HomeMy WebLinkAboutBLD-23-003379 1
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ONE & TWO FAMILY ONLY- BUILDING PERMIT
Town of Yarmouth Building Department r ...
1146 Route 28, South Yarmouth,MA 02664-4492
508-398-2231 ext. 1261 Fax 508-398-0836 14.t
Massachusetts State Building Code,780 CMR
Building Permit Application To Construct, Repair, Renovate Or Demolish ! :. $.: / }
a One-or Two-Family Dwelling
This Section For Official Use Only
Building Permit Number: OW —nth -- OO.3.'71 Date Applied:
-//� � RECEIVED
Building Officialpint Name) Signature Date
SE TIO 1:SITE INFORMATION , DEC 12 2022
1.1 ro erty Address: 1.2 Assess rs ap&Parcel Numbers !_ _
�ja,() __ bl, BUILDING EPEMFiTMENT
1.1 a Is this an accepted street?yes no Map Number Parcel Number By ---- _
1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
I
Required I Provided Required Provided Required Provided
1
1.6 Water Supply: (IvI.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public 0 Private❑ _Zone: Outside Flood Zone? Municipal 0 On site disposal system 0
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2.1. rCk .
of cord: Tar I ICJ li- ,,1 Ua{D-75
Name(Print) J City,State,ZIP
q new A- voi 506aait2,34 tr. .4..! m c D a,
No.and Street Telephone Email Address V
SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply)
New Construction 0 Existing Building 0 Owner-Occupied ❑ J Repairs(s) 0 Alteration(s) 0 I Addition 0
Demolition 0 I Accessory Bldg. 0 Number of Units Other 0 Specify:
Brief Description of Proposed Work:
( OrY-1-6 p 47V Sl 3 c_ I do 1 . c.i l 0 kl-1
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
1.Building $ q 33 S,0 J 1. Building Permit Fee:$ _Indicate how fee is determined:
2.Electrical $ O I ( tl 0 Standard City/Town Application Fee
S' 0 Total Project Cost (Item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $
4.Mechanical (HVAC) $ List: (Xi* d,,2 34 3)111
5.Mechanical (Fire $
Suppression) Total All Fees:$
' r� Check No. Check Amount: Cash Amount:
6.Total Project Cost: $ (.6 0 ,c)J 0 Paid in Full 0 Outstanding Balance Due:
I
ONE or TWO FAMILY— BULDING PERMIT
APPLICATION REGULATORY APPROVALS NOTICE
Address of Proposed Work: 1 flCt U S ' IZ-CA
Scope of Proposed Work: DO(4V (7 m LY\ %,---61 Ck(
Date: t� b-1 12,2_,--
Based on the scope of work described above, the applicant is required to obtain approval sign-
offs from the following departments as checked-of below:
Health Dept. —508-398-2231 ext. 1241
Conservation—508-398-2231 ext. 1288
Water Dept. —99 Buck Island Road, 508-771-7921
Old Kings HWY. Hist. Comm. —508-398-22631 ext. 1292
Engineering Dept. —508-398-2231 ext. 1250
Fire Dept.— Kevin Huck/Scott Smith, 96 Old Main Street, SY
Note: Please call Fire Department for an appointment. 508-398-2212
Other
Appropriate plans and/or application shall be provided to each departments checked-off above.
Each of these regulatory authorities has their own requirements outside the jurisdiction of the
Building Department. All applicable approvals shall be obtained prior to submitting a building
permit application to the Building Dept.
Thank you for your cooperation.
a "--
zforyag-
II
Receipt Acknowledgement: _ --7)L
Applicant's Signature Date
Rev. Jan. 2019
•
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) u Li Q(0 9-2 rt
OAJY lX 1. License Number Ex iration Date
Name of CSL Holder J
List CSL Type(see below)
No.and Street p d Type Description
(lWC I 0 ( t Oar Unrestricted(Buildings up to 35,004 cu.ft.)Jv Restricted l&2 Family Dwelling
City/Town,State,ZIP NI Masonry
RC Roofing Covering
WS Window and Siding
/ jQ'j'�'7�'f Q SF Solid Fuel Burning Appliances
-I 7 U �"I✓ !IJ0OQ���1'iQYI'11 YS� w I Insulation
Telephone mail address Ytyl6, D I Demolition
5.2 Registered Home Improvement� Contractor(HIC) `(1( \ ' OP, J') n
1t'� 1 (N n 1i` A'O n (p�J HIC Registration Number Expir`ation Date
tl n hip s Ill v o
N .and StreetII
QG�r�'YYC( (1111 corn
n
71 c,Y1-1-0 Vr1/1-6 P-7 S(U 1J7`7 37 V/ Ema address
City/Town,State,ZIP Telephone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes 0 No .0
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize
to act on my behalf,in all matters relative to work authorized by this building permit application.
Print Owner's ame(Electronic Signature) Date
• SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
contained in this app' atio el . - • o the best of my knowledge and understanding.
