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HomeMy WebLinkAbout24-A104 38 Stoney Hill DriveTOWN OF YARMOUTH - �" 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451I RECEIVED Telephone (508) 398-2231 Ext. 1292--Fax (508) 398-0836 JIJI � �' 2f]Z4 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMIL' APPLICATION FOR 1 ULU KINU'S HI(aHWV CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended, for proposed work as described below & on plans, drawings, photographs & other supplemental info accompanying this application. PLEASE SUBMIT 4 C091iles OF SPEC SHEET(S), ELEVATIONS, PHOTOS, & SUPPLEMENTAL INFORMATION. Check All Cate ories That Apply: Indicate type of Building: Commercial V Residential 1) Exterior Building Construction: New Building Addition _Alterations Reroof Garage Shed Solar Panels Other: 2) Exterior Painting: Siding Shutters Doors _Trim Other: 3) Signs/Billboards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print legibly: Address of proposed work: 38 Stoney Hill Dr, South Yarmouth, MA 02664 Map/Lot # 118-13 Owner(s): Tad Duarte Phone # (774) 268-9620 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 38 Stoney Hill Dr, South Yarmouth, MA 02664 Year bu It: 1980 Email: taduarte@comcast.net Preferred notification method: Phone�Z Email Agent1contractor: Sunergy Solutions Phone #: (844) 427-6527 Mailing Address: 75 Gilcreast Road 9210, Londonderry, NH 03053 Email: admin@sunergysolutions.us Description of Proposed Work: Preferred notification method: 7.225kW DC roof -mounted solar array; 17 modules, grid -tied (No ESS) Signed (Owner or agent) Phone V Email Date: 07/09/2024 > Owner/contractor/agent is aware that a permit is required from the Bu iding Department. (Check other departments, also.) > If application is approved. approva is subject to a 10-day appeal period required by the Act. > This certificate is good for one year from approval date or upon date of expiration of Building Permit whichever date shall be later > All new construction wil. be subject to inspect. on by OKH. OKH-approved plans MUST be available on -site for framing & final inspections Rcvd Dale: 7/a?G Amount 4.40 Cash/CK #: 2,?2yo Rcvd by. b S. 45 Days: a V1901 Date Signed Approved Approved with Modifications Denied Reason for Denial Signed: APPLICATION #: 94-AIf — / Yam. TOWN OF YARMOUTH (0 y 1146 ROUTE 28, SOUTH VARMOUTH, MASSACHUSETTS 02664-4451 , Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 r R➢OMAtE�,J OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE PiN Application # .)q,Al oq 45-DAY TIMEFRAME WAIVER '�" 2 6 2024 T AHfvrUU r r� Project Address: r -54W C 14ill VriVC Application Received Date: 45 Day Decision Deadline: 17619q a1 i.(;kf Me, the undersigned owner, contractor, or agent, do hereby waive the 45-day timeframe for a determination on our application for a Certificate of Appropriateness/Demolition/Exemption by the Old King's Highway Historic District Committee for the following project: S� W 197V-t� Date: 07/24/2024 Signed: Tad puaA& Owner Tad QuaA& Owner -444- ; Contractor/Agent 3/2020 74 -lvo f TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE C�� I� IFI) ABUTTERS' LIST i JUL 2 6 2024 I OLD KING S H1GH Applicant's (Owner) Name: Property Address/Location: _ 3cr 5-tbif-ti I VrVt Hearing Date:._ Notices must be sent to the applicant and abutters (including owners of land on any public or private street or way) whose property directly abuts or is across the street from the applicant. The OKH Office will send out notices using the addresses as they appear on the most recent applicable tax list. Note: Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's Highway Department page on the Town website: www.warmouth.ma_us Applicant Information: Abutter Information: H.2013 Map Number Lot Number IISC 13 !Boss 11 � to 1 sds� 15054 I 15- 15b 5-3 Application #: 0-1 —A 10� 1-4 00 —4 1 �1 4 Jf rl Q� 06 U1 u 7 TQYrn.