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HomeMy WebLinkAbout44713-Z �o�c,UFFQI o TOWN OF SOUTHOLD �caz� BUILDING DEPARTMENT y z. 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 #: 44713 Date: 2/19/2020 Permission is hereby granted to: Kupari LLC 282 Washington Ave Brooklyn, NY 11205 To: install roof mounted (accessory pool house) solar panels as applied for. At premises located at: 4115 Rocky Point Rd, East Marion SCTM #473889 Sec/Block/Lot# 21.-1-30.3 Pursuant to application dated 2/5/2020 and approved by the Building Inspector. To expire on 8/20/2021. Fees: SOLAR PANELS $50.00 CO-ACCESSORY BUILDING $50.00 ELECTRIC $100.00 otal: $200.00 i Building Inspector �,�I Q_ ,`o��UF SOUTyolo 7 # TOWN OF SOUTHOLD BUILDING DEPT. ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ZD?i�� INSPECTOR CELD INSPECTION REPORT -DATE COMMENTS FOUNDATION (IST) FOUNDATION (2ND). cCa ROUGH FRAMING & \' PLUMBING 4H 9-3i � r Ulj INSULATION PER N. Y. y STATE ENERGY CODE Qj FINAL ADDITIONAL COMMENTS � l �` C � as • 0 � rrrl (�;u y x TOWN OF SO.UTHOLD BUILDING PERMIT APPLICATION•CHECKLIST DUILDING DEPARTMENT Do you have or need the following,before applying? -TOWN HALL Board of Health SOUTHOLD,NY 119` 14'sets of Building Pl s: TEL: (631) 765-1802 `PlanningBoaril approval' Fes::(631)765-9502 --�I Survey . Southoldtownny.gov PERMIT Na 1 `(� (,-�T(� Cheek Septic Form N.Y.S:D B:C. Trustees C-O.Application Flood-Permit Examined o, -20 Single&Separate Truss Identification Form Storm-Water assess: entForm: l1 Contact: .. Approved ,20 Mail"'to: C)a ,050x) ` Disapproved a/c ZTOi91f _I4 �0. �d CL Wf t9Sc Phone: 031 -)IQ "iy�� Expiration 20 Bui ec or t APPLICATION FOR BUILDING PEFI IT FEB - 5 2020 Dates- ,20—L _ INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Build' _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,reiationship 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 applic t. Such a permit shall be kept on thepremises 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 beenenacted 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 a liable, aws,.Qrdinances.or pp.: 4ai. Regulations,for the construction of buildings,additions;or alterations or for;reinoval or.deniblitiori.as Iiexein.dEscribed.The applicant agrees to comply with all applicable laws, ordinances,building'code,housing code,-arici regulations; i d to admit authorized inspectors on premises and in building for necessary inspections. �lY1Q�L� ' (Signature•of applicaiii or name,ifa,corporate n) �-i0 : w�A L lam k � f la�Z (Mailing address ofajiplicant) State wheth��)Ilican�it is owner, lessee, agent, architect, engineer, general contractor, electrician;plumber or builder Name of owner of premises Ku Pae-i - (As-on the tax roll or latest deed) ' If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 443 -i I 1. Location of land on which proposed work will be done: , 4115' House Number treet ` " `;_;Hamlet,.:: County Tax Map No. 1000 Section Subdivision I Filed Map No.