24-A007 43 Arrowhead Drive DeniedRECEIVED
IN
°sY� TOWN OF YARMOUTHREG
µ
�o
��?3 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 �? ° • 2-
DEC =
Telephone (508) 398-2231 Ext. 1292-Fax (508) 398-0836
>A"" L ING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
`)I n uFnir_.�.4 ,K. O MITTEE
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 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: 43 Arrowhead Drive, Yarmouth, MA 02675 Map/Lot # 115/99
Owner(s): Richard Buckel Phone #: 508-776-7213
All applications must be submitted by owner or accompanied by letter from owner approving submittal of application.
Mailing address: 43 Arrowhead Drive, Yarmouth, MA 02675 Year built: 1977
Email: richardbuckel@yahoo.com Preferred notification method:
Agentrcontractor: Daniel Rubin/Freedom Forever MA LLC Phone #:
Mailing Address: 135 Robert Treat Paine Drive, Taunton, MA 02780
Phone Email
Email: permitsouthshorema@freedomforever.com Preferred notification method: Phone x Email
Description of Proposed Work:
Install of roof mounted PV solar panels -system size of 7.315Kw-19 pv panels-150A-no battery storage to be installed
Roof Mounted Solar Array Size: 390.38
19 Roof Mounted Solar Panels facing Arrowhead Drive
Signed (Owner or agent): Z�IAek>fl
DENIED
Date: 12/27/2023
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 1 D-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 & final inspections.
ror�ommiltteeru^se onI
Rcvd Date: 1 f 01
Amount V.0J
Cash/CK #: 2gild
Rcvd by: L ( S
45 Days:
Date Signed:
Approved Approved with _Modifications i/ Denied
Reason for Denial:
1 APPLICATION #: q-) " 0 f
44x'-TOWN OF YARMOUTH
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451
Telephone (508) 398-2231 Ext.1292 Fax (508) 398-0836
STATEMENT OF UNDERSTANDING
CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN
As property owner/contractor/agent for construction at q 3 AvTW f ,
Map/Lot 05 M1
C/A # �?q—T1yV 7 Approval Date:
I certify that I understand the following requirements regarding any changes that may
be required for this project:
In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972
CMR Rules and Regulations: Only minor changes may be approved by the Committee
without the filing of a new application and a new hearing. Minor changes include
alterations that can be done without a detrimental impact on the overall appearance of
the project such as altering a single window or door change or a minor change of
colors. All minor changes by amendment will require the local Committee's or its
designee's approval.
All changes to previously OKH approved plans require notification to and approval
from the local OKH Committee. Change requests must be submitted to the Committee
in writing on the appropriate request form, which may be obtained from the OKH office.
All change approvals must be obtained before incorporating the change into the
project.
If the change has been implemented prior to receipt of OKH approval, a Minor Change
approval or Certificate of Appropriateness application for the revised plans is still
required and will result in a doubled filing fee for the appropriate category of work.
Failure to comply with the above statements will result in the Building Department
issuing a stop -work order or delaying the issuance of an Occupancy Permit or final
inspection approval.
I have read and understand the above statements.
