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Home My WebLink AboutSP-23-038 - Supplemental - 0034 Patchen Road 180 Market Street South Burlington, VT 05403 tel 802.846.4106 www.southburlingtonvt.gov Application #___-____-_____ (office use only) SITE PLAN / CONDITIONAL USE / MISCELLANEOUS / VARIANCE APPLICATION FOR DEVELOPMENT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board or Administrative Officer, as applicable. Type of application (check): ( ) Site Plan Application ( ) Includes request for conditional use ( ) Stand-alone request for a conditional use (Form Based Code, single family and duplex residential properties only) ( ) Miscellaneous Application ( ) Request for a variance. If you believe you are seeking a variance, please reach out to Planning and Zoning Staff first. 1. PROJECT STREET ADDRESS: 2. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone) 3. APPLICANT (Name, mailing address, phone) 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone): 4a. Contact email address: 6. TAX PARCEL ID # (can be obtained at Assessor’s Office): DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 Alexia Ostrout 442 US Route 2, Waterbury, VT, 05676 18028828700 X 1290-00034 alexia.ostrout@suncommon.com Alexia Ostrout 442 US Route 2, Waterbury, VT 05676 18028828700 Brilliant Properties South Burlington LLC 34 Patchen Road, South Burlington, VT, 05403 2 Site Plan Application Form. Rev. 01-2020 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses on property (include description and size of each new use and existing uses to remain): d: Are Transfer of Development Rights (TDRs) being utilized? Yes No If yes, please identify how many and from which parcel (street address) e. Total building square footage on property (proposed buildings and existing buildings to remain): f. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): g. Number of residential units (if applicable, new units and existing units to remain): h. Number of employees (existing and proposed, note office versus non-office employees): i. Type of existing or proposed encumbrances on property (easements, covenants, leases, rights of way, etc.) DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 Existing leases X Max 6 2 floors Building use will remain the same. Building serves as a business N/A 2,993 square feet Installation of a 15kWAC ground-mounted canopy-style solar PV system. This includes 42 solar modules and racking attached to the timber frame of the canopy. This also includes electrical work to interconnect the system on the canopy to the business’ electrical system and to the utility grid via net metering. Cars are able to park under this canopy. c 3 Site Plan Application Form. Rev. 01-2020 j. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE (ALL information MUST be provided. For Planned Unit Developments involving multiple parcels, attach additional sheets) Total Parcel Size: acres / sq. ft. a. Building: Existing % / sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c. Front setback non-building coverage (along each street, commercial properties only) Existing % / sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) * * Projects disturbing more than one-half acre of land must follow the City’s specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. NATURAL RESOURCE INFORMATION a. Are there any Natural Resources (as defined in the Land Development Regulations Article 