. (44) ATTACHMENT POINTS @ 64" OC MAX. (200) LF ALUMINUM UNIRACK RAILS Roof Type = Comp Shingle, # of Layers: 1 Roof/Array #1 - Pitch: 24°, Azimuth: 257° SHEET NUMBER Roof Structure = 2x6 Douglas Fir Rafters @ 16" O.C., 1/2" Plywood Decking, 2x6 JOIST �\/_ Roof/Array #2 - Pitch: 24°, Azimuth: 2570 V Roof Structure = 2x6 Douglas Fir Rafters @ 16" O.C., 1/2" Plywood Decking, 2x6 JOISTS DESIGN&DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED 051112-129 REVISIONS DESCRIPTION DATE REV ORIGINAL 12-15-2014 W O o N � o O co co CONTRACTOR 0 opO N N N LEGEND EXISTING UTILITY METER MAIN SERVICE PANEL SOLAR UNIVERSE NEW PV SUB-PANELS COMBINER DISCONNECT 7470 SOUND AVE INVERTERS / / / ,�/ / / /// // /i , / /,' i GND ELECTRODE / / 18" FIRE SETBACK" @ RIDGE MATTITUCK NY 11952 PV MODULE LICENSE # 43889 H RACKING RAIL �j % x � I O PROJECT NAME O ATTACHMENT POINT ---RAFT ERSI I I I I I 1 ARRAYI #�l IW W -ROOF PITCH ANGLE I I I I I I I I 1 1 1131 MODWLE!S 1 0 - In spa"`SUNRUN METER 1 I a I1 24° PITCH I I z a) ®SEM I AIRRI N 1#1 I o P 1 161 MODULES I I I J ®SKY LIGHT }- CHIMNEY 124'IPITCIH 1 I I I w z ® COMPOSITE SHINGLES GOOD CONDITION E] I I II I I POTENTIAL SHADING ISSUES `./U1 TRIM/REMOVE AS NECESSARY Lu D 1F- L I ® 0 I . 1 I 00 < 111 ,1111, _ Q I ILI ALIGN MODULES TO EDGE OF ROOF Q SHEET NAME of NEW y ROOF DETAIL .�� OR yy DRAWING SCALE /T 0609351 a�`Z� A SHEET NUMBER ROFESSIOOO­ PV-3 LOAD CALCULATIONS ARRAY #1 ARRAY #2 DESIG�E MINNCKG BY: Module Wel ht 44.10 Lbs 44.10 Lbs pF NEIL/ 'V, NABC5P CERTIFIED # of Modules 16 13 ��CQ' C. 0 SCIA -129 Total Module Weight 705.60 573.30 JAG �Q'Q Total Length of Rail 110 Ft 90 Ft v 9 REVISIONS Rad Weight per Foot 0.9 Lbs 0.9 Lbs (E) ASSY #1,2 2x6 RAFTERS Total Rail Weight 99 Lbs 81 Lbs * o * �� DESCRIPTION DATE REV DOUG FIR @ 16 O.G. - ORIGINAL 12-I5-2014 # of Standoffs 24 20 Weight per standoff 2 Lbs 2 Lbs Total Standoff Wei ht 48 Lbs 40 Lbs Total Arra Wei ht 852.60 Lbs 694.30 Lbs Point Load 25 Lbs 25 Lbs �Fp 060935'1 5 4 Total Arra Area 291 S Ft 236 S Ft f AROFESS1000- Arra Dead Load 2.6Lbs/S Ft 2.6Lbs/S Ft 12 As per ASCE 7 - Method 1: 0 fig -2 (table - 1 P net =0 Kzt 1 Pnet30 eq 6-2 Kzt sec 6.5.7 1 Pnet3u ktable - # —ARRAY #1,2 240 CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener CONTRACTOR GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CRITERIA Pg mph ASCE7, psf Ib. rails, in. A # 20 120 # 468 5/16" x 3-1/2" Stainless Steel B # TYP. TYP. # TYP. Lag Bolts Roof Section # 72" # SOLAR UNIVERSE # (E) ASSY #1,2 2x8 JOIST DOUG FIR @ 16�, O.C. 7470 SOUND AVE MATTITUCK, NY 11952 LICENSE # 43889 H TABLE RR_;01.2(1) _ _ � (E) EXTERIOR WALL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA4— PROJECT NAME WIND_ _ SUBJECT TO DAMAGE FROM _ _ _ W ; nj GROUND SPEED FROST Q Ln SNOW 3 SEC SEISMIC _ LINE ICE SHIELD LOAD GUST DESIGN DEPTH TERMITE` UNDERLAYMENT FLOOD W (PSF) (MPH) CATEGORYe WEATHERING" (FT-IN) REQUIRED9 HAZAR& ROOF FRAMING DETAIL Q W SCALE: 1/2" = 1'-0" 20 110 C SEVERE_ T-0" MODERATE YES NO I I W 0 Z TO HEAVY _ For SI:1 pound per square foot=0.0479 kN/m2,1 mile per hour=1.609 km/h Y a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural W requirements of this code.The weathering column shall be filled in with the weathering index (I e.,"negligible," W "moderate"or"severe')for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The MODULE MOUNTING CLIP (— 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. SOLAR MODULE W Q (— STAINLESS STEEL 3/8" O (n b The frost line depth may require deeper footings than Indicated in Figure R403.1(1).The jurisdiction shall fill in the BOLT AND NUT O frost line depth column with the minimum depth of footing below finish grade. Q C C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has /// G been history of local subterranean termite damage. UNIRAC ALUMINUM RAIL) ALUMINUM FLASHING ALUMINUM"L"BRACKET d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure ALUMINUM PV SHEET NAME R301.2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section QUICKMOUNT R301.2.1.4. STRUCTe r1/'�l_n f e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section COMPOSITION ROOF RAFTER J �J R301.2 2.1. 5/16"x 6"STAINLESS STEEL LAG BOLT WITH 2 1/2"MIN THREAD f. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood PENETRATION SEALED Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the WITH GEOCEL 4500 DRAWING SCALE date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be A amended. S 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 SCALE: 1 1/2" = 1'-0" from the mapped value by 2 psf for every 100 feet above 1000 feet.