Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Umana - 51750 Main Rd (2)
0 our Uni4u, ��� tierce David Mammina,Chairperson Anne Surchin,Vice Chair Q1 '; ��� 54375 Main Road,NYS Route 25 SOUTHQLC Allan Wexler • LIIBLUWK • PO Box 1179 _� , -,F; o Z Southold,NY 11971 Marina de Conciliis N PounCod 1V o im Telephone:(631)765-1809 9 Jeri Woodhouse ' Daryl Ketcham A 1—.. G�� kimf@southoldtownny.gov RFSfgVAT10N G Kim E.Fuentes, Coordinator Town of Southold Historic Preservation Commission Certificate of Appropriateness September 26,2024 RESOLUTION #09.26.2024.2 Owner: Jose Umana RE: 51750 Main Road, Southold,NY. SCTM# 1000-63-6-4 RESOLUTION: WHEREAS, 51750 Main Road, Southold, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Chapter 170 of the Town Code (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant, Jose Umana, submitted a proposal in July of 2024, requesting permission to install solar panels upon the roof of one accessory structure located in the most easterly portion of subject parcel; and WHEREAS, the scope of work is for the installation of black solar panels upon the roof of an accessory structure as depicted in Engineering Plans prepared Wells L. Holmes, LPE, dated April 12, 2024, Sheets 1 thru 6; and PV1.0, PV2.0, PV3.0, PV3.1, PV4.0, PV5.0, PV5.1, and PV6.0. Sheet PV2.0 Site Plan depicts the subject roof area as 1,036 square feet, with the Solar Area measuring 281.21 sq. ft.; and WHEREAS, during a Regular Meeting on September 26, 2024,the applicant, Jose Umana,presented his project and submitted photographs and aerial photos of the subject property located at 51750 Main Road, Southold; and WHEREAS, the Commission has determined that pursuant to Chapter 170-4(E)(2) of the Southold Town Code, the Commission has the authority to determine that some proposals do not rise to the level of requiring a public hearing, as the proposal is de minimis in nature; and I I I 1 Res.09.26.2024.2 Certificate of Appropriateness, HPC,Umana-SCTM No. 1000-63-6-4 WHEREAS, the Commission has determined that the subject application is de minimis in nature and therefore does not require a Public Hearing. NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the installation of Solar Panels upon the roof of most easterly accessory structure as depicted in Engineering Plans prepared Wells L. Holmes, LPE, dated April 12, 2024, Sheets 1 thru 6; and PV1.0, PV2.0, PV3.0, PV3.1,PV4.0,PV5.0, PV5.1, and PV6.0. on subject property in the above referenced application meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the issuance of a Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the commission. Motion made by: Commissioner Mammina Motion seconded by: Commissioner Woodhouse VOTES: AYES: Commissioners Mammina, Wexler, de Conciliis, and Woodhouse. (4-0) RESULT: Passed �4Signed: Dated October 2 2024 Kim E. Fuentes Coordinator for the Historic Preservation Commission y T� R n G I n E E R S VSE Project Number:U2557.1083.231 April 12,2024 Go Green Solar ATTENTION:Josh Roelofs 1630 S.Sunkist St. Ste. E Anahein,CA 92806 REFERENCE: Jose Umana Residence: 51750 Main Road,Southold,NY 11971 Go Green Solar Project:S3195 Solar Array Installation To Whom It May Concern: We have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:2020 Residential Code of New York State Risk Category: 11 Design wind speed,Vult: 135 mph(3-sec gust) Wind exposure category:C Ground snow load,Pg:25 psf Existine Roof Structure Roof structure:2x4 manufactured trusses @ 24"o.c. Roofing material:composite shingles Roof slope: 27' Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"threaded embedment into framing at max.48"o.c.along rails Install(2)rails per row of panels,evenly spaced;panel length perpendicular to the rails shall not exceed 68.8 in Rail cantilever shall not exceed the lesser of 50%of the connection spacing or maximum cantilever allowed by manufacturer Connections shall be staggered so as not to overload any existing structural member Historic Preservation Commission Resolution #: 9. G, aD .oL Dated: )- � 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com D SEP 2 6 2024 TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION I t, VSE Project Number: U2557.1083.231 Jose Umana Residence T O R 4/12/2024 E fl G I M E E R S Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced (2020 Residential Code of New York State, Section R324.4.1.1). The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements of Section AJ601.9 of the 2020 Residential Code of New York State are met and the structure is permitted to remain unaltered. The solar array will be flush-mounted(no more than 10" above the roof surface)and parallel to the roof surface.Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Increases in lateral forces less than 5% are considered acceptable. Thus the existing lateral force resisting system is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panels,solar racking(mounts,rails,etc.)and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. Vector Structural Engineering shall be notified of any changes from the approved layout prior to installation. VECTOR STRUCTURAL ENGINEERING,LLC NY Firm License:081423 0 NEHO tti 3 I Ur N u, 2 00018� ��Co v 90FESStONP 04/12/2024 Wells Holmes, P.E. Unauthorized alterations or additions to this letterwhich bears a NY License:90187-Expires:09/30/2026 licensed professional engineer's seal is a violation of Section 7209(2) Project Engineer of the N.Y.State Education Law Historic PmeNcition Commission Enclosures Resolution WLH/abj Dated: 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com E � E � W E D SEA' 2 6 iwq TOWN ER SOUTATION COMMISSION (\ HISTORIC PRESERVATION COMMISSION �`'/�(), JOB NO.: U2557.1083.231 TSUBJECT: WIND PRESSURE E n G in E E R S PROJECT: Jose Umana Residence Com onents and Cladding Wind Calculations Label: Isolar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 135 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 15 (Approximate) Hip? Comp/Cladding Location: Gable/Hip Roofs 7°<6 <_ 27° No Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-213 (enter negative pressure coefficients) Zone 2 GCP: 1.7 Zone 3 GCP: 2.6 a: 9.5 Table 26.9-1 z9 [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 33.7 Equation 30.3-1 GCp;: 0 Table 26.11-1 PRESSURES: p = y, GCS, — GC, Equation 30.9-1 Zone 1, p [psf]: 30.1 psf (1.0 W, Interior Zones, beyond 'a' from roof edge) Zone 2, p [psf]: 56.2 psf(1.0 W, End Zones, within 'a' from roof edge) Zone 3, p [psf]: 86.3 psf (1.0 W, Corner Zones, within 'a' from roof corner) (a= 3 ft) Historic Preservation Commission Resolution k .