12) on the subject property? Yes No b. If yes, is the proposed development encroaching into any of these natural resources (list area of resource encroachment by type) c. If yes, please submit the following with this application: i. A site specific or GIS based natural resource mapping or delineation of the entire property as required by Table 12-01. ii. Response to the standards described in the relevant section of Article 12 for the impacted Natural Resource (applicant is strongly encouraged to have a resource expert respond to these criteria). 8. COST ESTIMATES a. New Building or Addition, including initial fit-up (if initial fit-up cost not available, contact Department staff): $ DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 2,993 .25 AC ~61 ~434 sq.ft. X ~6,664 27 ~4 ~439 4 Site Plan Application Form. Rev. 01-2020 b. Landscaping: $ c. Other site improvements (please list with cost): 9. ESTIMATED TRAFFIC a. Land Use Code(s) Used, Independent Variables, Calculations: (attach additional sheets as necessary) b. P.M. Peak hour for entire property (In and out): 10. PEAK HOURS OF OPERATION: 11. PEAK DAYS OF OPERATION: 12. ESTIMATED PROJECT CONSTRUCTION SCHEDULE AND DATE OF COMPLETION: 13. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City’s Land Development Regulations. All application materials listed in LDR Appendix E, with plans provided as individual sheets and named to include sheet number and latest revision date, must be submitted digitally. An application fee shall be paid to the City at the time of submitting the application in accordance with the City’s fee schedule. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT DATE OF SUBMISSION SIGNATURE OF PROPERTY OWNER PRINTED NAME OF PROPERTY OWNER ___________________________________________________________________________ Do not write below this line I have reviewed this site plan application and have taken the following action: Date of Complete Application: DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 Total cost of canopy job: $90,343.28 August/Steptember 2023 12-6pm Friday-Saturday Alexia Ostrout 5 Site Plan Application Form. Rev. 01-2020 Date Issued Decision: or Date Referred to Development Review Board: _______________________________________________________ Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 1180 Commercial DriveFarmington, NY 14425 p: 585.924.3860 f:585.924.9962 2675 NE Orchard Ave McMinnville,OR 97128 p: 503.437.9017 f: 503.437.9132 www.newenergyworks.com Owen MacDonald Owen MacDonald TF Champion:Mike Gullace TF Project Manager:Owen MacDonald B Y D A T EN O.P R O J E C T N U M B E RD R A W I N G I N F O R M A T I O N C L I E N T I N F O R M A T I O N Copyright © 2012 NEW All rights reserved.All material contained within is property of NEW and not tobe reproduced without permissionISSUE DATE Drawn By: Reviewed By: R E V I S I O N I N F O R M A T I O N 21-A-412-1 --SunCommon Carport - Double3.18.2022 COVER SHEET & PROJECT INFOT-0.0Timber Framed Carport- Solar panels, rails, clips, steel boot wrap, helical piers and associatedconnections are not in NEW scope.Embellishments:Finish:Exterior: Single Coat of Benjamin Moore ArborcoatExterior Oil Finish Translucent 326-10 NaturalFRAME INFORMATIONProject Scope:Material:Notes:PROJECT INFORMATIONTimber Frame Project Manager:Timber Frame Champion:Contractor:Address:Phone:Fax:Cell Phone:Contact:Architect:Address:Phone:Fax:Cell