Print Owner's or Authorized Agent's Name(Ele 'onic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will trot have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at
www.mass.5ov/oca Information on the Construction Supervisor License can be found at www.mass.aov/dps
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
The Commonwealth of Massachusetts
Department of Industrial Accidents
1 Congress Street, Suite 100
Boston, MA 02114-2017
www.rnass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information Please Print Legibly
Name (Business/Organization/Individeai):
Address:
City/State/Zip: Phone #:
Are you an employer?Check the appropriate box:
-
Type of project(required):
1.0 I am a employer with employees(full and/or part-time).*
7. ❑New construction
2.EI I am a sole proprietor or partnership and have no employees working for me in
ca aci 8. Remodeling
an y p ty.[No workers'comp. insurance required.]
3.❑I am a homeowner doing all work myself [No workers'comp. insurance required.]r 9. ❑ Demolition
4.{:I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition
ensure that all contractors either have workers'compensation insurance or are sole 1
1. Electrical repairs or additions
proprietors with no employees.
5.0 I am a general contractor and I have hired the sub-contractors listed onthe attached sheet. ❑Plumbing repairs or additions
These sub-contractors have employees and have workers'comp. insurance.[ 13.0 Roof repairs
6.0 We are a corporation and its officers have exercised their right of exemption per,MGL c. l •El Other
152,§1(4),and we have no employees. [No workers'comp.insurance required.]
*Any applicant that checks box#1 must also Ell out the section below showing their workers'compensation policy information.
Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
[Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins.Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$I,500.00
and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a
day against the violator, A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
1 do hereby certify corder the pains and penalties of perjury that the information provided above is true and correct.
Sitrnature:
Date:
Phone~.
Official use only. Do not write in this area, to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority(circle one):
1. Board of Health 2. Building Department 3.CityiTown Clerk 4. Electrical Inspector 5. Plumbing Inspector
6. Other
Contact Person: Phone#:
The Commonwealth of Massachusetts
mme-
1 Department of Industrial Accidents
9—:-•it -1--,(!, Office of Investigations
=111' i. Lafayette City Center
,'ir_ i 2 Avenue de Lafayette, Boston, MA 02111-1750
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/organization/Individual): Sunrun Installation Services
Address:225 Bush St STE 1400
City/State/Zip: San Francisco CA 94104 Phone #:
Are you an employer? Check the appropriate box: Type of project(required):
1.® I am a employer with 50 4. ❑ I am a general contractor and I
employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction
2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
working for me in any capacity. employees and have workers' 9. El Building addition
[No workers' comp. insurance comp. insurance.*
required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs
insurance required.] t c. 152, §1(4),and we have no
employees. [No workers' 13.[ j Other cfal��
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
:Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: American Zurich Insurance Company
Policy#or Self-ins. Lic. #:WC614287601 Expiration Date: 10/01/2023
Job Site Address: 1 , `1M15-t.24.--- 'to City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct.
Date: ii 2�
Signature: 111111
Phone#:
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License #
Issuing Authority(check one):
10Board of Health 20 Building Department 3❑City/Town Clerk 4.0 Electrical Inspector 5Elumbing
Inspector 6.0Other
Contact Person: Phone#:
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.
Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire,
express or implied, oral or written."
An employer is defined as"an individual, partnership,association, corporation or other legal entity, or any two or more
of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the
receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the
owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the
dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required."
Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall
enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if
necessary, supply sub-contractor(s) name(s), address(es)and phone number(s) along with their certificate(s) of
insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the
members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have
employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial
Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should
be returned to the city or town that the application for the permit or license is being requested, not the Department of
Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'
compensation policy, please call the Department at the number listed below. Self-insured companies should enter their
self-insurance license number on the appropriate line.
City or Town Officials
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant.
Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant
that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current
policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or
town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each
year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture
(i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit.
The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,
please do not hesitate to give us a call.
The Department's address,telephone and fax number:
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
Lafayette City Center, 2 Avenue de Lafayette
Boston, MA 02111-1750
Tel. (617) 727-4900 or 1-877-MASSAFE
Revised 7-2019 Fax (617) 727-7749
www.mass.gov/dia
r
,,;o 4,4tE_ TOWN OF YAR IOUTH
�.iA- ° BUILDING DEPARTMENT
w4.:,,r,. x, 1146 Route 28, South Yarmouth,MA 02664 508-398-2231 ext. 1261
HOMEOWNER LICENSE EXEMPTION
PLEASE PRINT:
DATE:
JOB LOCATION: cl fCU) C>4— ?-
NAME STREET ADDRESS SECTI 'AF TOWN
"HOMEOWNER" LA (a {FYI.u« k0 .6 aa t 6 e -b
NAME HONIP PHONE WORK PHONE
PRESENT MAILING ADDRESS
CITY OR TOWN STA l'h ZIP CODE
The current exemption for `Homeowner' was extended to include owner—occupied dweliintrs of one or two units
and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such
homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1)
Definition of Homeowner:
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to
be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who
constructs more than one home in a two-year period shall not be considered a homeowner;such"homeowner"shall
submit to the building official, on a form acceptable to the building official,that he/she shall be responsible for all
such work performed under the building permit. (Section 110 R5.1.3.1)
The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other
applicable codes, by-laws, rules and regulations.
The undersigned 'homeowner' certifies that he / she understands the Town of Yarmouth Building Department
minimum inspection procedures and requirements and that he / she will comply with said procedures and
requirements.
HOMEOWNER"S SIGNATURE S—t t C OY1"fCl- (
APPROVAL OF BUILDING Ol~rICIAL
INSURANCE COVERAGE:
I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL
Ch.142. Yes No
If you have checked yes, please indicate the type coverage by checking the appropriate box.