• Lot 2. State existirig.use..and occupancy of premises:and intended use and occupancy of proposed construction: a. Existing use:and:occupancy ()j_s i d.Qaoj b. Intended use and occupancy &&MI J 3. Nature of work (check applicable):New Building Addition Alteration'' Repair Removal- - = Demolition Other Work 3tg,Z3 YID Maz?q Ti� Irnim (Description) 4. Estimated'Cost ' Fee (To be paid on filing this application) 5. If dwelling,.nurnber of dwelling units Number of dwelling units on each floor If garage;-number-ofcers- 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'aIterations or.additions: Front Rear Depth ! Height Number of Stories I 8. Dimensions o'f entire new construction:Front Rear Depth Height iNumber of Stories , I � a Qih^h 9. Size of lot:Front Rear Depth ��`!" 10 O.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 l 13.Will lot.be re�graded?YES NO Will excess fill be removed from premises?YES NO - �i`l�T H[kYdi • 14.Names of Owner of premises Kuri LLC -Address 411 MU PT -Phone No. I Name of--Arcl itect Address Phone No. Name of Contractor EL-an en T-rn—E �,F Address- Phone No. I 15 aIF.Is this property,within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * YES,'SO-Ur. b'TOOVN TRUSTEES'&'D.E.C:PERMIT'S MAY BE REQUIRED. b.Is this property wtliin.300'feet of a tidal.wetland? *YES. NO / * IF YES,D.E..C.PERMIT S 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. I . 18.Are there.any covenants and restrictions with.respect to this property? *'YES NO . *IF YES,PROVIDE A_COPY:'; STATE OF NEW YORK)• -- COUNTY OF. u `�� - �-{AaQ`. n p,��n :__being duly.sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the. QC (tokrabkok,Agent,Corporate Officer,etc.) of said owner oro ers,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. .I Sworn to before Le.1hi ,6'•,CL day of 4 20 I I ,PATRICIA A MAY No PubliIc-STATE of New YORK Signature of Applicant No. O1 MA4676634 Qualified in Suffolk County My Commission Explres March 30, 20 V 9- 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. N- 2019 New Construction: Old or Pre-existing Building: °� (check one) Location of Property: 4115 bio& ?1 RowD a-4 Y' n .CV-) House No. Street Hamlet Owner or Owners of Property: Rd= Suffolk County Tax Map No 1000, Section 02 Block Lot Subdivision - Filed Map. Lot: Permit No. 7j Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: i Request for: Temporary'Certificate Final Certificate: ✓ (check one) Fee Submitted: $ ` 7 7 nib atur-e_.-._._.•-_- ._.._-__. Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) ku Pfte-1 Li-c 4115 Rocky Point Rd 1, Nikola Duravicevic residing at (Print property owner's name) (Mailing Address) East Marion NY 11939 do hereby authorize ELUENT EW EI-CiVLI-Q- (Agent) SU nd Ave mA++rh.cto apply on my behalf to the Southold Building Department. 1/31/2020 (Owner's Signature) (Date) Nikola Duravicevic (Print Owner's Name) � o Town Hall Annex Telephone(631)765-1802 54375 Maio Road pax 6�g p2. ' P.O.Box 1179 G. Q roger.richertl0wn sotJtholtl.