Certificate of Appropraiteness for Comm ittee use only
By a vote o
Conditions of Approval
This Certificate is hereby APPROVED
Aye Nay Abstain Date
New Build Addition Alteration Residential
Type of Building House Garage Barn Shed Other
Project Roof Windo ws/Doors Siding/Painting Solar Other
Landscape Feature Fence Wall Flag Pole Pool Other
New Sign Replace Sign Repaint Sign
Town of Barnstable
Old King's Highway Historic District Committee
367 Main Street, Hyannis, Massachusetts 02601
Telephone (508) 862-4787, Email grayce.rogers@town.barnstable.ma.us
APPLICATION FOR CERTIFICATE OF APPROPRIATENESS
Application is hereby made, with six (6) complete, colored sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,
Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this
application for:
Date Date Built: Map & Parcel
Property Ow ner Phone
Street address Email
Village
Mailing address Signature
Agent/Contractor Phone
Agent Address Email
Agent Signature
If approved, the Certificate of Appropriateness expires one year from the stamped approval date or upon the expiration of a Building
Permit, w hichever date shall be later. A one year ex tension may be requested, in w riting, to the Old King’s Highw ay Administrative
Assistant at 367 M ain Street, Hyannis, M A 02601. This request must be received prior to the date of expiration.
There is a 10 day appeal period plus a four day waiting period for all applications after w hich time your approval paperw ork w ill be
availabl e for pickup and building per mit sign-off. All applications are subject to meeting any applicable building code requirements.
Check all categories that apply
Building Construction Commercial
Sign
Other _
Description of Proposed Work
DENIED
350-017
Jeffrey Viamari 413-478-2300
134 Country Club Dr
Barnstable
134 COUNTRY CLUB DRIVE YARMOUTH PORT MA 02675
Sunrun Installation Services 978-793-7881
695 Myles Standish BLVD Taunton MA 02780 eastmapermits@sunrun.com
jeff@badinfluencesportfishing.com
Installation of a flush mounted rooftop solar system. 22 panels or 7.48 KW DC to be
installed on the front of the home facing public view
07/22/2022
CERTIFICATE OF APPROPRIATENESS – SPEC SHEET
CHIMNEY Material Color
ROOF Make & style Color
Roof Pitch (s) – (7/12 minimum)
(specify on plans for new building & major additions)
GUTTER T ype/Material Color
WINDOWS, DOORS, TRIM, SHUTTERS, SKYLIGHTS
Window /Door Tri m material Wood Other specify
Size of cornerboards Size of casings (1X4 min) Color
Rakes 1st member 2nd Member Depth of overhang
Window s: Make/Model Material Color
Window Grills Divided Light Exterior Glued Grills Grills Between Glass
Remo vable Interior Grills No Grills Grill Pattern
Doors: Style & Make Material Color
Garage doors: Style Size of opening Material
Color
Shutters: Type & Style Material Color
Skylights: Type Make & Model
Material Size Color
SIDING Type Clapboard Shingle Other
Material Red Cedar White Cedar Other
Paint Color
FOUNDATION T ype (max 12’ exposed)
DECK Material Color
SIGNS Size Materials Color
FENCE T ype (split rail, chain link) Color
Material Length
RETAING WALL Description
LIGHTING Type and location (free standing
affixed to structure, illuminated)
CHECKLIST – CERTIFICATE OF APPROPRIATENESS
Please com plete the Checklist that is applicable to your project.
Submit electronic complete colored set, unless otherwise noted
FEES
Filing Fee according to fee schedule, please make checks payable to the Town of Barnstable
Legal Ad fee, will be billed, made payable to the Town of Barnstable
First Class Postage Sta mps for abutter notification. Please contact Barnstable Old King’s Highway Office for correct count
ALTERATIONS (new paint color, change of siding material, roofing, windows, doors, shutters, etc)
Application for Certificate of Appropriateness
Spec Sheet, brochures and color samples
Plans of building elevatio ns/photographs, ONLY if there is a change to the location and size of the windo w (s) or
Door (s).