©9, c (k ,�P-D Dated:— (� D SEP 16 2924 TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION JOB NO.: U2557.1083.231 TSUBJECT: CONNECTION E n G I f"t E E R S PROJECT: Jose Umana Residence Calculate Uplift Forces on Connection Pressure Max Trib. Max Uplift Width (0.6 Dead -0.6 Wind) Max Trib. Area 2 Force (psf) (ft) (ft) (Ibs) Zone 1 16.3 4.0 11.5 187 Zone 2 31.9 4.0 11.5 366 Zone 3 50.0 4.0 11.5 573 Calculate Connection Capacity Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Embedment3 [in]: 2.5 Grade: SPF (G = 0.42) Nominal Capacity [Ibs/in]: 205 NDS Table 12.2A Number of Screws: 1 Prying Coefficient: 1.4 Total Capacity [lbs]:l 586 Determine Result Maximum Demand [Ibs]: 573 Lag Screw Capacity [Ibs]:1 586 Result: Capacity > Demand, Connection is adequate. Notes 1. 'Max Trib. Width' is the width along the rails tributary to the connection. 2. 'Max Trib Area' is the product of the 'Max.Trib Width' and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 69". 3. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. Historic Preservation Commission Resolution : �Qqr Dated: M � �2►Jl4DION COMMISSION JOB NO.: U2557.1083.231 E C T O � R SUBJECT: GRAVITY LOADS 0 YE n G in E E R S PROJECT: Jose Umana Residence GRAVITY LOADS Roof Pitch: -6.1 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Composite Shingles 2.2 1.12 2.0 1/2" Plywood 1.1 1.12 1.0 Framing 3.0 3.0 Insulation 0.5 0.5 1/2" Gypsum Clg. 2.2 1.12 2.0 M, E & Misc 6.5 6.5 Total Existing Roof DL 15.6 PV Array DL 3.4 1.12 3 ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-16 Table 4.3-1 Roof Live Load With PV Array [psf] 0 2020 Residential Code of New York State, Section R324.4.1.1 SNOW LOAD (S): Existing w/ Solar Array Roof Slope [x:12]: 6.1 6.1 Roof Slope [°]: 27 27 Ground Snow Load, pg [psf]: 25 25 ASCE 7-16, Section 7.2 Terrain Category: C C ASCE 7-16, Table 7.3-1 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-16, Table 7.3-1 Exposure Factor, Ce: 0.9 0.9 ASCE 7-16, Table 7.3-1 Thermal Factor, Ct: 1.1 1.1 ASCE 7-16, Table 7.3-2 Risk Category: 11 11 ASCE 7-16, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-16, Table 1.5-2 Flat Roof Snow Load, pf [psf]: 17 17 ASCE 7-16, Equation 7.3-1 Minimum Roof Snow Load, pn, [psf]: 0 0 ASCE 7-16, Section 7.3.4 Unobstructed Slippery Surface? No Yes ASCE 7-16, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-16, Section 7.4 Roof Slope Factor, Cs: 1.00 0.72 ASCE 7-16, Figure 7.4-1 Sloped Roof Snow Load, ps [psf]: 17 12 ASCE 7-16, Equation 7.4-1 Design Snow Load, S [psf]: 17 12 Historic Preservation Commission Resolution #: _0g, ��o,�f) D_ Dated: D E b DD SEP 2 6 2M TOWN OF SOUTHOLD v HISTORIC PRESERVATION COMMISSION JOB NO.: U2557.1083.231 TSUBJECT: LOAD COMPARISON E n G i n E E R S PROJECT: Jose Umana Residence Summary of Loads Existing With PV Array D [psf] 16 19 Lr[psf] 20 0 S [psf] 17 12 Maximum Gravity Loads: Existing With PV Array (D+ Lr)/Cd [psf]E 28 21 ASCE 7-16, Section 2.4.1 (D+S)/Cd [psf]1 29 27 ASCE 7-16, Section 2.4.1 (Cd=Load Duration Factor=0.9 for D, 1.15 for S,and 1.25 for Lr) Maximum Gravity Load [psfl:l 29 27 Ratio Proposed Loading to Current Loading: 95% OK The gravity loads,and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section A.1601.9 of the 2020 Residential Code of New York State are met and the structure is permitted to remain unaltered. Historic Preservation Commission Resolution #: 091- 0)1P,o�-`1 ) ' �- Datea. ° —b S CS � 'nD D SEP262014 �J TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION SCOPE OF WORK GENERAL NOTES TABLE OF CONTENTS PAGE # DESCRIPTION TOTAL SYSTEM SIZE: 1204OW DC, 888OW AC LOCAL UTILITY PROVIDER SHALL BE NOTIFIED PRIOR TO USE AND ACTIVATION OF ANY NEW SYSTEM SIZE: 5000W DC 360OW AC SOLAR PHOTOVOLTAIC INSTALLATION PV 1.0 COVER SHEET MODULES: (8)MISSION SOLAR ENERGY LLC MSE345SX5T THIS PROJECT SHALL COMPLY WITH LOCAL ORDINANCES PV 2.0 SITE PLAN (7) PHONO SOLAR PS320M-20/UH 0PROPER ACCESS AND WORKING CLEARANCE WILL BE PROVIDED INVERTER(S): (15) ENPHASE ENERGY INC. IQ8-60-2-US [240V] MICROINVERTERS ALL ELECTRICAL WORK SHOWN ON THESE PLANS WILL BE COMPLETED BY THE PV 3.0-3.1 DETAIL LAYOUT RACKING: IRONRIDGE XR100 UNDERSIGNED PV 4.0 MOUNTING DETAIL ATTACHMENT: IRONRIDGE FLASHVUE ALL APPLICABLE PV EQUIPMENT LISTED AND COMPLIANT WITH UL2703, UL1741 AND UL1703 • ALL ROOF PENETRATIONS TO BE SEALED WITH A HIGH PERFORMANCE ROOF SEALANT SUCH PV 5.0 ELECTRICAL DIAGRAM EXISTING SYSTEM SIZE: 704OW DC 528OW AC AS GeoCel 2300 CLEAR SEALANT EXISTING MODULES:(22)PHONO SOLAR PS320MH-20/UH 0THE SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM THE LOCAL PV 6.0 WARNING LABELS EXISTING INVERTER(S):(22)ENPHASE ENERGY INC.IQ8-60-2-US[240V]MICROINVERTERS JURISDICTION AND THE UTILITY IS OBTAINED • THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS • IF THE EXISTING MAIN PANEL DOES NOT HAVE VERIFIABLE GROUNDING ELECTRODE, IT IS OCCUPANCY: PRIMARY RESIDENCE THE NECESSARY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE CONSTRUCTION TYPE: RESIDENTIAL 0EACH MODULE WILL BE GROUNDED UL 2703 OR UL 1703 APPROVED USING THE SUPPLIED CONNECTION POINTS IDENTIFIED ON THE MODULE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS" This approval is for compliance to the current adopted building codes for the proposed 0 A LADDER SHALL BE IN PLACE FOR THE INSPECTION IN COMPLIANCE WITH OSHA Solar System only. It is the owner's/applicant's responsibility to ensure that the proposed REGULATIONS installation of solar systems and associated equipment is on legally permitted structures. ALL WORK SHALL COMPLY WITH 2O17 NEC,2020 IRC MUNICIPAL CODE,AND ALL If determined by inspection staff the proposed solar system is installed on non-permitted MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTION. structures,any required modifications needed for code compliance will be at the PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2O20 NEC. owner's/applicant's expense 0 PHOTOVOLTAIC SYSTEM INVERTER IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER,AND SYSTEM COMPLIES WITH 690.35. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. • EXISTING SOLAR SYSTEM INSTALLED. 0 INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. • ELECTRICAL EQUIPMENT AND MATERIAL TO BE LISTED, LABELED,AND INSTALLED PER THE • 2017 NEC, 2020 IRC NEC,THE INSTALLATION STANDARDS/MANUFACTURER'S RECOMMENDATIONS AND IF REQUIRED A RECOGNIZED ELECTRICAL TESTING LABORATORY. • CONDUITS EXPOSED TO SUNLIGHT ON ROOF SHALL BE LOCATED NOT LESS THAN 7/81,ABOVE ROOF SURFACE. • MAIN PANEL REPLACEMENT: EXISTING MAIN PANEL WITH MAIN BREAKER TO BE REPLACED WITH NEW 125 AMP MAIN PANEL WITH 100 AMP MAIN BREAKER. distoric Preservation Commission yECTOR Resolution #: o. b � n e 1 n E E R 8 ® ated: 657 W.GAL PARK BLVD.- ID PHONE(B01)990-7775 VICINITY MAP -PER, LITAH B4O2O WWW VECTCRSE.COM of NE 0 OWNER INSTALLED I _W nn oeoie� [HISTO SEP 2 6 2024 JOSE UMANA 04/12/2024 51750 MAIN RD TOWN OF SOUTHOLDFirm License Number: 081423 IC PRESERVATION COMMISSION SOUTHOLD NY 11971 VSE Project Number: U2557.1083.231 Email: Joseumana06@gmail.com UNAUTHORIZED ALTERATIONS OR ADDITIONS Phone: 631-830-1484 51750 Route 25, TO A DOCUMENT BEARING A LICENSED Southold,NY 11971, PROFESSIONAL ENGINEER'S SEAL IS A REV B United States VIOLATION OF SECTION 7209(2) OF THE N.Y. DATE:15 DECEMBER 2023 STATE EDUCATION LAW Vector Structural Engineering has reviewed the existing structure with loading from the solar array and screw connections to the existing framing.The design of the COVER SHEET racking system,racking connections,and all other S structural is by others.Mechanical,architectural,and all other nonstructural aspects of the design are by others. Electrical is by others,unless stamped by Dean Levorsen. PV 1 .0 SOLAR SITE PLAN: 1/32" = V-0" ROOF ARRAY ROOF AREA ROOFAREA COVERAGE SOLAR AREA # MOD SLOPE TILT AZIMUTH (SQFT) (SQFT) (%) (LBS) (N)TRENCHED--90FT AR-01 27' 27' 268' 158.61 358.4 8 N 8 18"MIN DEPTH 1036 28.71 AR-02 27' 27' 88' 122.E 277.76 7 (E) RESIDENCE (E)ADU (N)ARRAY AR-01 LEGEND - METER MP MAIN SERVICE PANEL ` I © AC DISCONNECT ° IQ IQ COMBINER JUNCTION BOX O I (N)ARRAY AR-02 JB SUB PANEL 13 h (E) DRIVEWAY (E) STRUCTURE r` a Historic Preservation Commissio► (E) SEPTIC TANK I (E) FENCE (E)ARRAY Resolution #; ® o Dated; ROOF ACCESS POINT ROOF MODULE LAYOUT + EQUIPMENT LOCATIONS:1/16" = V-0" (N)TRENCHED—90FT 18"MIN DEPTH N (N)JUNCTION BOX (E) UTILITY METER (E) CHIMNEY (N) MAIN SERVICE PANEL, ` 125A RATED,240V(INDOOR) (TYP.) � OWNER INSTALLED (E) IQ COMBINER (INDOOR) CONDUIT RUN (IN THE ATTIC) _ - - - - - - - - - - - A A A A ❑ A A (N)ARRAY AR-02 JOSE UMANA 51750 MAIN RD ❑ ❑ ❑ ❑ A A SOUTHOLD NY 11971 Email: Joseumana06@gmail.com Phone: 631-830-1484 REV B onrE 15 DECEMBER 2023 u D ❑ SITE PLAN (N)ARRAY AR-01 SEP 2 6 2024 (E)ARRAY TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION P / 2.0 .O # MODULES PER ROOF TYPE ATTACHMENT ROOF HEIGHT FRAME MATERIAL FRAME TYPE FRAME SIZE OC SPACING ARRAY AR-01 8 COMP SHINGLE IRONRIDGE FLASHVUE ONE STORY WOOD TRUSS 2"X4" 24" O.C. AR-01 SCALE: 3/16" = V-0" PITCH: 27° S-0" 14'-1" AZIMUTH: 268° �YECTOR n e 1 n E E R s 651 W.GALENA PARK BLVD.STE. IDI PHONE(BD 1) 990-1 775 �L DRAPER, UTA.84020 WWW.VECMRSE.COM Z 4' 0" 1, 6„ �oF NE ARRAY AR-01 I I I MISSION SOLAR MSE345SX5T 11'-64" a�OA 09016� ��i.�►O 04/12/2024 2"X4" TRUSS @ 24" O.C. I I I I I I ( I I Firm License Number: 081423 VSE Project Number: U2557.1083.231 UNAUTHORIZED ALTERATIONS OR ADDITIONS 0'-114" TO A DOCUMENT BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A Historic Preservation Commission VIOLATION OF SECTION 7209(2)OF THE N.Y. eS01ut10n #: � • ��•� •� vector STATE EDUCATION reviewed existing IRONRIDGE FLASHVUE ATTACHMENTS (8) ENPHASE ENERGY INC. IQ8-60-2-US [240 Vectstrucorure with from asreviewedtolar array d exist crew M I C ROI N VE RT E RS Dated: connections to the existing framing.The design of the racking system,racking connections,and all other I RO N R I DG E X R 100 RAIL SYSTEM structural is by others.Mechanical,architectural,and all other nonstructural aspects of the design are by others. Electrical is by others,unless stamped by Dean Levorsen. 100, 10'-62" DD 10 01 7'-0" V sEP 26 2024 3'-52" TOWN OFSOUTHOLD OWNER INSTALLED HISTORIC PRESERVATION COMMISSION POINT LOAD CALCULATION ITEM #ORLIN WEIGHT TOTAL WEIGHT DESIGN CRITERIA FT PER(Ibs) (Ibs) 1 3 MODULES: JOSE UMANA 3'-54" 5'-84" MODULES 15 44.8 , 39.68 636.16 15 51750 MAIN RD RAILS 91.48 0.4 39.9 MAX DISTRIBUTED LOAD: 3 PSF SOUTHOLD NY 11971 ATTACHMENTS 34 0.65 22.10 SNOW LOAD: 25 PSF Email: Joseumana06@gmail.com WIND SPEED: 3 TILT LEGS 0 3.5 0 128 MPH 3-SEC GUST. Phone: 631 830-1484 1'-1 "4 LAG SCREWS: ENPHASE INVERTER 15 2.4 35.7 5/16"x 2.5" MIN EMBEDMENT REV B NOTE: DATE:15 DECEMBER 2023 4'-0" TOTAL WEIGHT 733.8 INSTALLERS TO VERIFY RAFTER MODULE 1 DIMENSION (LAN) 68.81 x 41.49= 19.82 sq.ft SIZE, SPACING AND SLOPED LAYOUT DETAIL NOTE:-MAX.ATTACHMENT SPACING IS 4'-0" SPANS, AND NOTIFY E.O.R. OF (STAGGERED) MODULE 2 DIMENSION (LxW) 64.57 x 39.06= 17.51 sq.ft ANY DISCREPANCIES BEFORE , 3.O WEIGHT PER MOUNT 733.8/ 34= 21.6 Ibs/Mount PROCEEDING. PV WEIGHT PER SQ FT 733.8/ 281.13 sq.ft.= 2.5 Ibs/sq.ft. # MODULES PER ROOF TYPE ATTACHMENT ROOF HEIGHT FRAME MATERIAL FRAME TYPE FRAME SIZE OC SPACING ARRAY AR-02 7 COMP SHINGLE IRONRIDGE FLASHVUE ONE STORY WOOD TRUSS 2"X4" 24" O.C. AR-02 SCALE: 3/16" = 1'-0" PITCH: 270 AZIMUTH: 880 20'-84' 13'-34" T-0" Z 4' 0„ IRV 2"X4" TRUSS @ 24" O.C. ARRAY AR-02 (7) ENPHASE ENERGY INC. IQ8-60- lD [ 2�620J24AO9ijlPHONO SOLAR PS320M-20/UH MICROINVERTERS SEP 9'-114" IRONRIDGE FLASHVUE ATTACHMENT IRONRIDGE XR100 RAIL SYSTEM TOWN OFSOUTHOLD 6'-7" HISTORIC PRESERVATION COMMISSION T-3" Vector Structural Engineering has reviewed the existing structure with loading from the solar array and screw v E C TO R connections to the existing framing.The design of the OWNER INSTALLED racking system,racking connections,and all other structural is by others.Mechanical,architectural,and all E r1 9 I r1 E E R 8 4" 1'-14" other nonstructural aspects of the design are by others. 