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: l Name- License No.: _ L Address: 'Phone No.: - 3 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: 1(S 0 'oL4 T an K) Ilg3 *Cross Street: A ci P" *Phone No.: Permit No.: Tax-Map District: 1000 Section: 21 Block: I Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) � � cot C)Tea k__p lu 0 `lel.K ('6 31.5_�3[a �5 K�� Ct ncl 1 15 Enp1xgg 1,Q1 CSO 7_-US 2 ,� w ploLx X LCE2 82cj U - ed fo (Please Circle All That Apply) _ Is job ready for inspection: YES O. Rough in ^MFinal *Do•you need a Temp Certificate; YE NO ` Temp Information(If needed) *'Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82-Request for Inspection Form �� Town of Southold COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES January-30th, 2020 Building Department AS REQUIRED ONS OF Town Hall Annex Building 54375 Route 25 SOUTHOLD TO A P.O..Box 1179 SOUTH OWN PLANNING BOARD �o Southold, NY 11971 SO HOLD TOWN I RUSTEES N.Y.S. Subject: Roof Mounted Solar—Pates at t�Duravicevi ence. 4115 Rocky Point Road, East Marion, NY 11939 To Whom It May Concern: I hereby state that it is my professional opinion-that the subject plans comply with the 2015 International Residential Code, the 2017 Uniform Code Supplement, ASCE 7710, and NFPA-70 (2014 National Electric Code). These code requirements include the fact that the roof framing is . adequate to support the additional loads from solar panels as well as roof ridge,and peak access"to first responders. I have evaluated the structural framing of the existing roof with the additional loading to_account for the proposed solar panel application: Deflection and.stresses.of the structural components remain within the.allowable for the existing roof for wind pressures from 130 mph, 3 second. gust, Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations and methods are as indicated in the submitted plans. From the site inspection and analysis, and.as evidenced by previous roof loads withstood, it is my professional:opinion that the existing building and roof framing is structurally adequate to support the reactions of the solar panels in addition to the existing code required live and dead_ loads. Also.the wind analysis concluded that the mounting system as shown on the plans is adequate to resist the calculated uplift pressure. The dead load of the heaviest solarepanel assembly in this evaluation is approximately 2.7 pounds per square foot. Please contact me if you have any questions or comments about the above. occu' Sincerely, ��;� � DATE�U1*g_ B.P.# NEW FEET ' 28-2aY: ��_ 1 i)EER 0 James'Deerkoski PE NOTIFY BUILDING DrPAi�, ENT Al� � C" J okp � Q w :'.. ' 765-1802 .:8.:AM -TO--.4 P iv1 FOR THE 260 Deer Drive FOLLC)WING INSPECTiOi 11,3: Mattituck, NY 11952 1. FOUNDATION - TWO REQUIRED 631-774-7355 FOR POURED CONCRE I(E .501- w� 2. ROUGH - FRAMING & PLUiMRING ARoF�S 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETIE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NcW YORK STATE. NOT RESPONSIBLE FOP, DESIGN OR CONS i RlJCT10N ERRORS, RLEMCAL MMMON REQUIRED LEGEND DESIGN b DRAFTING BY: ®E)OS TING UTILITY METERN ELEMENT ENERGY LLC MAIN SERVICE PANEL EWE[)BY J.M.NABCEP CERTIFIE NEWA/C DI SUB-PANELS 0° 051112-129 COM IBWFR ' INVERTERS WREVISIONS D ELECn=E MPV PV MODULE MEW 270°CI O90°E DESCRIPTION DATE REV —w►claNG RAO. 240° f7 120° 0 ATTACHMENT POINT 210° y 150° ---RAFTERS 180° .