MINOR ADDITIONS (decks, enclosing a porch, sheds (over 120 sqft)
Application for Certificate of Appropriateness,
Spec Sheet, brochures and color samples
Site Plan, ONLY if there are changes to the footprint (see site plan criteria below)
A site plan drawn on a mortgage survey plan or GIS map may be used for minor additions, UNLESS the porch, deck, pool, or
Shed etc. is close to lot lines, zoning setback lines, or other buildings, in which case a certified site plan must be submit ted
Photographs of all building elevation affected b y any proposed alterations
Plans 2 full scale plans, plus 4 copies of the plan at reduced scale to fit 8.5x11 or 11x17 paper
Co mpany brochure of manufacturers shed or to -scale sketch or affected structure or building elevations
ASSESSORY STRUCTURES, NEW/ALTERED (fences, new stonewalls, changes to retaining walls, pools etc)
Application for Certificate of Appropriateness
Spec Sheet, brochures &/or diagram
Site Plan (see site plan criteria below)
Photographs of any existing structure that will be affected by the change
SIGNS (complete sign supplement)
Rendering of the proposed sign, sho wing graphics, dimensions, design and height of post, color, and materials
Site Plan on GIS map or mortgage survey, or photograp hs, or to-scale sketch of building elevation sho wing location of
Proposed sign; and any tree to be removed near a freestanding sign (see below for site plan criteria)
SOLAR PANELS (complete solar panel supplement)
Drawing of locations of panels on house showing roof and panel dimensions
Site Plan sho wing location of building on property (see site plan criteria below)
SITE PLAN CRITERIA
Name of applicant, street location, map and parcel
Name of architect, engineer, or surveyor; original stamp & signature; date of plan & revision dates
North arro w, written and drawn to scale
Changes to existing grades shown with one -foot contours
Proposed & existing footprint of building and/or structures, and distance to lot lines
Proposed driveway location
Proposed limits of clearing for building (s), assessor structure (s), driveway and septic system
Retaining walls or accessory structures (e.g. pool, tennis court, cabana, barn, garage, etc)
NEW BUILDINGS, ADDITION, OR COMMERICAL BUILDING
CHECKLIST – CERTIFICATE OF APPROPRIATENESS
Submit electronic complete colored set, unless otherwise noted
Application for Certificate of Appropriateness
Spec Sheet, brochures or diagram
Site Plan
Name of applicant, street location, map and parcel
Name of architect, engineer, or surveyor; original stamp & signature; date of plan & revision dates
North arro w, written and drawn to scale
Changes to existing grades shown with one -foot contours
Proposed & existing footprint of building and/or structures, and distance to lot lines
Proposed driveway location
Proposed limits of clearing for building (s), assessor structure (s), driveway and septic system
Retaining walls or accessor y structures (e.g. pool, tennis court, cabana, barn, garage, etc)
Building Elevations
Plans at scale of ¼’ = 1 foot; a written drawn scale
Plans at a reduced scale to fit 8.5”x11 or 11x17 paper
Name of applicant, street location, map and parcel
Name of Building Designer, or architect; original signature of plan preparer and stamp; plan date, and all revision dates.
*All new house or comm ercial building plans must have an original signature and stamp, if any, by a registered
Architect, mem ber of AIBD, or a licensed Massachusetts Hom e Improvement Contractor, unless this requirement is
waived by the Old King’s Highway Historic District Committee.
A written and bar drawn scale
Elevations of all (affected) sides of the building, with dimensions in cluding height from the natural grade adjacent to the
Building to the top of the ridge; location and elevatio n of finished grade, roof pitch (s) dormer setbacks; trim style, windo w
And door styles. Changes to existing building must be clouded on drawings.
Windo w schedule on plans
Landscape Plan (drawn on a certified perimeter plan containing the following)
Name of applicant, street address, assessor’s map and parcel number
Name, address, and telephone number of the plan preparer, pl an date, & date of revisions
The location of existing and proposed buildings and structures, and lot lines
Natural features o f site (i.e. rock outcroppings, streams, wetlands, etc)
Existing buffer areas to remain
Location and species of trees and plants
Driveway, parking areas, walkways, and patios, indicating materials to be used
Existing stone walls, and proposed walls including retaining walls for slope retention or septic systems
For removal of stone walls, you must file a demolition application
All proposed exterior lighting and signs
Sketch or Photos of adjacent properties
A sketch (s) to scale or photographs of nearby adjacent buildings, where present, along both sides of the street frontage,
Showing the proposed new house or commercial building in scale and in relationship to the existing buildings.
Please discuss with staff if you do not think this is relevant to your application.
Photographs of all sides of existing buildings to remain or being added to
Existing building, foot print
Building 1 (sq. ft.) Building 2 (sq. ft.)
Exiting building, gross floor area, including area of finished basement
Building 1 (sq. ft.) Building 2 (sq. ft.)
New Building or addition, foot print
Building 1 (sq. ft.) Building 2 (sq. ft.)
New Building or addition, gross floor area, including area of finished basement
Building 1 (sq. ft.) Building 2 (sq. ft.)
Plan preparer, signature and date
SOLAR PANEL SUPPLEMENT
STRUCTURE ONE
STRUCTURE TYPE Ho me Garage Barn
ELEVATION PLACEM ENT
North
ROOF M EASUREM ENTS
South East West
Length
SOLAR PANEL M EASUREM ENTS
Height Pitch
Length
SOLAR PANEL TYPE & FINISH
Depth Width
Color Finish (matte or glossy)
STRUCTURE TWO
STRUCTURE TYPE Ho me Garage Barn
ELEVATION PLACEM ENT
North
ROOF M EASUREM ENTS
South East West
Length
SOLAR PANEL M EASUREM ENTS
Height Pitch
Length
SOLAR PANEL TYPE & FINISH
Depth Width
T ype Roof Mounted Ground Mounted Canopy/Carport System
Color Finish (matte or glossy)
Solar Co mpany
Phone
Solar representative
Print Name Signature
Date
5.5 feet 3.3 feet 2 inches
Black Glossy
SIGN SUPPLEMENT
PROJECT TYPE
New Minor Change to Existing Sign
Replace Existing Color Replace Existing Sign with New
MOUNTING TYPE
Post Mount
Post Mount Installation Type Surface Installation Direct Burial Installation
Wall/Surface Mount Mounting type
Elevation affixed to
ASTHETICS
Size Material
Lettering (style) Color
Post/Mount Material Color
Height to Crossbar Single Faced Double Faced
LIGHTING
Will the sign be lit Yes No
T ype of Lighting
Placement of Lighting
ADDITIONAL INFORM ATION
695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331
PHONE 0
FAX 0
JEFFREY VIAMARI
134 COUNTRY CLUB DR,
BARNSTABLE, MA, 02675
PROJECT NUMBER:
223R-134VIAM
CUSTOMER RESIDENCE:
TEL. (413) 478-2300
APN: BARN-000350-000000-000017
#180120
This view would be headed south on Country Club Dr.