Date:
Signed:
(Owner/Contractor/Agent)
Signed:
(Chairman, Old King's Highway Committee)
HAOKH COMMITTEEbApplicalion FormsL5lalemenl of Understanding 2015_docx
Updated 1212015
Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
45-DAY TIMEFRAME
WAIVER
Application
Project Address: 43 Arrowhead Drive, Yarmouth, MA 02675
Application Received Date: 12/21/2023
45 Day Decision Deadline: 21I�blf
IIWe, 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:
no battery storage to be installed
Roof Mounted Solar Array Size: 390.38
19 Roof Mounted Solar Panels facing Arrowhead Drive
Date: 12/27/2023
ECF@VFD
DEC 28?.0?3
TAmlyluu I f,
Signed: - Z
Owner
Owner
/fY 16,4e�411
Contractor/Agent
TOWN OF YARMOUTH
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
2023 MEETING SCHEDULE
2q-Avo7
GENERAL SPECIFICATION SHEET
Project Address: 43 Arrowhead Drive, Yarmouth, MA 02675
FOUNDATION: Material:
CHIMNEY: Mate riallColor:
ROOF: Material: Asph/F GIs/Cmp
SIDING: Material/Style: Front:
Color: Front:
Exposure (Not to exceed 18"):
GUTTERS: Material/Color:
Pitch (7112 min) 7/12 Height to Ridge. 20 Color: brown
TRIM: All windows & doors to be trimmed with
Material:
DOORS: Qty: Material:
Style/Size (if not listed/shown on elevations):
STORM DOORS: Qty: Material:
GARAGE DOORS: Qty: MatT
WINDOWS: Q !side:: Front: Left:
ManufacturerlSeries:
Grilles (Required) Pattern (616, 211, etc.)
Snap -In: Between Glass:
STORM WINDOWS: Qty: Mater
Sides/Rear:
Sides/Rear:
1x 4 1x5 (Circle one.)
Color:
Color:
Color:
_ Style: Color:
_ Right: Rear: Color:
Material:
_ Grille Ty, -. True Divided Lite: _
Permanently Applied: Exterior
Color:
SHUTTERS: MatT Style: Paneled Louvered Color:
SKYLIGHTS: Qty: Fixed Vented Size Color:
Interior
COLOR CHIPS
DEC w 8 20023
✓H iKluui ! t,
DECK: Size: Decking MatT Color:
Railing MatT Style: Color:
WALLSIFENCES* (Max 6' height): Height: MatT
Style: Color:
(Show 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:
Location(s):
Material:
Color:
Additional information:
Install of roof mounted PV solar panels -system size of 7.315Kw-19 pv panels-150A-no battery storage to be installed
Roof Mounted Solar Array Size: 390.38
19 Roof Mounted Solar Panels facing Arrowhead Drive
2-General
APPLICATION #: 12P_/0
TOWN OF YARMOUTH
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
ABUTTERS' LIST
Applicant's (Owner) Name: Richard Buckel
Property Address/Location. 43 Arrowhead Drive, Yarmouth, MA 02575
Hearing Date: I W)qtf
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
Map Number Lot Number
Applicant Information:
Abutter Information:
ECEIVED ,
DEC S 8 202
�AKIVIUU t r, t
— e, Ljir_uWev
115/4007
1 ��3
15
Cli6 ! `I
I�
1 r 7YI
115' i
Application #: %q• 'AD
8.2018 3
n
1
TOWN OF YARMOUTH
1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 42664-4451
1151 115! 1 1
VENNBERG PHYLLIS B
48 ARROWHEAD DR
YARMOUTH PORT, MA 02675
1151 1141 1 !
EVANS SHAWN P
42 ARROWHEAD DR
YARMOUTH PORT, MA 02675
1151 1001 1 !
DIPIETRO III GUIDO A
DIPIETRO KATHLEEN K AND GUIDO A
37 ARROWHEAD DR,
YARMOUTH PORT, MA 02675
1151 991 1 1
BUCKEL RICHARD C
43 ARROWHEAD DRIVE
YARMOUTH PORT, MA 02675
1151 981 1 1
KEVORKIAN BARRY L TR
ARROWHEAD DRIVE RLTY TRUST
P O BOX 358
CUMMAQUID , MA 02637-0358
1151 91.21 ! 1
TOWN OF YARMOUTH
1146 ROUTE 28
SOUTH YARMOUTH , MA 02664
Please use this signature to certify this list of properties
directly abutting and across the street from the parcel located at:
43 Arrowhead Dr,, Yarmouth Port, MA 02675
Assessor Map 1151 Lot 99
Andy M#hado, Director of Assessing
January 4, 2024
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PF8ARUN CORP
December 23, 2023
RE:
Project Address:
Design Criteria:
CERTIFICATION LETTER
RICHARD BUCKEL
43 ARROWHEAD DRIVE
YARMOUTH, MA 02675
Applicable Codes = 2015 IBC/IEBC W/1780 CMR) 9th Edition, 2015 IRC W/(780 CMR) 9th Edition, ASCE 7-10 and 2015 NDS
Risk Category = II
Wind Speed = 140 mph, Exposure Category C, Partially/Fully Enclosed Method
Ground Snow Load - 30 psf
Roof 1: 2 x 6 @ 16" OC, Roof DL = 8 psf, Roof LL/SL = 25 psf (Non-PV), Roof LL/SL - 16.7 psf (Pi
To Whom It May Concern,
A structural evaluation of loading was conducted for the above address based on the design criteria listed above.