Phone:Contact:Owner:Address:Phone:Fax:Cell Phone:Contact:SunCommonSolar Carport - DoubleOwen MacDonaldDarren WatsonSunCommon442 US-2Waterbury, VT 05676---------------The material is to be kiln dried Douglas Fir. The material will be No. 1 andbetter (free of heart) although no grade stamp will be affixed. These materialswill be planed to dimension. The timbers are kiln dried to a maximummoisture content of 19% measured 1" in (with moisture content high enoughto cause some further checking and shrinkage.) Note: due to the kiln dryingprocess timbers will be finished to the 14" size. I.e.: An 8x8 timber will finish to714"x714".14" radius edges on all timber edges. Knee braces areto be straight with the same edge details.DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 1180 Commercial DriveFarmington, NY 14425 p: 585.924.3860 f:585.924.9962 2675 NE Orchard Ave McMinnville,OR 97128 p: 503.437.9017 f: 503.437.9132 www.newenergyworks.com Owen MacDonald Owen MacDonald TF Champion:Mike Gullace TF Project Manager:Owen MacDonald B Y D A T EN O.P R O J E C T N U M B E RD R A W I N G I N F O R M A T I O N C L I E N T I N F O R M A T I O N Copyright © 2012 NEW All rights reserved.All material contained within is property of NEW and not tobe reproduced without permissionISSUE DATE Drawn By: Reviewed By: R E V I S I O N I N F O R M A T I O N 21-A-412-1 --SunCommon Carport - Double3.18.2022 ISOMETRIC VIEWT-0.1Scale:1ISOMETRIC VIEW1/2" = 1'-0"Design CriteriaTHIS TIMBER FRAME STRUCTURE IS SUITABLE FOR BUILDING SITES IN NEW ENGLANDAND NEW YORK THAT MEET THE FOLLOWING DESIGN LOAD CRITERIA:1.Snow loada.Ground snow load: 80 PSFb.Snow exposure factor: 1.0c.Snow thermal factor: 1.2d.Snow importance factor: 1.0e.Flat roof snow load: 67 PSFROOF SNOW LOAD IS BASED ON ASCE 7-16 CHAPTER 7. SITING OF STRUCTURESDIRECTLY ADJACENT TO BUILDING WITH LARGE ROOF AREAS ABOVE, ESPECIALLY WITHTHE POTENTIAL FOR SLIDING SNOW, SHOULD BE REVIEWED BY FIRE TOWER ENGINEEREDTIMBER2.Wind loada.Basic wind speed: 115 MPH (ULTIMATE)b.Risk category: IIc.Wind exposure category:Cd.Wind topographic factor: 1.03.Seismic loada.Risk category: IIb.Seismic importance factor: 1.0c.Mapped spectral response acceleration, Ss:0.45d.Mapped spectral response acceleration, S1: 0.13e.Site class: Df.Spectral response coefficient, Sds: 0.42g.Spectral response coefficient, Sd1: 0.19h.Seismic design category: CTHIS TIMBER FRAME IS DESIGNED AS AN OPEN, FREE-STANDING STRUCTURE. IT IS NOTDESIGNED TO BE ENCLOSED. IT IS NOT DESIGNED TO SUPPORT OTHER CONSTRUCTIONOR ATTACHMENTS BEYOND THE SOLAR ARRAYS AND RACKING. IT IS NOT DESIGNED TO PROVIDELATERAL STABILITY FOR ANY OTHER STRUCTURES OR ATTACHMENTS. IT IS NOT DESIGNED FORCONFIGURATIONS WITH MORE THAN ONE BAY WITHOUT FURTHER REVIEW BY FIRE TOWER ENGINEERED TIMBER4.Building code: 2015 International Building CodeGeneral Notes1. Foundation is to be designed by others to resist the following allowable stress design reactions at the baseof each post:a. Downward: 17.5kb. Upward: 5.6kc. Shear: 3.0k2. Douglas fir is a medium decay resistant species and requires maintained protective coatings for long-termdurability in exterior conditions.3. Allow for erection loads and for sufficient temporary bracing to maintain structure safe, plumb, held downand in true alignment until completion of erection.DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 1180 Commercial DriveFarmington, NY 14425 p: 585.924.3860 