A liability insurance policy Other type of indemnity Bond
OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by
Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement.
�y r
,A,aw
b/i`� Check one:
Signature of Owner or Owner's Avent Owner Agent
h:homeownrlicexemp
•
§TOWN OF YARMOUTH
1146 Route 28, South Yarmouth, MA 02664
508-398-2231 ext. 1261 Fax 508-398-0836
Office of the Building Commissioner
BUILDING DEPARTMENT
DEMOLITION DEBRIS DISPOSAL AFFIDAVIT
Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4.
I hereby certify that the debris resulting from the proposed work/demolition to be
conducted at cf AJ 17_,c)
Work Address `I' `r Sunrun Installation Services
695 Myles Standish Blvd
Taunton MA 01780
Is to be disposed of oat the following location:
Said disposal site shall be a licensed solid waste facility as defined by M.G.L.
Ch. 111, §150A.
d
\a / Oq /
Signature of Application Date
Permit No.
0Current
Engineering
12-08-2022
Sunrun Inc.
595 Market St
Subject: Structural Certification for Installation of Residential Solar
re job: Lira Murry
9 Nauset Rd, West Yarmouth, MA 02673, USA
Attn.:To Whom It May Concern
Observation of the condition of the existing framing system was performed by an audit team of
Sunrun Inc.
After review of the field observation data, structural capacity calculations were performed in accordance
with applicable building codes to determine adequacy of the existing roof framing supporting the proposed
panel layout. Please see full Structural Calculations report for details regarding calculations performed and
limits of scope of work and liability. The design criteria and structural adequacy are summarized below:
Design Criteria:
Code: 780 CMR, IBC 2015, ASCE 7-10, Ult Wind Speed: 140 mph, Ground Snow: 30 psf, Min Snow
Roof: 0 psf
ROOF 1: Shingle roofing supported by 2x6 Rafter @ 16 in. OC spacing. The roof is sloped at
approximately 23 degrees and has a max beam span of 11.5 ft between supports. Roof is adequate
to support the imposed loads. Therefore, no structural upgrades are required.
12-08-2022
�L0OOFMASS
ot4 000VASy.9'4c4,
Current Renewables Engineering Inc. o4 eP mucy N,
Professional Engineer " N0.56313
info@currentrenewableseng.com O% Cf:-..RE' s
�, FTE �,
FSSfONALF.?
Exp.6 30 2024
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733
•
Page 1 of 8
Current
- 1-1 gables
Engineering
12-08-2022
Sunrun Inc.
595 Market St
Attn.:To Whom It May Concern
re job: Lira Murry
9 Nauset Rd, West Yarmouth, MA 02673, USA
The following calculations are for the structural engineering design of the photovoltaic panels and are valid
only for the structural info referenced in the stamped plan set.The verification of such info is the
responsibility of others.
I certify that the roof structure has sufficient structural capacity for the applied PV loads.
All mounting equipment shall be designed and installed per manufacturer's approved installation
specifications.
Design Criteria:
Code: 780 CMR, IBC 2015, ASCE 7-10,
Live Load: 20 psf
Ult Wind Speed: 140 mph
Exposure Cat: B
Ground Snow: 30 psf
Min Snow Roof: 0 psf
12-08-2022
,ASH OF MASS
��o�a�pv,MOVASs4Cy 9,�.
o CIVIL 'a
Current Renewables Engineering Inc. N0.56313
Professional Engineer STEa�o-��e
info@currentrenewableseng.com FSSiONALEN���
EYp:6'3O/2O24
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733
Page 2 of 8
Lira Murry Current
011_ wables
Engineering
Roof Properties:
Roof 1
Roof Type = Shingle
Roof Pitch (deg) = 23.0
Mean Root Height (ft) = 13.0
Attachment Trib Width (ft) = 3.3
Attachment Spacing (ft) = 5.3
Framing Type = Rafter
Framing Size = 2x6
Framing OC Spacing (in.) = 16.0
Section Thickness, b (in) = 1.5
Section Depth, d (in) = 5.5
Section Modulus, Sx (in3) = 7.562
Moment of Inertia, lx (in ) = 20.797
Unsupported Span (ft) = 11.5
Upper Chord Length (ft) = 13.5
Deflection Limit D+L (in) = 2.7
Deflection Limit S or W(in) = 1.8
Attachments Pattern = Fully Staggered
Framing Upgrade = No
Sister Size = NA
Wood Species = SPF
Wood Fb (psi) = 875.0
Wood Fv (psi) = 135.0
Wood E (psi) = 1400000.0
CD (wind) = 1.6