Existing roof structural framing has been reviewed for additional loading due to installation of Solar PV System on the roof. The structural
review applies to the sections of roof that is directly supporting the Solar PV System.
Based on this evaluation, I certify that the alteration to the existing structure by installation of the Solar PV System meets the prescriptive
compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above.
Additionally, the Solar PV System assembly (including attachment hardware) has been reviewed to be in accordance with the manufacturer's
specifications and to meet and/or exceed the requirements set forth by the referenced codes.
Sincerely,
XIAOJIAN Digitally XIAOJIANIXIEe -
XIE 1Date: i 2023.12.2,
8 05 00
SK OF
XIE
CIVIL
g� No 56838
,''ia„ �G�ST�R�- `ca�
�+ ft"AL `
D
ow KING S cif H
This document is the property of Bantn Corp and cannot be reproduced wdhoi,; pror cons .. ent :.,i.:, specific and shall not be transferfed to any other propertyr
property owner, perscn(si, or entity. This documentn may inciude aexpression of professional opinion by the engineer of record. which is based on his or her best
knowledge. information provided by others. and belief. Other professionals may have different opinions. Bann Carp reserves the right to amend andror supplement
INS document in the event additional information be uncovered or lnade a.ailabie.
Barun Corp I Design and Engineering 1610.202.4506 � chrisk@baruncorp.coni I www.baruncorp.com 1/5
BARUN CORP RESULTS SUMMARY
RICHARD BUCKEL, 43 ARROWHEAD DRIVE, YARMOUTH, MA 02675
MOUNTING PLANE STRUCTURAL EVALUATION
MOUNTING PLANE
ROOF PITCH
RESULT
GOVERNING ANALYSIS
Roof 1
30,
IEBC IMPACT CHECK
STANDOFF HARDWARE EVALUATION FOR WIND UPLIFT
MOUNTING PLANE WIND UPLIFT DCR
Roof 1 97.1%
REFCFIwlpI
i
DEC 2 g l ;
dLD--�S_ HIGH WAv
Limits of scope of Work and Liability:
The existing structure has been reviewed based on the assumption that it has been originally designed and constructed per appropriate
codes. The structural analysis of the subject property is based on the provided site survey data. The calculations produced for this
structure's assessment are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were
made according to generally recognized structural analysis standards and procedures. All PV modules, racking and attachment
components shall be designed and installed per manufacturer's approved guidelines and specifications. These plans are not stamped far
water leakage or existing damage to the structural component that was not accessed during the site survey. Prior to commencement of
work, the PV system installer should verify that the existing roof and connections are in suitable condition and inspect framing noted on
the certification letter and inform the Engineer of Record of any discrepancies prior to installation. The installer should also check for any
damages such as water damage, cracked framing, etc. and inform the Engineer of Record of existing deficiencies which are unknown
and/or were not observable during the time of survey and have not been included in this scope of work. Any change in the scope of the
work shall not be accepted unless such change, addition, or deletion is approved in advance and in writing by the Engineer of Record.
