HomeMy WebLinkAbout23-A085 53 Gingerbread Lane REVTOWN OF YARMOUTH
�"-� r3s 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451
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D Telephone (508) 398-2231 Ext. 1292-Fax (508) 398-0836
jUM 0 90�D KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
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APPLICATION FOR
OLD �11VG's 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 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: 53 Gingerbread Ln Yarmouth Port MA 02675 Map/Lot # f
Owner(s): Judson Phelps Phone #: (508) 362-5921
All applications must be submitted by owner or accompanied by letter from owner approving submittal of application.
Mailing address: 53 Gingerbread Ln Yarmouth Port MA 02675 Year built:
Email: judsonphelpsl@gmall.com Preferred notification method: X Phone X Email
Agent/contractor: Empower Energy Solutions, Inc. Phone #: (203)493-2977
Mailing Address:
30 OLD KINGS HWY S # 1001 DARIEN CT 06820-4551
Email: operations@empowerenergy.co
Description of Proposed Work:
Preferred notification method: X Phone X Email
Installation of a safe and code -compliant, grid -tied PV solar system on an existing residential roof.
22 Panels18.91 kw (dc)
Signed (Owner or agent):
Date:
06/02/2023
➢ 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 'I 0-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 8 final inspections.
Rcvd Date: & I .?3
Amount Cf C1
Cash/CK #: LM N
Rcvd by:
45 Days:
Date Signed:
Approved
Reason for Denial:
Signed:
Approved with Modifications Denied
1 APPLICATION #: 2 ✓ -An(
GENERAL SPECIFICATION SHEET
Project Address: 53 Gingerbread Ln Yarmouth Port MA 02675
FOUNDATION: Material: Exposure (Not to exceed 18"):
CHIMNEY: Material/Color: GUTTERS: Material/Color:
ROOF: Material: Asphalt Shingle 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:
RECEIVE[)
RECEIVE[)
DOORS: Qty: Material: Color:
f
JUN 0 9 2023
Style/Size (if not listed/shown on elevations):
rAhiAOU'rh
OLp KING'S HIGHWAY
STORM DOORS: Qty: Material: Color:
GARAGE DOORS: Qty: Mat'I: Style: Color:
WINDOWS: Q !side:: Front: Left: Right: Rear: Color:
Manufacturer/Series: Material:
Grilles (Required): Pattern (616, 211, etc.) Grille Tvpe: True Divided Lite:
Snap -In: Between Glass: Permanently Applied: Exterior Interior
STORM WINDOWS: Qty: Material: Color:
SHUTTERS: Mat'I: Style: Paneled Louvered Color:
SKYLIGHTS: Qty: Fixed Vented Size Color:
DECK: Size: Decking MatT Color:
Railing Mat'I: Style: Color:
WALLSIFENCES* (Max 6' height): Height: Mat'I:
Style: Color:
(Snow running footage & location on plot plan.) *Finished side of fence must face out from fenced in area.
UTILITY METERSIHVAC UNITS: Location: Screening:
LIGHTS: Qty: Style: Color:
Location(s):
LIGHT POSTS: Qty: Material: Color:
Location(s):
Additional information:
2-General zz
APPLICATION*
Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
45-DAY TIMEFRAME
WAIVER
Application #:s-
Project Address:
RECEIVED
.SUN 0 9 2023
r HHIviUU i ri
CING'S HIGF
30 OLD KINGS HWY S # 1001 DARIEN CT 06820-4551
Application Received Date:
45 Day Decision Deadline:
IIVIle, 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: 06/02/2023
Signed:
Owner
Owner
Asim Hafeez
Contractor/Agent
I 11011A k" [0] M1111 N JA [oil] d:I
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
2023 MEETING SCHEDULE a�j� crj
TOWN OF YARMOUTH
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
Applicant's (Owner) Name:
Property Address/Location:
Hearing Date: t)
ABUTTERS' LIST
Judson Phelps
53 Gingerbread Ln Yarmouth Port MA 02675
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.yarmouth.ma.us
Applicant Information:
Abutter Information:
LFIECRVED0 9 2023
G'S HIGHWAY
Map Number Lot Number
��I sty
�3s't
Application #:3'
8.2018 3
�o TOWN OF YARMOUTH
0 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 026644451
1211 671 1 1
CARTER RICHARD Please use this signature to certify this list of properties
CARTER RACHEL directly abutting and across the street from the parcel located at:
75 FAIRBANKS AVE 53 Gingerbread Ln., Yarmouth Port, MA 02675
WELLESLEY , MA 02481 Assessorg Map 121, Loj 84
1211 831 1 1 Andy MW6hado, Director of Assessing
LESSER STELLA TR June 26, 2023
THE 47 GINGERBREAD LN RLTY TR
3 WEST WOODS
YARMOUTH PORT, MA 02675
1211 841 1 I
PHELPS JUDSON H
PHELPS BARBARA RAY
^
i RFrF-IV F+D
53 GINGERBREAD LN
YARMOUTH PORT, MA 02675
JiJN 2 6 2023
1221 251 ! 1
r AHIVIOUT r.