65/W.GALENA PARK BLVD.STE. 10/ PHONE(BO 1)990-7 775 Electrical is by others,unless stamped by Dean Levorsen. DRAPER, UTAH B4020 www.VEcrDR9E.CDM °F NE • O 3'-32" T-32" Historic Pr@Servation COMMISSion 3 R0101ution#: 9 . 1 ),)_ 7 JOSE UMANA LU 51750 MAIN RD SOUTHOLD NY 11971 � a 1'-14" �OQ 080181 � Email:Joseumana06@gmaii.com 7�1 SS% PXf Phone: 631-830-1484 04/12/2024 REV B 4'-0" DATE:15 DECEMBER 2023 Firm License Number: 081423 VSE Project Number: U2557.1083.231 UNAUTHORIZED ALTERATIONS OR ADDITIONS LAYOUT DETAIL NOTE:-MAX. ATTACHMENT SPACING IS 4'-0" TO A DOCUMENT BEARING A LICENSED (STAGGERED) PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209(2)OF THE N.Y. �`V, STATE EDUCATION LAW 3 PV MODULE �YECTOR E n e I n E E R S3 651 W.GAL-PARK BLVD.- IO I PHONE(BD 1)99D-1775 DRAPER, UTAH B4D20 .—VECTDRSE.COM oF NE 2'XQ,�RVgs @ OC (E) SINGLE LAYER O COMPOSITE SHINGLE � 2 080181 �r�a v 9�FESS►oN�' SEE (2/PV-4.0) FOR 04/12/2024 ENLARGED VIEW Firm License Number: 081423 VSE Project Number: U2557.1083.231 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO A DOCUMENT BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209(2)OF THE N.Y. ATTACHMENT DETAIL STATE EDUCATION LAW Vector Structural Engineering has reviewed the existing PV-4.0 SCALE: 1"=1' PV MODULES structure with loading from the solar array and screw connections to the existing framing.The design of the racking system,racking connections,and all other structural is by others.Mechanical,architectural,and all other nonstructural aspects of the design are by others. Electrical is by others,unless stamped by Dean Levorsen. IRONRIDGE FLASHVU D � ATTACHMENTS u D IRONRIDGE INTEGRATED ALUMN. "L" BRACKE OWNER INSTALLED GROUNDING & END/MID W/3/8 SS BOLT & NU SEP 2 6 2024 CLAMP TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION (E) SINGLE L IRONRIDGE XR100 RAIL COMPOSITE SHINGLE JOSE UMANA 51750 MAIN RD 5/16"X4.25" SS LAG SCREW SOUTHOLD NY 11971 WITH MIN 2%Z" THREAD Email:Joseumana06@gmail.com EMBEDMENT, SEALED Phone: 631-830-1484 IRONRIDGE FLASHVUE PENETRATION REV B FLASHING DATE:15 DECEMBER 2023 Historic Preservation commission Resolution #: _ _ �, _ MOUNTING DETAIL 2 ATTACHMENT DETAIL ( section view) Dated: PV-4.0 SCALE: NTS 2"X4" TRUSS @ 24" O.C. PV 4.0 NOTE: **ENVOY BREAKER CAN BE 10A OR 15A IN IQ COMBINER BOX, TOTAL SYSTEM SIZE: 12040 DC, 888OW AC ENPHASE MICRO INVERTERS ARE EQUIPPED WITH RAPID REFER TO TECHNICAL BRIEF IN ATTACHED SPEC SHEETS. SHUTDOWN FUNCTION PER NEC 690.12. NEW SYSTEM SIZE: 5000W DC, 360OW AC • MAIN PANEL REPLACEMENT: EXISTING MAIN PANEL EXISTING SYSTEM SIZE: 704OW DC, 528OW AC WITH MAIN BREAKER TO BE REPLACED WITH NEW 125 AMP MAIN PANEL WITH 100 AMP MAIN BREAKER. EXISTING SYSTEM SIZE: 704OW DC, 5280W AC (E) IQ E COMBINER BOX E EXISTING WIRING E 2P 10A or 15A** (E) PHONO SOLAR PS320MH-20/UH 11 (MONITORING) ENPHASE ENERGY INC. IQ8-60-2-US[240V] (1) CIRCUIT OF 2P (11) MODULES STRING A, ARRAY 20A-2P 100A E NEW (E) PHONO SOLAR PS320MH-20/UH 11 ENPHASE ENERGY INC. V20A-2P 2P IQ8-60-2-US [240V] (1)CIRCUIT —19 50A SOLAR OF (11) MODULES STRING B, BREAKER JUNCTION BOX ARRAY 20A 2P AT OPPOSITE MIN RATED END OF NEMA3R 20A-2P BUSBAR NEW i 3 MAIN PANEL EXISTING METER 1 i 2 (E) ENPHASE IQ 125A BUSBAR OVERHEAD UTILITY SERVICE MISSION SOLAR ENERGY LLC MSE345SX5T COMBINER 100A MAIN BREAKER 8 ENPHASE ENERGY INC. IQ8-60-2-US [240V] BOX, END FED (1) CIRCUIT OF(8) MODULES RATED STRING A, ARRAY 1 (X-IQ-IQ-AM1-240-4) 9i PHONO SOLAR PS320M-20/UH VEHISTORIC HERE 7 ENPHASE ENERGY INC. IQ8-60-2-US [240V] � D OWNER INSTALLED (1) CIRCUIT OF (7) MODULES JUNCTION STRING B, ARRAY 2 BOX F—SEP 2 6 2024 JUNCTION BOX MIN RATED NEMA3R N OF SOUTHOLD SERVATION COMMISSION JOSE UMANA CONDUIT SCHEDULE 51750 MAIN RD GROUND SOUTHOLD NY 11971 # CONDUIT CONDUCTOR NEUTRAL WHITE Email: Joseumana06@gmaii.com i (RED/BLACK) ( ) (GREEN) (BARE COPPER) @9 Phone: 631-830-1484 1 NONE ENPHASE Q-CABLE NONE NONE (1)#6 (4)10 AWG (1)6 AWG REV B 2 3/4"EMT THHN/THWN-2 NONE THHN/THWN-2 NONE DATE:15 DECEMBER 2023 3 1.25"PVC (4)10 AWG NONE (1)6 AWG NONE THHN/THWN-2 THHN/rHWN-2 Historic Preservation Commission ELECTRICAL Ruolutior, W, L Dated,, P V 5.0 INVERTERS RATING MAKE ENPHASE ENERGY INC. CONDUIT SCHEDULE MODEL IQ8-60-2-US [240VI GROUND MAX INPUT # CONDUIT CONDUCTOR NEUTRAL(WHITE) (GREEN) (BARE COPPER) CURRENT 25A (RED/BLACK) MAX POWER (AC) 240W 1 NONE ENPHASE Q-CABLE NONE NONE (1)#6 2 3/4"EMT (4)10 AWG NONE (1)6 AWG NONE NOM.AC VOLTAGE 240V THHN/THWN-2 THHN/THWN-2 3 1.25"PVC (4)10 AWG NONE (1)6 AWG NONE MAX AC CURRENT 1A THHN/THWN-2 THHN/THWN-2 CEC EFFICIENCY 97% CONDUCTOR SIZING CALCULATIONS CIRCUIT Icont(690.8(8)(1)) SPECIFIED AMPACITY @ AMBIENT CURRENT COND. OF USE APPLIED DESCRIPTION CURRENT Imax (690.8(A)) calc CONDUCTOR 90C TEMP c CARRYING (690.8(B)(2)) calc COND. MODULE AND ARRAY RATINGS: (15) MODULES) PV SOURCE 8.00A 8.00A 8.00A x 1.25= 10A #10 THWN-2 40A 31-35 4-6 40A x 0.96(am b. temp.)xO.80 SOLAR MODULE RATINGS (STC) CIRCUIT A CIRCUIT A (raceway fill) =30.72A PV SOURCE 40A x 0.96 (am b.temp.)xO.80 MAKE MISSION SOLAR SERIES 1 CIRCUIT B 7.00A 7.00A 7.00A x 1.25 =8.75A #10 THWN-2 40A 31-35 4-6 (raceway fill) = 30.72A ENERGY LLC MODEL MSE345SX5T PARALLEL 8 Imp 10.34A Imp 8.OA Vmp 33.37V Vmp 240V IsC 10.92A ISc 8.OA Voc 41.00V Voc 240V Pmax 345W Pmax 1920W TERMINAL TEMPERATURE RATING CONSIDERATIONS %Voc/C 1 -0.262% AMPACITY @ CIRCUIT DESCRIPTION CURRENT Icont TERMINAL TEMP SPECIFIED TERMNAL TEMP. RATING CONDUCTOR RATING PV SOURCE CIRCUIT A 8.00A 8.00A x 1.25= 10A 75C #10 35A MODULE AND ARRAY RATINGS: (7) MODULES) PV SOURCE CIRCUIT B 7.00A 7.00A x 1.25=8.75A 75C #10 35A SOLAR MODULE RATINGS(STC) CIRCUIT B OWNER INSTALLED MAKE PHONO SOLAR SERIES 1 VOLTAGE DROP CALCULATIONS MODEL PS320M-20/UH PARALLEL 7 CIRCUIT DESCRIPTION LENGTH I Ohms/kFt V CALC Vdrop Imp 9.51A Imp 7.OA PV SOURCE CIRCUIT A 100Ft 8.00A 0.9989 240V 100'x 8.00A x 2 x 0.9989/1 000'/240V= 0.67% Vmp 33.65V Vmp 240V PV SOURCE CIRCUIT B 10OFt 7.00A 0.9989 240V 1 00'x 7.00A x 2 x 0.9989/1000'/240V= 0.58% ISC 10.07A Isc 7.OA VOC 41.01 V Voc 240V Pmax 320W Pmax 1680W JOSE UMANA %Voc/C -0.31% V D 51750 MAIN RD SOUTHOLD NY 11971 SEP 2 6 2024 Email:Joseumana06@gmail.com TOWN OF SOUTHOLD Phone: 631-830-1484 HISTORIC PRESERVATION COMMISSION REV B DATE:15 DECEMBER 2023 Historic Preservation Commission ELECTRICAL Rasolution #; Dated: PV 5. 