Barun Corp I Design and Engineering 1 610.202,4506 1 chrisk@baruncorp.com I www.baruncorp.coni 2/5
�)q-AW7
PV PANELS DEAD LOAD (PV-DL)
PV Panels Weight
Hardware Assembly Weight
= 2.50 psf
= 0.50 psf
Total PV Panels
PV-DL = 3.00 psf
ROOF DEAD LOAD (R-DL)
Existing Roofing Material Weight
Underiayment Weight
Plywood/0513 Sheathing Weight
Framing Weight
No Vaulted Ceiling
Miscellaneous
Composite Shingle Roof 1 Layer(s)
- 2.50 psf
= 0.50 psf
= 1.50 psf
= L72 psf
= 0.00 psf
= 1.50 psf
2 x 6 @ 16 in. O.C.
Total Roof Dead Load
R-DL = 7.70 psf
REDUCED ROOF LIVE LOAD (Lr)
Roof Live Load
Lo = 20.00 psf
Member Tributary Area
At < 200 ft'
Roof 1 Pitch
30` or 7/12
Tributary Area Reduction Factor
R1 = 1.00
Roof Slope Reduction Factor
R2 - 0.85
Reduced Roof Live Load, Lr = Lo (1111) (R2)
Lr = 17.00 psf
SNOW LOAD
Ground Snow Load
pg = 30.00 psf
Effective Roof Slope
30'
Snow Importance Factor
Is - 1.00
Snow Exposure Factor
Ce = 1.00
Snow Thermal Factor
Ct = 1.10
Minimum Flat Roof Snow Load
pf-min = 25.00 psf
Flat Roof Snow Load
pf = 25.00 psf
SLOPED ROOF SNOW LOAD ON ROOF (Non -Slippery Surfaces)
Roof Slope Factor
Cs -roof = 1.00
Sloped Roof Snow Load on Roof
ps-roof = 25.00 psf
SLOPED ROOF SNOW LOAD ON PV PANELS (Unobstructed Slippery Surfaces)
Roof Slope Factor
Cs-PV = 0.67
Sloped Roof Snow Load on PV Panels
ps-PV = 16.70 psf
FI Y FID
f�
DEC 2 8 202q
yAHowiUu i r
OLD KING'S HIGHWAY
Barun Corp j Design and Engineering 1610.202.4506 1 chrisk@baruncorp.com I wwwr.baruncorp.com 3/5
Roof Dead Load (DL) =
Roof Live Load (Lr) =
Roof Snow Load (SL) _
(DL + Lr)/Cd =
(DL+ 5L)/Cd =
Maximum Gravity Load =
EXISTING
WITH PV PANELS
7.70
10.70
17.00
0.00
25.00
16.70
EXISTING
WITH PV PANELS
19.76
11.89
28.43
23.83
28.43
23.83
Load Increase -16.21% OK
p5f
p5f
psf
psf
psf
psf
The requirements of section 807.4 of 2015 IEBC are met and the structure is permitted to remain unaltered.
Yu1NAY 1
Barun Corp I Design and Engineering 1610.202.4506 1 chrisk@baruncorp.com I www.baruncorp.com 4/5
SITE INFORMATION
Ultimate Wind Speed =
140.00 mph
Roof Pitch =
30,
Risk Category =
II
Roof Type =
Gable
Exposure Category =
C
Velocity Pressure Exposure Coefficient, Kz =
0.90
Mean Roof Height =
20.00 ft
Topographic Factor, Kzt =
1.00
Solar Array Dead Load =
3,00 psf
Wind Directionality Factor, Kd =
0.85
a =
3.00 ft
Ground Elevation Factor, Ke =1
1.00
DESIGN CALCULATIONS
Wind Velocity Pressure, qh =
38.47 psf
(0.00256*Kz*Kzt*Kd*Ke*(VA 2))
Solar Array Pressure Equalization F tor,ya=l
0.60
Allowable Load =
530.15 ibs JSPF, #12 Wood Screw x 2, 2" Embedment
Array Edge Factor, yE =
1.50
Exposed Condition
Max. X - Spacing (Zone 1 - 2r) =
Max. Y - Spacing (Zone 1 - 2r) =
4.00 ft
Effective Wind Area
13.60 ft'
3.40 ft
Max. X - Spacing (Zone 2n & 3r) =
Max. Y - Spacing (Zone 2n & 3r) =
4.00 ft
Effective Wind Area
13.60 ft'
3.40 ft
Max. X - Spacing (Zone 3e) =
Max. Y - Spacing (Zone 3e) =
3.33 ft
Effective Wind Area
5.66 ft'
1.70 ft
ROOF ZONE
GCp (-) UPLIFT
UPLIFT PRESSURE
PULLOUT FORCE
1- 2r
-1,67
-33.06 psf
449.61 Ibs
2n & 3r
-1.90
-37.86 psf
514.85 Ibs
3e
-2.74
-55.43 psf
313.72 Ibs
NOTE:
• Wind calculation is based on ASCE 7-16, 29A - C&C, LC q7: 0.6DL+0.6WL is used.