f:585.924.9962 2675 NE Orchard Ave McMinnville,OR 97128 p: 503.437.9017 f: 503.437.9132 www.newenergyworks.com Owen MacDonald Owen MacDonald TF Champion:Mike Gullace TF Project Manager:Owen MacDonald B Y D A T EN O.P R O J E C T N U M B E RD R A W I N G I N F O R M A T I O N C L I E N T I N F O R M A T I O N Copyright © 2012 NEW All rights reserved.All material contained within is property of NEW and not tobe reproduced without permissionISSUE DATE Drawn By: Reviewed By: R E V I S I O N I N F O R M A T I O N 21-A-412-1 --SunCommon Carport - Double3.18.2022 POST PLAN AND DETAILST-1.0Scale:1POST PLAN1/4" = 1'-0"19'-334"10'-412"21'-11116"Scale:2POST BENT 1 DETAIL1 1/2" = 1'-0"T.O. BEARING SURFACE0'-0"12" 1'-0" 4"6"112" SCH. 40 PIPE x 12" (ASTM A53 GRADE 8), 14"FILLET WELD ALL AROUND TO 12"x634"x1034"PLATE (ASTM A36)(2) ASTM A575 GRADE M1020 1516"Ø x 5" PINAND (4) FACE GRAIN WOOD PLUGSLEAVE LOOSE FOR INSTALL BY OTHERS714"914" 1114"129.46°2212" THROUGH TENON1"Ø WHITE OAK PEGSTYPICAL134"8X12 POSTS TYPICAL1034"BEARING PLATE63 4" BEARING PLATEPOST BOTTOM1034"338"538"1114"POST714" POST 8X12 POSTScale:3POST BOTTOM PLATE3" = 1'-0"ENTIRE STEEL POST BOTTOMASSEMBLY TO BE BLACKPOWDERCOATED(2) 34"x3" IMPEL RODS (ONE EACH SIDE), PLUGW/ 1"Ø PEG(2) SCREWS TO HOLD STEELUP INTO END GRAIN BY N.E.W.HELICAL PIER (BY OTHERS),WELDED TO POST BASE (BY OTHERS)TOUCH UP WITH CORROSION RESISTANTCOATING AS NECESSARY AFTER WELDING(2) 6.5MM X 100MM (14"Ø X 4") EUROTECKONSTRUX CYLINDER HEAD SCREWS PERPOST/PLATE JOINT INSTALLED IN NEW SHOP2"19'-334"39' -111516"DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 1180 Commercial DriveFarmington, NY 14425 p: 585.924.3860 f:585.924.9962 2675 NE Orchard Ave McMinnville,OR 97128 p: 503.437.9017 f: 503.437.9132 www.newenergyworks.com Owen MacDonald Owen MacDonald TF Champion:Mike Gullace TF Project Manager:Owen MacDonald B Y D A T EN O.P R O J E C T N U M B E RD R A W I N G I N F O R M A T I O N C L I E N T I N F O R M A T I O N Copyright © 2012 NEW All rights reserved.All material contained within is property of NEW and not tobe reproduced without permissionISSUE DATE Drawn By: Reviewed By: R E V I S I O N I N F O R M A T I O N 21-A-412-1 --SunCommon Carport - Double3.18.2022 BENTS 1, 2, & 3T-1.1Scale:1BENT 11/2" = 1'-0"714"9'-914"714"10'-1134"8'-53 4"PITCH BREAK 129.46°26'-514" 1" TYP. 9'-314" 7'-612"1'-9316"3'-0"30°Scale:2BENT 2 (SAME AS BENT 1)1/2" = 1'-0"129.46°28"- MINIMUM DEPENDING ONGRADE CONDITIONS1"TYP.T.O. BEARING SURFACE0'-0"T.O. BEARING SURFACE0'-0"4'-358"4'-358"10'-212"(2) 6.5MM X 100MM EUROTEC KONSTRUXCYLINDER HEAD SCREWS PER POST/PLATEJOINT INSTALLED IN NEW SHOPScale:3BENT 3 (SAME AS BENT 1)1/2" = 1'-0"129.46°2T.O. BEARING SURFACE0'-0"4516"1'-0"1'-0"4916"19'-11"9’-4 3/4”12’-10 1/2”DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 1180 Commercial DriveFarmington, NY 14425 p: 585.924.3860 f:585.924.9962 2675 NE Orchard Ave McMinnville,OR 97128 p: 503.437.9017 f: 503.437.9132 www.newenergyworks.com Owen MacDonald Owen MacDonald TF Champion:Mike Gullace TF Project Manager:Owen MacDonald B Y D A T EN O.P R O J E C T N U M B E RD R A W I N G I N F O R M A T I O N C L I E N T I N F O R M A T I O N Copyright © 2012 NEW All rights reserved.All material contained within is property of NEW and not tobe reproduced without permissionISSUE DATE Drawn By: Reviewed By: R E V I S I O N I N F O R M A T I O N 21-A-412-1 --SunCommon Carport - Double3.18.2022 SECTIONS 