--ROW PITCH ANGLE S summ METER ®`ENT OPLUMSING VENT ®5(Y LIGHT CONTRACTOR M�IMNEY ®GOOD CONOIRONCOMPOSITE � POTENTIAL SHADING ISSUES LLJTRIMI/IREMOVE AS NECESSARY ELEMENT ENERGY. LLC, 7470 50UND AVE /�MhW Iv1ATTITUCK. NY 1105 LICENSE# 43R89-H LICENSE# 52G89-Mf- 24' 2G89-ME 24' .., 3G' . I PROJECT NAME 11'-G" ' Lu Q 3G'-9"' - Lu O 0 UDZQ > T � (v _ w `1( F NE(yy SHEET NAME 0�, 0 51T PLAN m SQA 0 5`Z �= DRAWING5CALE ���ss►oN �- RI e T o S" CONSTRUCTION NOTES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER MANUFACTURERS INSTALLATION INSTRUCTIONS. FV-2 l '_2 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINT(GHT WITH MINIMUM NEMA 3R RATING. �/ 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1000-21 - 1 -30.3 DESIGN 6 DRAFTING BY: ELEMENT ENERGY LLC IEWED BYJ.M.NABCEP CERTIFIE Al 051112-129 °0 REVISIONS DE5CRIPiI0N DATE REV 1.30. 110) A°o 2'00 0 1490.E DETACHED GARAGE %9 ARRAY#I 32 MODULES 01 PITCH2I II 157*AZIMUTH I I CONTRACTOR ELEMENT ShIERGY. LLC. 1470 SOUND AVE MATTITUCK, NY 1195 w. LICENSE # 438941 ------------ ------- LICENSE# 52G59-Iv1E I _ PROJECT NAME w. I . . I +11 + - 2 - �4,-9 --------------- - In 0 >- FTFfit [ I'll 0_ r' > Ln CONSTRUCTION NOTES —1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. LEGEND Q 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH DOSTI MINIMUM NEMA 3R RATING. ,�P [ -��)"O a�MCIE PANEL W 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE �' ��� 'A NEW PV SUB-PANELS FIELD VERIFICATION. * �+r -' 0 0� * COW NECT SHEET NAME CONSTRUCTION SUMMARY - DETACHED GARAGE n r''�= @ 00 ELECTRODE (32) QCELLS Q.PEAK DUO BLK-G5 3 15 WATT PV MODULES 2 '� w ;�A PV MODULE R00 f DETAIL 2 (DIMENSIONS: 66.3°x 39.4"x 1.3") Nit+ '_ '• �� _RACKING RAIL (32) ENPHASE IQ7-GO-2-U5 MICRO INVERTERS 0.10 0r25G (45)ATTACHMENT POINTS @ G4"OC MAX. � o ATTACHMENT POINT(214) LF IRONRIDGE XR100 MOUNTING SYSTEM. OPESSIONP ___RAS ROOF TYPE = EPDM MEMBRANE(SINGLE LAYER) �PM ANGLE DRAWING SCALE 'SYSTEM SPECIFICATIONS * NOTES' ®SUNRUN MEM N .T.5. TOTAL SYSTEM SIZE: 31 .50 kW ®VENT MODULES: (100) QCELL Q.PEAK DUO-BLK G5 315 PV MODULES OPLUMBMG VENT INVERTERS: (100) ENPHA5E IQ7-GO-2-U5 MICRO-INVERTERS ®SKY LIGHT (32) MODULES INSTALLED ON THE DETACHED GARAGE ®aHInHNEr SHEET NUMBER p (15) MODULES INSTALLED ON THE POOL HOUSE CGMPGSTE SHINGLES ! V-3 (50) MODULES INSTALLED ON THE GROUND-BASED SYSTEM TAX MAP: 1000-21 - 1 -30.3 Goon AL SHADING POIENTHAL SH/WING ISSUES 7RBM/RElHGVE AS NECESSAR if DE51GN A DRAFTING BY: ELEMENT ENERGY LLC IEWED BY J.M.NABCEP CERTIFIED 051112-129 N 00 REVISIONS DESCRIPTION DATE REV 0 Okt.