NATHANSON JULIE TR
0 L Q KINGS HIGHWAY
NATHANSON FAMILY TRUST
146 EDGARTOWN RD
VINEYARD HAVEN, MA 02568
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Scott E. Wyssling, PE
Coleman D. Larsen, SE, PE
Gregory T. Elvestad, PE
Empower Energy Solutions
30 Old Kings Highway South #1001
Darien, CT 06820-4551
To Whom It May Concern:
76 North Meadowbrook Drive
Alpine, LIT 84004
office (201) 874-3483
swyssling@wysslingconsulting.com
June 1, 2023
Revised September 25, 2023
Re: Engineering Services
Phelps Residence
53 Gingerbread Lane, Yarmuth Port, MA
8.910 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
members 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: 16, 18 & 39 degrees �CGGC�'{■
Attic Access: Accessible K
Foundation: Permanent
i
SEP 2 5 20
C. Loading Criteria Used
• Dead Load OLD KING'S H! HVvAY
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 11)
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 members
will support the additional panel loading without damage, if installed correctly.
Page 2 of 2
D. Solar Panel Anchorage
The solar panels shall be mounted in accordance with the most recent Ironridge 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.
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'/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'/2" embedment will be adequate and will include a sufficient factor of safety.
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 centers.
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 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-r
y yours,
Scott E. Wyssli PE
MA License No. 505
COA# 001629764
C RIM)
SEP 2 5 2023
i Ahiviou i r. i
Wyssling Consulting, PLLC
76 N Meadowbrook Drive, Alpine UT 64004
Massachusetts COA #001629764
Signed 9/25/2023
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THE IDEAL SOLUTION FOR:
Rooftop arrays
residential buildings
Engineered in Germany
BREAKING THE 20% EFFICIENCY BARRIER
Q.ANTUM DUO Z Technology with zero gap cell layout
boosts module efficiency up to 21.1%.
THE MOSTTHOROUGH TESTING PROGRAMME IN THE INDUSTRY
_ Q CELLS is the first solar module manufacturer to pass the most comprehen-
sive quality programme in the industry: The new "Quality Controlled PV" of the
independent certification institute TOV Rheinland.
INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal yields, whatever the weather with excellent
law -light and temperature behaviour.
ENDURING HIGH PERFORMANCE
`
Long-term yield security with Anti LID Technology,
Hot -Spot Protect and Traceable Quality Tra.Q1.
EXTREME WEATHER RATING
jt
High-tech aluminium alloy frame, certified for
7/
high snow (b400 Pa) and wind loads (4000 Pa).
20
A RELIABLE INVESTMENT
[t� ��
Inclusive 25-year product warranty and 25-year
hr,
linear performance warranty'.