1 & 2T-2.0Scale:1SECTION 13/8" = 1'-0"T.O. BEARING SURFACE0'-0"45'-934"4"712" 3'-0"1'-9316"8'-53 4" 8'-53 4"1114"18'-412"1114"39'-634"18'-412"3'-112"8"- MINIMUM DEPENDING ONGRADE CONDITIONS1114"3'-112"7'-612"Scale:2SECTION 23/8" = 1'-0"T.O. BEARING SURFACE0'-0"45'-934"4"712" 3'-10716"2'-314"10'-212" 10'-212"1114"18'-412"1114"39'-634"18'-412"3'-112"8"- MINIMUM DEPENDING ONGRADE CONDITIONS1114"3'-112"9'-314"23'-1134"23'-1134"(2) 6.5MM X 100MM (14"ØX4") EUROTECKONSTRUX CYLINDER HEAD SCREWS PERPOST/PLATE JOINT INSTALLED IN NEW SHOP(4) 10MM X 300MM (38"ØX12") EUROTECKONSTRUX ST CYL HEAD SCREWS(4) 10MM X 200MM (38"ØX8") EUROTEC KONSTRUXST CYL HEAD SCREWS. COUNTERSUNK 112".INSTALLED IN NEW SHOP AND PLUGGED.(2) 10MM X 200MM (38"ØX8") EUROTEC KONSTRUX ST CYL HEAD SCREWSOPPOSITE 14"ØX4" SCREWS FROM BOTTOMCOUNTERSUNK 112"(2) 6.5MM X 100MM (14"ØX4") EUROTECKONSTRUX CYLINDER HEAD SCREWS PERPOST/PLATE JOINT INSTALLED IN NEW SHOP(4) 10MM X 300MM (38"ØX12") EUROTECKONSTRUX ST CYL HEAD SCREWS(4) 10MM X 200MM (38"ØX8") EUROTEC KONSTRUXST CYL HEAD SCREWS. COUNTERSUNK 112".INSTALLED IN NEW SHOP AND PLUGGED.(2) 10MM X 200MM (38"ØX8") EUROTEC KONSTRUX ST CYL HEAD SCREWSOPPOSITE 14"ØX4" SCREWS FROM BOTTOMCOUNTERSUNK 112"DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 1180 Commercial DriveFarmington, NY 14425 p: 585.924.3860 f:585.924.9962 2675 NE Orchard Ave McMinnville,OR 97128 p: 503.437.9017 f: 503.437.9132 www.newenergyworks.com Owen MacDonald Owen MacDonald TF Champion:Mike Gullace TF Project Manager:Owen MacDonald B Y D A T EN O.P R O J E C T N U M B E RD R A W I N G I N F O R M A T I O N C L I E N T I N F O R M A T I O N Copyright © 2012 NEW All rights reserved.All material contained within is property of NEW and not tobe reproduced without permissionISSUE DATE Drawn By: Reviewed By: R E V I S I O N I N F O R M A T I O N 21-A-412-1 --SunCommon Carport - Double3.18.2022 ROOF PLANT-3.0Scale:1ROOF PLAN3/8" = 1'-0"18'-812"4'-35 8"9'-914"4'-35 8"48'-0316" SOLAR CANOPY BY OTHERS21'-6316" SOLAR CANOPY BY OTHERS 18'-812"158"15 8"78"78"(2) 8MM X 260MM (516"ØX10") EUROTECPANELTWISTEC SCREWS. TYPICALRAFTER TO PLATE CONNECTION3'-9"EXTENTS OF Q-CELL SOLAR ARRAY,RAILS, ETC. BY OTHERS3'-9"3'-9"3'-9"3'-9"3'-9"3'-9"3'-9"3'-9"3'-9"3'-9"3'-9"1'-618"1'-618"214"214"DocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 Copyright © 2012 NEW All rights reserved.All material contained wining is property of NEW and notto be reproduced without permissionPROJECT MANAGER:ISSUE DATE:P R O J E C T L O C A T I O N P R O J E C T N A M E 1180 Commercial Drive Farmington, NY 14425 p: 585.924.3860 f: 585.924.9962 2675 NE Orchard Ave McMinnville,OR 97128 p: 503.437.9017 f: 503.437.9132 www.newenergyworks.comPROJECT NUMBER21-A-412OWEN MACDONALD PROJECT CHAMPION:MIKE GULLACE WATERBURY, VT SUNCOMMON 3.18.2022POST BASE ST-1POST BASEQUANTITY:6FINISH:POWDERCOATED BLACKFRONT VIEWSCALE: 3" = 1'-0"SIDE VIEWSTEEL SPECIFICATIONSMATERIAL GRADEMATERIAL THICKNESS (U.N.O.)DIMENSION TOLERANCEANGLE TOLERANCEWELD THICKNESS (U.N.O.)WELD PENETRATION (U.N.O.)CLEAN-UP REQUIREMENTS: WELDS BRUSHED,FLUX CORE REMOVED, BURRS REMOVED.FINISH REQUIREMENTS: PARTS WILL BE COVEREDCOMPLETELY UNLESS NOTED OTHERWISE.DISCLAIMER: UNLESS WITH WRITTEN APPROVAL,PRODUCTS THAT DON'T MEET THE ABOVE SPEC'SWILL BE RETURNED FOR CORRECTION OR REFUNDA361/2"±1/64"±0.25°1/4"FILLETTOP VIEW12"1'-0"4"6"2"338"1"Ø HOLE,TYP.112" SCH. 40PIPE12" 1'-0" 4"6"2"538"1"Ø