Cd (snow) = 1.15
CLS = 1.0
CM = Ct = CL = C, = 1.0
CF= 1.3
Cfu = 1.0
Cr = 1.15
F'b wind (psi) = 2093.0
F'b snow (psi) = 1504.34
F'v wind (psi) = 216.0
F'v snow (psi) = 155.25
M allowable wind (lb-ft) = 1319.03
M allowable snow (lb-ft) = 948.05
V allowable wind (Ibs) = 1188.0
V allowable snow (Ibs) = 853.88
E' (psi) = 1400000.0
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733
Page 3 of 8
Lira Murry Current
Engineering
Load Calculation:
Dead Load Calculations: Roof 1
Panels Dead Load (psf) = 3.0
Roofing Weight (psf) = 3.0
Decking Weight (psf) = 2.0
Framing Weight (psf) = 1.418
Misc. Additional Weight (psf) = 1.0
Existing Dead Load (psf) = 7.418
Total Dead Load (psf) = 10.418
Wind Load Calculations:
Ultimate Wind Speed (mph) = 140.0
Directionality Facto r, kd = 0.85
Topographic Factor, kzt = 1.0
Velocity Press Exp Factor, kz = 0.701
Velocity Pressure, qz (psf) = 29.88
External Pressure Up, GCp_1 = -0.87
External Pressure Up, GCp_2 = -1.549
External Pressure Up, GCp_3 = -2.419
External Pressure Down. GCp = 0.44
Design Pressure Up, p_1 (psf) = -25.992
Design Pressure Up, p_2 (psf) = -46.299
Design Pressure Up, p_3 (psf) = -72.291
Design Pressure Down, p (psf) = 16.0
Snow Load Calculations:
Ground Snow Load, pg (psf) = 30.0
Min Flat Snow, pf_min (psf) = 0.0
Sloped Snow, ps_min (psf) = 0.0
Snow Importance Factor, lc = 1.0
Exposure Factor, Ce = 0.9
Thermal Factor, Ct = 1.1
Flat Roof Snow, pf(psf) = 20.79
Slope Factor, Cs = 0.783
Sloped Roof Snow, ps (psf) = 16.285
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733
Page 4 of 8
Lira Murry Current
wables
Engineering
Lag Screw Checks:
Roof 1
Ref. Withdrawal Value, W(lb/in) = 205.0
(Cm = Ct = Ceg = 1.0) CD = 1.6
Adjusted Withdrawal Value, W(lb/in) = 328.0
Lag Penetration, p (in.) = 2.5
Allowable Withdrawal Force, W p (Ibs) = 820.0
Applied Uplift Force (Ibs) = -206.935
Uplift DCR = 0.252
Ref. Lateral Value, Z (Ibs) = 205.0
(Cm = Ct = Co = Ceg = 1.0) CD = 1.15
Adjusted Lateral Value, Z' (Ibs) = 287.5
Applied Lateral Force (Ibs) = 131.789
Angle of Resultant Force, a (deg) = 1.004
Adjusted Interaction Lateral Value, Z'a (Ibs) = 534.392
Lateral DCR = 0.247
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733
Page 5 of 8
Lira Murry Current hh
1=( ngineering
Roof Framing Checks:
Force Checks:
LC1: D+S
Roof 1
Applied Moment (lb-ft) = 504.0
Applied Shear (Ibs) = 286.0
Allowable Moment (lb-ft) = 948.0
Allowable Shear (Ibs) = 854.0
Moment DCR = 0.532
Shear DCR = 0.335
LC2: D+0.6W
Applied Moment (lb-ft) = 378.0
Applied Shear (Ibs) = 214.0
Allowable Moment (lb-ft) = 1319.0
Allowable Shear (Ibs) = 1188.0
Moment DCR = 0.286
Shear DCR = 0.181
LC3: D+0.75(S+0.6W)
Applied Moment (lb-ft) = 563.0
Applied Shear (Ibs) = 320.0
Allowable Moment (lb-ft) = 1319.0
Allowable Shear (Ibs) = 1188.0
Moment DCR = 0.427
Shear DCR = 0.269
LC4: 0.6 D+O.6 W
Applied Moment (lb-ft) = 299.0
Applied Shear (Ibs) = 170.0
Allowable Moment (lb-ft) = 1319.0
Allowable Shear (Ibs) = 1188.0
Moment DCR = 0.227
Shear DCR = 0.143
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733
•
Page 6 of 8
Lira Murry Current
ene vvables
Engineering
Deflection Checks(Service Level):
LC1: D+L
Deflection (in.) = 0.353
Deflection Limit (in.) = 2.7
Deflection DCR = 0.131
LC2:S
Deflection (in.) = 0.146
Deflection Limit (in.) = 1.8
Deflection DCR = 0.081
LC3:W(Down)
Deflection (in.) = 0.06
Deflection Limit (in.) = 1.8
Deflection DCR = 0.033
LC4: W (Up)
Deflection (in.) = 0.098
Deflection Limit (in.) = 1.8
Deflection DCR = 0.054
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733
Page 7 of 8
Lira Murry Current
anewables
Engineering
Seismic Check:
Existing Weight:
Wall Weight (psf) = 17.0
Tributary Wall Area (ft2) = 610.0
Total Wall Weight (Ibs) = 10370.0
Roof Weight (psf) = 7.418
Roof Area (ft2) = 924.0
Total Roof Weight (Ibs) = 6854.203
Total Existing Weight (Ibs) = 17224.203
Total Additional PV Weight (Ibs) = 1034.55
Weight Increase:
(Existing W+Additional W)/(Existing W) = 1.06
The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore
no further seismic analysis is required.