� Li 06 U� 00 ti UALHALLP, -a Ln UG Go 06��� a aWo00 ROPD O�NNIS 00 .a r� co ull 1.4 ai -00 06 M A STONEY HILL- DRNE Iva Ln con ti 1� ri N ao rl \1 tll nj ro O a W Uq. $ Z a� u a r:q N 3 ^ �.E ter$ VoA.. 5 kn h fl C3 C Tcz�' W to ■ REIVIE JUt 2 6 2024 VAHMUU7 r, 2LD KINGS HIGHWAY I �Td 5 • � �''i •r. ■ tb IL slam 4 IN i e+, i F rj 1 - . � � . • - � � 1.��.� \� . � - � - r PV Letters 518 Lake Cleveland Street Burley,ID 83318 1-208-994-1680 trevor@pvletters.com Structural Report for Solar Array Installation PV Letters Project #: SYS-1000109 Issued Date: 07/05/2024 Project Information: Structure: Multi -Story Residence FI) L UL 2 6 4 024 YAr11V1UU f - ING'S HiGN' Address: 38 Stoney Hill Drive South Yarmouth, MA 02664, Barnstable County Design Requirements: Codes & Standards: 2015 IRC (ASCE 7-10), 2015 IBC, 2015 IEBC Jurisdiction: Town of Yarmouth To whom it may concern, This structural report shall state the structural adequacy of the existing building structure to support the solar array installation proposed in Permit Drawings by Illumine-i (Project: SYS-1000109, dated 07/05/2024, Rev A). Based upon our analysis of the proposed installation to the existing structure, we have determined the adequacy of the following components to be as follows: Solar Array Components Adequate' Solar Array Anchorage to Roof Adequate Roof Structure Adequate Note: 1) Only includes items listed in Table 1. This analysis will be affected if any conditions throughout the report or associated permit drawings are not also represented on -site. Contractor shall notify the engineer of record of any discrepancies and receive written approval from the engineer of record before proceeding with installation. If there are any questions or further assistance required, please call. Respectfully, Professional Engineering Team PV Letters 4,)` 104 +*$-APV Letters Solar Array Installation TABLE OF CONTENTS RECEIVED JUL 2 6 2024 rAhM0.1 I r, OLD KiNr,'fi winwwAv 1) INTRODUCTION Table 1 — List of Solar Panel Array Components 2) DESIGN CRITERIA 3) DISCLAIMERS 3.1) Assumptions 3.2) Limitations 4) CALCULATIONS 1) INTRODUCTION Project Name: SYS-1000109 Issued Date: 07/05/2024 Page 12 Page #: 2 The solar panel array shall be installed on the existing multi -story residence. The structure is wood framed. The roof structure is composed of 2x6 rafters spaced at 2'-0" on center. Original building drawings are unavailable; however, site information was obtained during a site visit by Sunergy Solutions. The solar panel array is composed of components shown in Table 1. Table 1 — List of Solar Panel Array Components Component Description Rating Letter Info Source Q.TRON BILK M-G2+ Spec Sheet by Qcells Q.TRON_BLK_M- Hanwha Q Series 405-430 Wp Solar Panels G2+_series 405-430_DA 2023- CELLS 12_Rev02_NA America Inc IronRidge Flush Certification Letter Named: Structural Mount System Rail System Certification and Span Tables for IronRidge (XR100) IronRidge Flush Mount System by IronRidge dated 3/15/21 FlashLoc Duo (Rafter Roof Attachment Design and Engineering guide by Mount) System UNIRAC UNIRAC Note: 1) All components are verified to withstand design criteria either based upon referenced rating letters or by calculations provided