This view is from directly in front of the residence on Country Club Dr.This is an aerial view, please the proposed PV solar panels are
The two arrays on the roof planes facing west.
HISTORICAL REVIEW
RENDERING
COVER SHEET
SCOPE OF WORK GENERAL NOTES
REV NAME DATE COMMENTS
A
AC
AFCI
AZIM
COMP
DC
(E)
ESS
EXT
INT
MAG
MSP
(N)
NTS
OC
PRE-FAB
PSF
PV
RSD
TL
TYP
V
W
AMPERE
ALTERNATING CURRENT
ARC FAULT CIRCUIT INTERRUPTER
AZIMUTH
COMPOSITION
DIRECT CURRENT
EXISTING
ENERGY STORAGE SYSTEM
EXTERIOR
INTERIOR
MAGNETIC
MAIN SERVICE PANEL
NEW
NOT TO SCALE
ON CENTER
PRE-FABRICATED
POUNDS PER SQUARE FOOT
PHOTOVOLTAIC
RAPID SHUTDOWN DEVICE
TRANSFORMERLESS
TYPICAL
VOLTS
WATTS
PAGE
REV: A 7/15/2022
695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331
PHONE 0
FAX 0
JEFFREY VIAMARI
134 COUNTRY CLUB DR,
BARNSTABLE, MA, 02675
PROJECT NUMBER:
223R-134VIAM
SHEET
DESIGNER:
NIKESH CHAUHAN
CUSTOMER RESIDENCE:
TEL. (413) 478-2300
APN: BARN-000350-000000-000017
#180120
(415) 580-6920 ex3
TABLE OF CONTENTS
PAGE #DESCRIPTION
PV-1.0 COVER SHEET
PV-2.0 SITE PLAN
PV-3.0 LAYOUT
PV-4.0 ELECTRICAL
PV-5.0 SIGNAGE
PV-1.0
LEGEND AND ABBREVIATIONS
SCALE: NTS
MAIN PANEL
INVERTER(S)
AC DISCONNECT(S)
DC DISCONNECT(S)
PV LOAD CENTER
SUB-PANEL
CB
ATTIC VENT
FLUSH ATTIC VENT
PVC PIPE VENT
SATELLITE DISH
T-VENT
CHIMNEY
FIRE SETBACKS
SUNRUN METER
METAL PIPE VENT
DEDICATED PV METER
SERVICE ENTRANCE
IQ COMBINER BOX HARDSCAPE
PROPERTY LINEINTERIOR EQUIPMENT
SHOWN AS DASHED
PL
SOLAR MODULES
SNR MOUNT & SKIRT
SNR MOUNT
MP
SP
SM
PM
INV
AC
DC
LC
SE
VICINITY MAP
• SYSTEM SIZE: 7480W DC, 6000W AC
• MODULES: (22) JA SOLAR: JAM60S10-340/MR
• INVERTERS: (1) SOLAREDGE TECHNOLOGIES:
SE6000H-USSN
• RACKING: RL UNIVERSAL, SPEEDSEAL TRACK ON COMP,
SEE DETAIL SNR-DC-00436
• ALL WORK SHALL COMPLY WITH MA 9th Ed. CMR 780 (2015 IRC/IBC/IEBC),
MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND INSTALLATION
INSTRUCTIONS.
• PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2020.
• ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2020.
• PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY
GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35.
• MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.
• INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741.
• RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.
• SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II
MODULES, ARE CLASS A FIRE RATED.
• RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL
CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1).
• CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G).
• ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT.
• 10.46 AMPS MODULE SHORT CIRCUIT CURRENT.
• 16.34 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)].
• PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(B)(2).
CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE
LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION
#SSTAMPCS
#ESTAMPCS
• EXISTING SOLAR SYSTEM INSTALLED.
PL
PL
PL
PLPLPL
PL
PL
PAGE
REV: A 7/15/2022
695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331
PHONE 0
FAX 0
JEFFREY VIAMARI
134 COUNTRY CLUB DR,
BARNSTABLE, MA, 02675
PROJECT NUMBER:
223R-134VIAM
SHEET
DESIGNER:
NIKESH CHAUHAN
CUSTOMER RESIDENCE:
TEL. (413) 478-2300
APN: BARN-000350-000000-000017
#180120
(415) 580-6920 ex3
SITE PLAN
ARRAY
PITCH
PV AREA
(SQFT)
AR-01 44°126.7
AR-02 44°271.6284°
TRUE
AZIM
MAG
AZIM
298°284°
298°
PV-2.0
#SSTAMPSP #ESTAMPSP
SITE PLAN - SCALE = 1/16" = 1'-0"SITE PLAN DETAIL - SCALE = 1/64" = 1'-0"
(E) RESIDENCE
(N) ARRAY AR-01
(N) ARRAY AR-02
(E) FENCECOUNTRY CLUB DR(E) POOL
(E) DETACHED
STRUCTURE
(E) FENCE
(E)PV ARRAYSE
MP
INV ACPM
INV LC
PM AC
(E) RESIDENCE
PAGE
REV: A 7/15/2022
695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331
PHONE 0
FAX 0
JEFFREY VIAMARI
134 COUNTRY CLUB DR,
BARNSTABLE, MA, 02675
PROJECT NUMBER:
223R-134VIAM
SHEET
DESIGNER:
NIKESH CHAUHAN
CUSTOMER RESIDENCE:
TEL. (413) 478-2300
APN: BARN-000350-000000-000017
#180120
(415) 580-6920 ex3
D1 - AR-01 - SCALE: 3/16" = 1'-0"
AZIM: 284°
PITCH: 44°
D2 - AR-02 - SCALE: 3/16" = 1'-0"
AZIM: 284°
PITCH: 44°
PV-3.0
LAYOUT
#SSTAMP
ROOF INFO FRAMING INFO ATTACHMENT INFORMATION
Name Type Height Type Max
Span
OC
Spacing Detail Max Landscape
OC Spacing
Max Landscape
Overhang
Max Portrait
OC Spacing
Max Portrait
Overhang Configuration
AR-01 COMP SHINGLE - RLU 1-Story 2X10 RAFTERS 7' - 3"16"RL UNIVERSAL, SPEEDSEAL TRACK ON
COMP, SEE DETAIL SNR-DC-00436 5' - 4"2' - 1"4' - 0"2' - 0"STAGGERED
AR-02 COMP SHINGLE - RLU 1-Story 2X10 RAFTERS 10' - 5"16"RL UNIVERSAL, SPEEDSEAL TRACK ON
COMP, SEE DETAIL SNR-DC-00436 5' - 4"2' - 1"4' - 0"2' - 0"STAGGERED
DESIGN CRITERIA
MAX DISTRIBUTED LOAD: 3 PSF
SNOW LOAD: 30 PSF
WIND SPEED:
140 MPH 3-SEC GUST.
S.S.LAG SCREWS:
5/16": 2.5" MIN EMBEDMENT
STRUCTURAL NOTES:
·INSTALLERS SHALL NOTIFY
ENGINEER OF ANY POTENTIAL
STRUCTURAL ISSUES
OBSERVED PRIOR TO
PROCEEDING W/
INSTALLATION.
·IF ARRAY (EXCLUDING SKIRT)
IS WITHIN 12" BOUNDARY
REGION OF ANY ROOF PLANE
EDGES (EXCEPT VALLEYS),
THEN ATTACHMENTS NEED
TO BE ADDED AND OVERHANG
REDUCED WITHIN THE 12"
BOUNDARY REGION ONLY AS
FOLLOWS:
··ALLOWABLE ATTACHMENT
SPACING INDICATED ON
PLANS TO BE REDUCED BY
50%
··ALLOWABLE OVERHANG
INDICATED ON PLANS TO BE
1/5TH OF ALLOWABLE
ATTACHMENT SPACING
INDICATED ON PLANS
SEE SITE PLAN FOR NORTH ARROW
4'-1"
13'-3"
1'-8"
4'-2"11'-2"1'
5'-4"TYP
1'16'-9"4'-7"
2'-2"
19'-11"
1'-3"
5'-4"TYP PRREOEFE NIS GSNIOE N LA
OF M H ATLSASEA
CWHNUOSMETMTOSCVINCENT
MWUMVANEZA
CIVIL
NO. 54772
STRUCTURAL
ONLY
M
240V METER SOCKET
100A CONTINUOUS
(N) MA SMART
UTILITY
REVENUE
METER
UTILITY SIDE OF CIRCUIT
CONNECTS TO TOP LUGS -
(LINE AT TOP LOAD AT BOTTOM)
FACILITY
GROUND
FACILITY
LOADS
EXISTING 200A
MAIN BREAKER
EXISTING
200A MAIN
PANEL
SUPPLY SIDE TAP
(N) LOCKABLE
BLADE TYPE
FUSED AC
DISCONNECT
80A FUSES
SQUARE D
D223NRB
3R, 1000A
120/240VAC
M
METER #:
EVERSOURCE 2995293
120/240 VAC
SINGLE PHASE
SERVICE
UTILITY
GRID
4
4
(N) 125A PV LOAD
CENTER
(E) 40A BREAKER (A)
(N) 35A BREAKER (B)
JUNCTION BOX
OR EQUIVALENT 12
SOLAREDGE TECHNOLOGIES:
SE6000H-USSN WITH
REVENUE GRADE METERING
6000 WATT INVERTER
LOAD RATED DC DISCONNECT
WITH AFCI, RAPID SHUTDOWN
COMPLIANT
PV MODULES
JA SOLAR: JAM60S10-340/MR
(22) MODULES
OPTIMIZERS WIRED IN:
(1) SERIES OF (11) OPTIMIZERS
(1) SERIES OF (11) OPTIMIZERS
SOLAREDGE POWER OPTIMIZERS
P370
E
3
NOTE: TOTAL PV BACKFEED = 71A
USED FOR INTERCONNECTION
CALCULATIONS
SELECT PULLDOWN FOR # OF STRINGS(E) JUNCTION BOX
OR EQUIVALENT
EXISTING SYSTEM
M
(E) PV PRODUCTION
METER
E E E
(1) SolarEdge Technologies:
SE7600H-US000BNC4
7600 WATT INVERTER PV MODULES
JINKO SOLAR: JKM325M-60HBL
(26) MODULES
(E) LOCKABLE
BLADE TYPE
AC DISCONNECT
E
4
SQUARE D
DU222RB 3R, 60A,2P
120/240VAC
CONDUIT SCHEDULE
#CONDUIT CONDUCTOR NEUTRAL GROUND
1 NONE (4) 10 AWG PV WIRE NONE (1) 10 AWG BARE COPPER
2 3/4" EMT OR EQUIV.(4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2
3 3/4" EMT OR EQUIV.(2) 8 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2
4 1" EMT OR EQUIV.(2) 4 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2
E EXISTING
PAGE
REV: A 7/15/2022
695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331
PHONE 0
FAX 0
JEFFREY VIAMARI
134 COUNTRY CLUB DR,
BARNSTABLE, MA, 02675
PROJECT NUMBER:
223R-134VIAM
SHEET
DESIGNER:
NIKESH CHAUHAN
CUSTOMER RESIDENCE:
TEL. (413) 478-2300
APN: BARN-000350-000000-000017
#180120
(415) 580-6920 ex3
PV-4.0
ELECTRICAL
#ESTAMP
SYSTEM CHARACTERISTICS - INVERTER 1
SYSTEM SIZE:
SYSTEM OPEN CIRCUIT VOLTAGE:
SYSTEM OPERATING VOLTAGE:
MAX ALLOWABLE DC VOLTAGE:
SYSTEM OPERATING CURRENT:
SYSTEM SHORT CIRCUIT CURRENT:
7480 W
11 V
400 V
500 V
19.68 A
30 A
P370 OPTIMIZER CHARACTERISTICS:
MIN INPUT VOLTAGE: 8 VDC