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733
Page 8 of 8
Lira Murry Current •
lll/ •
Engineering
Limits of Scope of Work and Liability:
Existing structure is assumed to have been designed and constructed following appropriate codes at
time of erection,and assumed to have appropriate permits.The calculations produced are only for the
roof framing supporting the proposed PV installation referenced in the stamped planset and were
completed according to generally recognized structural analysis standards and procedures, professional
engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or
were not observable during time of inspection are not included in this scope of work.All PV modules,
racking,and mounting equipment shall be designed and installed per manufacturer's approved
installation specifications.The Engineer of Record and the engineering consulting firm assume no
responsibility for misuse or improper installation.This analysis is not stamped for water leakage.
Framing was determined based on information in provided plans and/or photos, along with engineering
judgement. Prior to commencement of work,the contractor shall verify the framing sizes,spacings, and
spans noted in the stamped plans, calculations,and cert letter(where applicable) and notify the
Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that
there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter
(where applicable)and notify the Engineer of Record of any concerns prior to starting construction.
1760 Chicago Ave Suite J13, Riverside, CA 92507 info@currentrenewableseng.com (951)405-1733
DocuSign Envelope ID: E61C765F-EA2B-4C8B-95FC-D050785324F7
Sunrun BrightSaveTM Agreement
Lira Murry
9 Nauset Rd, Yarmouth, MA, 02673
Take Control of Your Electric Bill
SO 25 Years $ 139 $0 .255
Deposit due Agreement Term Length Monthly Bill for Year Year 1 Cost per kWh
Today (2.9% annual increase One (plus taxes, if applicable; (excluding upfront
in monthly bill) includes $7.50 discount for payment, if any)
Auto-Pay enrollment)
WE'VE GOT YOU COVERED WITH OUR WORRY-FREE SERVICEu
i . .
: tl=z)
\\....... t ,,„
,, -
Um
We provide hassle-free We monitor the system We warrant, insure, Selling your home?
design, permitting, and to ensure it runs maintain and repair We guarantee the buyer
installation. properly. the system. We will qualify to assume
also provide a 10- your agreement.
year roof warranty.
A SOLAR SYSTEM DESIGN
FOR YOUR HOME
You get a 7.41 kW DC Solar System
With 19 Solar Panels and 1 Inverter(s)
Which will produce an est. 6,530 kWh in its first year
And offset approx.112% of your current, estimated
electricity usage
YOUR SALES REPRESENTATIVE:
Joe Biuk
joseph.biuk@sunrun.com
(4 0) 518-9957
DocuSign Envelope ID:E61C765F-EA2B-4C8B-95FC-D050785324F7
:ti
By signing below, you acknowledge that you have reviewed and received a complete copy of the Agreement
without any blanks. Such Agreement shall be the complete understanding between the Parties.
SUNRUN I ad�S AflP. N SERVICES INC.
Signatur t� �F4. .. dn,.
C69015C8815845C_.
Print Name: Deanne Flandro
Date: 11/18/2022
Title: Project Operations
Federal Employer Identification Number: 26-2841711
IF YOU CHOOSE TO PAY BY CHECK, MAKE CHECKS OUT TO SUNRUN INC. NEVER MAKE A CHECK
OUT TO A SALES REPRESENTATIVE. OUR SALES REPRESENTATIVES ARE NOT AUTHORIZED TO
RECEIVE CHECKS IN THEIR OWN NAMES.
YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE TENTH
EFFECTIVE DATE. PLEASE REVIEW THE ATTACHED NOTICES OF CANCELLATION FOR AN
EXPLANATION OF THIS RIGHT.
Customer
Aar
imetiropeAlocount Holder Secondary Account Holder(Optional)
LI .[11A14
9051 � Lira Murry Signature
11/18/2022
Date Print Name
Email Address*: 1 i ramu r ry@hotmai 1 .com
Mailing Address: 9 Nauset Rd Yarmouth, MA 02673
Phone: (508) 221-6836
"Email addresses will be used by Sunrun for official correspondence, such as sending monthly bills or other invoices.
Sales Consultant
By signing be/ow/acknowledge that/am Sunrun accredited, that/presented this agreement according to
5oSassa Code of Conduct, and that/obtained the homeowner's signature on this agreement.
R, &auk-
cgibiValirg
Joe Biuk
Print Name
132985602R
Sunrun ID number
Sunrun Installation Services Inc. 1225 Bush Street, Suite 1400, San Francisco, CA 94104 I 888.GO.SOLAR I HIC
180120 Contract Version: 2020Q1 V1 Generation Date: 11/18/2022 Proposal ID: PK4ACC33R9A9-H Version 2020Q1 V1
21
SHEET INDEX LEGEND SCOPE OF WORK GENERAL NOTES
PAGE# DESCRIPTION FM •SYSTEM SIZE:7410W DC,5760W AC •ALL WORK SHALL COMPLY WITH MA 9TH ED.CMR 780(2015 IRC/IBC/IEBC),
SERVICE ENTRANCE •MODULES:(19)TRINA SOLAR:TSM-390DE09C.07 MUNICIPAL CODE,AND ALL MANUFACTURERS'LISTINGS AND INSTALLATION
PV-1.0 COVER SHEET MI
•INVERTERS:(1)DELTA ELECTRONICS:E6-TL-US INSTRUCTIONS.
PV-2.0 SITE PLAN •RACKING:RL UNIVERSAL,SPEEDSEAL TRACK ON COMP, •PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2020.