in this report. PV Letters Solar Array Installation 2) DESIGN CRITERIA Code & Standards: Dead Loads Wood Framing: Solar Array: Asphalt Shingles: 112" Plywood: Live Loads Roof Live Load. 5 psf 3 psf 2 psf 1.6 psf 20 psf Wind Loads Ultimate Design Wind Speed, Vult:130 mph Allowable Stress Design Wind 100.7 mph Speed, V,,d: Risk Category. II Exposure Category: C GCp; (+/-): 0.18 Seismic Loads Risk Category: Seismic Importance Factor, IE Mapped Spectral Response Acceleration Parameters: Design Spectral Response Acceleration Parameters: Site Class (Assumed): Seismic Design Category: 11 1.0 Project Name: SYS-1000109 Issued Date: 07/05/2024 Page 13 2015 IRC (ASCE 7-10), 2015 IBC, 2015 IEBC Snow Loads Ground Snow Load, pg: Snow Exposure Factor, C.: Snow Importance Factor, IS Thermal Factor, Ct: Slope Factor, C5: Flat Roof Snow Load, pf: SS: 0.147, S1: 0.054 SDS: 0.157, SD1: 0,086 D B 30 psf 1.0 1.0 1.0 1.0 21 psf R F C F I V F 1!il 2 S ?,21t t AHIVIUU I t OLD KING'S HIGHWAY �XOVL( PV Letters Solar Array Installation 3) DISCLAIMERS 3.1 ASSUMPTIONS RECEIVE x AhiMUU i r, Project Name: SYS-1000109 Issued Date: 07/05/2024 Page14 1. Wood framing meets the following specifications in accordance with the ANSI/AWC "National Design Specification" (2015 Edition). Roof Framing No. 2 Southern Pine Wall Framing No. 2 Spruce Pine Fir 2. All solar panel array components listed in Table 1 shall be designed and installed per the manufacturer's approved installation specifications. 3. The existing building structure was properly constructed and maintained in good condition. 3.2 LIMITATIONS 1. Waterproofing around the roof penetrations is the responsibility of others. 2. No allowance has been made in this report for any existing deficiency in design, material, construction, or lack of maintenance for the existing structure or proposed equipment. 3. Any miscellaneous items not explicitly listed in this report have not been designed or detailed by PV Letters. It is recommended that material of suitable size and strength be obtained from a reputable manufacturer for miscellaneous items. 4. The referenced permit plans are schematic representations of the installation of proposed equipment to the existing structure. The contractor shall be responsible for field verifying existing conditions, proper fit, and clearances in the field. 5. Construction documents depicting the required modifications for installation are obtainable from PV Letters, but are beyond the scope of this report. -1q-Aq - , , PV Levers Solar Array Installation I. Component & Cladding Wind Calculations Site Data Ultimate Design Wind Speed, Vult: Exposure Category: Risk Category: Topo Factor, K,t: Building Data Mean Roof Height, h: Building Type: Roof Type: Roof Slope: Least Horizontal Building Length: Largest Horizontal Building Length: Estimated Building Area: Roof dimension, 'a' per ASCE7: Wind Data Velocity Pressure Coef, K,: Wind Directionality Factor, K,; Ground Elevation Factor, Kt: Velocity Pressure @ Height, qh: Effective Wind Area, A: 130 mph C 11 1.00 25 Enclosed Gable 26 20 53 2170 3 1 it It ft2 r 0.945 0.85 N/A 34.8 psf 20.0 Ift2 Component & Cladding Wind Pressures Positive Pressure for Effective Area, A = 20 SF* Max Positive Roof Zone (GCP) (GCP„ +/-} Pressure (psf) All Zones 0.44 0.18 21.54 71 'Positive notation indicates wind pressure acting downwards on roof Negative Pressure for Effective Area, A = 20 SF* Max Negative Roof Zone (GC,,) (GCP,, +/-) Pressure (psf) 1 -0.87 0.18 36.50 2 -1.55 0.18 -60.12 3 -2.42 0.18 -90.36 *Negative notation indicates