See data sheet on rear for further information,
OCELLS
MECHANICAL SPECIFICATION
Format
1879 mm x 1C45mm x 32mm (including frame)
Weight
22.0kg
Front Cover
3-2ram thermally pre -stressed glass with
anti -reflection technology
Sack Cover
Composite film
Frame
Black anodised aluminium
Cell
6 x 22 monocrystalline Q.ANTUM solar half cells
Junction box 53-101 mm x 32-60 mm x 15-18 mm
Protection class IP67, with bypass diodes
Cable 4 mmz Solar cable; (+) >1250 mm, (-) >-1250 mm
Connector Slsubli MC4; IP68
ioremm zRs.smm
+ xzzsom.,, +
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ELECTRICAL CHARACTERISTICS
POWER CLASS
385
390
395
400
405
410
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5 W 1-0 W)
Power at MPP'
E Short Circuit Current'
Open Circuit VollageL
Current at MPP
PM [W]
ISC [A]
V_ IV]
I- [A]
385
11.04
45A9
10.59
390
11.07
45.23
1065
395
11.10
45.27
1071
400
11.14
45.30
1077
405
11.17
45.34
10.83
410
11.20
45.37
10.89
Voltage at MPP
V_ IV]
36.36
36,62
36,88
3713
3739
3764
Efficiency'
9 (%]
z19.6
z19.9
>20.1
>20.4
z20.6
20.9
MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT'
Power at MPP
P_ [W]
288.8
292.6
296.3
300.1
303.8
307.6
E Short Circuit Current 11C [Al 890 8.92 8.95 8.97 9.00 9.03
E Open Circuit Voltage V_ IV] 42.62 42-65 4269 4272 42.76 42.79
c
i Current at MPP I- [A] 8.35 8.41 8.46 8.61 8.57 8.62
Voltage at MPP VMrr IV] 34.59 34.81 35.03 35.25 35.46 35.68
'Measurement tolerances P. t3%; Is,,: Va ±5%at STC 1000W/m2, 25±2'C, AM 1.5 according to IEC 60904-3 -1800 Wjm{ NMOT, spectrum AM 1.5
Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE
z w _dam Atleast 98%of nominal power dur--------; _-_�_; _�--1-----i ��� �1�1uJ■
{�
of nominal power up to 10 years. At -
N u, Ing first year. Thereafter max. 0.5%
_ a E1F f�
r _-------------- degradation degradation per year. At least 93.5% u zoo r
r
wa
__2 least 86%of nominal power up to w i i i
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25 rears. F w--r-----�-----------I-----3
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6z g i i i i
All data within measurement later- r
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antes. Full warranties in accordance ro 1-I I � `'
$ with the warranty lermsof the JimiM 4M i00 100° ( Ahlviu,_
M QCELLS sales Organisation ofyour IRRADIANCEIWIWI HI -
t� LL.kk �I"t'Yr�,
respective country. OLD KIN I S
YER s Typical module performance under tow irradiance conditions in
comparison to STC conditions (25'C, 1000 W/m'). a
TEMPERATUR E COEFFICI ENTS -
Temperature Coefficient of I_ a [%/K] +0.04 Temperature Coefficient of V_ [%/K] -0.27
Temperature Coefficient of P_ y [%/K] -0.34 Nominal Module Operating Temperature NMOT ['Cl 43±3 ry
PROPERTIES FOR SYSTEM DESIGN
M
Maximum System Voltage V,„ [VI 1000 PV module classification Class II
Maximum Reverse Current Ip [A] 20 Fire Rating based on ANSI / UL 61730 C/TYPE 2
Max. Design Load, Push! Pull [Pa] 3600/2660 Permitted Module Temperature -40°C - +85'C
Max. Test Load, Push/ Pull [Pa] 5400/4000 on Continuous Duty o
0
QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION
eC Controlled PV-TUV aneinland: lr �lY -0 1�1�I � zM
IEC 6121S.2016:IEC61730�20L6. /� 11%%%66V��JJ L�II�J O-O ,Q 6
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QCPV Certification ongoing. ` packaging
CeNlkwn holder: onn- _
Ha-ha QCELLS GmhH
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Note: Installation instructions must be followed. See the installation and operating martual or contact our technical service department for further information on approved installation and
use of this product.