------------
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Barun Corp I Design and Engineering 1610,202.4506 1 chrisk@baruncorp.com I www.baruncorp.com 5/5
2 "1 rA)0-7
ROOF MOUNT PHOI
1 CODES: CONSTRUCTION NOTES:
THIS PROJECT COMPLIES WITH THE FOLLOWING:
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL RESIDENTIAL CODE
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL PLUMBING CODE
2018 INTERNATIONAL FUEL GAS CODE
2018 INTERNATIONAL ENERGY CONSERVATION CODE
2015 INTERNATIONAL EXISTING BUILDING CODE
2018 INTERNATIONAL SWIMMING POOL AND SPA CODE
2020 NATIONAL ELECTRICAL CODE
AS ADOPTED BY TOWN OF YARMOUTH
VICINITY MAP:
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SITE LOCATION
TABLE OF CONTENTS:
PV-1
SITE LOCATION
PV-2
SITE PLAN
PV-2A
ROOF PLAN WITH MODULES LAYOUT
PV-213
ROOF AND STRUCTURAL TABLES
PV-3
MOUNTING DETAILS
PV-4
THREE LINE DIAGRAM
PV-5
CONDUCTOR CALCULATIONS
PV-6
EQUIPMENT & SERVICE LIST
PV-7
LABELS
PV-7A
SITE PLACARD
PV-8
OPTIMIZER CHART
PV-9
SAFETY PLAN
PV-10
SAFETY PLAN
APPENDIX
MANUFACTURER SPECIFICATION SHEETS
CONDUIT AND CONDUCTOR SPECIF
ARE NOT MEANT TO LIMIT UP-SIZIN
ALL SOLAR ENERGY SYSTEM EQUII
POSSIBLE AND SHALL BE PAINTED
MOUNTED.
MODULES SHALL BE TESTED, LISTI
ACCORDANCE WITH UL 2703. SMOH
SECTION R314 AND 315 TO BE VERI
DIG ALERT (811) TO BE CONTACTE[
EXCAVATION TAKING PLACE
PHOTOVOLTAIC SYSTEM GROUND
DC DISCONNECT/INVERTER AS PEF
SOLAR PHOTOVOLTAIC SYSTEM E(
REQUIREMENTS OF ART. 690 OF TI-
THE MAIN SERVICE PANEL WILL BE
UTILITY COMPANY WILL BE NOTI FIE
SOLAREDGE OPTIMIZERS ARE LIST
INSTALL CREW TO VERIFY ROOF S'
ATTACHED TO THE ROOF USING Cf
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MAIN SERVICE
PANEL
TOTAL ROOF AREA: 2022 SQ FT
TOTAL ARRAY AREA: 390.38 SQ FT
ARRAY COVERAGE: 19.31 %
SYSTEM DISTRIBUTED WEIGHT: 2.29 LBS
ROCKIT SMART SLIDE POINT -LOAD: 28.79
LBS
FIRE
P)
ROOF PLAN
SCALE: 118" = 1'-0"
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TABLE 1- ARRAY INSTALLATION
ROOF
PITCH
ROOFING TYPE
ATTACHMENTTYPE
FRAMING TYPE
MAX UNBRACED
LENGTH(FT.)