MAX INPUT VOLTAGE: 60 VDC
MAX INPUT ISC: 11 ADC
MAX OUTPUT CURRENT: 15 ADC
MODULE CHARACTERISTICS
JA SOLAR: JAM60S10-340/MR:
OPEN CIRCUIT VOLTAGE:
MAX POWER VOLTAGE:
SHORT CIRCUIT CURRENT:
340 W
41.55 V
34.73 V
10.46 A
PAGE
REV: A 7/15/2022
695 MYLES STANDISH BLVD, TAUNTON, MA, 02780-7331
PHONE 0
FAX 0
JEFFREY VIAMARI
134 COUNTRY CLUB DR,
BARNSTABLE, MA, 02675
PROJECT NUMBER:
223R-134VIAM
SHEET
DESIGNER:
NIKESH CHAUHAN
CUSTOMER RESIDENCE:
TEL. (413) 478-2300
APN: BARN-000350-000000-000017
#180120
(415) 580-6920 ex3
SIGNAGE
PV-5.0
#ESTAMP
MAXIMUM AC OPERATING CURRENT:
NOMINAL OPERATING AC VOLTAGE:
25.00 AMPS
240 VAC
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): NEC 2020: 690.54
PV SYSTEM DISCONNECT
WARNING!
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
POWER SOURCE OUTPUT CONNECTION
LABEL LOCATION:
ADJACENT TO PV BREAKER AND ESS
OCPD (IF APPLICABLE).
PER CODE(S): NEC 2020:
705.12(B)(3)(2)
NOTES AND SPECIFICATIONS:
·SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE
110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR
IF REQUESTED BY THE LOCAL AHJ.
·SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
WORDS, COLORS AND SYMBOLS.
·LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD AND SHALL NOT BE HAND WRITTEN.
·LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED.
·SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY
SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED.
·DO NOT COVER EXISTING MANUFACTURER LABELS.
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
SOLAR ELECTRIC
PV PANELS
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN
PV SYSTEM AND REDUCE
SHOCK HAZARD IN THE
ARRAY.
LABEL LOCATION:
ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE
DISCONNECTING MEANS TO WHICH THE PV SYSTEMS
ARE CONNECTED.
PER CODE(S): NEC 2020: 690.56(C)
4"
3"
ELECTRICAL SHOCK HAZARD
WARNING
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
LABEL LOCATION:
INVERTER(S), AC/DC DISCONNECT(S),
AC COMBINER PANEL (IF APPLICABLE).
PER CODE(S): NEC 2020: 690.13(B)
!INVERTER 1
PHOTOVOLTAIC DC DISCONNECT
MAXIMUM SYSTEM VOLTAGE:VDC480
LABEL LOCATION:
INVERTER(S), DC DISCONNECT(S).
PER CODE(S): NEC 2020: 690.53
WARNING: PHOTOVOLTAIC
POWER SOURCE
WARNING: PHOTOVOLTAIC
POWER SOURCE
LABEL LOCATION:
INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT,
AT EACH TURN, ABOVE AND BELOW PENETRATIONS,
ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS.
PER CODE(S): NEC 2020: 690.31(D)(2), IFC 2012:
605.11.1.4 CAUTION:
134 COUNTRY CLUB DR, BARNSTABLE, MA, 02675
PER CODE(S): NEC 2020 : 705.10, 710.10
MULTIPLE SOURCES OF POWER
LABEL LOCATION:
INSTALLED WITHIN 3' OF RAPID SHUT DOWN
SWITCH PER CODE(S): NEC 2020: 690.56(C)(2), IFC
2012: 605.11.1, IFC 2018: 1204.5.3
RAPID SHUTDOWN SWITCH
FOR SOLAR PV SYSTEM
WARNING!
SOURCES: UTILITY GRID
AND PV SOLAR ELECTRIC
SYSTEM
DUAL POWER SUPPLY
LABEL LOCATION:
UTILITY SERVICE METER AND MAIN
SERVICE PANEL.
PER CODE(S): NEC 2020: 705.12(C)
!
