HomeMy WebLinkAbout23-A111 26 Stoney Hill Drive ApprovedYR'A1
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AUG 31 2023 f
TOWN OF YARMOUTH Y04_.--C.
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1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451
Telephone (508) 398-2231 Ext. 1292Fax (508) 398-0836 y` ; =r_
HIGHWAY HISTORIC DISTRICT COMMITTEE
APPLICATION FOR
f/AhM'"I' CERTIFICATE OF APPROPRIATENESS
LD KING'S HIGHWAY
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 coplBs, OF SPEC SHEET(S), ELEVATIONS, PHOTOS, & SUPPLEMENTAL INFORMATION.
Check All Catenories That Apply: Indicate type of Building: Commercial Residential
1) Exterior Building Co uction: / New Building Addition _Alterations Reroof Garage
Shed Solar Pane! 1 / 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: S1L 'lei d r � C`ym 21±& Map/Lot # 1
Owner(s): C Phone #: "
All a icatio s must/bje su mitted by owner or accompanied by letter from owner approving submitta� I of application.
Mailing address: id'��}� ( ( JU C7lS�7t�� VILv2 �`I_ 2(4 (Year built:
J �Ij
Email::,t-�� o n/1� �� �Q o o . C:a� Preferred notification method: � Z Phone Email
Agent/contractor., 1 1, 501w- Phone M. 13.1r3, - ?211 i Y. 10,E
Mailing Address:
Email: �e 1- 117- 5 llr�s 1! ►`� Preferred notification methoc
Descri tion of Proposed
ro osed Work:
Signed (Owner or agent):
Phone
+Lt IF,,
Date: VX 16 `)
Email
➢ Ownerlcontractorlagent is aware thaY�a permit is required from the Building Department. (Check other departments, also.)
➢ If application is approved, approval 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 will be subject to inspection by OKH. OKH-approved plans MUST be available on -site for framing & final inspections.
Rcvd Date:Ta3
N�
Amount "! v, 60
Cash/CK#: Zc Sh —
Rcvd by: irf j5
45 Days:
Approved Approved with
Reason for Denial:
Signed:
Date Signed: Le' it, Lz�
Denied
APPLICATION #: P& +' +
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 owner/contractor/agent for construction at%�y},pJ
Map/Lot CIA # 2 A I _ Approval Date:
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 issuance of an Occupancy Permit or final
inspection approval.
I have read and understand the above statements.
APPROVED (Own&/ ontractorlAgent)
OCT 11 2023 Signed:
YARIVIUUi r,
d'We'-c u11+L_
H,10KH COMM ITTEDApplication FormslSlatement of Understanding 2015.docx
(Chairman, 02f-Ki6gs Highway Committee)
Updated 1212015
Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
45-DAY TIMEFRAME
WAIVER
Application* 1
Project Address:
Application Received Date:
45 Day Decision Deadline
14151.7?3 — -
Sl% 311-.-;?3
IIWe, 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: -
Signed:
Own
11ECEIV Eta
A4.1c
I I"'
r1i1141vU � � .
Owner
Contractor/Agent
PPROVED
O C T 1 t 2023
1ARMUU h
Y
TOWN OF YARMOUTH
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
2023 MEETING SCHEDULE A ( I
TOWN OF YARMOUTH
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
8.2018
ABUTTERS' LIST
Applicant's (Owner) Nam
Property Address/Location:
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.varmouth.ma.us
Map Number Lot Number
Applicant Information
Abutter Information:
RECEIVED
AUG 31 2023
YAhIVIOU I r,
OCTAPPROVED
11 2023
YARN OUTH
OLD KING'S HIGHWAY .
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Application #:
TOWN OF YARMOUTH
'0 H 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451
:;�
1181 161 I 1
FARRELL CORY J
FARRELL WENDY
23 STONEY HILL DR
SOUTH YARMOUTH , MA 02664-1048
1181 151 1 1
GUILLEMETTE JAY R
GUILLEMETTE KAREN E
31 STONEY HILL DR
SOUTH YARMOUTH , MA 02664
118I 131 1 !
DUARTE TAD A
DUARTE DEBRA L
38 STONEY HILL DR
SOUTH YARMOUTH , MA 02664-1045
1181 91 1 1
BRITNALL SAMANTHA J
146 BLUEBERRY POND DR
BREWSTER , MA 02631
1181 7I 1 1
JESSOP HENRY A
20 STONEY HILL DR
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:
26 Stoney Hill Dr, South Yarmouth, MA, 02664
Assessors .MIIapp 118, Lot 8
/I�L%f -
Andy MachadWDirector of Assessing
APPROVED
O C T 11 2023
Y3RMOU i H
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SEP 0 S 2023
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CON U TDiG
Scott E. Wyssling, PE
Coleman D. Larsen, SE, PE
Gregory T. Elvested, PE
January 18, 2023
Skyline Solar
4 Crossroads Drive, Suite 116
Hamilton, NJ 08691
76 North Meadowbrook Drive
Alpine, UT 84004
office (201) 874-3483
swyssling@wysslingconsulting.com
Re: Engineering Services
Ninov Residence
26 Stoney Hill Drive, Yarmouth MA
10.585 kW System
To Whom It May Concern:
We have received information regarding solar panel installation on the roof of the above referenced
structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability
to support the additional loads imposed by the proposed solar system.
A. Site Assessment Information
1. Site visit documentation identifying attic information including size and spacing of framing
for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection
details for the solar panels. This information will be utilized for approval and construction
of the proposed system.
B. Description of Structure:
Roof Framing:
2x8 dimensional lumber at 24" on center
Roof Material:
Composite Asphalt Shingles
Roof Slope:
30,31 degrees
Attic Access:
Accessible
Foundation:
Permanent
C. Loading Criteria Used
• Dead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 PSF
• Live Load = 20 psf (reducible) — 0 psf at locations of solar panels
• Ground Snow Load = 30 psf
• Wind Load based on ASCE 7-16
o Ultimate Wind Speed = 141 mph (based on Risk Category Il)
o Exposure Category B
RECEIVED
sEP 2 8 2023
r nnIVIUU r 1.
AaPPROVED
OCT 11 2023 t
r AFIMOU f h k
OLD KING'S HIGHWAY
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
with the 2015 International Residential Code including provisions allowing existing structures to not
require strengthening if the new loads do not exceed existing design loads by 105% for gravity
elements and 110% for seismic elements. This analysis indicates that the existing framing will
support the additional panel loading without damage, if installed correctly.
a;�✓AI11
Page 2of2
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent Unirac Solar installation
manual. If during solar panel installation, the roof framing members appear unstable or deflect non -
uniformly, our office should be notified before proceeding with the installation.
2. The maximum allowable withdrawal force for a 5/16" lag screw is 235 lbs per inch of penetration as
identified in the National Design Standards (NDS) of timber construction specifications. Based on
a minimum penetration depth of 2'/2", the allowable capacity per connection is greater than the
design withdrawal force (demand). Considering the variable factors for the existing roof framing
and installation tolerances, the connection using one 5116" diameter lag screw with a minimum of
2'/2" embedment will be adequate and will include a sufficient factor of safety.
3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of
the roof, the panel supports shall be placed no greater than 48" on center.
4. Panel supports connections shall be staggered to distribute load to adjacent framing members.
Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing
roof system will adequately support the additional loading imposed by the solar system. This evaluation is in
conformance with the 2015 International Residential Code, current industry standards, and is based on
information supplied to us at the time of this report.
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me.
Ve ruly yours`,
Scott E. Wysslin E
MA License No. 050
-RECEIVED
SIP 2 S 2023
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OCT 11 20D
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