STRUCTURAL
ANALYSIS RESULT
ROOF 1
30
Comp Shingle
Ecofasten Rocklt Smart Slide
2x6 @ 16" O.C.
13,25
PASS PER IEBC
I. CONTRACTOR TO VERIFY FRAMING TYPF AND MAX UNBRACFD LENGTH PRIOR TO INSTALLATION. IF THE ABOVE INFORMATION DOES NOT MATCH FIELD CONDITIONS, NOTI
2. WHERE COLLAR TIES OR RAFTER SUPPORTS EXIST, CONTRACTOR SHALL USE RAFTERS WITH COLLAR TIES AS ATTACHMENT POINTS.
3. MAX RAIL OVERHANG APPLICABLE FOR RAILED ATTACHMENT INSTALLATIONS.
WITH 2" MIN. EMBEDMENT
AND FLAT WASHER
SOLAR PV ARRAY SECTION VIEW
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SINGLE 120-VOLT SUPPLY
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NEC 710.15(C) & 692.9 (C)
AWARNING DUAL POWER SOURCE
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NEC 705.12(D) & NEC 690.59
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TURN OFF PHOTOVOLTAIC
AC DISCONNECT PRIOR TO
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NEC 110,27(C) & OSHA 1910.145(F)(7)
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ELECTRICAL SHOCK HAZARD
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706.15(C)(4) & 690.13(B)
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THIS EQUIPMENT FED BY
MULTIPLE SOURCES:
TOTAL RATING OF ALL OVERCURRENT
DEVICES EXCLUDING MAIN POWER
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NEC 705.12(B)(3)(3)
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NEC 690.31(E)
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JOB HAZAR
Crew leader to fill out all sections below, hold a pre -job safety meeting with all pe
Ladder Access
• Ladders must be inspected before each use.
• Extension ladders must be set up on a firm and level surface at
a 4-to-1 rise to run angle (or 75 degrees) and the top must be
secured to the structure. Extension style ladders placed on
uneven, loose or slippery surfaces must additionally have the
base firmly anchored or lashed so the base will not slip out.
• Extension ladders must be used with walk-through devices or
the ladder must extend 36" above the stepping off point.
• A -frame ladders must only be climbed with the ladder spreader
bars locked in the open position; A -frame ladders shall not be
climbed while in the closed position (ex, closed and used while
leaned against a structure).
• Additional notes:
Mobile Equipment
• Only Qualified operators will operate equipment; operators must
maintain a certification on their person for the equipment being
operated.
• Type(s) of mobile equipment (Type/Make/Model):
• Qualified operator(s):
Material Handling and Storage
• Materials will be staged/stored in a way that does not present a
hazard to client, personnel or public. Materials stored on the
roof will be physically protect from failing or sliding off.
Fall Protection
• A site -specific plan for fall prevention and protection is required
prior to starting work and must remain onsite at all times until
work is complete; a fall rescue plan must be outlined and
discussed among the crew prior to work start.
• First -person -Up (FPU) must install their anchor and connect
before any other task, including installing other anchors. The
Last -Person -Down (LPD) must be the only person on a roof
uninstalling fall protection.
• FPCP (name and title):
• FPU and LPD (name and title):
Electrical Safety
• The Electrical Qualified Person (EQP) is required onsite to
perform electrical work.
• All electrical work will be performed with equipment in an
electrically safe condition (de -energized) unless approval has
been granted prior to work.
• Service drops and overhead electrical hazards will be indentified
and protected from contact, as neccessa .
• EQP (name and tile):
Public Protection
• The safety of the Client and Public must be maintained at all
times.
• The Client and the Public shall be prevented from entering the
work zone through the use of barriers and/or signage, as
required.
• Company, Client and Public property shall be protected from
falling objects.
• Pets (including dogs) shall be secured by their owners prior to
work start.