DO NOT ADD LOADS
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
WARNING
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): NEC 2020: 705.12(D)(2)(3)(c)
SOLAR PANELS ON
ROOF
SERVICE
ENTRANCE
FUSED AC
DISCONNECT
PV LOAD CENTER
INVERTER (EXT)
PRODUCTION METER
MAIN PANEL (INT)
(E)PV ARRAY
(E) PV EQUIPMENT
NOTICE
PV SYSTEM COMBINER PANEL
DO NOT ADD LOADS TO THIS PANEL
projects@evengineersnet.com
http://www.evengineersnet.com
276-220-0064
7/15/2022
RE: Structural Certification for Installation of Residential Solar
JEFFREY VIAMARI:134 COUNTRY CLUB DR, BARNSTABLE, MA, 02675
Attn: To Whom It May Concern
Design Criteria
Code 2015 IRC (ASCE 7-10)-CMR 780 9th Ed
Risk category II Wind Load (component and Cladding)
Roof Dead Load Dr 10 psf V 140 mph
PV Dead Load DPV 3 psf Exposure C
Roof Live Load Lr 20 psf
Ground Snow S 30 psf
If you have any questions on the above, please do not hesitate to call.
Sincerely,
Vincent Mwumvaneza, P.E.
EV Engineering, LLC
projects@evengineersnet.com
http://www.evengineersnet.com
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. From the field observation report, the roof is made of Composite
shingle roofing over roof plywood supported by 2X10 Rafters at 16 inches. The slope of the roof was
approximated to be 44 degrees.
After review of the field observation data and based on our structural capacity calculation, the existing roof
framing has been determined to be adequate to support the imposed loads without structural upgrades.
Contractor shall verify that existing framing is consistent with the described above before install. Should they
find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity
calculations were done in accordance with applicable building codes.
1/1
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http://www.evengineersnet.com
276-220-0064
Structural Letter for PV Installation
7/15/2022
Job Address:134 COUNTRY CLUB DR
BARNSTABLE, MA, 02675
Job Name:JEFFREY VIAMARI
Job Number:220715JV
Scope of Work
Table of Content
Sheet
1 Cover
2 Attachment checks
3 Snow and Roof Framing Check
4 Seismic Check and Scope of work
Engineering Calculations Summary
Code 2015 IRC (ASCE 7-10)-CMR 780 9th Ed
Risk category II
Roof Dead Load Dr 10 psf
PV Dead Load DPV 3 psf
Roof Live Load Lr 20 psf
Ground Snow S 30 psf
Wind Load (component and Cladding)
V 140 mph
Exposure C
References
NDS for Wood Construction
Sincerely,
Vincent Mwumvaneza, P.E.
EV Engineering, LLC
projects@evengineersnet.com
http://www.evengineersnet.com
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of
the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per
manufacturer's approved installation specifications.
1/1
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276-220-0064
Wind Load Cont.
ASCE 7-10 Table 1.5-1
140 mph ASCE 7-10 Figure 26.5-1A
ASCE 7-10 Sec 26.7.2
ASCE 7-10 Sec 26.7.3
ASCE 7-10 Sec 26.8.2
44.0 Degrees
ASCE 7-10 Figure 30.5-1
3.60 ft ASCE 7-10 Figure 30.5-1
Uplift (0.6W)Zone 1 (psf)Zone 2 (psf)Zone 3 (psf)
Pnet30=-29.3 -35.3 -35.3 Figure 30.5-1
Pnet = 0.6 x λ x KZT x Pnet30)=21.29 25.64 25.64 Equation 30.5-1
Downpressure (0.6W)Zone 1 (psf)Zone 2 (psf)Zone 3 (psf)
Pnet30=32.1 32.1 32.1 Figure 30.5-1
Pnet = 0.6 x λ x KZT x Pnet30)=23.28 23.28 23.28 Equation 30.5-1
Rafter Attachments: 0.6D+0.6W (CD=1.6)
Connection Check
Attachement max. spacing=5.4 ft
5/16" Lag Screw Withdrawal Value=205 lbs/in
2.5 in
Allowable Capacity=512.5
0.6D+0.6W Dpv+0.6W
Zone Trib Width Area (ft)Uplift (lbs)Down (lbs)
1 5.4 14.9 289.4 390.3
2 5.4 14.9 354.0 390.3
3 3 8.3 196.7 216.8
Max=354.0 <512.5
CONNECTION IS OK
Lag Screw Penetration
Exposure =C
Risk Category =II
Wind Speed (3s gust), V =
Roughness =C
1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind
uplift governs
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count.
Topographic Factor, KZT =1.00
Pitch =
Adjustment Factor, λ =1.21
a =
Where a: 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than 4% of least
horizontal dimension or 3ft (0.9m)
1/1
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276-220-0064
Vertical Load Resisting System Design
Roof Framing Rafters
Pg=30 psf ASCE 7-10 , Section 7.2 pf = 21 psf
Ce=0.9 ASCE 7-10 , Table 7-2 pfmin. = 25.0 psf
Ct =1.1 ASCE 7-10 , Table 7-3 ps = 25 psf 14.4 plf
Is =1.0 ASCE 7-10 , Table 1.5-1 CS 0.433
Max Length, L =10.42 ft
Tributary Width, WT =16 in
Dr =10 psf 13.33 plf
PvDL =3 psf 4 plf
Load Case: DL+0.6W
Pnet+ Ppvcos(θ)+PDL=48.4 plf
Max Moment, Mu =302 lb-ft Conservatively
Pv max Shear 390.3 lbs
Max Shear, Vu=wL/2+Pv Point Load =481 lbs
Load Case: DL+0.75(0.6W+S))
0.75(Pnet+Ps)+ Ppvcos(θ)+PDL=50 plf
Mdown=314 lb-ft
Mallowable = Sx x Fb' (wind)=3157 lb-ft >314 lb-ft OK
Load Case: DL+S
Ps+ Ppvcos(θ)+PDL=31 plf
Mdown=191 lb-ft
Mallowable = Sx x Fb' (wind)=2269 lb-ft >191 lb-ft OK
Max Shear, Vu=wL/2+Pv Point Load =481 lbs
Member Capacity
SPF #1/#2
2X10 CL CF Ci Cr
Fb =875 psi 1.0 1.1 1.0 1.15 1107 psi
Fv =135 psi N/A N/A 1.0 N/A 135 psi
E =1400000 psi N/A N/A 1.0 N/A 1400000 psi
Depth, d =9.25 in
Width, b =1.5 in
Cross-Sectonal Area, A =13.875 in2
Moment of Inertia, Ixx =98.9316 in4
Section Modulus, Sxx =21.3906 in3
Allowable Moment, Mall = Fb'Sxx =1973.1 lb-ft DCR=Mu/Mall =0.09 < 1 Satisfactory
Allowable Shear, Vall = 2/3Fv'A =1248.8 lb DCR=Vu/Vall =0.38 < 1 Satisfactory
Design Value Adjusted Value
1/1
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Siesmic Loads Check
Roof Dead Load 10 psf
% or Roof with Pv 17%
Dpv and Racking 3 psf
Averarage Total Dead Load 10.5 psf
Increase in Dead Load 2.0%OK
Limits of Scope of Work and Liability
The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
We have based our structural capacity determination on information in pictures and a drawing set titled PV
plans -JEFFREY VIAMARI. The analysis was according to applicable building codes, professional engineering and
design experience, opinions and judgments. The calculations produced for this structure's assessment are only
for the proposed solar panel installation referenced in the stamped plan set and were made according to
generally recognized structural analysis standards and procedures.
