HomeMy WebLinkAbout23-A009 7 Frances Helen RoadY= . TOWN OF YARMOUTH
RECEIVED °t a 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451
} Telephone (508) 398-2231 Ext. 1292-Fax (508) 398-0836
JAN 2 E� NG'S HIGHWAY HISTORIC DISTRICT COMMITTEE
YARW101J11
} KING'S HIGHWAY APPLICATION FOR
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
Shed Solar Panels Other:
Addition _Alterations Reroof Garage
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: ��r( €� \�Fijks- Yn,n_ Map/Lot #
Owner(s): _pok my- Phone MD-N
All applicationapplicationi must be submitted by owner or accompanied by letter from owner approving submittal of application.
Mailing address: Year built:
Email: �L1�S • C-
.j]ODL)(� 1 Preferred notification method:
Phone Email
� � " Co r(1.
Agent/contractor: �1�1 C,1r�[ 1i lam( C� Phone #: 1
Mailing Address: YY1
Email: _�Z yxf. ymn- r Preferred notification method: Phone _Email
Description of Proposed Work:
d0. a O-YA6 C0&t,
fb . d k Vj Signed (Owner or agent): , Date: Of
D Owner/contractoriagent is ayore that a permit is required from the Building Department. (Check other departments, also.)
D if application is approved, a proval is subject to a 10-day appeal period required by the Act.
D This certificate is good for one year from approval date or upon date of expiration of Building Permit, whichever date shall be later.
D 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 y Lf 0, Cc
Cash/CK #:
Rcvd by: 5
45 Days:
Date Signed:
Approved
Reason for Denial:
Signed:
Approved with Modifications Denied
APPLICATION #: ;5 `^' 1
GENERAL SPECIFICATION SHEET
Project Address:
FOUNDATION: Material: Exposure (Not to exceed 18"):
CHIMNEY: Material/Color: GUTTERS: Material/Color:
ROOF: Material: �' Pitch (7/12 min) Height to Ridge: Color:
SIDING: Material/Style: Front: Sides/Rear: COLOR CHIPS
Color: Front: Sides/Rear:
TRIM: All windows & doors to be trimmed with: 1x 4 1x5 (Circle one.)
Material: Color:
DOORS: Qty: Material: Color:
EC IC"IVED
Style/Size (if not listed/shown on elevations): ?
JAN 2 3 ?.D23
STORM DOORS: Qty: Material: Color:
iARMOu r n
GARAGE DOORS: Qty: MatT Style: Color: OLD KING'S HIGHWAY
WINDOWS: Iside:: Front: Left: Right: Rear: Color:
Manufacturer/Series: Material:
Grilles (Required): Pattern (616, 211, etc.) Grille Type: True Divided Lite:
Snap -In: Between Glass: Permanently Applied: Exterior Interior
STORM WINDOWS: Qty: Material: Color:
SHUTTERS: MatT Style: Paneled Louvered Color:
SKYLIGHTS: Qty: Fixed_ . Vented Size Color:
DECK: Size: Decking Mat'I: Color:
Railing Mat'I: Style: Color:
WALLSIFENCES* (Max 6' height): Height: Mat'I: _
Style: Color:
(Show running footage & location on plot plan.) *Finished side of fence must face out from fenced in area.
UTILITY METERSIHVAC UNITS: Location:
LIGHTS: Qty: Style:
Location(s):
Screening:
Color:
LIGHT POSTS: Qty: Material: Color:
Location(s):
Additional information-
2-General
APPLICATION #: 25,
TOWN OF YARMOUTH
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
ABUTTERS' LIST
Applicant's (Owner) Nam& N�-e
Property Address/Location: �j ryvvv-G.S 0-e It v� t�c1
Hearing Date, 2J��3
Not,ces must be sent to the Applicant and abutters (including owners of land on any
public or private street or way) who's property directly abuts or is across the street from
the Applicant Please provide the Assessor's Tax Map and Lot numbers only. The
OKH Office will send out notices using the addresses as they appear on the most recent
applicable tax list
Note-nstruct-ons for obtaining the abutters Map and trot numbers can be found on the Old King s
Highway Department page on the Town website www.rarmouth ma us
Map Number Lot Number
Applicant Information
Abutter Information
ECER * :
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JAN 2 3 2023 '
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JAN 2 3 2023
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.�A OLD KING'S HIGHWAY
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Scott E Wyssling, PE
Coleman D. Larsen, SE, PE
Gregory T. Elvestad, PE
Skyline Solar
4 Crossroads Drive, Suite 116
Hamilton, NJ 08691
To Whom It May Concern:
76 North Meadowbrook Drive
Alpine, UT 84004
office (201) 874-3483
swyssling@wysslingconsulting.com
October 17, 2022
Revised October 26, 2022
RECEIVED
,)AN 2 3 2023
Y AhkvlUu l r ,
KING'S HIGI-
Re: Engineering Services
Franklin Residence
7 Frances Helen Road, Yarmouth, MA
6.000 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 24" on center.
Roof Material:
Composite Asphalt Shingles
Roof Slope:
46 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 = 130 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 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.
Page 2 of 2
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent Unirac 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 5115" lag screw is 235 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 514' 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 specked, the existing
roof system will adequately support the additional loading imposed by the solar system. This evaluation is in
conformance with the 2015 IRC, 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.
A" truly yours, % RECEIVED
Scott E. Wyssli PE JAN 2 3 2023
MA License No. 505
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