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HomeMy WebLinkAbout24-A104 38 Stoney Hill Drive ApprovedTOWN OF YARMOUTH �1J® __.. 1146 ROUTE 2$, SOUTH YARMOUTH, MA 02664�451 ' Telephone (508) 398-2231 Ext. 1292-Fax (508) 398-0836 I 4 2024 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMI fAh [ViUU I i-, ARMOUTH TOWN CLERIC RE APPLICATION FOR I OLD KING'S HIGHWAY At le. 97594 AH9:q9 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 copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS, & SUPPLEMENTAL INFORMATION. Check All Categories That Apply; Indicate type of Building: Commercial ✓ 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 built: 1980 Email: taduarte@comcast.net Preferred notification method: Phone V Email Agenticontractor: Sunergy Solutions Phone #: (844) 427-6527 Mailing Address: 75 Gilcreast Road #210, 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 ✓ Email Date 07/09/2024 > Ownedcontractodagent is aware that a permit is required from the Building Department. (Check other departments also I > If application is approved approval is subject to a I0-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 will be subject to inspection by OKH. OKH•approved plans MUST be available on -site for framing & final inspections Rcvd Date: 7/aG Amount Lffl{ID Cash/CK #:�� Rcvd by: 45 Days: a • t Reason for Denial. Signed: �ell , ej r �y Approved with _Modifications Denied TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext.1292 Fax (508) 398-0836 STATEMENT OF UNDERSTANDING CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN As property own erlcontractorlagent for construction at air 2 i ft f (wI 0l1-e- Map/Lot I CIA # 24-My-T Approval Date: 0E y I certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972 CMR Rules and Regulations: Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form, which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project. If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop -work order or delaying the issuance of an Occupancy Permit or final inspection approval. have read and understand the above statements. Date: kp--P-ROVED AUG 2 6 2024 YARMOUTH Updated 5131l2624 Signed; (Ow ner1Conf (actor/Agent) Signed: (Chairman, Old King's Highway Committee) TOWN OF YARMOUTH �} 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext, 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 45-DAY TIMEFRAME WAIVER JUL 2 6 2024 �AHMUU I n Application #: q{-Aloq Project Address: 54x m 1-611 bnVe Application Received Date: -1IL(0,Iqq 45 Day Decision Deadline: of kf2c( 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: Date: 07/24/2024 APPROVED AUG 2 6 2024 YARMOUTH 312020 Signed: Tad 7ulaA& Owner Tad V Owner Contractor/Agent 74-11voq TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST RErT1VjF[) JuL 2 no 2024 ,�1, � �d I VVOLI] KING 5 HIGH Applicant's (Owner) Name: �� � i Property Address/Location: Hearing Date: V qPl21� 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 Kings Highway Department page on the Town website: www.yarmouth.ma.us Applicant Information: Abutter Information: APPROVED AUG 2 6 2024 rARMOUTH a -MIS Map Number Lot Number II°C lis fSOsS Ills I*a �sdsb t�ir t� �soSN N V r5— 15b s3 of i`f ►Yc�s� Application #: 0-1-Aloy 1081 141 1 1 TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664-4463 1181 151 1 1 GUILLEMETTE JAY R GUILLEMETTE KAREN E 31 STONEY HILL DR SOUTH YARMOUTH, MA 02664 1181 141 1 ! DUARTE TAD A DUARTE DEBRA LEE 38 STONEY HILL DR SOUTH YARMOUTH, MA 02664 1181 131 1 1 DUARTE TAD A DUARTE DEBRA L 38 STONEY HILL DR SOUTH YARMOUTH, MA 02664-1045 118r 121 ! 