HOLE,TYP.112" SCH. 40PIPE1034"63 4" 338"538"112"-12"Ø THRU HOLE-14"x1"Ø COUNTERBORE ON BOTTOM FACE112"112"112"NOTE: DO NOT POWDER COAT BOTTOM FACEAT DOTTED AREA. THIS AREA TO BE KEPTCLEAN FOR WELDING IN FIELD. AREA TO BECOATED AFTER WELDING WITH CORROSIONRESISTANT COATING5"1516"Ø14" BEVEL ON ONEENDPIN (QTY. 2 PER BASE)COAT W/ PRIMER ONLY, DOES NOTNEED POWDERNOTE PIPE HOLE ORIENTATIONDocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 5'23'-10"102'48'-3"NOTES1) Refer to Canopy Engineering package for structural dimensions.2) Landscaping - Select trees proposed for removal along the South and West property lines.3) Snow Storage - North side of parking area as specified on plan.4) Lighting - Installed on existing structure - Unaltered5) Dumpster Enclosure - Unaltered6) Bike Parking - UnalteredLEGEND- Modules- Canopy FootingSITE PLANPV-011 of 1SUNCOMMON442 US ROUTE 2WATERBURY, VT 05676(802)-882-8181SUNCOMMON CONFIDENTIAL AND PROPRIETARYsuncommonSakmanaite, Jolita34 Patchen RoadSouth Burlington, VT 05403Chittenden CountyUTILITY:GMPSERVICE TYPE:OverheadSERVICE SIZE:200AMETER #:14825262UTILITY DETAILSDC SYSTEM SIZE (kWp):20.16AC SYSTEM SIZE(kW):15.00(QTY)MODULE:(42)Q.PEAK DUO XL-G10.3/BFG 480(QTY) INVERTER:(1)Solis-1P5K-4G-US(1)Solis-1P10K-4G-USPV SYSTEM DETAILSSCALE: 1" = 15'REV-0New Level 2 EV ChargerLocated on Southwest Canopy PostDocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 TITLE PAGEPV-011 of 5SUNCOMMON442 US ROUTE 2WATERBURY, VT 05676(802)-882-8181SUNCOMMON CONFIDENTIAL AND PROPRIETARYsuncommonSakmanaite, Jolita34 Patchen RoadSouth Burlington, VT 05403Chittenden CountyUTILITY:GMPSERVICE TYPE:OverheadSERVICE SIZE:200AMETER #:14825262UTILITY DETAILSDC SYSTEM SIZE (kWp):20.16AC SYSTEM SIZE(kW):15.00(QTY)MODULE:(42)Q.PEAK DUO XL-G10.3/BFG 480(QTY) INVERTER:(1)Solis-1P5K-4G-US(1)Solis-1P10K-4G-USPV SYSTEM DETAILSSCALE: 1" = 20'REVISIONDESCRIPTIONDESIGNED BYDATE0OriginalG. Chapek07/11/2023PV-01TITLE SHEETPV-02SITE PLANPV-03ARRAY LAYOUTPV-04ELECTRICAL DRAWINGPV-05ELECTRICAL LABELSDRAWING LISTWIND SPEED (MPH):115EXPOSURECATEGORY:BGROUND SNOWLOAD (PSF):40ASCE Code:7-10DESIGN CRITERIAREV-0G. ChapekAPPLICABLE CODESCONTRACTOR TO COMPLETE ALL WORK IN ACCORDANCEWITH NEC-2020 AND IBC 2015.ESTIMATED ANNUAL PRODUCTIONTo Be Confirmed After Tree RemovalSPECIAL CONDITIONS1) SunCommon to obtain required building permits.2) Power will need to be turned off to install the new AC Disconnect and interconnect the PV System.3) Asphalt cutting will be required at ground screw/post and trench locations. SunCommon is not responsible for asphalt repairs.PRELIMINARY DESIGNDocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 SITE PLANPV-022 of 5SUNCOMMON442 US ROUTE 2WATERBURY, VT 05676(802)-882-8181SUNCOMMON CONFIDENTIAL AND PROPRIETARYsuncommonSakmanaite, Jolita34 Patchen RoadSouth Burlington, VT 05403Chittenden CountyUTILITY:GMPSERVICE TYPE:OverheadSERVICE SIZE:200AMETER #:14825262UTILITY DETAILSDC SYSTEM SIZE (kWp):20.16AC SYSTEM SIZE(kW):15.00(QTY)MODULE:(42)Q.PEAK DUO XL-G10.3/BFG 480(QTY) INVERTER:(1)Solis-1P5K-4G-US(1)Solis-1P10K-4G-USPV SYSTEM DETAILSSCALE: 1" = 15'REV-0G. ChapekCanopy Post-EV ChargerBuilding Exterior-Net Meter / Main Service DisconnectBasement-New 200A Disconnect / POI-Main Load Center-PV AC DisconnectBuilding Exterior (South)-Rapid Shutdown Disconnect 1-Rapid Shutdown Disconnect 2Basement-Inverter 1-Inverter 2-AC Combiner PanelLEGEND-LOCATIONS ARE APPROXIMATE.PV TRENCH (1.25" PVC ~45')BURIED SEPTIC LINEBURIED GAS LINEBURIED WATER LINESUMP PUMP DRAINEV TRENCH (1.25" PVC ~45')CANOPY SETBACKS1) Canopy to maintain 5' minimum setback from the side property line.EXCAVATION NOTES1) Install second conduit in the trench for the EV Charger circuit. 