MP MAIN PANEL SEE DETAIL SNR-DC-00436
PV-3.0 LAYOUT •MAIN PANEL REPLACEMENT:EXISTING 200 AMP MAIN •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2020.
PV-4.0 ELECTRICAL PANEL WITH 200 AMP MAIN BREAKER TO BE REPLACED
SP SUB-PANEL WITH NEW 200 AMP MAIN PANEL WITH 200 AMP MAIN •PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY
PV-5.0 SIGNAGE BREAKER. GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35.
LC PV LOAD CENTER •RAPID SHUTDOWN:(19)APSMART RSD-S-PLC ROOFTOP •MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.
MODULE LEVEL RAPID SHUTDOWN DEVICE
•INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741.
SM SUNRUN METER
•RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.
PM DEDICATED PV METER •SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II
MODULES,ARE CLASS A FIRE RATED. 1HOF AF,1$._
yt' S1AOVA3y.7
INV INVERTER(S) •RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL o'F��pN CIVIL 9c'y G^�
CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). NO,56313 `"
• [AC I AC DISCONNECT(S) •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). 490 i ""'�
f,Ns;
��'c
DC •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. FSs1pNpLEN�'Y
0 DC DISCONNECT(S)
•13.35 AMPS MODULE SHORT CIRCUIT CURRENT. exw.6730,2U24
STAMPED 12/09/2022
CB IQ COMBINER BOX •20.85 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(A)&690.8(B)].
•PV INSTALLATION COMPLIES WITH THE NEC 2020 ARTICLE 690.12(B)(2).
ABBREVIATIONS f—1 INTERIOR EQUIPMENT CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE
A AMPERE Li SHOWN AS DASHED LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION
AC ALTERNATING CURRENT s u n r u n
AEC ARC FAULT CIRCUIT INTERUPTER CHIMNEY
AZIM AZIMUTH
COMP COMPOSITION
DC DIRECT CURRENT ATTIC VENT #180120
(E) EXISTING FLUSH ATTIC VENT VICINITY MAP
595 MYLES STANDSH BLVD,TAUNrON.MA,027136733+
ESS ENERGY STORAGE SYSTEM PVC PIPE VENT S ,,Salem PHONFAX 0E0
EXT EXTERIOR METAL PIPE VENT
O CUSTOMER RESIDENCE:
INT INTERIOR IStOCI LIRA MURRY
MSP MAIN SERVICE PANEL T-VENT 9 NAUSET RD,YARMOUTH,MA,
•
(N) NEW SATELLITE DISH 02673
NTS4_—NOT TO SCALE —
OC ON CENTER B
1109
Nauset Rd, APN:(YARM?FIRE SETBACKS000048-000068
PC.It FAB PRE-FABRICATED PROJECT NUMBER:
West Yarmouth, MA...
POP POUNDS PER SQUARE FOOT HARDSCAPE CU,
223R-009MURR
PV 4 PHOTOVOLTAIC l' `.. ' 415
E DESIGNER: ( )580-6920 ex3
RSD RAPID SHUTDOWN DEVICE —PL— PROPERTY LINE 'D
TL TRANSFORMERLESS SOLAR MODULES Nantucket MD AAQEBUZZAMAN
1 SCALE:NTS O SHEET
TYP TYPICAL O O U
I REV NAME DATE COMMENTS COVER SHEET
✓ VOLTS
W I o El
WATTS REV:A 12/8/2022
LAN LANDSCAPE 4.. O I D. O
A SNR MOUNT
PAGE PV-1.0
POR PORTRAIT SNR MOUNT&SKIRT
r.mp'sf._vs n_A0.B7
SITE PLAN-SCALE=1/16"=1-0"
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STAMPED 12/09/2022
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(E)FENCE -
(N)ARRAY AR-02
#180120
( SBS MYLES STANDISH BLVD,TAUNTON.MA,COMDTl31
PHONED
4 CUSTOMER RESIDENCE:
LIRA MURRY
9 NAUSET RD,YARMOUTH,MA,
02673
es-
TEL.
/ ARRAY TRUE MAG PV AREA APN(YAR -000046
PITCH AZIM AZIM (SOFT) APN:YARM-000046-000068
PROJECT NUMBER:
AR-01 23' 328° 342° 186.2 223R-009MURR
\......„...„.„7„,„ AR-02 23° 148° 162' 206.9
DESIGNER: (415)580-6920 ex3
MD AAOEBUZZAMAN
SHEET
NOTE:ROOFTOP MODULE LEVEL RAPID SHUTDOWN DEVICE SITE PLAN
INSTALLED ON EACH MODULE PER NEC 690.12
REV:A 12/8/2022
PAGE PV-2.O
Temp'afe_ve _a 087
ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA
Name Type Height Type Max OC Max Landscape Max Landscape Max Portrait Max Portrait MAX DISTRIBUTED LOAD:3 PSF
Y 9 YP Detail OC Spacing Overhang OC Spacing Overhang Configuration
Span Spacing SNOW LOAD:30 PSF
RL UNIVERSAL,SPEEDSEAL TRACK ON - WIND SPEED:
AR-01 COMP SHINGLE-RLU 1-Story 2X6 RAFTERS 11'-6" 16" COMP,SEE DETAIL SNR-DC-00436 1'-11" STAGGERED 140 MPH 3-SEC GUST.