1 CUMMINGS BRIAN J 9 MATTHEWS LN YARMOUTH PORT, MA 02675 1181 81 1 1 NINOV IVAYLO 64 SHALLOW BROOK RD SOUTH YARMOUTH, MA 02664 Please use this signature to certify this list of properties directly abutting and across the street from the parcel located at: 38 Stoney Hill Dr., Yarmouth Port, MA 02675 Assessors Map 118, Lot 13 Andy -ado, -Director of Assessing August , 2024 APPROVED AUG 2 6 2024 rAHMUu I r, AUG 13 2024 YARMOUTh e),4-A10q m 00 .� Cd , r co ,w co •-4 OD j ,� +f' 100 V! 0 M ll 1 fY1 co fV ri06 s 06 i6 Ln Ll1 0 00 4 � .- w UALHAL' IA Ln co to 0 w0' �P 7 74 ROAD OENNtS O w Ps co w OD w OD rawo m "r co STOWY W1LL DRNF- Ln w w r co 00 w r14 N 06 ,-I ■ N 00 � A C 0. a o 8'� b rU a p Ur �R g ,jy r u � � N M � T fig n n } a zF 0 In RECRVED JUL 2 0 2024 YAHMOUI h OLD KING'S HIGHWAY JAPPROV—' E AUG 2 6 2024 YaRMOUTH N O N N x a,% I -V 1 0 .id-, AL Off f� } al m all Al AL 4 *� Yet sip. • '014_� , FE AA J. low �i 4 t1 tililiI;I I a I'f'..illi��r y� 11�{�Y. 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'h � � rx�a AMJ V, a w 4bPPV 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 Address: Design Requirements: Codes & Standards: Jurisdiction: To whom it may concern, Multi -Story Residence JUL 2, 6 2024 YAIYiUu r, OLD KING'S HIGr IH'AY 38 Stoney Hill Drive South Yarmouth, MA 02664, Barnstable County 2015 IRC (ASCE 7-10), 2015 IBC, 2015 IEBC Town of Yarmouth 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 NOF TREVOR inures APPROVED AUG 2 6 2024 �ARMOR i h qq,/� l . TV Letters Solar Array Installation TABLE OF CONTENTS 1) INTRODUCTION ..SIC! Y O JUL 2 6 2024 YAhMUU I r, Table 1 — List of Solar Panel Array Components 2) DESIGN CRITERIA 3) DISCLAIMERS 0PR^'I� 1IUU YY 3.1) Assumptions 3.2) Limitations AUG 2 6 20Z4 4) CALCULATIONS 1) INTRODUCTION fARMW f r, Project Name: SYS-1000109 Issued Date: 07/05/2024 Page 12 Page #: 2 3 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 AlIkWscription 9P Rating Letter Infa Source, Q.TRON BLK 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: 5 psf Solar Array: 3 psf Asphalt Shingles: 2 psf 1/2" Plywood: 1.6 psf Live Loads Roof Live Load 20 psf Wind Loads Ultimate Design Wind Speed, Vult:130 mph Allowable Stress Design Wind 100.7 mph Speed, Vwd: Risk Category: II Exposure Category: C GCP, (+1-): 0.18 Seismic Loads Risk Category: II Seismic Importance Factor, IE: 1.0 Mapped Spectral Response Proiect Name: SYS-1000109 Issued Date: 07/05/2024 Page 13 2015 IRC (ASCE 7-10), 2015 IBC, 2015 IEBC Snow Loads Ground Snow Load, pa: 30 psf Snow Exposure Factor, Ce: 1.0 Snow Importance Factor, Ig: 1.0 Thermal Factor, Ct: 1.0 Slope Factor, Cg: 1.0 Flat Roof Snow Load, p,: 21 psf Acceleration Parameters: SS: 0.147, S1, 0.054 Design Spectral Response Acceleration Parameters: SDS 0.157, SD1: 0.086 Site Class (Assumed): D Seismic Design Category: B .RF "} V R"® 1' 2 6 2024 AhIVIUU I r . API VIED AUG 2 6 2024 ' A mOuTN I 9q,AlOLI �rY-VV Letters Solar Array Installation 3) DISCLAIMERS 3.1 ASSUMPTIONS RECFIVFD ,BUJ.. 2 6 2024 Y AHMUU i r, Project Name: SYS-1000109 Issued Date: 07/05/2024 Page 14 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. PPRVED AUG 2 6 2024 YARMvwih 1 P 1 4boPV Letters Solar Array Installation I. Component & Cladding Wind Calculations Site Data Ultimate Design Wind Speed, Vu t: Exposure Category Risk Category: Topo Factor, K,,: 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' perA5CE7: Wind Data 130 mph C II 1.00 25 Enclosed Gable 26 20 53 2170 3 Ft Ft Ft Ft it Velocity Pressure Coef, K,: 0945 Wind Directionality Factor, Kd: 0.85 Ground Elevation Factor, K,: N/A Velocity Pressure @ Height, qh: 34.8 psf Effective Wind Area, A: 20.0 ft2 Component & Cladding Wind Pressures Positive Pressure for Effective Area, A = 20 SF* Max Positive Roof Zone (GCP) (GCpI, +/-) Pressure (psf) All Zones 1 0.44 0.18 21.54 *Positive notation Indicates wind pressure acting downwards on roof Negative Pressure for Effective Area, A = 20 SF* Max Negative Roof Zone (GCP) (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 cokulations according to ASCE 7-10* Project Name: SYS-1000109 Issued Date: 07/05/2024 Calculations: Page (1 ECF1V1=-O OLD KING'S HIGHWAY APPR AUG 2 6 2024 AHIVIUUTh q- 11 o4 4bPPV Letters Solar Array Installation Project Name: SYS-1000109 Issued Date: 07/05/2024 Calculations: Page 12 II. Wind Forces an Solar Panel System Panel Data Short Length of Panel: 45 in 24 Long Length of Panel: 68 inQuantity of Panels: 17 [RIECFIVIFID WAY *Panel Pressure Panel Location Positive Uplift Pressure Service Uplift (Roof Zone) Eff. Wind Area. A Pressure (osf) (Dsf) Pressure (osfI 1 21.0 21.40 -36.42 -21.86 2 21.0 21.40 -59.75 -35.86 -rani pressures onty carcurarealor roof :ones where sorer pants 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 8 (Roof Zone) Trib. Wind Uplift Pressure Withdrawal Area, A (psf) Force (Ibs) APPRO D AUG 2 G 2024 _ rAl-ilvlUU I r-, Service Withdrawal Force (Ibs) 1 2 11.3 -64.43 -728.0 -436.9 Applied Load:-436.90 Ibs Allowable Load:-742.50 Ibs Safe Note: 1 j The system is safe since the allowable capacity is greater than the service withdrawal force. 2% See the rating letter info ort page 2 in Table-1 for additional information on attachments capacity. *Wind cakulations according to ASCE 7-10* ` —A 1 l J Tm 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: 3.6 psf Roof Live Loads Existing Design Roof Live Load (reduced for sloped roof!: 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 L,: 29.9 1.2 DL + 1.6 S: 38.3 Maximum Factored Gravity Loads: 38.3 % Increase in Factored Weight: 4.196 RECEIVED JUL 2 6 2024 r Ari AW i I-1 OLD KINGS HIGHWAY 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 psf 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) APPROVED 9.2 7 9 AUG 2 6 2024 39.8 i ARIVIOw i r. OLD KING'S H! HW Y 39.8 Per Section 403.3 of the 2015 IEBC, any existing gravity load -carrying structural element for which an 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 IBC for new structures. Since there is no increase of gravity load greater than 5% the existing structure is adequate for the alteration. 94/Alq 4bPPV Letters Solar Array Installation IV. Seismic Loads Seismic Weiaht Existing hoof 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 16.5% Project Name: SYS-1000109 Issued Date: 07/05/2024 Calculations: Page 14 RECFIVED JUL 2 6 M24 YAhIVIUU I t Per Section 403.4 of the 1015 IESC, any existing lateral load -carrying element whose demand -capacity ratio with the alteration considered is not more than 1096 greater than its demand -capacity ratio with the alteration ignored shall be permitted to remain unaltered. Since there Is no Increase of seismic weight greater than 10%, the existing lateral lood-tarrying elements are adequate for the alteration. 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