wind pressure acting away from roof *Wind calculations according to ASCE 7-10* Project Name: SYS-1000109 Issued Date: 07/05/2024 Calculations: Page I 1 J I_1 i 2 6 2N24 f Ah1iVlUu i r. OLD KING 5 HIGHWAY w-Alq 42 PV Letters Solar Array Installation II. Wind Forces on Solar Panel System Panel Data Short Length of Panel: 45 in Long Length of Panel: 68 in Quantity of Panels: 17 "Panel Pressure Panel Location Positive Uplift Pressure Service Uplift (Roof Zone) Eff. Wind Area, A Pressure (usf) (osf) Pressure (osf) Project Name: SYS-1000109 Issued Date: 07/05/2024 Calculations: Page 12 1 21.0 21.40 -36.42 -21.86 2 21.0 21.40 -59.75 -35.86 'Panel pressures only calculated for roof zones where solar panels are present Attachment Data Connection # 1: Max CNX Spacing: 4.00 ft Attachments are along..(x).. of panel: Short Side Panel Attachments, Withdrawal Attach. Location CNX # (Roof Zone) Wcsvim JUL 2 6 2024 kD KiN HIGHWAY Service Trib. Wind Uplift Pressure Withdrawal Withdrawal Area, A (psf) Force (Ibs) Force (Ibs) 1 2 11.3 -64.43 -728.0 -436.9 Applied Load:-436.90 lbs Allowable Load:-742.50 Ibs Safe Note: 1) The system is safe since the allowable capacity is greater than the service withdrawal farce. 2) See the rating letter info on page 2 in Toble-1 for additional information on attachments capacity. *Wind calculations according to ASCE 7-10* 9q—Aw� RECEIVED 4�#PV Letters Solar Array Installation III. Gravity Loads Roof Dead Loads Asphalt Shingles: 2 psf 1/2" Plywood: 1.6 psf psf psf psf psf Total Existing Dead Load: 1 3.6 psf Roof Live Loads Existing Design Roof Live Load (reduced for sloped roofl: 16.0 psf Snow Loads Ground Snow Load, pg: Snow Exposure Factor, Ce: Snow Importance Factor, Is: Thermal Factor, Ct: Flat Roof Snow Load, pf: Slope Factor, Cs: Sloped Roof Snow Load, ps: 30 psf psf psf 1.0 1.0 1.0 21 1.0 21.21 Gravity Load Comparison Factored Load Combinations Exist. Weight (psf) 1.4 DL: 5.0 1.2 DL + 1.6 Lr: 29.9 1.2 DL + 1.6 S: 38.3 Maximum Factored Gravity Loads: 38.3 % Increase in Factored weight: 4.196 JUL 2 6 2024 Project Name: SYS-1000109 Issued Date: 07/05/2024 Calculations: Page 13 Roof Dead Loads with Panels Solar Array 3 psf psf Total New Dead Load: 1 6.6 1psf Roof Live Loads with Panels Roof Live Load @ Location w/ Solar Array: 0 psf Snow Loads with Panels Thermal Factor, Ct: 1.0 Flat Roof Snow Load, pf: 21.0 psf Slope Factor, Cs: 1.0 Sloped Roof Snow Load, ps: 20.0 psf New Weight (psf) 9.2 7.9 39.8 39.8 Per Section 403.3 of the 2015 IESC, any existing gravity food -carrying structural element for which on alteration causes an increase in design dead, live, or snow load, including drift effects, of more than 5%shall be replaced or altered as needed to carry the gravity loads by the lsCfor new structures. Since there is no increase of gravity load greater than S% the existing structure is adequate for the alteration. —Alq 4410PV Letters Solar Array Installation IV. Seismic Roads Seismic Weight Existing Roof Dead Load: Roof Dead Load @ Panel Locations: Quantity of Pre -Existing Panels: % of Roof w/ Solar Panels: Equiv. Seismic Weight Increase: 8.6 psf 11.6 psf 0 16. S% 5.79d Project Name: SYS-1000109 Issued Date: 07/05/2024 Calculations: Page 14 RECEIVED Y AhIYIUU 3 t till 1J Per Section 403.4 of the 2015 IEBC, any existing lateral load -carrying element whose demand -capacity ratio with the alteration considered is not more than 10% greater than its demand -capacity ratio with the alteration ignored shall be permitted to remain unaltered. 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