5) Schedule 80 conduit installed where subject to vehicular traffic. -UNDERGROUND LOCATION SERVICE WAS CONDUCTED ON JULY 6, 2023.2) See PV-03 for stub up detail at the canopy. 3) PV Conduit to stub up at building South exterior wall. See PV-03.PRELIMINARY DESIGN4) EV Charger conduit to stub up at building East exterior wall. See PV-03 Area of proposed tree removalBuilding Exterior (East)-PV Production Meter-PV System DisconnectEquipment to be stacked.PROPERTY LINEDocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 SUNCOMMON442 US ROUTE 2WATERBURY, VT 05676(802)-882-8181SUNCOMMON CONFIDENTIAL AND PROPRIETARYsuncommonSakmanaite, Jolita34 Patchen RoadSouth Burlington, VT 05403Chittenden CountyUTILITY:GMPSERVICE TYPE:OverheadSERVICE SIZE:200AMETER #:14825262UTILITY DETAILSDC SYSTEM SIZE (kWp):20.16AC SYSTEM SIZE(kW):15.00(QTY)MODULE:(42)Q.PEAK DUO XL-G10.3/BFG 480(QTY) INVERTER:(1)Solis-1P5K-4G-US(1)Solis-1P10K-4G-USPV SYSTEM DETAILSARRAY LAYOUTPV-033 of 5Installer Notes1) Array Tilt 9˚ / Array Azimuth 175˚ (True)2) Asphalt to be cut at ground screw and trench locations.3) See Array Layout for conduit stub up detail.REV-0G. ChapekPRELIMINARY DESIGNSouthwest Canopy Post(West Side)-PV Circuit Conduit Stub Up LocationSouthwest Canopy Post(East Side)-EV Charger Circuit Conduit Stub Up Location1.11.21.32.12.2Building East Exterior-EV Charger Circuit Conduit Stub Up LocationBuilding South Exterior-PV Circuit Conduit Stub Up LocationDocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 Free Air(10) #10 PV Wire(1) #10G BarePV Inverter 1Solis 1P10K-4G-US10.0kWAC, 41.7A, 240VACUL 1741 ListedIEEE 1547 CompliantIntegrated DC Ground Fault ProtectionINTEGRATED DCDISCONNECTTRENCH1 1/4" PVC(10) #10, (1) #10G~50'Typical for DC TrenchSOLAR CANOPY3/4" EMT(2) #6(1) #8N(1) #10GGGPV Production MeterMillbankU5934-XL-BLG240VAC, 100AForm 2SPV System Disconnect240VAC, 100ANEMA 3R, LockableBASEMENT1" EMT(12) #10, (1) #10GMain Load Center240VAC, 200A, NEMA 1200/2PAC Disconnect200A, 240VAC,NEMA 3R200APV ArrayModule: Q.PEAK DUO XL-G10.3 BFGWATTAGE: 480WVOC = 53.39 VDCISC (STC) = 11.12 ADC (STC)ISC (BiFi) = 12.17 ADC (BSTC)Module Count: 42String Count: 5String Lengths: 9, 9, 9, 7, 8Mounted on Canopy Structure#6Cu Bare toGrounding Electrode SystemMNet Meter/Main Service Disconnect200A, 240 VACMPV AC Disconnect240VAC, 100ANEMA 3R, Lockable80ALoadside Tap1" EMT(3) #4(1) #8GTap per NEC 705.1240/2PPV Inverter 2Solis 1P5K-4G-US5.0kWAC, 20.8A, 240VACUL 1741 ListedIEEE 1547 CompliantIntegrated DC Ground Fault ProtectionINTEGRATED DCDISCONNECTRapid ShutdownDisconnect 2SI32-PEL-64-4NEMA 3R, LockableRapid ShutdownDisconnect 1SI32-PEL-64-8NEMA 3R, Lockable50/2P30/2PAC CombinerEatonBR612L125SDGP120/240VAC, 125A NEMA 13/4" EMT(8) #10, (1) #10G3/4" EMT(2) #8(1) #8N(1) #10G1 1/4" EMT(4) #3(2) #8N(1) #8G200A4/0 SERAC Wiring Typical4/0 SERAC Wiring Typical#6Cu GEC visibly connected betweenPV Production Meter, PV System Disconnect and Ground Rod.Neutral and Ground are not to be bonded in Production Meter.