1 INSTALL ON THE UTILITY METER INSTALL ON THE AC DISCONNECT OWARNING - CAUTION : DISCONNECTI POWER TO THIS BUILDING IS ALSO SUPPLIED THIS SERVICE METER FROM THE FOLLOWING SOURCES WITH IS ALSO SERVED BY A DISCONNECTS LOCATED AS SHOWN: RATED AC OUTPUT CURRENT: 15.00A PHOTOVOLTAIC SYSTEM NOMINAL OPERATING AC VOLTAGE: 240V INSTALL ON THE MAIN BREAKER PANEL PHOTOVOLTAIC SOLAR PV ARRAY PHOTOVOLTAIC SYSTEM AC DISCONNECT ■ ■ (E) PV ARRAY RAPIDLf C-_:�L SHUTDOWN =,WARNING ELECTRIC SHOCK HAZARD IQ COMBINER MAIN SERVICE RAPID SHUTDOWN_ TERMINALS ON THE LINE AND (INDOOR) PANEL (INDOOR) - - LOAD SIDES MAY BE ENERGIZED UTILITY METER IN THE OPEN POSITION TO BE INSTALLED IN ACCORDANCE 51750 MAIN RD,SOUTHOLD,NY 11971 WITH SECTION 690.56(C): A CAUTION SOLAR PV SYSTEM SOLAR ELECTRIC SYSTEM CONNECTED EQUIPPED WITH RAPID SHUTDOWN MAIN BREAKER DERATED FOR SOLAR BACKFEED D MAIN BREAKER NOT TO EXCEED 90A. FR ELECTRICPANELS 5kP 16 ZU:4 OWNER INSTALLED INSTALL INSIDE THE MAIN BREAKER PANEL, NEXT TO THE SOLAR BREAKER TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION INSTALL ON THE PV 0 WARN I N G AC COMBINER BOX TURN RAPID SHUTDOWN SWITCH TO (IF APPLICABLE) THE"OFF"POSITION TO SHUT DOWN POWER SOURCE PV SYSTEM AND REDUCE JOSE UMANA OUTPUT CONNECTION. SHOCK HAZARD IN THE ARRAY 51750 MAIN RD DO NOT RELOCATE THIS SOUTHOLD NY 11971 OVERCURRENT DEVICE INSTALL EVERY 10 FEET ON EXTERIOR CONDUIT. PHOTOVOLTAIC SYSTEM Email: Joseumana06@gmail.com Phone: 631-830-1484 PHOTOVOLTAIC COMBINER PANEL WARNING: - PHOTOVOLTAIC • • • � REV B SOLAR BREAKER DO NOT ADD LOADS DATE:15 DECEMBER 2023 POWER DO NOT RELOCATE THIS Historic Preservation Commission WARNING LABELS OVERCURRENT DEVICE Resolution #; (. Dated; EaOAi PV 6.0 . r ` t sc haq 4 '414 le +�r ! rlb r 5 t L 1► I 7 • f j ` w s r D TOWN OF SOUTHOW HISTORIC PRESERVATION COMMt,SON E t 7 '� �. .`�� s f N , �t j 1,fit• •-s. � ,w `� f`� �,.;��, �, r :fir . '?.. ` P �'. - `• _ , y a - ._ r'�.. r is 4: t�• '_ 3 ���, � % '' �� ��_ �• .' s *45* Rk ' . . -t.- .�• J�.+t Lei 4 l � ECEIVE � �},." .fit• �� ,• • * Y ,,�µ•� t , � r ^'r ' ., `�1j1, �- ;yz�� �►: •.'�� "..• •.pis ��` �.' `.y � "fit>, !-� `•s� '�1�s.: y�yy ! t •�ry r .� f �.r •''V1 Y � f R t •- .a.. � • �— ��_. _.....mow s /s;: , ' ' ' Y • i TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION + c ; IS if .a 'f�I� • Y !a a � a f � 1 w � a E .. / ay [ [' jwrr��ffi � rf � l� tlr � � ry E ��r ,.• 1. i E JF Ir It _ LA•i'..'h SITE PLAN: 1/32"= V-0" SOLAR ROOF ROOF SOLAR AREA ROOF ARRAY ROOF AREA AREA COVERAGE # MOD SLOPE TILT A fli UTH (SQFT) (SQFT) N (LBS) N AR-01 18° 18' 182° 5 280 40.53 1182.62 29 -� (E)RESIDENCE (E)STR CTURE(TYP.) "�� . ' LEGEND \ []M METER JAW MP MAIN'SERVICE PANEL 'D © AC DISCONNECT I FI-Q-1 IQ COMBINER JUNCTION BOX I SP SUB PANEL Z I R (E)SUB PANEL(INDOOR) 0 to (E) DRIVEWAY I �I D - (E)FENCE ROOF ACCESS POINT TOWNOFSA p4GO MISSION (N)ARRAY AR-01 <aiSTOF►I I seSER ROOF MODULE LAYOUT + EQUIPMENT LOCATIONS:1/16" = V-0" Vector Structural Engineering has reviewed the existing structure with loading from the solar array and screw connections to the existing framing.The design of the racking system,racking connections,and all other structural is by others.Mechanical,architectural,and all N other nonstructural aspects of the design are by others. Electrical is by others,unless stamped by Dean Levorsen. (E)UTILITY METER (E)CHIMNEY (N)AC DISCONNECT OWNER INSTALLED (NP) V (N)IQ COMBINER �YECTOR n e i n E E R 9 651 W.GALENA PARK BLVD.SM. ICY PHONE WEI1)990-1775 0—PER,UTAH 94020 W%vW-VCc=RSS.COH $ 0� (E)MAIN SERVICE PANEL, 100A RATED,240V * CONDUIT RUN JOSE UMANA ❑ (IN THE ATTIC) 51750 MAIN RD ❑ (N)JUNCTION BOX ❑ ElSOUTHOLD NY 11971 ° ❑ Email: gmail.com ti AAAAAAAA Phone:Jose830-1484 BBBBBB AAA REV 09/06/2022 B DATE:1 July 2022 Firm License Number:COA0012907 B VSE Project Number:U2557.0813.221 SITE PLAN UNAUTHORIZED ALTERATIONS OR ADDITIONS G W TO A DOCUMENT BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A NL�/ VIOLATION OF SECTION 7209(2)OF THE N.Y. , '�(� , 3L : PV 2.0 -STATE EDUCATION LAW SCOPE OF WORK - GENERAL NOTES TABLE OF CONTENTS PAGE # DESCRIPTION SYSTEM 5ZE:9280W'DC 6960W AC I S (29)PHONO SOLAR PS320MH-20/UH LOCAL UTILITY PROVIDER SHALL BE NOTIFIED PRIOR TO USE AND ACTIVATION OF ANY PV 1.0 COVER SHEET VERTER(S):(29)ENPHASE IQ8-60-2-US MICROINVERTERS SOLAR PHOTOVOLTAIC INSTALLATION e 1CKING:IRONRIDGE XR100 THIS PROJECT SHALL COMPLY WITH LOCAL ORDINANCES PV 2.0 SITE PLAN ATTACHMENT:IRONRIDGE FLASHVUE PROPER ACCESS AND WORKING CLEARANCE WILL BE PROVIDED • ALL ELECTRICAL WORK SHOWN ON THESE PLANS WILL BE COMPLETED BY THE PV 3.0 DETAIL LAYOUT OCCUPANCY:PRIMARY RESIDENCE UNDERSIGNED PV 4.0 MOUNTING DETAIL CONSTRUCTION TYPE:RESIDENTIAL • ALL APPLICABLE PV EQUIPMENT LISTED AND COMPLIANT WITH UL2703,UL1741 AND UL1703 • ALL ROOF PENETRATIONS TO BE SEALED WITH A HIGH PERFORMANCE ROOF SEALANT SUCH PV 5.0 ELECTRICAL DIAGRAM AS GeoCel 2300 CLEAR SEALANT This approval is for compliance to the current adopted building codes for the proposed 0 THE SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM THE LOCAL Solar System only. It is the owner's/applicant's responsibility to ensure that the proposed PV 6.0 WARNING LABELS JURISDICTION AND THE UTILITY IS OBTAINED installation of solar systems and associated equipment is on legally permitted structures. 