�ItAI O •30-?.rT2?7 2Qpo 27po � �9po r8 po 7S 0 o7200 F S C POOL HOUSE ONTRACTOR ELEMENT 70 50UIN � C. DAVE 74 MATTITUCK, NY 1 1052 LICENSE # -43889-H LICENSE# 52G89-Mf- -loll PROJECT NAME 1 I I tv,Inn LLJ IL. tu ._ q71- 0 4 > u0 ARRAY#2 U 0 Q 18 MODULES O°PITCH 154°AZIMUTH CONSTRUCTION NOTE5 — 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. LEGEND 2.)ALL OUTDOOR EQUIPMENT SHALL BE RA(NTIGHT WITH W MINIMUM NEMA 3K RATING. SMAIN SIItp°�G°STM� NCE PANEL 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE NEw PV SUB-PANELS FIELD VERIFICATION. � F Etq, A�c�Nols�coOECT SHEET NAME CONSTRUCTION SUMMARY - POOL HOUSE �Q� �� ��O GND INVERTERSINVERTERSp - i (18)QCELLS Q.PEAK DUO BLK-G5 315 WATT PV MODULES ��y 0 � � �E R0'� 0 f .D ETAI (DIMENSIONS: GG.3"x 39.4"x 1.3") '� ��s �� �r �{ � � (18) ENPHASE IQ7-GO-2-U5 MICRO INVERTERS �—rj Lu —RAq°N° L Lu ATTACHMENT(44)ATTACHMENT POINTS @ G4"OC MAX. m +s S e0 ATTACHMENT POINT (20 1) LF IRONRIDGE XRI 00 MOUNTING 5Y5TEM. ZN s ,� , • ;.: ___RAnM ROOF TYPE= EPDM MEMBRANE(SINGLE LAYER) 6 07 5() PITCH DRAWING SCALE `SYSTEM SPECIFICATIONS *- NOTE5' A�OFESSiON\' ®SMUN MEM TOTAL SYSTEM 51ZE: 31 .50 kW I v ° ° ®VENT MODULES: (100) QCELL Q.PEAK DUO-BLK G5 3 1 5 PV MODULES PLUMMNG VENT INVERTERS: (100) ENPHA5E IQ7-GO-2-U5 MICRO-INVERTERS Q0 1": (32) MODULES INSTALLED ON THE DETACHED GARAGE 5HEET NUMBER (18) MODULES INSTALLED ON THE POOL HOUSE ®��� FV-4 (50) MODULES INSTALLED ON THE GROUND-BASED SYSTEM IN TAX MAP: 1000-21 - 1 -30.3 `� "� PO1��SING ISSUE TRIM DESIGN C DRAFTING BY: ELEMENT ENERGY LLC VIEWED BY J.M.NABCEP CERTIFlE 051112-129 p° 0 REVISIONS O�NI DESCRIPTION DATE REV 0 0 0 ,rho IV rl� Np 5 CONTRACTOR ELEMENT ENERGr', LLC. 7470 50UND AVE GiKOUND MOUNT MAS i ITUCr., NY 1 19522- - HGEi JSE-P 52G39-ME - .. I . - . iPROJECT NAME _ LL-I �) - of) - f �) 171 d � — I.. R U O q.. .. .. .... w 0 E/ urte/ <C > ARRAY#3 � 50 MODULES 20,PITCH LEGEND CONSTRUCTION NOTES 192'AZIMDTH Q < 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE SMAIN AINISE unETY METER WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. M ��PANEL NEW PV SUB-PANELS 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH �Bu NECT SHEET NAME MINIMUM NEMA 3R RATING. INVERT 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE ® we awrn DE FIELD VERIFICATION. m"uonuv- ROOF DETAI 'SYSTEM SPECIFICATIONS *- NOTES" E F yV y —RACKING RAIL TOTAL SYSTEM SIZE: 31 .50 kW �Q s DE O 0 ATTApiMENT POINT MODULES: (100) QCELL Q.PEAK DUO-BLK G5 3 1 5 PV MODULES `'' �� ; o �� ___RAFTERS INVERTERS: (100) ENPHA5E IQ7-GO-2-US MICRO-INVERTERS �* ��* w ; ;�� I=ANctE DRAWING SCALE (32) MODULES INSTALLED ON THE DETACHED GARAGE (I 8) MODULES INSTALLED ON THE POOL HOUSE Z r°< �suNRUN METER I N .T.5. (50) MODULES INSTALLED ON THE GROUND-BASED SYSTEM `p ''��r - C�� ®vmff O CONSTRUCTION SUMMARY- GROUND BASED SYSTEM 07j50 OPLUMMG VENT (50) QCELLS Q.PEAK DUO BLK-G5 3 1 5 WATT PV MODULES A�0PESSIO ®�'LIGHT SHEET NUMBER (DIMENSIONS: GG.3" x 39.4"x 1 .3") x/ comwaY CWPOSITE SHINGLES FV-5 (50) ENPHASE IQ7-GO-2-U5 MICRO INVERTERS ®Goy CONWiION (340) LF IRONKIDGE XR-1000-204A TAX MAP: 1000-21 - 1 -30.3 POTENTIAL SIMM ISSUES TRIM/REMOVE AS LOAD CALCULATIONS ARRAY#I ARRAY#2 ARRAY#3 ITEM DESCRIPTION ARRAY#I ARRAYS#2 ARRAYS#3 DESIGN d DRAFTING BY: Module Wel ht 41.20 I_Gs 4 1 .20 Lbs 41.20!