HomeMy WebLinkAbout25-A063 9 Forewind RoadTOWN OF YARMOUTH Offimp
1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451
Telephone (508) 398-2231 Ext. 1292—Fax (508) 398-0836 MAY 0 5 2025
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
Old King's HighwayAPPLICATION FOR 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 Categories That AR&L Indicate type of Building: Commercial _x_ 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 Other:
Please type or print legibly:
Address of proposed work: _9 Forewind Rd. Yarmouth Port MA 02675 Map/Lot #
Owner(s): _Lorraine Kelly Phone #:_(781)724 6995
All applications must be submitted by owner or accompanied by letter from owner approving submittal of application.
Mailing address: _same as above Year built: 111.3
Email: _oceanroverl4@comcast.net Preferred notification method: Phone Email
Agent/contractor: _Ecogen Services LLC Phone #: (508) 432 6436
Mailing Address: _PO Box 71 Uxbridge MA 01569
Email: _cs@ecogenservices.com Preferred notification method: Phone _x Email
Description of Proposed Work:
Installation of 16 Solar modules to roof
Signed (Owner or agent): -Dan i -MeSGrO Date: 0510212025
Ownertcontractortagent is aware that a permit is required from the Building Department. (Check other departments. a.so)
If application is approved, approval is subfei t 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.
i- All new construction will be subject to inspection by OKH. OKH-approved plans MUST be available on -site for framing & fina inspectia-15
For Committee use only:
Rcvd Date:
Amount
Cash1CK#: N/A
Rcvd by:
45 Days:
Date Signed:
Approved Approved with Modifications Denied
Reason for Denial:
Signed:
1 Q5-A 063
APPLICATION #:
TOWN OF YA MOUTH
1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451
Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMIT �
Application #:
45-DAY TIMEFRAME
WAIVER
25- A 0 d 3
Project Address: 9 Forewind Rd. Yarmouth Port MA 02675
Application Received Date: :k rM.5-
45 Day Decision Deadline: 0 7 l 5
MAY 0 5 2025
Old King's Highway
Historic District
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:
Installation of 16 Solar modules to roof
Date: 05/02/2025
Signed:
Owner
Owner
Dan Mascro-Ft-
Contractor/Agent
25-q 063
A
TOWN OF YARMOUTH 09MM
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
MAY 0 5 2025
Old King's Highway
Historic District
Applicant's (Owner) Name: L-0 ff( L line
Property Address/Location: WSY1 d �c1
ABUTTERS' LIST
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_�armouth.ma.us
Map Number tot Number
Applicant Information
Abutter Information:
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53 1070
Application #: 2 5 A 0 6 3
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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
Summary
Array ID Panel count
1 10
z 6
Azimuth Pitch Annual TOF
Annual solar access
190, 24' 981t.
89%
191, 25' 98%
71%
Weighted average by panel count
92.3%
Monthly solar access % across arrays
Array ID Jan Fu's Mar Apr May
i F+d IS7 94 94 95
2 4 : 6 ? 75 76 78
Effin
MAY 0 5 2025
Old King's Highway
Historic District
0 kWH/m2/year
350
700
1,050
1,400
1,750
2,100
2,450+
AnnualTSRF
88%
70%
81.3%
Jt.r
Jul
Aug
Sep
Oct
Now
Dec
95
96
95
94
94
� 1
56
TI
78
77
77
75
53
32
25--A063
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Shade Report - Lorraine Kelly
Customer Designer
Shannon Stepp
Organization
Solerro MAY 0 5 2025
Address Coordinates Pate
9 Forewind Rd, Yarmouth Port, MA 41.7156128,-70,22990349999999 Mar 18, 2025 old Kings Highway
02675, USA Historic District
Street view with corresponding 3D model
I, Shannon Stepp, certify that I have generated this shading report to the best of my abilities, and I bel;eve its contents to be
accurate.
25-po63
powered by Page 3 of 3
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COS G
Scott E. Wyssling, PE
Coleman D. Larsen, SE, PE
Gregory T. Elvestad, PE
March 21.2025
TEAM SUNSHINE CONSTRUCTION LLC
24 Spice Street, Suite 205,
Charlestown, MA
Re: Engineering Services
Kelly Residence
76 North Meadowbrook Drive
Alpine, UT 84004
office (201) 874-3483
swyssling@wysslingconsulting.com
MAY 0 5 2025
Old King's Highway
Historic District
9 Forewind Road, Yarmouth Port, MA
6,800 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:
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
Existing Roofing and framing = 7 psf
New Solar Panels and Racking = 3 psf
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
c Ultimate Wind Speed = 140 mph (based on Risk Category II)
c Exposure Category C
Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance
with the MA State building code 101* Ed (2021 IBC). This analysis indicates that the existing framing
will support the additional panel loading without damage, if installed correctly.
25-A063
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 5116" 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 2W, 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'/" 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 100 Ed (2021 IBC), 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.
A-1-ru-11?
rs,
Scott E. Wyssli , PE
MA License No. 505
MA CO A #0016297
Wyssling Consulting, PLLC
76 N Meadowbrook Wvc, Alpine UT 84004
Massachusetts COA #001629764
Signed 3/21 /2025
IN*CEil-LV7IIEii
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