0 THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, If determined by inspection staff the proposed solar system is installed on non-permitted MECHANICAL,OR BUILDING ROOF VENTS structures,any required modifications needed for code compliance will be at the . IF THE EXISTING MAIN PANEL DOES NOT HAVE VERIFIABLE GROUNDING ELECTRODE,IT IS E C TO R owner's/applicant's expense THE NECESSARY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE E n a l n E E R s • EACH MODULE WILL BE GROUNDED UL 2703 OR UL 1703 APPROVED USING THE SUPPLIED 651 W.GALENA PARK BLVD.GTE.101 PHONE(8011 990-1775 CONNECTION POINTS IDENTIFIED ON.THE MODULE AND THE MANUFACTURER'S INSTALLATION DRAPER,UTAH 94020 www,v£craRSE.COH • INSTALLATION OF A PV SYSTEM MOUNTED ON INSTRUCTIONS" RESIDENTIAL BUILDING. • A LADDER SHALL BE IN PLACE FOR THE INSPECTION IN COMPLIANCE WITH OSHA Ug REGULATIONS • 2017 NEW,2020 IRC 0 ALL WORK SHALL COMPLY WITH 2O17 NEC,2020 IRC,MUNICIPAL CODE,AND ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTION. • MAIN BREAKER DERATE: REPLACE EXISTING MAIN • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2O17 NEC. V4 BREAKER WITH NEW 80 AMP MAIN BREAKER- • PHOTOVOLTAIC SYSTEM INVERTER IS-UNGROUNDED.NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER,AND SYSTEM COMPLIES WITH 690.35. U • MODULES CONFORM TO.AND ARE LISTED UNDER UL 1703. e INVERTER CONFORMS TO AND IS LISTED.UNDER UL 1741. • ELECTRICAL EQUIPMENT AND MATERIAL TO BE LISTED,LABELED,AND INSTALLED PER THE NEC,THE INSTALLATION STANDARDSIMANUFACTURER'S RECOMMENDATIONS AND IF O9/O6/ZOZZ REQUIRED A RECOGNIZED ELECTRICAL TESTING LABORATORY. • CONDUITS EXPOSED TO SUNLIGHT ON ROOF SHALL BE LOCATED NOT LESS THAN 7/81,ABOVE Firm License Number:COA0012807 ROOF SURFACE. VSE Project Number.U2557D813.221 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO A DOCUMENT BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A ��CV VIOLATION OF SECTION 7209(2)OF THE N.Y. STATE EDUCATION LAW Vector Structural Engineering has reviewed the 1t �f eldsting structure with loading from the solar array VICINITY MAP and screw connections to the existing framing. The design the racking system,racking connections,,and all other structural is by others. _ Mechanical,architectural,and all other nonstructural aspects of the ,E`e5 f r Electrical is by others,unless stamped bdesign are y others. Dean _ r : O ., Levorsen. OWNER INSTALLED 9` _ �A �oLo MsstoN Patrick's RC Church \OWNS Rip►ON JOSE UMANA ell: - . - R\GpF► 51750 MAIN RD w � N\ O E r" SOUTH 11971 Email:Joseumana06@gmail.com . 517-50 MaiAn`vRdy,.;n:.,^ _ ���' . Phone:631-830-1484 l-"3• Ct- -?�`ti , Southold, N i 1 1•� .... �'S I Ip �" REVA ..4� �� �� j '� U DATE:1 July 2022 R lest-Gratta Funeral Homy.. COVER SHEET d� 5 a Southold ac`�� PV 1 . Irrio Asso_dates Elementary School 0 _ - - :f1q 'ODULES PER m ROOF TYPE ATTACHMENT ROOF HEIGHT FRAME MATERIAL FRAME TYPE FRAME SIZE OC SPACING '"' ARRAY AR-01 29 COMP SHINGLE IRONRIDGE FLASHVUE ONE STORY WOOD TRUSS 2'X4" 24"O.C. AR-01 SCALE: 3116"= 1'-0" 0,-6" 2'-104" PITCH: 18° 3 PQlNT:lOAq EALCUtaTIEON`,:" AZIMUTH: 182° 36'-74" #OR WEIGHT TOTAL WEIGHT ITEM LIN FT PER(Ibs) (Ibs) 4'-0" MODULES 29 40.78 1182.62 IV 0'-6" RAILS 159.54 0.4 69.6 �`—; i ATTACHMENTS 61 0.65 39.65 l TILT LEGS 0 3.5 0 ARRAY AR-01 ENPHASE INVERTER 29 1.4 40.6 -- —Q}- . TOTAL WEIGHT 1332.4 Ibs 1 1 MODULE DIMENSION (LxW) 65.95 x 39.06= 17.88 sq.ft 14'-5" WEtG1iT PER'tVlOUN`C 1332,4`1, Q1 = 21,.8 ibs/Mount 1 ., V(IEEIGHT PER SO fT' fXiit/ 518514s. =2:g`t6s/sgat. 2"X4" TRUSS @ 24" ' O.C. I � W �r - - O IRONRIDGE FLASHVUE (29) ENPHASE IQ8 60 2-US TpWNOF — mr issip ; MICROINVERTERS �J ATTACHMENTS B18SpR1CPRESERVATiONpp� IRONRIDGE XR100 RAIL SYSTEM OWNER INSTALLED 11 6'-7" �YECTOR Vector Structural Engineering has reviewed the exist ng smrcture with loading from the solar array and screw connections to the existing framing.The design of the 3'-3" See structural fetter for racking system,racking connections.and all other 65 J W.GALENA PARK SLVO.STS. r 0 r PHONE rBO r)990-r 775 strumrai is by others.Mechanical.architectural,and all roof areas that require DRAPER.UrAH 6402Q www.VECTORBE.GOM other nonstructural aspects of the design are by others. -� Electrical is by others,unless stamped by Dean Levorsen. tighter connection 1'-0" spacing than listed. DESIGN CRITERIA JOSE UMANA 51750 MAIN RD MODULES:r, SOUTHOLD NY 11971 5'-6" ' 3'-6" 29 Email:Joseumana06@gmail.com i MAX DISTRIBUTED LOAD:3 PSF Phone:631-830-1484 iy SNOW LOAD: 25 PSF I WIND SPEED: REV A - 09/06/2022 136 MPH 3-SEC GUST. DATE:1 July 2022 LAG SCREWS: Firm License Number:COA0012807 5/16"x 2.5"MIN EMBEDMENT _--_----� — VSE Project Number: U2557.0813.221 NOTE: LAYOUT DETAI UNAUTHORIZED ALTERATIONS OR ADDITIONS INSTALLERS TO VERIFY RAFTER TO A DOCUMENT BEARING A LICENSED SIZE,SPACING AND SLOPED PROFESSIONAL ENGINEER'S SEAL IS A SPANS,AND NOTIFY E.O.R. OF PV 3. VIOLATION OF SECTION 7209(2)OF THE N.Y. ANY DISCREPANCIES BEFORE NOTE:-MAX.ATTACHMENT SPACING IS 4'-0" STATE EDUCATION LAW PROCEEDING. (STAGGERED) �YECTOR E rt 0 1 n E E R 9 -- 651 W.GALENA PARK aLV.srE. I a I PHONE(BD I J 990-I775 DRAPER,UrAH B4020 wtvw.VECTURHE.CON PV MODULE y ~ 0 ayQb 09/06/2022 (E) SINGLE LAYER OF Firm License Number: COA0012807 COMPOSITE SH NGLE VSE Project Number:U2557 0813221 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO A DOCUMENT BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209(2)OF THE N.Y. STATE EDUCATION LAW SEE (2/PV-4.0) FOR Vector Structural Engineering has reviewed the existing structure with loading from the solar array and screw ENLARGED VIEW connections to the existing framing.The design of the racking system,racking connections,and all other structural is by others.Mechanical,architectural,and all other nonstructural aspects of the design are by others. Electrical is by others,unless stamped by Dean Levorsen. 1 ATTACHMENT DETAIL _ 74.0 SCALE:1"=1' D D JAN 2 6 2023 PV MODULES T'OWNOFSOUTHOLD IRONRIDGE INTEGRATED GROUNDING & END/MID ; \ HISTORICPRESERVATIONCOMMIs 'O� I oZb I�3 CLAMP IRONRIDGE FLASHVUE . :: 0D 3 ATTACHMENTS IRONRIDGE XR100 RAIL ALUMN. "L"BRACKET OWNER INSTALLED W/3/8"SS BOLT& NUT (E) SINGLE LAYER OF COMPOSITE SHINGLE JOSE UMANA IRONRIDGE FLASHVUE 51750 MAIN RD FLASHING 5/16"X4.25" SS LAG SCREW SOUTHOLD NY 11971 WITH MIN 21/2'r THREAD Email:Joseumana06@gmail.com 2"X4"TRUSS @ 24" O.C. EMBEDMENT, SEALED Phone:631-830-1484 PENETRATION REV A DATE:1 July 2022 2 ATTACHMENT DETAIL ( section view) MOUNTING DETAIL , PV-4.0 SCALE:NTS PV 4.0 r` CONILN SCHEDULE ._ GROUND SYSTEM SIZE:928OW DC,6960W AC NOTE: **ENVOY BREAKER CAN BE 10A OR 15A IN IQ COMBINER BOX, CONDUCTOR ENPHASE MICRO INVERTERS ARE EQUIPPED WITH RAPID REFER TO TECHNICAL BRIEF IN ATTACHED SPEC SHEETS. # CONDUIT (REDIBLACK) NEUTRAL(WHITE) (GREEN) (BARE COPPER) SHUTDOWN FUNCTION PER NEC 690.12. 