#1 SER~60'AC Wiring TypicalBUILDING EXTERIORBUILDING EXTERIOREV ChargerCharge Point Home Flex32A, 240V, NEMA 3R#8/3 + G NMB~60'AC Wiring Typical1 1/4" PVC(2) #8(1) #10G~50'Typical for AC Trench3/4" EMT(2) #8(1) #10G3/4" EMT(2) #8(1) #10GBASEMENTBUILDING EXTERIOR1" EMT(10) #10, (1) #10G3/4" EMT(4) #10, (1) #10G3/4" EMT(6) #10, (1) #10G1" EMT(2) #4(1) #8N(1) #8GSUNCOMMON442 US ROUTE 2WATERBURY, VT 05676(802)-882-8181SUNCOMMON CONFIDENTIAL AND PROPRIETARYsuncommonSakmanaite, Jolita34 Patchen RoadSouth Burlington, VT 05403Chittenden CountyUTILITY:GMPSERVICE TYPE:OverheadSERVICE SIZE:200AMETER #:14825262UTILITY DETAILSDC SYSTEM SIZE (kWp):20.16AC SYSTEM SIZE(kW):15.00(QTY)MODULE:(42)Q.PEAK DUO XL-G10.3/BFG 480(QTY) INVERTER:(1)Solis-1P5K-4G-US(1)Solis-1P10K-4G-USPV SYSTEM DETAILSELECTRICALDRAWINGPV-044 of 5REV-0G. ChapekELECTRICAL NOTES1. ALL CONDUCTORS SIZED ACCORDING TO NEC-2017 TABLE 310.15(B)16/310.15(B)17 COPPER/AL. CONDUCTOR, NEC-2017 310.15(B)(2)(A), 310.15(B)(3)(a), 310.15(B)(3)(c) AND ARTICLE 690.2. ALL CONDUITS SIZED ACCORDING TO NEC-2017 TABLE 310.15(B)16/310.15(B)17 COPPER/AL. CONDUCTOR, NEC-2017 310.15(B)(2)(A), 310.15(B)(3)(a), 310.15(B)(3)(c) AND CHAPTER 9, TABLE 4 & TABLE 5.3. INSTALLER SHALL PROVIDE PERMANENT LABELS FOR THE PHOTOVOLTAIC SYSTEM IN ACCORDING TO NEC 2017, ARTICLE 690 AND 705.10. SEE ELECTRICAL LABEL DRAWING.4. ALL CONDUITS AND WIRE SIZES SHOWN ARE MINIMUM REQUIRED SIZES. SITE CONDITIONS AND PROCUREMENT MAY DICTATE LARGER SIZES BEING USED, WITH ENGINEERING APPROVAL.5. ALL EXPOSED PV WIRE MUST BE SECURELY FASTENED. ALL CONDUIT MUST BE SECURELY FASTENED AND SUPPORTED ACCORDING TO NEC-2017 ARTICLE 300.6. ALL CONDUCTORS TO BE STRANDED THWN-2 CU UNLESS OTHERWISE NOTED. UNGROUNDED CONDUCTOR INSULATION COLORS: BLACK, RED, BLUE, BROWN, ORANGE, YELLOW7. GROUNDED CONDUCTOR INSULATION COLORS: WHITE, GREY, BLACK+WHITE STRIPE.8. EQUIPMENT GROUNDING CONDUCTORS (EGC) / GROUNDING ELECTRODE CONDUCTORS (GEC) COLORS: GREEN, BARE9. GEC TO BE IRREVERSIBLY SPLICED OR EXOTHERMICALLY WELDED.ELECTRICAL SCOPE OF WORK1) Reroute the Main Load Center feeder to the new AC Disconnect and re-feed the Main Load Center.2) Install new 40A/2P Eaton CH breaker in the Main Load Center to feed the EV Charger circuit.PRELIMINARY DESIGNDocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916 SUNCOMMON442 US ROUTE 2WATERBURY, VT 05676(802)-882-8181SUNCOMMON CONFIDENTIAL AND PROPRIETARYsuncommonSakmanaite, Jolita34 Patchen RoadSouth Burlington, VT 05403Chittenden CountyUTILITY:GMPSERVICE TYPE:OverheadSERVICE SIZE:200AMETER #:14825262UTILITY DETAILSDC SYSTEM SIZE (kWp):20.16AC SYSTEM SIZE(kW):15.00(QTY)MODULE:(42)Q.PEAK DUO XL-G10.3/BFG 480(QTY) INVERTER:(1)Solis-1P5K-4G-US(1)Solis-1P10K-4G-USPV SYSTEM DETAILSELECTRICALLABELSPV-055 of 5REV-0G. ChapekPV Point of ConnectionOperating Voltage = 120/240 VMax AC Current = 62.5 ATO BE APPLIED TO PV POINT OF CONNECTION.LABEL TO BE 5.0” X 2.0”.[NEC reference: 690.54 & 690.13(B)]PV SYSTEM DISCONNECTLOCATED ON BUILDING EAST EXTERIORTO BE APPLIED TO EXISTING BUILDING SERVICE DISCONNECT.LABELS TO BE 5.0” X 2.0”. [NEC reference: 690.56(B), 705.10]SERVICE DISCONNECTLOCATED IN BUILDINGNORTH EXTERIORTO BE APPLIED TO ALL BUILDING PV SYSTEM DISCONNECTS.LABELS TO BE 5.0” X 2.0”. [NEC reference: 690.56(B), 705.10]PRELIMINARY DESIGNTO BE APPLIED TO ALL INVERTER 1DC DISCONNECTSLABEL TO BE 5.0” X 1.0”.[NEC reference: 690.53]MAX VOLTAGE 556VTO BE APPLIED TO ALL INVERTER 2DC DISCONNECTSLABEL TO BE 5.0” X 1.0”.[NEC reference: 690.53]MAX VOLTAGE 495VDocuSign Envelope ID: 828B4C7A-ED4B-4D39-936F-7C7B5092D916