HomeMy WebLinkAbout23-A012 41 Center Street REVTOWN OF YARMOUTH
0
1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451
Telephone (508) 398-2231 Ext. 1292-Fax (508) 398-0836
RECdffING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
FEB 0 2�23 APPLICATION FOR
rAr,rdiUu r..h CERTIFICATE OF APPROPRIATENESS
COL Itf an -4 tifr eHby-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
—Shed )(
hed)(— Solar Panels
2) Exterior Painting: Siding
3) Signs/Billboards:
New Sign
New Building Addition _Alterations Reroof Garage
Other:
Shutters Doors _Trim Other:
Change to Existing Sign
4) Miscellaneous Structures: Fence Wall Flagpole Pool Other:
Please type or print legibly:
Address of proposed work: �~_ "- "" _ (-4 Map/Lot # t= 3 6
Owner(s): &I Ontea. 1'B i^(V' or'— Phone M SQ9 30 -69q 6
All applicatiro'ns must be submitted by owner or accompanied by letter from owner approving submittal of application.
Mailing address: �1,`���' r.t Year built:
Email: 'C.CAW-referred notification method: Phone Email
Agenticontractor:
Phone
Mailing Address:
Email:Preferred notification method: Phone Email
Description of Proposed Work:
C)`F 5�, Grid 07� Coj�\w A
Vq
Signed (Owner or agent):
Date: (3 1
)> Owner/contractor/agent is aware thq 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 dale 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 8 final inspections.
Rcvd Date: t d�J
Amount U• to
Cash/CK
Rcvd by:
45 Days:
Date Signed:
Approved Approved with Modifications Denied
Reason for Denial:
Signed:
APPLICATION #:
GENERAL SPECIFICATION SHEET
Project Address:
FOUNDATION: Material: Exposure (Not to exceed 18"):
CHIMNEY: Material/Color: GUTTERS: Material/Color:
ROOF: Material:. Pitch (7112 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:
Style/Size (if not listed/shown on elevations):
STORM DOORS: Qty: Material:
GARAGE DOORS: Qty: Mat'I:
WINDOWS: Q !side:: Front: Left:
Manufacturer/Series:
Grilles (Required): Pattern (6/6, 2/1, etc.) _
Snap -In: Between Glass:
Color:
Color:
Style: Color:
_ Right: Rear: Color:
Material:
_ Grille Tvpe: True Divided Lite:
Permanently Applied: Exterior Interior
STORM WINDOWS: Qty: Material:
Color:
SHUTTERS: Mat'I:
Style: Paneled
Louvered
Color:
SKYLIGHTS: Qty:
Fixed Vented
Size
Color:
ECFIVED
FEB 0 1 2023
YAhiviUU i h
DECK: Size: Decking Mat'i: Color:
Railing MatT Style: Color:
WALLS/FENCES"' (Max W 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 METERS/HVAC UNITS:. Location: Screening:
LIGHTS: Qty: Style:
Location(s):
LIGHT POSTS: City: _
Location(s):
Additional information:
Material:
Color:
Color:
2-General /�y
APPLICATION #: ,,23 /'"�-
TOWN OF YARMOUTH
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
ABUTTERS' LIST
Applicant's (Owner) Name: _ G &Yz— [Az 0 V1 oV1
Property Address/Irocation: �—
Hearing Date: 2121
�3
Notices 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 onl , 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.Yarmouth.ma.us
Applicant Information -
Abutter Information:
RECEIVED
FEB 0 12023
YAKNIUU I i-,
Map Number Lot Number
Application #:
8.2018
1321 1301 ! 1
HANNON JOHN T TRS Please use this signature to certify this list of properties
HANNON BARBARA L TRS
41 CENTER ST directly abutting and across the street from the parcel located at:
YARMOUTH PORT, MA 02675 41 Center St., Yarmouth Port, MA 02675
1321 1291 ! ! Assessors Map 132, Lot 130
BOSKEY HILLARD M
BOSKEY MARGARET M Andy M chado, Director of Assessing
39 CENTER ST
YARMOUTH PORT, MA 02675 February 8, 2023
1321 1311 1 1
LEONARD CHRISTOPHER
BIVOL LIUBA
47 CENTER ST
YARMOUTH PORT, MA 02675
1321 1361 1 1
DUNN PETER J
N L
KER
92 WI
92 WINTER 5T
S
YARMOUTH PORT, MA 02675-1246
[IftECEIVED
FEe 0 S 2023
1321 1281 1 1
YArvvlvu 1 r,
MACHNIK JAMES
OLD KING'S HIGHWAY
MACHNIK TERESA J
177 UNCLE BARNEYS RD
WEST DENNIS, MA 02670
1321 1231 1 !
FAGAN STEVEN F
FAGAN JOANNE M
42 CENTER ST
YARMOUTH PORT, MA 02675
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ECFIVIED
FEB o 12023
YHrtfviuj i;
WSSLING
&ONSULMG
Scott E. Wyssling, PE
Coleman D. Larsen, SE, PE
Gregory T. Elvestad, PE
November 30, 2022
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
Hannon Residence
41 Center Street, Yarmouth, MA
6.715 kW System
To Whom It May Concern:
RECFPIIFD
FEB 0 1 2C23
YAhiviUu i r
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:
MP1: 2x10 Rafters @ 16" olc.
Roof Material.
Composite Asphalt Shingles
Roof Slope:
40 degrees
Attic Access:
Accessible
Foundation:
Permanent
C. Loading Criteria Used
• bead Load
o Existing Roofing and framing = 7 psf
o New Solar Panels and Racking = 3 psf
o TOTAL = 10 PSF
MP2 + MP3 + MP4: 2x4 Ratters @ 26" o/c.
• 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 = 141 mph (based on Risk Category II)
o Exposure Category B
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 5116" 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'/z", 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'/z" 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 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.
V t`y rs,
Scott E. Wyssli , PE
MA License No. 505
RECEIVED
FEB 01 2023
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ROOF DESCRIPTION
ARRAY AREA & ROOF AREA CALC'S
RAFTER
SIZE
RAFTER
SPACING
ROOF MATERIAL
ROOF
# OF MODULES
ARRAY AREA (Sq. FL)
#1
10
210.23
2" x 10"
16" o.c.
COMP SHINGLE
#2
7
147.16
2" x 10"
16" o.c.
COMP SHINGLE
(TOTAL ARRAY AREAITOTAL ROOF AREA) X 100%
(357.39/1106) X 100% = 32.32%
NER
4ECT
CONNECT
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{1-3951MR
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RECRI MMQ
MAR 2 0 2023
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DISCONNECT
CONDUIT
- (-32')TRENCH
ENPHASE IQ COMBINER 414C
MP2
(7) MODULES
FUSED AC
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