1 NONE ENPHASE O-CABLE NONE NONE (1) r ' • MAIN BREAKER DEBATE: REPLACE EXISTING MAIN 2 3l4"EMT (4)10 AWG NONE (1)6 AWG NONE BREAKER WITH NEW 80 AMP MAIN BREAKER. THHNIrHWN-2 THHN/rHWN-2 3 3/4"EMT (2)8 AWG (1)8 AWG (1)6 AWG NONE THHN/rHWN-2 THHNlrHWN-2 THHN/rHWN-2 3 (N)LOCKABLE EXISTING WIRING BLADE TYPE 3 IQ COMBINER AC DISCONNECT BOX 2 2P 1 2P 15A** 80A PHONO SOLAR (MONITORING) NEW PS320MH-20/UH 15 ENPHASE IQ8-60-2-US (1)CIRCUIT OF(15)MODULES 2P 20A-2P 40ASTRING A,ARRAY 1 BR SOLAR 1 BREAKER PHONO SOLAR AT OPPOSITE 1 A 2A 3A PS320MH-20/UH 20A-2P END OF 14 ENPHASE IQ8-60-2-US -49- jgj-[ BUSBAR (1)CIRCUIT OF(14)MODULES NEW 60AAC EXISTING EXISTING METER STRING B,ARRAY 1 JUNCTION BOX DISCONNECT OVERHEAD UTILITY SERVICE MIN RATED ENPHASE IQ (2-POLE MAIN PANEL IN RATED COMBINER BOX, U 2-POLE) 100A BUSBAR 125A RATED END FED (X-IQ-AM1-240-4C) �� Ilan �3 INVERTERS RATING U s 3 MAKE ENPHASE MODEL IQ8-60-2-US CONDUCTOR SIZING CALCULATIONS MAX INPUT 15A CURRENT COND.OF USE APPLIED CURRENT CIRCUIT icont(690.8(B)(1)) SPECIFIED AMPACITY @ AMBIENT CARRYING MAX POWER DESCRIPTION CURRENT Imax(690.8(A)) calc CONDUCTOR 90C TEMP c (690.8(B)(2))talc COND. (AC) 240W PV SOURCE 15.00A x 1.25= 40A x 0.96(am b.tem ) V LED NOM.AC 240V CIRCUIT A 15.00A 15.00A 18.75A #10 THWN-2 40A 31-35 4-6 (raceway fill)=30. 3 VOLTAGE PV SOURCE 40A x 0.96(am b.temp. A MAX AC 1A CIRCUIT B 14.00A 14.00A 14.00A x 1.25= 17.5A #10 THWN-2 40A 31-35 4-6 - (raceway fill)=30.72 1rA� CURRENT 55A x 0.96(am b.temp. xCEC 1 W COMBINER BOX 29.00A 29.00A 29.00A x 1.25= #8 THWN-2 55A 31-35 1-3 4� EFFICIENCY 97% OUTPUT 36.25A (raceway fill)=52.8A p IC MODULE AND ARRAY RATINGS: (29)MODULES) TERMINAL TEMPERATURE RATING CONSIDERATIONS JOSE UMANA AMPACITY @ SOLAR MODULE RATINGS(STC) CIRCUIT A CIRCUIT B TERMINAL TEMP SPECIFIED TERMNAL TEMP. 51750 MAIN RD CIRCUIT DESCRIPTION CURRENT Icont RATING CONDUCTOR RATING SOUTHOLD NY 11971 MAKE PHONO SOLAR SERIES 1 1 PV SOURCE CIRCUIT A 15.00A 15.00A x 1.25= 18.75A 75C #10 35A Email:Joseumana06@gmail.com MODEL PS320MH-20/UH PARALLEL 15 14 PV SOURCE CIRCUIT B 14.00A 14.00A x 1.25=17.5A 75C #10 35A Phone:631-830-1484 COMBINER BOX OUTPUT 29.00A 29.00A x 1.25=36.25A 75C #8 50A REV A Imp 9.69A Imp 15.OA 14.OA DATE.I July 2022 VOLTAGE DROP CALCULATIONS Vdrop Vmp 33.01V Vmp 240V 240V CIRCUIT DESCRIPTION LENGTH I I Ohms/kFt V CALC 0.62% Ise 10.13A Ise 15.OA 14.OA PV SOURCE CIRCUIT A 50Ft 15.00A 0.9989 240V 50'x 15.00A x 2 x 0.9989/1000'/240V= 0.62% ELECTRICAL Voc 39.92V Voc 240V 240V PV SOURCE CIRCUIT B 5OFt 14.00A 0.9989 240V 50'x 14.00A x 2 x 0.9989/1000'/240V= 0.58% COMBINER BOX OUTPUT 3017t 29.00A 0.6282 240V 30'x 29.00A x 2 x 0.6282/1000'/240V= 0.46% Pmax 320W Pmax 360OW 3360W PV 5.0 %Voc/C -0.306% INSTALL ON THE s �iLITY METER Ih ALL ON THE AC DISCONNECT i I I %RPHOTOVOLTAIC THIS SERVICE METER AAC DISCONNECT %!y CAUTION . IS ALSO SERVED BY A POWER TO THIS BUILDING 1S ALSO SUPPLIED PHOTOVOLTAIC SYSTEM RATED AC OUTPUT CURRENT: 29.00A FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: � NOMINAL OPERATING AC VOLTAGE: 240V INSTALL ON THE MAIN BREAKER PANEL , PHOTOVOLTAIC SOLAR SUB PANEL PV ARRAY PR • i ` AC DISCONNECT (INDOOR) EQUIPPED WITH RAPID SHUTDOWN lr I I ELECTRIC SHOCK HAZARD MAIN SERVICE 'RARID SHUTDOWN TERMINALS ON THE LINE AND PANEL i iV ARRAY LOAD SIDES MAY BE ENERGIZED IQ COMBINER UTILITY METER TO BE INSTALLED IN ACCORDANCE IN THE OPEN POSITION AC DISCONNECT (TYP.j WITH SECTION 690.56(C): 51750 Main Rd,Southold,NY 11971 , ., , CAUT/ r� SORI% S!YS � EM% SOLAR ELECTRIC SYSTEM CONNECTED '''`' " '`' '''" � - u "� N INSTALL INSIDE THE MAIN BREAKER RA, P' , 04)-0,W1 i PANEL, NEXT TO THE SOLAR BREAKER I ��PANELS a r f - C OWNER INSTALLED POWER SOURCE OUTPUT CONNECTION. INSTALL ON THE PV Tow�sSO °cLOMnnissto�� AC COMBINER BOX AnoN DO NOT RELOCATE THIS TURN RAPID SHUTDOWN SWITCH TO CIF APPLICABLE] Nusz tcQR�s OVERCURRENT DEVICE THE"OFF"POSITION TO SHUT DOWN PV SYSTEM AND REDUCE DOSE UMANA SHOCK HAZARD IN THE ARRAY 51750 MAIN RD PHOTOVOLTAIC SOUTHOLD NY 11971 SOLAR BREAKER INSTALL EVERY 10 FEET ON EXTERIOR CONDUIT. PHOTOVOLTAIC SYSTEM Email:Joseumana06@gmail.com i Phone:631-630-1484 • ® COMBINER PANEL REV DO NOT RELOCATE THISPOWER. • DO NOT ADD LOADS � oArE:1 July 2022 OVERCURRENT DEVICE WARNING LABELS PV 6.0 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 28, 2024 TO: Umana, Jose 51750 Route 25 Southold,NY 11971 Please take notice that your application dated April 18, 2024: For permit to: install roof mounted solar panels to an existing accessory building at: Location of property: 51750 Route 25, Southold,NY County Tax Map No. 1000 - Section 63 Block 6 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed installation of solar panels on this nonconforming 26,136 sq. ft. lot in the RO District, is not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval. 4t�(VD-1 9 - C�yl tuu Authorizecaignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Historic Preservation Commission Historic Preservation Commiss�.._ Page 2—Building Design and Materials our UnigV Anne Surchin,Vice Chair. 0 eye Southold Town Hall Annex Allan Wexler 54375 Main Road Jerilyn Woodhouse 0. ' P.O. Box 1179 Marina de Conciliis SOuNal r Southold, NY 11971 ►nu."4C David Mammina ; r1, Daryl Ketchum o Tele: 631-765-1809 Kim Fuentes, Coordinator °k"° I www.southoldtownny.gov- A9 kimf@southoldtownny.gov Fa VATION AA t SUBJECT PROPERTY ADDRESS: SUBJECT PROPERTY TAX MAP NO.: 1000- - OWNERS NAME: MAILING ADDRESS: 45 / 7 5 0 aim PHONE:(� 830 — E-MAIL: 6) Gt vl pr i G b In OWNER'S REPRESENTATIVE: MAILING ADDRESS: PHONE: E-MAIL: STATUS: LOCAL LANDMARK IN LANDMARK DISTRICT NATIONAL HISTORIC REGISTER PROPERTY ZONING DISTRICT EXISTING USE PROPOSED USE PROPOSED WORK: REPAIR ADDITION RENOVATION_NEW WINDOWS=-NEW DOORS REPLACE SIDING REPLACE ROOFING NEW FENCE NEW SIGN APPROVALS REQUIRED: ZBA TOWN TRUSTEES PLANNING BOARD I understand and agree that no work on this request shall commence until written approval has been given by the Building Department if a Building Permit is required. If no permit is required,written approval must be ive from the Historic Preservation Commission. OWNER/REPRESENTATIVE'S SIGNATURE: /' Print Name: f d S - l� l�yl Gt yi GL HPC—Application, Building Design and Materials 7/9/2025 (Revision) 2 1 P a g e I Historic Preservation Commiss�__)Page 5—Building Design and Materials - Solar Panels—Please provide Engineered Plans Proposed Form and Material: a C� et -e jt ,'.