_bs (D) Deckln 314"PIY_wA OOD !"TONGUE*GROVEE NIA ELEMENT ENERGY LLC #of Modules 32 18 50 (J) Joist 14"TJ1230 @ I G"O.C. 9.5"TJI W.:OD JOIST @ I G"O.C. N/A IEWEO BY J.M.NABCEP CERTIFIE 051112-129 Total Module Wei ht 1 318.4 Lbs 74 I.G Lbs 2060.0 Lbs (P) Pitch Total Len th of Rail 213.3 Ft 201.0 Ft. Rail WeI ht er Foot 0.68 Lbs O.GS Lbs NIA REVISIONS Total Rall Wei ht 1 26.96 Lbs 4 1.3 Lbs i'/A DE5CRIP ION DATE RFV #of Standoffs 40 16 50 A ' I:ed to rackln xiF,a;al- o s- c,2;a Wei ht per standoff 2 Lbs 2 L'v-s N/A Total Standoff Weight 50 Liss 32 Lbs N/A Total Array Wei ht 13GO.G Lbs 444.1 U251 20GO.0 Lbc� Point Load 34 Lbs 27.8 Lbs 4 1,2 Lbs Total Array Area 5 1 2.9 54. ft 164. 1 5ci fti 9 1 !.G 5cq ft -Array Dead Load 2.71-17sroi Ft 2.71_bs/5 ftl 2.3 Lc5/5 Ft — - r / - CANTILEVER E-W PIER SPACING CONTRACTOR i EI-f-MENT ENERGY, LLC. i11F1 r 7470 SOUND AVE As er ASCE 7-Method 1: 6-2 a e - MAT T ITUCI , NY 1195 P net=A Fzt I Pnet30(ecl 6-2) sec 6.5.7 I ne a e - # Y LICEN5E# '43889-H CLIMACTIC AND Ground Mni 5peeJ Live load, Point Max fastener LlCffN5c# .52689-ME GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout loa Fastener Type spacing along CRITERIA Pg mph A5CE7, p5i Ib. rads, in. A # 20 130 # 468 5/1 G"x G"Stainless Steel 64" Roof Section B # TYP, TYP. # TYP. Lag Bolts -----FULL CROSS PIPE LENGTH 72'-3" PROJECT NAME For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. [FLAT ROOF] [GROUND MOUNT] ( � 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 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 I j--- or C 652. C) G — 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 �r-^� the minimum depth of footing below finish grade. ROOF FRAMING DETAIL i W 0 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 subterranean termite damage. " d. The jurisdiction shall fill In this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure U category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. 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 i International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience L r W C� as determined by the building official. f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. / ;} g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Ln 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 NORM CL. � minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, T-2 5'$' ..1 as amended or revised with: PITCH 20 'x°"\ _ [] I.The accompanying Flood Insurance Rate Map(FIRM), "`- LLJ ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with an revisions thereto. 5ouri,c RANGE 2-a• i PP 9 9 Y r-5• '� �•_•� The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. SHEET NAME 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 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:' J STI\U "�' 13 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 �� F NE 100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32"F)" a'g 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 ��`'•.: ,`F �-n��� Freezing Index-USA Method(Base 32"F)" HOLE D m T f , :_ � k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind �^- DRAWING SCALE 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 table. rn 1. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this `` W j1 r NOTED�j c{�y -S PIER SPACINGS N "`- "; w� 5 N O t L 1 I part of the table with"YES"and � / ��"JJJ VV 1 V M. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall OA 0 indicate"NO"in this part of the table. n. 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 HOLE°,'^" SSIO 1000 feet.Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 lbs/ft2 for every 100 feet [GROUND MOUNT] [RO N-I, SHEET NUMBER above 1000 feet. _ (•) See Figure R301.2(4)B. TAX MAP: 1000-21 - 1 -30.3 MOUNTING DETAIL n na/arts t}it:+D:u c.:: sr_, '5Y5TEM SPECIFICATIONS#NOTES' :•I Aires.;x,a:r,+:x^:;r•'Ei'2 DESIGN£DRAFTING BY: nta+as u:At .n_c;'.,un.- fsXAes+D°ue,mcx ELEMENT ENERGY LLC TOTAL SYSTEM SIZE:31.5 kW - " - ' MODULES:(100)QCELL Q.PEAK DUO-BLK G5 315 PV MODULES r Tr i REVIEWED BY J.M.NABCEP CERTIFIE INVERTERS:(100)ENPHA5E IQ7-60-2-U5 MICRO-INVERTERS • • � 051 1 12-129 (32)MODULES INSTALLED ON THE DETACHED GARAGE ---------------------- ' (18)MODULES INSTALLED ON THE POOL HOUSE (50)MODULES INSTALLED ON THE GROUND MOUNT REV15ION5 1 El 0 1 '�l r�,,r ai�• 1 DESC • • • RI TE REV PfION DA i a 193 r _____________ ___ - AC OISCCNrIE„T TO UTILIIYGRID Qr--;4riFL i:'-S!%-LC!21? ( I / � EFURctTlo"u I I EYPeIA°Y ORMCH - UIILNI'AQIER U:LEIr G1Ed M'vt .. I-PH/9E:24pV i I 1 I ....•,.o.zro --------------------------- -- -__-� [NIMA:E I-G EDMENIC°� 1 1 �o:;-r:c.;1,i•'rrr,E r7:n:rrcc+,,r:nG. ;'e,. 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ORIGIN ATION Size PER POLY OUA1ITTry BAAla,eBHvDETE INSULATION 5RC DUArmre INSU0,TION (CWAL) Tem 917E TEMP DERATE 015TNIGE , s:a t9p12uPs, -Y IrNmosz COMBINER Mix AWG110 1 C. 0.8 U3E-Zw W°e AWG 98 1 BABY CU OEEHAIR.IT I` 7M0.65 T 0.84° ` J 5 r,``'r �O COAIDNERPANEL AC1)=IINECr :�:..:,;«. 1 3 1 TINRI-2 ,.. "D I THWII.2 CII FVC i ."5'i 0.87 �'T 0.6% !-\ (G-1 L•` /FO �� n/ �� -- COMBINMPANEL AC015C0IIr1ECT 1„;G 4-`0 1 3 I TIM1'R✓-2 .•C-p3 I THWN-2 CU PVC 1 q°.°': 0.87 T.G I'r 2.6@ ' CO/A511IMPNIn ACDISCOIINECT v,0•! 1 3 1 THWTI.2 -,".xp I TM'AI-2 CU PVC I _ 0.87 .,_Y. 2.54= AC 015CONNECT SERVICE EL PANn..W! °L. I 9 I TMNN-2 P'i!, I THW9I-2 CU PVC -%: 0.87 ^f. O.BA, r SERVICE PP11Pl AC D15COHNECT 3 I THWII-2 .ri CIE. I THWN-2 CU PVC :'l 0.87 Pr 2.7 T ,F `` -30.3. LU AC015WNIXCT SERVICEMIEL n:.T,t•+ I 3 1 TK"-2 +...,s:� I TIftVN.2 CU P!C ' 0.87 O.0 96 I AX ELECTRICAL NOTES A 07. O !G� SHEET NAME R 1.)ALL EQUIPk4ENT TO 8E 1.1;6r ED BY LII-OR OT HER NY',TL,.MID LABELED FOP.ITS APPLICATION. CALCULATIONS FOR CURRENT CARRYING CONDUCTORS _ 2)ALL CONDUCTORS SHALL BE COPPER,RATED FOR GOO V A11D 0Cw Wf.T ENVIR.OM MENT'' fi5 PV Source Circuit Wire Am act Calculation Modules er Stnn GHRF+GE: I G,t I G3.)I+bIPING,CONDUIT.AND RA<.F b:i�{5 MOUi%ITED OPI ROOFTOPS SHALL BE POUTED DiPEGTLY #I PV Source Circuit Wire Ampaclty Calculation P t7 p 9 -LINE LIA. TO,AND LOCATED AS CLO51A5 POSSIBLE TO THE NEAREST RIDGE.i11P,OR VALLEY. [NEC 690.8(8)(1)]: (15c.)'