S.S.LAG SCREW
AR-02 COMP SHINGLE-RLU 1-Story 2X6 RAFTERS 11'-6" 16" RL UNIVERSAL,SPEEDSEAL TRACK ON 5'-4" 2'-1" 4'-0" 1'-11" STAGGERED 5/16":2.5"MIN.EMBEDMENT
COMP,SEE DETAIL SNR-DC-00436
D1-AR-01-SCALE:3/16"=1'-0"
AZIM:328°
PITCH:23° 1-10"1 ---Ir 29' •
•
i
- --- -- �— -- LI ❑ I] 0 1
1N OF M4S
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• 5'-4"TYP - NO.56313 '^
1 °- —
09 FSSrONsLG\
•
•
•
•
-5' Eap:6/30/2024
• STAMPED 12(09/2022
T-8" 23'-2"
D2-AR-02-SCALE:3/16"=1'-0"
AZIM:148° Su n run
PITCH:23°
17'-5" - ,- -- 13'-6" •
' INSTALLERS SHALL NOTIFY ENGINEER OF ANY #180120
•
POTENTIAL STRUCTURAL ISSUES OBSERVED
I _ PRIOR TO PROCEEDING W/INSTALLATION. WS v oss.uJoisH ewp,raur+rorv,uA,onaa7aai
❑ L7 ElPHONEIF ARRAY(EXCLUDING SKIRT)IS WITHIN 12" "°
— 5'-5" BOUNDARY REGION OF ANY ROOF PLANE CUSTOMER RESIDENCE
I EDGES(EXCEPT VALLEYS),THEN LIRA MURRY
• ATTACHMENTS NEED TO BE ADDED AND 9 NAUSET RD,YARMOUTH,MA,
•
-{' ---- OVERHANG REDUCED WITHIN THE 12" 02673
BOUNDARY REGION ONLY AS FOLLOWS:
t 10'-11" 3'-7" "ALLOWABLE ATTACHMENT SPACING TEL.(508)221-6836
INDICATED ON PLANS TO BE REDUCED BY 50%. APN'YARM-000048-000068
L. ""ALLOWABLE OVERHANG INDICATED ON
0
PLANS TO BE 1/5TH OF ALLOWABLE PROJECT NUMBER:
•
• 5'-4"TYP -� ATTACHMENT SPACING INDICATED ON PLANS. 223R-009MURR
4'-5"
DESIGNER: (415)580-6920 ex3
O 0 0 0 0
MD AAQEBUZZAMAN
SHEET
LAYOUT
REV:A 12/8/2022
SEE SITE PLAN FOR NORTH ARROW PAGE PV-3.0
rempata_ve n_40.87
120/240 VAC
SINGLE PHASE
SERVICE
NOTE:TOTAL PV BACKFEED=30A
METER#: USED FOR INTERCONNECTION
OEVERSOURCE 2305236 CALCULATIONS
UTILITY
GRID NEW 200A MAIN BREAKER
4 11 DISCONNECT WITH 2O0A MAIN
ENCLOSURE
1
-LOAD SIDE TAP
(N)LOCKABLE
BLADE TYPE (N)MA SMART
FUSED AC UTILITY DELTA ELECTRONICS:
DISCONNECT REVENUE E6-TL-US
1 NEW 200A MAIN METER 5760 WATT INVERTER JUNCTION BOX PV MODULES
BREAKER 3 T �2\ OREOUIVALEN7 ��\ TRINA SOLAR:TSM-390DE09C.07
1 A X / ^'� �/ ~h/ + / (19)MODULES
`.' ��� O 1r -co,`Y (1)STRING OF(9)MODULES
S
"-----‘--- NEW 200A MAIN 30A FUSES I 1 I
<
PANEL SQUARE D 240V METER SOCKET LOAD RATED DC L(19)APSMART RSD-S-PLC MODULE
�� D222NRB 100A CONTINUOUS DISCONNECT WITH AFCI, LEVEL RAPID SHUTDOWN DEVICES
FACILITY — — 3R,60A UTILITY SIDE OF CIRCUIT APSMART TRANSMITTER
LOADS 1FAOUTr 120/240VAC CONNECTS TO TOP LUGS-
(LINE AT TOP LOAD AT BOTTOM)
CONDUIT SCHEDULE
# CONDUIT CONDUCTOR NEUTRAL GROUND
1 NONE (4)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER s u n ru n
2 3/4"EMT OR EQUIV. (4)10 AWG THHN/THWN-2W NONE (1)10 AWG THHN/THN-2
3 3/4"EMT OR EQUIV. (2)10 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2
#180120
895 MYLES STA DISH BLVD.TAUNTON.MA,02780i331
PHONE 0
FAX
CUSTOMER RESIDENCE:
MODULE CHARACTERISTICS LIRA MURRY
TRINA SOLAR:TSM-390DE09C.07: 390 W 9 NAUSET RD,YARMOUTH,MA,
OPEN CIRCUIT VOLTAGE: 40.8 V 02673
MAX POWER VOLTAGE: 33.8 V
SHORT CIRCUIT CURRENT: 13.35 A
TEL.(508)221-6836
APN:YARM-000048-000068
PROJECT NUMBER:
223R-009MURR
SYSTEM CHARACTERISTICS-INVERTER 1 DESIGNER: (415)580-6920 ex3
SYSTEM SIZE: 7410 W MD AAQEBUZZAMAN
SYSTEM OPEN CIRCUIT VOLTAGE: 451 V
SYSTEM OPERATING VOLTAGE: 338 V SHEET
MAX ALLOWABLE DC VOLTAGE: 480 V ELECTRICAL
SYSTEM OPERATING CURRENT: 23.08 A
SYSTEM SHORT CIRCUIT CURRENT: 33.38 A
REV:A 12/8/2022
PAGE PV-4.0
remoare version 40.87
• :i
NOTES AND SPECIFICATIONS:
/TWA RN I NG INVERTER 1 •SIGNS AND LABELS SWILL MEET THE REQUIREMENTS OF THE NEC 2020 ARTICLE
110.21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR
ELECTRICAL SHOCK HAZARD PHOTOVOLTAIC DC DISCONNECT IF REQUESTED BY THE LOCAL AHJ.
•SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
MAXIMUM SYSTEM VOLTAGE: 480 VDC WORDS,COLORS AND SYMBOLS.
TERMINALS ON LINE AND LOAD •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WRING
SIDES MAY BE ENERGIZED IN METHOD AND SHALL NOT BE HAND WRITTEN.
LABEL LOCATION: •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
THE OPEN POSITION INVERTER(S),DC DISCONNECT(S). INVOLVED.
PER CODE(S):NEC 2020:690.53 •SIGNS AND LABELS SHALL COMPLY WTH ANSI Z535.4-2011,PRODUCT SAFETY
LABEL LOCATION: SIGNS AND LABELS,UNLESS OTHERWSE SPECIFIED.
INVERTER(S),AC/DC DISCONNECT(S), •DO NOT COVER EXISTING MANUFACTURER LABELS.
AC COMBINER PANEL OF APPLICABLE).
PER CODE(S):NEC 2020:590.13(B)
WARNING: PHOTOVOLTAIC
AWAR•NING POWER SOURCE
LABEL LOCATION:
DUAL POWER SUPPLY INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT,
SOURCES:UTILITY GRID AT EACH TURN,ABOVE AND BELOW PENETRATIONS,
ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS.
AND PV SOLAR ELECTRIC PER CODE(S):NEC 2020:690.31(D)(2),IFC 2012:
SYSTEM 805.11.1.4
CAUTION :
LABEL LOCATION:
UTILITY SERVICE METER AND MAIN
SERVICE PANEL.
PER CODE(S):NEC 2020:705.12(C) RAPID SHUTDOWN SWI
AWARNING MULTIPLE SOURCES OF POWER
POWER SOURCE OUTPUT CONNECTION FOR SOLAR PV SYSTE
DO NOT RELOCATE THIS
OVERCURRENT DEVICE LABEL LOCATION: /1
INSTALLED WTHIN 3'OF RAPID SHUT DOWN l
LABEL LOCATION SWTCH PER CODE(S):NEC 2020:690.56(C)(2),IFC � S U n i LI fl
ADJACENT TO PV BREAKER AND ESS 2012:605.11.1,IFC 2018:1204.5.3
OCPD(IF APPLICABLE).
PER CODE(S):NEC 2020: 4^
705.12(6)(3)(2)
AWARNING SOLAR PV SYSTEM EQUIPPED #180120
595 MYIES STON3SH BLVD,T•UNT01,MA,02710n01
PHOTOVOLTAIC SYSTEM PHONE
COMBINER PANEL WITH RAPID SHUTDOWN SOLAR PANELS FPXe
DO NOT ADD LOADS MAIN PANEL --- ON ROOF CUSTOMER RESIDENCE:
MU
LABEL LOCATION: (INT) j 91 RA NA SETRY RD,YARMOUTH,MA,
PHOTOVOLTAIC AC COMBINER(IF
APPLICABLE). 02673
PER CODE(S):NEC 2020:705.12(D)(2)(3)(c) 3 TURN RAPID SHUTDOWN
swrrcHroTHE OFF P pe„E SERVICE ENTRANCE TEL(508)2216836
POSMON TO SHUT DOWN APN:YARM-000048-000068
• PV SYSTEM DISCONNECT PVSYSTEMANDREDUCE `AC DISCONNECT PROJECT NUMBER:
MAXIMUM AC OPERATING CURRENT:24.00 AMPS SHOCK HAZARD IN THEII , PL PV PRO DUGT--ION M ET R PL — 223R-009MURR
NOMINAL OPERATING AC VOLTAGE: 240 VAC ARRAY. INVERTER (EXT) 415)580-6920 ex3
DESIGNER:
•
LABEL LOCATION: 9 NAUSET RD, YARMOUTH, MA, 02673 MDAAOEBUZZAMAN
AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION. SHEET
PER CODE(S):NEC 2020:890.54 LABEL LOCATION. SIG NAG E
ON OR NO MORE THAT 1 M(3 FT)FROM THE SERVICE PER CODE(S).NEC 2020 705.10.710 10
DISCONNECTING MEANS TO W-IICH THE PV SYSTEMS
ARE CONNECTED. REV:A 12/8/2022
PER CODE(S):NEC 2020:690.56(C) PAGE
PV-5.0
Temp•b_v rsion_4 0.S7