-T (a S Foundation: Existing Form and Material: Proposed Form and Material: • FAILURE TO SUBMIT DRAWINGS AND REQUESTED MATERIAL WITH A COMPLETED APPLICATION WILL RESULT IN DELAY IN THE APPROVAL PROCESS. • BE SURE TO INCLUDE THE BUILDING DEPARTMENT'S NOTICE OF DISAPPROVAL. • IT IS STRONGLY SUGGESTED THAT THE APPLICANT REVIEW THE HPC HANDBOOK at http://www.southoldtownny.gov/DocumentCenterNiew/320/LPC-Handbook-Final-Draft?bidId= • ALL APPLICATIONS MUST HAVE A REPRESENTATIVE AT THE CONFERENCE AND PUBLIC HEARING TO BE REVIEWED. • A WORK SESSION TO REVIEW APPLICATIONS WILL BE SCHEDULED PRIOR TO A FORMAL PUBLIC HEARING.PUBLIC HEARINGS REQUIRE POSTING AND MAILINGS BY THE APPLICANT AS DESCRIBED IN CHAPTER 55 OF THE SOUTHOLD TOWN CODE. • SECTIONS OF LOCAL LAWS AUTHORIZING REVIEW BY THE HISTORIC PRESERVATION COMMISSION OF PROPOSED WORK ON DESIGNATED TOWN LANDMARK PROPERTIES CAN BE FOUND IN CHAPTER 170 OF THE SOUTHOLD TOWN CODE HPC—Application, Building Design and Materials 7/9/2025 (Revision) 5 P a g e our Uniqt, Anne Surchin,Vice Chair. �i��'9 e,�Q^ Southold Town Hall Annex Allan Wexler `my® ' i �'w� 54375 Main Road Jerilyn Woodhouse *hwl c0 P.O. Box 1179 soumoaQ e Marina de Conciliis ``"� Southold, NY 11971 David Mammina101 c ra o Tele: 631-765-1809 Daryl Ketchum 09� + www.southoldtownny.gov Kim Fuentes, Coordinator �� — o° kimf@southoldtownny.gov S�RVA'S'lON CHECKLIST Instructions for "Certificate of Appropriateness" Application required for Building Permit on Registered Landmarks Items to be included: 1. Application 2. HPC Standard Q& A 3. Notice of Disapproval: Issued by the Building Department, dated within 60 days ** A NOTICE OF DISAPPROVAL IS REQUIRED WITH ALL APPLICATIONS. 4.Agent Authorization Letter: for owner's consent when using a representative 5. Photographs of building, surrounding area and adjacent buildings, labeled 6. Property Survey, Site Plan and Elevation Drawings: showing existing structures and proposed addition. 7. Complete set of construction documents, as submitted to the Building Department, including window and door schedules, materials, dimensions, locations on the fagade (top of sill and dimensions on elevation drawings and on building sections, as well). This document must be prepared by licensed design professional, dated, stamped, signed: Three(3)print sets and (1) digital set of proposed improvements at 1/4"scale,to include: BUII.DING PLANS AND ELEVATION DRAWINGS: ✓ Provide elevation drawings of all sides affected, with building heights noted. ✓ Indicate location of all finish materials on plans and elevations. ✓ All pages of architectural/engineered plans shall be dated,numbered and signed by a licensed design professional.Plans should indicate the date prepared and/or last revised date prepared. PLEASE NOTE: "IN KIND"REPLACEMENT OF WINDOWS, SIDING AND ROOFING WILL NOT REQUIRE ELEVATION DRAWINGS, BUT WILL REQUIRE PHOTOGRAPHS AND MATERIAL SPECS. . P,' o� PN -' Mariella Ostroski,:Chairperson our ur„ Town HaII Annex Anne Surchin,Vice Chair �,�09 94e tie^ 54375 Route 25 Allan Wexler 10�� PO Box 1179 Fabiola Santana a T""d Southold,NY 11971 SOU OLD Tara Cubie LL== Telephone:(631)765-1809 Jeri Woodhouse R a kimf@southoldtownny.gov Kim E.Fuentes,Coordinator o9 , I RESERVATION Town of Southold Historic Preservation Commission _Certificate of Appropriateness JANUARY 26, 2023 RESOLUTION #05.20.21.3 AMENDED Owner: Jose Umana RE: 51750 Main Road,Southold,NY. SCTM#1000-63-6-4 RESOLUTION: WHEREAS, 51750 Main Road, Southold, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Chapter 170 of the Town Code(Landmarks Preservation Code)of the Town of Southold,all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit;and WHEREAS, the applicant,Jose Umana,submitted a proposal on November 15,2022,requesting an Amendment to a prior Certificate of Appropriateness#05.20.21.3,to install solar panels , on on ly one accessory structure(garage)located most westerly, instead of two existing accessory structures located on the subject parcel;and WHEREAS, the scope of work includes the installation of black solar panels on the roof of the accessory structure(garage) as depicted in Engineering Plans prepared by Jacob S. Proctor, dated July 1, 2022. Sheet PV2.0 Site Plan depicts the subject structure. Solar Area will measure 518.78 sq. ft. WHEREAS, during the public hearing of January 26,2023,the applicant,Jose Umana,described his desire to make changes to the project; and NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the installation of Solar Panels upon the roof of most westerly accessory structure(garage)on subject property in the above referenced application meets the criteria for approval under Section 170-8(A)of the Southold Town Code; and Certificate of Appropriateness, HPC,Umana-AMENDMENT.SCTM No. 1000-63-6-4 r I 1 BE IT FURTHER RESOLVED,that the Commission approves the request for an Amended Certificate of Appropriateness, subject to approvals by all involved agencies;and BE IT FURTHER RESOLVED,that this approval shall not be deemed effective until the required conditions have been met; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the commission. Motion made by: Commissioner Cubie Motion seconded by: Commissioner Wexler VOTES:AYES: Commissioners Ostroski, Surchin,Wexler, Santana, Cubie,and Woodhouse. (6-0) RESULT:Passed Signed: Kim E.Fuentes Coordinator for the Historic Preservation Commission Date: January 26,2023 Amendment to Certificate of Appropriateness Resolution No. 05.20.21.3