(r#of ttnrig3)'(I.56)= 20 A [NEC 690.8(8)(1)]: (15c:)'(�`of 5tnngr,)•(I.5G)=40 A POOL HOUSE: 18 4.)V✓ORfJIIG CLEARAr-ICES AROUND ALL HEIM APID tM5TING ELECTRICAL EQUIPMENT SHALL AwG;#12.8tnpiclty'`Templlerate'Condmi.Pill Derate= 20.8 A. A'v+tG#G,amp;ioty'Temp De at,� C 7nriult Fill Dr r;atc=65.25 A \E'.. D. MT,: 15, 15, 10* 2r , 6 5.25 A>40 A,therefore DC-.tire s¢e Is valid. 10 COfv1PL'1'+rblTFl NEC I I p.2C,. �.�A%' 2O A, there-for.,,DC•rare sizF Hi vah,:a. 5.)DRAWING5 INDICATE THE GENERAL AR.P,ANGE1vIENT OF 5Y5TEM5.COHTRACTOR.SHALL, #2 Combined Inverter OutputP y Wire Am acit Calculation #G Combined Inverter Output Wire Ampaclty Calculation _4r Moduleser Inverter I FUR31,1151-1 ALL NECESSARY OUTLETS.SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL Number of Inverters 100 DRAWING SCALE AND Inverter Output Circuit OCP Calculation(Inverter Imp)'(I.25) =40.0 A Inverter Output Grant OCP Calculation(Inverter imp)*( - �A APPLICABLE CODES AND STANDARDS. A4'dG K.derated )uipacity`jemp D&,,3te)'(Cc-ndurt Fill Derate_)= Ga5.25 A A^tG;#2,r Brat-d ampac;t:y"tTamp Derate)'(Conduit Fill Derate)= 1 13.1 A Record low temp I OVC G.)WHERE 51ZES OF JUFICTION DOKES,RACFWAI 7,AND CONDUITS ARE NOT SPECIFIED,NT"r.F-1G5.25 A>40.0 A,therr;fo re AC tines size la valid. 1 13.1 A>40 A-therefor?Ai%vias 5we I,-,vahrl, Voc Temp Coeffinent -0.24%'C � °T e•✓° � THE COACTOR 51-1ALL SIZE THF_M ACCORDINGLY.ACCORDINGLY. DC SYSTEM SPECIFICATIONS 7.)ALL WIRE T 'UA NATIONS SHALL BE APPROPRIATELY LABELED AND READILYVISIBLE. #3 Combined Inverter Output Wire Ampacity Calculation #7 Combined Inverter Output Wire Ampaclty Calculation 8.)MODULE GROUND(FIG CLIPS TO BE INSTALLED BETV,rEIi MODULE FRAIv1E AND MODULE Inverter Output Circuit OCP Calculation(Inverter Imp)'(1.25) = 62.5 A Inverter Output Circuit OCP Calculation(Inverter Imp)'(1.25)= G2.5 A Operating Current 9.4 A SUPPORT RAIL,PER THE GROUNDING CLIP MAHUFACTUP.ER'S INSTRUCTION, AWG 410,derated ampaoty`fTemp Derate)`(r_xidult Ful Derate)= 22G.2 A A'bG#'4. deratp-1 ampacaty"(Tenip Derate)'(Conrimt rill Derate)=82.G5 A, Operating Voltage 33.45 V 9.)MODULE SUPPORT RAIL TO BE BONDED TO CO1ITIN0005 COPPER G.E.C.VIA WEED LUG 226.2 A 7 62,5 A. therefore AC vire ,1ze r5 valid. 82•65 A>62.5 A,therefore.AC tvlrl.51ze e;v.alld. Max.5 tem Voltage 44.2 V Ys 9 SHEET NUMBER OR IL5CO G5L-4DBT LAY-IN LUG. Short Circuit Current !2.4 A 10.)THE POLARITY OF THE GROUNDED CONDUCTOR5 15(pnsltive/negativey #.4 Combined Inverter Output Wire Ampaclty Calculation FV-7 \ /_°'7 OR Inverter Output Circuit OCP Calculation(Inverter Imp)'(1.25) = 22 �/ /.5 A AC 5YSTEM SPECIFICATIONS 10.)THE DC SIDE OF THE PV 51 hTEIA 15 UNGROUNDED AND SHALL COIviPLY WITH NEC G-j0.35. AWG M.derated arnpaclty"(Temp Derat,,.)-(Coudult Fill Derate)=82.65 A Max AC Output Current 62.5 A 62.G5 A>22.5 A,ther'efcre AC'airr,71%t-o valid. Operatinq AC Voltage 240 V