HomeMy WebLinkAbout25-A059 9 Forewind RoadTOWN OF YARMOUTH MiNgRM5& 'a 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451
Telephone (508) 398-2231 Ext. 1292- Fax (508) 398-0836
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE zon
APPLICATION FOR Old King's Highway
CERTIFICATE OF APPROPRIATENESS Historic District
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 Catenories That AppIY: Indicate type of Building: Commercial _>� Residential
1) Exterior Building Construction: New Building Addition _Alterations Reroof Garage
Shed X 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
Please type or print legibly:
Other:
Address of proposed work: R Map/Lot #
Owner(s): LORRAINE KELLY Phone #: 7817246995
All applications must be submitted by owner or accompanied by letter from owner approving submittal of application.
Mailing address: 9 FOREWIND ROAD, YARMOUTH PORT, MA 02675 Year built: l q 7 3
Email: oceanroverl4@comcast.net Preferred notification method: X Phone x Email
Agent/contractor: Benjamin Carrollfream Sunshine Construction LLC Phone #: 6178121566
Mailing Address: 577 Main St, Suite, Hudson MA 01749
Email: permits@teamsunshine.solar Preferred notification method: X Phone Email
Description of Proposed Work:
6.800 kW, Rooftop Mounted, Solar PV System (16 panels) No Battery
Signed (Owner or agent): xmtu. (,d►yrdL Date: 4/18/2025
➢ Owner/contractor/agent is aware that 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:
Amount 4VT GV
CashlCK #: _
Rcvd by: rrL, S
45 Days: �O
Date Signed:
Approved Approved with Modifications Denied
Reason for Denial;
Signed:
25—A059
APPLICATION #:
o TOWN OF YARMOT
p ` ' 133 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451
Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836
��0•aaRaica ��,
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITT U99M
45-DAY TIMEFRAME
WAIVER APR 2 4 2075
Old King's Highway
2 5— A 0 5 9 '' �' Application #: Historic District
Project Address:L'�,t111
Application Received Date: Lf
45 Day Decision Deadline: CJt- /a s—
I/We, 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:
50 � w
Date: 4/24/2025
N202C
Signed:
Owner
Owner
fjt l�au►�iin Cava
Contractor/Agent
25-A059
TOWN OF YARMOUTH
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
ABUTTERS' LIST
APR) 4 2025
Applicant's (Owner) Name: 0 Z in I
Old K,ng's Highway
Property Address/Location: w(n � Hi.-Mdc nistrict
Hearing Date: 512id2 Si_
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
Applicant Information:
Abutter Information:
Map Number
Lot Number
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57
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Shade Report - Lorraine Kelly
Customer Designer Organization
Shannon Stepp Solerro
Address Coordinates Date
9 Forewind Rd, Yarmouth Port, MA 41.7156128, 70.22990349999999 Mar 18, 2025
02675,USA
Annual irradiance
W. . - . a rJ)1,�
Summary
Array ID Panel count
1 10
2 6
4
Azimuth Pitch Annual TOF
Annual solar access
190, 24- 9896
89%
191, 25- 9819
71%
Weighted average by pane; count
82.3%
Monthly solar access % across arrays
Array 1D ]an Feb Mar Apr May
1 64 87 94 94 9b
P 41 6 T 75 76 1 F3
RWI,�1
APR 1b7015
Old Kong's Highway
Historic District
0 kWH/m2/year
350
700
1,050
1,400
1,750
2,100
2,450+
Annual TSRF
88%
70%
81.3%
Jun
Jul
Aug
Sep
Oct
Nov
Dec
95
96
95
94
94
71
56
-17
78
77
77
75
53
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Shade Report - Lorraine Kelly
Customer Designer
Shannon Stepp
Organization
Solerro
Address Coordinates Date
9 Forewind Rd, Yarmouth Port, MA 41.7156128,-70.22990349999999 Mar 18, 2025
02675, USA
Street view with corresponding 3D model
APR [ 4 2025
Old King's Highway
Historic District
I, Shannon Stepp, certify that I have generated this shading report to the best of my abilities, and I believe its contents to be
accurate.
2 5 - A 45 9
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SLING
CONSULTING
Scott E. Wyssling, PE
Coleman D. Larsen, SE, PE
Gregory T. Elvestad, PE
TEAM SUNSHINE CONSTRUCTION LLC
24 Spice Street, Suite 205,
Charlestown, MA
To Whom It May Concern:
76 North Meadowbrook Drive
Alpine, UT 84004
office (201) 874-3483
swyssling@wysslingconsulting.com
March 21, 2025 �� U � U
APR 2 4 2025
Old King's Highway
Historic District
Re: Engineering Services
Kelly Residence
9 Forewind Road, Yarmouth Port, MA
6.800 kW System
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:
2x6 dimensional lumber at 16" on center.
Roof Material..
Composite Asphalt Shingles
Roof Slopes:
23 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 7-10
o Ultimate Wind Speed = 140 mph (based on Risk Category II)
o Exposure Category C
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
with the MA State building code 10m Ed (2021 IBC). This analysis indicates that the existing framing
will support the additional panel loading without damage, if installed correctly.
25-A059 �.
Page 2 of 2
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent SnapNrack 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 229 Ibs 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 5/16" diameter lag screw with a minimum of
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.
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 MA State building code 10h Ed (2021 MC), current industry standards and practice, 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.
V truly
yours,
Scott E. Wyssli , PE
MA License No. 505
MA COA #0016297
Wyssling Consulting, PLLC
76 N Meadowbrook Drive, Alpine UT 94004
Massechusetts COA 0001629764
Signed 3/21/2025
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