1/1
DESCRIPTION:
PART NUMBER(S):
DRAWN BY:
SNAPNRACK, RL UNIVERSAL, SPEEDSEAL™ MOUNT
KIT
242-92642
mwatkins Solar Mounting Solutions
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY
REPRODUCTION, DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE
WRITTEN CONSENT OF SUNRUN SOUTH LLC.
595 MARKET STREET, 29TH FLOOR ● SAN FRANCISCO, CA 94105 USA
PHONE (415) 580-6900 ● FAX (415) 580-6902A
REVISION:
MATERIALS:
DESIGN LOAD (LBS):
ULTIMATE LOAD (LBS):
TORQUE SPECIFICATION:
CERTIFICATION:
WEIGHT (LBS):
6000 SERIES ALUMINUM, STAINLESS STEEL, FOAM
623 UP, 674 DOWN, 505 SIDE
N/A
12 LB-FT
UL 2703, FILE E359313; WIND-DRIVEN RAIN TEST FROM UL SUBJECT 2582
1.39
PARTS LIST
DESCRIPTIONQTYITEM
SNAPNRACK, SPEEDSEAL TRACK, 7-1/2IN, SEALING, MILL11
SNAPNRACK, RL UNIVERSAL, MOUNT12
1
2
DESCRIPTION:
PART NUMBER(S):
DRAWN BY:
SNAPNRACK, RL UNIVERSAL, SPEEDSEAL™ MOUNT
KIT
242-92642
mwatkins
Solar Mounting Solutions
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY
REPRODUCTION, DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE
WRITTEN CONSENT OF SUNRUN SOUTH LLC.
595 MARKET STREET, 29TH FLOOR ● SAN FRANCISCO, CA 94105 USA
PHONE (415) 580-6900 ● FAX (415) 580-6902A
REVISION:
ALL DIMENSIONS IN INCHES
3.594.591.50
1.09
2.37
7.50
3.751.59
.33
2.39
.10.32 1.28
.10
3.10
www.jasolar.com
Specifications subject to technical changes and tests.
JA Solar reserves the right of final interpretation.
Assembled with multi-busbar PERC cells, the half-cell configuration of the modules offers the
advantages of higher power output, better temperature-dependent performance, reduced
shading effect on the energy generation, lower risk of hot spot, as well as enhanced tolerance
for mechanical loading.
340W MBB Ha l f -Cel l Modu l eMonoJAM60S10 320-340/MR Series
IEC 61215, IEC 61730đUL 61215, UL 61730
ISO 9001: 2015 Quality management systems
ISO 14001: 2015 Environmental management systems
OHSAS 18001: 2007 Occupational health and safety manage-
ment systems
IEC TS 62941: 2016 Terrestrial photovoltaic (PV) modules –
Guidelines for increased confidence in PV module design
Comprehensive Certificates
Introduction
Less shading and lower resistive loss
Higher output power
Better mechanical loading tolerance
Lower LCOE
12-year product warranty
25-year linear power output warranty
Superior Warranty
JA Linear Power Warranty Industry Warranty
100%
97.5%
90%
80%
51 10 15 20 25 year
JAM60S10 320-340/MR Series
CHARACTERISTICS
ELECTRICAL PARAMETERS AT STC
TYPE
Rated Maximum Power(Pmax) [W]
Open Circuit Voltage(Voc) [V]
Maximum Power Voltage(Vmp) [V]
Short Circuit Current(Isc) [A]
Maximum Power Current(Imp) [A]
Module Efficiency [%]
Power Tolerance
Temperature Coefficient of Isc(α_Isc)
Temperature Coefficient of Voc(β_Voc)
Temperature Coefficient of Pmax(γ_Pmp)
STC
JAM60S10
-320/MR
320
40.60
33.73
10.16
9.49
19.0
JAM60S10
-325/MR
325
40.87
33.97
10.23
9.57
19.3
JAM60S10
-330/MR
330
41.08
34.24
10.30
9.64
19.6
JAM60S10
-335/MR
335
41.32
34.48
10.38
9.72
19.9
JAM60S10
-340/MR
340
41.55
34.73
10.46
9.79
20.2
0~+5W
+0.044%/℃
-0.272%/℃
-0.350%/℃
Irradiance 1000W/m²,cell temperature 25℃, AM1.5G
Remark: Electrical data in this catalog do not refer to a single module and they are not part of the offer.They only serve for comparison among different module types.