Made in Korea
Hanwho Q CELLS Australle Pty Ltd
Suite 1, Level 1,15 Blue Street. North Sydney. NSW 2060, Australia I TEL+61(0)2 9016 30331 FAX +61(012 9016 30321 EMAIL q-cells-australia@q-cei(s.com I WEE www.q-cells.cwm/au n
Engineered in Germany
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Power Optimizer
For Residential Installations
S440 / S500 / S500B / S650B
r�IVED
YEAR
SEP 2 5 ?02
iAhiviQU i rF
OLD KING'S HIGHWAY
Enabling PV power optimization at the module level
I Specifically designed to work with SolarEdge
residential inverters
Detects abnormal PV connector behavior,
preventing potential safety issues*
Module -level voltage shutdown for installer
and firefighter safety
Superior efficiency (99.5%)
Funaionalirysub}ea to inverter model and firmwareversia�
solaredge.com
We
KV
Mitigates all types of module mismatch loss, from
manufacturing tolerance to partial shading
Faster installations with simplified cable
management and easy assembly using a single bolt
► Flexible system design for maximum space
utilization
I Compatible with bifacial PV modules
solar -••
ECIFI III ED
I Power Optimizer
For Residential Installations
S440 / S500 / S500B / S650B
SEP 2 5 2023
fANVIOU'i rl
5440 S500 S500B S650B UNIT
Rated Input DC Power"I
6S0
W
Absolute Maximum #nput Voltage (Voe)
60
125
85
Vdc
MPPT Operating Range
8 - 60
12.5 -105
12.5 - 85
Vdc
Maximum Short Circuit Current (Isc) of Connected PV Module
14- _ 15
99,5
Adc
Maximum Efficiency
%
Weighted Efficiency
98.6
%
Overvoltage Category
II
OPERTION
Maximum Output Current 15 Adc
Maximum Output Voltage 60 1 80 Vdc
OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF)
Safety Output Voltage per Power Optimizer 1 ± 0.1 Vdc
KTANnORn [[1MP11AN[E(2)
EMC
FCC Part 15 Class B, IEC61000-6-2, IEC61000-6-3, CISPRII, FN-55011
Safety
IEC62109-1 (class II safety), UL1741
Material
UL94 V-0, UV Resistant
RoHS
Yes
Fire Safety
VDE-AR-E 2100-712:2018-12
INSTALLATION SPECIFICATIONS
Maximum Allowed System Votage
1000
Vdc
Dimensions (W x L x H)
129 x 155 x 30
129 x 155 x 45
mm
Weight
720
790
gr
Input Connector
MC41;1
Input Wire Length
0.1
no
Output Connector
MC4
Output Wire Length
{+) 23, (-) 0.10
m
Operating Temperature Ran elag
-40 to +85
'C
Protection Rating
IP68
Relative Humidity
0 -100
%
(1) Rated power of the module at STC Yell not exceed the Power Optimizer Rated Input DC Power. Modules with up to +5% power tolerance are allowed.
(2) For details about CE compliance, see Declaration of Conformity -CE.
(3) For other connector types please contact SolarEdge,
14) Power de -rat ng is applied for ambient temperatures above +05'C for S440 and SSW, and for ambient temperatures abov^_ +7S'C fcr S500B. Refer to the
Power t]c'- -ers Temperature De -Rating Technical Note for details.
Minimum String Length I S440, 5500
8
9 16 18
(Power Optimizers) 55006, 5fi50B
6
8 14
Maximum String Length (Power Optimizers)
25
20 50
Maximum Continuous Power per String
5700
5625 11251)
12750 W
Maximum Allowed Connected Power per String
(Permitted only when the power difference between strings
see",
See(5) 13500
15000 W
is less than 2.0004Y)
Parallel Strings of Different Lengths or Orientations
Yes
(5) It is not allowed to mix S-series and P-series Power Optimil in new installations.
f6) If the inverter's rated AC power s maximum nominal power per string, then the maximum power per siring will be able to reach up to the inverters maximum input DC power
Refer to Application Note: Single String Design Guidelines.
M
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O SolaEdye Texh elogies, Ltd. All rights reSF xed. S0 A.REDGF, the SolarEdge logo, OPTIMIZED BY S0LAREDGE—itra6emarI,—i gistered vadenwks or Sd.Edge Tech—logie , Inc C E RoH S
All other trademarks mentioned he,einaretrademarks of Ureic respective owners_ oaten telhn,ay142M DS-DOW41-ENG_ Subjectta rhxgewideut notice.
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