• The Client should not leave pets, family members, or others in
charge or care of Employees, Contractors, or Temporary
Workers.
• Crew leader responsible for communication with the client:
• Client and public is excluded from work area by barricades (NIA,
Yes, No):
Training and Pre -Job Safety Briefing
• All employees onsite shall be made aware of the specific hazards
of this project and review this HJA during a pre -job briefing, and
their signature indicates awareness of site conditions and the
plan to eliminate any hazards identified prior to and during the
project.
• Crew leader (name/title):
• Crew member (name/title):
• Crew member (nameltitle):
• Crew member (nameltitle):
• Crew member (nameltitle):
Crew member (nameltitle):
Airborne Contaminants:
• Asbestos -containing (Transite) piping (ACP) - Do not disturb
(move, drill, cut fracture, etc.)
• Asbestos -containing thermal insulation (ACI) and
Asbestos -containing duct wrapping (ACW) - do not disturb, no
attic or crawlspace access is allowed if work to be performed
could cause exposure to personnel, client or public.
• If yes, list specific tasks and protection in place:
Weather and Environment
• The site supervisor shall forecast the weather conditions at the
job site, prior to crew arrival, in order to mitigate any hazards
associated with inclement weather (heat, cold, wind, rain, etc.)
• The site supervisor will utilized a portable wind meter
(anemometer) to verify actual onsite wind conditions, by checking
at the ground and on any elevated work surface (ex, rooftop)
prior to work start, at midday and prior to solar panel staging on a
roof.
• Elevated work involving the moving or maneuvering of solar
panels shall cease at 25mph (sustained wind) until wind
subsides.
• Forecasted weather maximum temp (degrees 9:
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THE MOST Ij
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SOLAR PRODUCT
EAGLE 66TR G4
380-400 WATT
TILING RIBBON MODULE
Positive power tolerance of 0-+3%
• NYSE -listed since 2010, Bloomberg Tier 1 manufacturer
• Top performance in the strictest 3r1 party labs
• Premium solar factories in USA. Vietnam, and Malaysia
KEY FEATURES
TR Technology
0, Tilinq Ribbon elimmafes cell gaps
to increase module efficiency and power.
98B Half Celt Technology
LjnigUely designed 9 busbar ha€f cut solar cells dehver
ultra -high power in a small footprint.
Shade Tolerant
Twin array design atlnvus continued performance
even with shading by trees or debris.
Thick and Tough
Fire Type ?rated rrodute engmeered with a thick
frame. 3.2mm front side glass, and thick backsheot nC Ct �423
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Record -breaking 99% weighted efficiency
I Small, lightweight, and easy to install both
outdoors or indoors
Quick and easy inverter commissioning directly
from a smartphone using SolarEdge SetApp
I Built-in module -level monitoring
Fixed voltage inverter for longer strings
I Optional: Faster installations with built-in
consumption metering (1% accuracy) and
Integrated arc fault protection and rapid
production revenue grade metering (0.5%
shutdown for NEC 2014-2023 per articles
accuracy, ANSI C12.20)
690,11 and 690.12
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Eaton DG222URB
Eaton General duty nan-fusible safety switch, single -throw, 60 A, NEMA 3R,
Rainproof, Painted galvanized steel, Two -pole, Two -wire, 240 V
Product Name Catalog Number
Eaton general duty non -fusible safety DG222URB
switch
UPC
782113144238
Product Length/Depth Product Height
7.38 in 14.38 in
EM,TON Product Width Product Weight
Powering Business Worldwide 8.69 in 9 Ih
Warranty Certifications
Eaton Selling Policy 25-000, one (1) year UL Listed
from the date of installation of the
Product or eighteen (18) months from the Catalog Notes
date of shipment of the Product, WARNING! Switch is not approved for
whichever occurs first. service entrance unless a neutral kit is
installed.
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PART NUMBER DESCRIPTION
201 1024 RI SMART SLIDE BLK 6.75''
ITEM NO. DESCRIPTION
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