Remark: customized frame color and cable length available upon request
Version No. : US_EN_20191220A
SPECIFICATIONSMECHANICAL DIAGRAMS
Cell
Weight
Dimensions
Cable Cross Section Size
No. of cells
Junction Box
Connector
Mono
18.7kg±3%
1689±2mm×996±2mm×35±1mm
4mm²č12AWG)
120(6×20Ď
IP68, 3 diodes
QC 4.10-35č1500VĎ
30 Per Pallet
Portrait:300mm(+)/400mm(-);
Landscape:1000mm(+)/1000mm(-)
Voltage(V)
1000W/m²
800W/m²
600W/m²
400W/m²
200W/m²Current(A)0 10 20 30 40
Current-Voltage Curve JAM60S10-335/MR
Power-Voltage Curve JAM60S10-335/MR
Voltage(V)Power(W)0 10 20 30 40
1000W/m²
800W/m²
600W/m²
400W/m²
200W/m²
350 10
8
6
4
2
0
Current-Voltage Curve JAM60S10-335/MR
Voltage(V)Current(A)0 10 20 30 40
10℃
25℃
40℃
55℃
70℃
35±1
11501400149
R4.5
4.2
946
100
70Draining holes 8 places
Mounting holes 8 places
Grounding holes 10 places
Label
Enlarge view of
mounting hole(10:1)
Packaging Configuration
Cable Length
(Including Connector)
OPERATING CONDITIONS
Maximum System Voltage
Operating Temperature
Maximum Series Fuse
Maximum Static Load,Front
Maximum Static Load,Back
NOCT
Fire Performance
1000V/1500V DC(UL)
-40℃~+85℃
20A
5400Pa(112 lb/ft²Ď
2400Pa(50 lb/ft²Ď
45±2℃
Type 1Irradiance 800W/m², ambient temperature 20℃
wind speed 1m/s, AM1.5G
ELECTRICAL PARAMETERS AT NOCT
996±2
1689±2QC 4.10č1000VĎ
COMPLETED INSTALLATION
COMPLETED INSTALLATION
SECTION VIEW
DETAIL A
A
DESCRIPTION:DRAWING NUMBER:SCALE:DESIGNER:
APPROVED BY:
REVISION:
Sunrun South LLC
595 MARKET STREET, 29TH FLOOR Ɣ SAN FRANCISCO, CA 94105 USA
PHONE (415) 580-6900 Ɣ FAX (415) 580-6902
THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY
REPRODUCTION, DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE
WRITTEN CONSENT OF SUNRUN SOUTH LLC.
RL UNIVERSAL, ATTACHMENT DETAIL,
SPEEDSEAL TRACK ON COMPSNR-DC-00436
1 11/11/2019 NEW DETAIL
2 7/7/2020 NU001109
REV:
2DATE:
NTS
7/7/2020
DRAFTER:B.PETERSON
W.ARBUCKLE
D.RYAN
Solar Mounting Solutions
BDP
DR
SNAPNRACK RL UNIVERSAL SPEEDSEAL TRACK COMPOSITION
ROOF MOUNTING
EMBED P5 16 " LAG SCREW 2-1/2" INTO THE ROOF
STRUCTURAL MEMBER / RAFTER
FOR TORQUE SPECIFICATIONS SEE INSTALLATION MANUAL
ROOF RAFTER (TYP.)
ROOF ATTACHMENTS SHALL
BE EMBEDDED INTO
ROOF RAFTERS OR OTHER
STRUCTURAL MEMBERS
ROOF SHEATHING, UNDERLAYMENT,
AND ROOFING MATERIAL (TYP.)
ROOF DECKING
ROOFING MATERIAL
ROOFING
MATERIAL
2-1/2" MIN. EMBEDMENT
INTO RAFTER OR
STRUCTURAL MEMBER
RAFTER
ROOF SHEATHING
PILOT HOLE
CENTER OF COURSE
P 5
16" S.S. LAG SCREW
2-1
2" MINIMUM EMBEDMENT
SPEEDSEAL TRACK
WASHER
SPEEDSEAL TRACK
SHOULD BE INSTALLED
PARALLEL TO RAFTER
SPEEDSEAL TRACK
FOAM DAM
P 5
16" S.S. LAG SCREW
WASHER
ROOFING MATERIAL
SPEEDSEAL TRACK
YARMOUTH PORT, MA 02675
350001
CUMMAQUID GOLF CLUB
PO BOX 182
Property ID:
YARMOUTH PORT, MA 02675
350017
VIAMARI, JEFFREY R & ANGELIQUE K
134 COUNTRY CLUB DRIVE
Property ID:
CUMMAQUID, MA 02637
350018
BURKE, PAUL E JR & TANNER, DIANNE P
PO BOX 154
Property ID:
NAPLES, FL 34102
350025
MACARTHUR, ROBERT S
1525 OSPREY AVE
Property ID:
YARMOUTH PORT, MA 02675
350038
LEEN, NORMAN E JR
131 COUNTRY CLUB DR
Property ID:
CUMMAQUID, MA 02637
350046
MCTAGUE, MARY ELLEN
P O BOX 315
Property ID: