25C-257 (12) 15 FAIR ST BP-2018-1360
GIs#: COMMONWEALTH OF MASSACHUSETTS
Mao:Block:25C-257 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit# BP-2018-1360
Proiect# JS-2018-002418
Est Cost $11950.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor., License:
Use Group: SUNRUN INC 080034
Lot Size(sn.ft.): 8450.64 Owner. NERY JENNIFER
Zoning, SC(100) Applicant: SUNRUN INC
AT. 15 FAIR ST
Applicant Address: Phone: Insurance:
734 FOREST ST STE 400 (978) 793-8584 WC
MARLBOROMA01752 ISSUED ON.612012018 0:00:00
TO PERFORM THE FOLLOWING WORK ROOF MOUNTED SOLAR - 21 MODULES
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occuoancv signature:
FeeTvpe: Date Paid: Amount:
Building 6/20/2018 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
altar
Department use only
RECEIVE ildl i"art nt bCuromeyPemot
212 lain Street SewedSeptio Availaaliy
R oro 100 Water/Well AwllabHdy
JUN 1 9 2018
No ham on, MA 01050 Tiro Sets of Shumaal Plans
phone 413 -1 40 FSX413-587-1272 Plot/Site Plans
DEPT OF WMING INSPECTIONa Other Spedy
LTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWEELLLLIIING
SECTION 1-SITE INFORMATION P f 4_ 3" "
1.1 Property Addms: This section to be completed by office
15 Fair Street Map SSC. Let A67 Urat
Zone Overlay District
Elm at Dlabkt Ce MoIU
SECTION 2-PROPERTY OWNERSHIPIAUTHORMED AGENT
21 Owner of Record:
Jennifer Nery 15 Fair Street Northampton MA 01060
Name p" Owent McNng Addmn. (413) 387-9276
TaNpMaN
Slansars
1.2 AutlnrhW Agent
Craig Orn 734 Forest Street, Unit 400 Marlborough, MA 01752
Name(P" CuvN MMkg Masi:
(978) 793-8584
Bprl.en 7
Ilam Estimated Cost(Dollars)to be Official Use Only
oDmoleted by psrrrdt epolicent
1. Building 3,585.00 (a)Building Permit Fee
z. Electdca (b)on�Toost or
8,365.00 �
3. Plumbing Building Permit Fee
4. Mechanical(WAC)
5.Fire Protection
S. Total-(1 -2+3-4+5) Check Number / aZ
This Section For Official Use On
Building Permit Number Date
Issued:
Signature'
BWdkg Comm of Build" z Dale
Section 4. ZONING NI Information Atust Be Completed.Permlt Can Be named Due To Incomplete information
Existing Proposed Required by Zoning
Thi.ealumn W be filled in by
BuiWiny Depoanwa
Lel Sia
Frontage
Setbacks Front
Side L;—I--- L:_R:_
R—
Building Heigh
Bldg.Square Footage %
Open Space Footage %
(1rt ane.ft a'w
#ofP"ing Spaces
FBI:
v.k.A lneNim _
A. Has a Special Permit/Yariance/nnding ever been issued for/on the site?
NO ® DONT NNOW ® YES
IF YES,date issued:. . _.-..
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DONT KNOW O YES
IF YES: mter Book Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO ® DONT KNOW ® YES O
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained ® , Date Issued:
C. Do any signs exist on the property? YES ® NO
IF YES, describe size, type and location:
D. Are there any proposed changes to or addit(om of signs intended for the property? YES O NO
IF YES,describe size, type and location:
E. Wit the construction advity disturb( mg,grade#, vafion,or filling)over 1 asre or is it pan of a common pan
hnwllaaarooaa tetrez
YES No C(No ground disturbance, rooftop mounted)
IF YES,than a Northampton Stam Water Management Perndt from the DPW is required.
SECTION i DESCRIPTION OF PROPOSED WORK rehack all aoW[ablel
New House ❑ Addition ❑ Or pptacee-WA.M domm A14rstion(s) ❑ R-ft Q
Doom
Accessory Bldg. ❑ Damolltlon ❑ New Signs [DJ Decks [p Sidingol Other[@(
Brief Description arProposed Installation of an interconnected rooftop solar system.
Aksrstion of romfing bedroom_Yee V No Adding new bedroom_emYes V No
Atladwd Hansa" Renovating unfinished basent _Yes _V_No
Plan Attached Roe -Sheet
Be.H New house and or addition to existing hotfeing,complete the foliowina:
a. Uss of buWWng:Ons Family TYro Family Otiwr
b. Number of rooms in each famlfy,unit Number of Balfnooms
c. Is then a gvage egeched?
d. Proposed Square footage of naw oonsoucsim. Dineric,
e. Number of stories?
t Method of heating? Fireplaces or Wooddowa Number of each
g. Energy Conssrvation Compliance. Messcheck Energy Compliance form attached?
h. Type of cansbuctlan
I. Is construction within 100 it of"Merida?_Yes _No. Is construction within 100 yr. goodpwn_Yea No
j. Doper of bassmerx or altar floor below Neehed grade
k. WIN building anfomn to the Building and Zoning regulators? _Yes_No.
I. Sepgc Tank_ Cly Svwr_ Private well_ City water Supply_
SECTION 72-OWNER AUTHORMATION•TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, as Owner of th subject
Property
herebyaudwie _ Sunrun I Craig Orn
to act on my behalf,n of malMe rNaHvs b work aueoormed by tlas buildkg permit appilcation.
WOwner
Data
I, Craig Orn as OommAutirudzed
AtMm hereby declare that the statements and Information on the foregoing application are true and acwrats,to the best ofmy knoMedge
and belief.
Signal under the pains and penalties of perjury.
Craig Orn
Film Name
/�1 !
Stere m Owner/ Dain
SECTION$-CONSTRUCTION SERVICES
8.1 Ucanwd Construction Supervisor. Not Applicable 0
Name ei Ureses Nolder: Craig Orn CS-080034
License Numem
734 Forest Street Unit 400 Marlborough MA 01752 01/22/2019
Aadte w EsWrYwn Dab
r /% ^(978) 793-8584
Slgeahae resonant
S.Rsplemmd Hone Imoronme t Cmdraetor. Not ApWleable 0
Sunrun 178937
CamwmNmna Regalraeon Number
734 Forest Street. Unit 400 Marlborough MA 01752 06/02/2018
Address Expiraitun Deb
.Phare (978) 549-9438
SECTION 10-WORKERS'COs1PENS1ITION INSURANCE AFFIDAVIT(M.O.L.c.162,f 26C(6))
Workara Compensation Insurance SMd6M must be compl*]ed and wbr~with this applkadon.Failure to pmvWe this aMdwk wM mwlt
In gm natant of the lawns of Vhe
SVW Affidavit Altactad Yea._.... a No...... 0
11. -Home Owner Exemption
The cunent exemption for whomeowners"was actended to include Ownar-musuld Dwellings stone(1) or two(2)fimilies
and as*]low such hmwow tar o engage an individual for hive who does not possess a liame,provided flat the owner sets
as wpervimr.CMR ML Sjud ZMtim Spedpa ISg3S1.
DeBnSlep of Hamaewser.Pusan(s)who own a paced of land on which hdshe resides or intpNb o reside,on which them
is,oris intended to be,•one mtwo fimdy dwelling,*tacked or demehad structures accessoryo such ma and/m farm
strucoms.A.wrson who cesstmcb more than one home in a two-vatr nerbd eWll not be considered a homeowner.
Such"hometwoaP shall submit o the Building Official,on a firm acceptable to the Building OfBcia4 that behhe shall he
mgaodble for W rich work uerfarmd ander the bullftar permit
As aging Constrnaton Sapwlsor your presence on thajob site will be required from time o time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Cloister 152(Wodan'Compemetion) and Chapter 153(Liability of Employers b
Employees fsr injuries cot resulting in Death)ofthe Massachusetts Cr sssl Laws Annotated,yav may be Ileble for persou(t)
You hire to parfirm work for you under this permit
The undersigned"Mrneownet'oenifies and assumes responsibility for compbanoe with the State Building Code,City of
Northampton Ordinances,Stem and Local Zoning Laws and Saw ofMassachusetts General Lawn Annotated.
Homeowner Signature
City of Northampton 212 Main Street,Northampton, MA 01060
Solid Waste Disposal Affidavit
In accordance of the provisions of MGL c 40, S54, I acknowledge that as
a condition of the building permit all debris resulting from the construction
activity governed by this Building Permit shall be disposed of in a property
licensed solid waste disposal facility, as defined by MGL c 111, S 150A.
Address of the work: 15 Fair Street
The debris will be transported by: Work Crew
The debris will be received by: Shop d umpster @ 734 Forest St., 01752
Building permit number:
Name of Permit Applicant Sunrun / Craig Orn
G�78�fyC
I, ✓1I
Date Signature of Permit Applicant
The Commonwealth of Massachusetts
Department of/nduslrialAccidents
1 Congress Street, Suite 100
Boston, MA 02114-2017
www.mass.gov/dia
lvx�mrkers'Compcnsation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Aoolicant Information Please Print L abl
Name(Business/Orgmizatiowlndividuul):Sopron
Address:775 Fiero Lane, Suite 200
City/State/Zip:San Luis Obispo, CA 93401 Phone#:978-549-9438
Are you an anpiover?Check the appropriate boa: Type of project(required):
I.Q l am a employer with 35 employees Carl and/or pan time) 7. ❑New construction
2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling
any ce....in [No workers'comp.i oureve required.]
3 am ahameowner doing all work myself [No workers'emen insurance required.I t 9. Demolition
❑4.❑I am a homeowner and will be hiring contractors m conduct all work property. 1 will 10 Building addition
ensure Nat all contmctorseither have workers'compensation insuranceea cc or are sole 11.❑Electrical repairs or additions
proprietors with no employees. 12.❑Plumbing repairs or additions
5.M f am a caused contractor and I have hired the sub-contractors Bead on the amached sheat. Roof reairs
These subcontractors have employees and have werkers'comp insurance: 13.❑ P
6.❑We ares ),and we h and its offemployees
have o worked their right insurance
required
per MGL c
14.❑� Other Rooftop Solar
152,§I(4),and we have no employeax[No workers'comp_insurance required.]
'Any applicant that checks box k I most also fill out the section below showing Heir workers'compenaati rn policy information.
I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new of chrot indicating such.
:Contractors that check this box must anion d an additional sheet showing the name of the sub-contmcmrs and state whether or not those entities have
employees. for,sub-contractors have employees,they must provide their workers'comppolicy number
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and jab site
information.
Insurance Company Name:Zurich American Insurance Company
Policy#or Self-ins.Lie.#:WC013696003&WC013696103 Expiration Date:10/01/2018
Job Site Address:15 Fair Street City/State/Zip:Northampton MA 0106
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under MGI,c. 152,§25A is a criminal violation punishable by 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.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 aaJnndd pens/lti/e(/.p/(/perjury that the information provided above is true and correct.
Si nature: 1' /- a` Date: 1 Ql I O
Phone#:978-793-8584
Official use only. Do not write in this area,to be completed by city or town offrcial.
City or Town: Permit/Licensc#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.Cityfruwn Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
DocuSi n Envelo a ID:CCC9BDBA-996CA36]-9920-BD2AD662686C
sunrun
Sunrun Inc. 1.855,4SUNRUN sunrun,corn
OWNER'S AUTHORIZATION FORM
For Permit Application(s)
The sole purpose of this form is to provide Sunrun, Inc.
with the necessary permission from the Owner to file permit application(s) for
such project work as agreed upon between the Owner and the Owner's
Authorized Company and its designated subcontractors.
Owner's Name: ennifer Nery
Solar Proje
Signature: In
mec
Owner's Authorized Company: Sunrun, Inc.
Company's Address: 595 Market St 291h Floor, San Francisco, CA 94105
Affiliation: Contractor
Applicable License:
State: MA
Craig Orn / 734 Forest Street, Unit 400, Marlborough, MA 01752
(978)793-8584 craig.orn@sunrun.com mapermits@sunrun.com
Massachusetts Department of Public Safety Construction Supervisor
Board of Building Regulations and Standards Restricted to:
Unrestricted-Buildings of any use roup which contain
License:CS-080034 less than 35,000 cubic feet(991 cugbic meters)of
Construction Supervisor enclosed space.
r.
CRAIG M URN
73 WALNUT ST
OXFORD MA 01510 A.
), Failum to possess a current edition of 69 Massachusetts
/(/,t,2fdc.� �/9rte-- Expiration: State Building Code is cause for revocation of this license.Commisslofl.r 0117X1019 DPS Licensing information visit:WWW.MASS.GOVMPS
ALI
aramacease. U sCONTR a.r011
MOYE MPROVEYENT I.QRRaCfOR
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A�a CERTIFICATE OF LIABILITY INSURANCE 9112017°"""'
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: N the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED previsions or W endorsed.
If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on
this certificate does not confer rihts to the certificate holder In lieu of such endomemen s.
PRODUCER TA T
NAME:
Arthur J.Gallagher&Co. PxCIE .q15-546-9300 1AxINC. .415-536-8499
Insurance Brokers of CA. Inc.License#0726293 ENnNL
1255 Battery Street#450
San Francisco CA 94111 INSURENS)AFFORDING COVERAGE NAICir
INSURER A:Zurich American Insurance Company 16535
INSURED SUNRINC-01 INSURER 8:Navi ators Specialty Insurance Company 36056
Sunrun Installation Services, Inc. INSURER C:
775 Rome Lane,Suite 200
San Luis Obispo,CA 93401 IxsuRER o:
INSURER E:
INSURER F:
COVERAGES CERTIFICATE NUMBER:926932864 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
SR TYPE Cf INSURANCE PCUCY EFF POLICY EV LIMITS
LIR IHSD VIVO POLICY NUMBER MMIDDAYE MMDDM'YY
B X COMMERCIAL GENERAL LIAeIUTY Y LA17CGL230321IC 101112017 101112018 EACH OCCURRENCE $1,ODg000
LW MSMPOE �X OCCVR PTED
REMISES BeANAGIET ENNAme re S300,WO
X $5000OReenton MED EXP("ora Pe,am) S5.000
PERSONAL$ADV INJURY 81.000,000
GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S2,000000
X POLICY JE T 1:1 LOC PRODUCTS-COMPIOPAGG $2,000,000
OTHER: Total Policy Limit $to o00p00
A AUTOMOWBI
BILE LOY Y SAP915542504 10112017 iwi G01a Ee ii $2,000,000
%
ANY
�A. BODILY INJURYIPe,w�l S
PIWJ1090NLY ALL S LEO BODILY INJURY(Par aaf0en0 $
HIRED N°WOWNED PROPER DMDAMA E $
.a ONLY MPDS ONLY P.,.-dant
UMBRELLA CAN
OCCUR EACH OCCURRENCE S
EXCESS LAB CUIMS-MACE AGGREGATE $
DED I I RETENnONs $
A WORXERS COMPEXSATON WCO1369a003 101112017 1WI12018 X STATUTE ERN
A AND EMPLOYERS'LMILIIY ByIR WCA13696103 101112017 10112018
107
ANY PROEEMBOERE%LLNERUDE EEOmIVE NIA ELEOLH ACCIDENT $1,OOGODO
DIFFp%vMkr,In Nm E1.015EA$E-EA EMPLOYE $1,OOQ000
n dnsrmcsands,
DE SOMPTION OF OPERATIONS Edw EL DISEASEPOLICYLIMIT 1$1,000.000
DESCRIP90NCFWEM9MSILOCATIONSIVEHICLES IACCID101,Adalwal RxnaMr SCMduM,myBna c[ Nmon RNBelerequired,
WC013696003-$25,000 Deductible;WC013696103-FL, HI,MA,NJ,NY,OR,VA,WI only. Named Insureds:Sunrun Inc.,Sunrun
Installation Services Inc.,Sunrun South LLC,AEE Solar,Inc.,Clean Energy Experts LLC,Summn Solar Electrical Corporation
Evidence of Insurance.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
City of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
212 Main St ACCORDANCE WITH THE POLICY PROVISIONS.
Northampton MA 01060
AULTH°SRMEEED�RE(PPRREEESSSENTATnR
Sl)1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD
June 13,2018 NGINEERS
Sunrun Inc.
133 Technology Dr,Suite 100
Irvine,CA,92618
Subject:Structural Certification for Installation of Solar Panels
Job Number:2018-05248
Client:Jennifer Nery-221R-MSNERY
Address-15 Fair Street,Northampton,MA 01060
Attn.:To Whom It May Concern
A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc..
From the field observation of the property,the existing roof structure was observed as follows:
The existing roof structure consists of:
• Composition Shingle over 1x Decking is supported by 2x6 @ 16"o.c.SPF#2 at ARRAY 1.The rafters are sloped at
approximately 35 degree and have a maximum projected horizontal span of 5 ft 7 in between load bearing supports.
• Composition Shingle over 1x Decking is supported by 2x8 @ 16"o.c.SPF#2 at ARRAY 2.The rafters are sloped at
approximately 14 degree and have a maximum projected horizontal span of 14 ft 9 in between load bearing supports.
Design Criteria:
• Applicable Codes=780 CMR,ASCE 7-10,and NDS-12
• Ground Snow Load=40 psf;Roof Snow Load=30.7 psf ARRAY 1;32.7 psf ARRAY 2
• Roof Dead Load=9.8 psf ARRAY 1;8.2 psf ARRAY 2
• Basic Wind Speed=117 mph Exposure Category C
As a result of the completed field observation and design checks:
• ARRAY 1:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no
structural upgrades are required.
• ARRAY 2:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no
structural upgrades are required.
I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel
supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in
accordance with the 780 CMR.
If you have any questions on the above,do not hesitate to call.
Prepared By:
PZSE,Inc.-Structural Engineers
Roseville,CA
�ytN OFMgy4,9
PAUL K.
ZACHER
STRUCTURAL m
W oW3oJ'
SSIONAL
1478 Stone Point Drive,Suite 190, Roseville, CA 95661
916.961.3960 916.961.3965 v .pzse.com
He
structural
June 13,2018 ENGINEERS
Sunrun Inc.
133 Technology Dr,Suite 100
Irvine,CA,92618
Attn.:To Whom It May Concern
re:Job 2018-05248:Jennifer Nery-221R-O15NERy
The following calculations are for the structural engineering design of the photovoltaic panels located at 15
Fair Street, Northampton, MA 01060.After review, PZSE, Inc. certifies that the roof structure has sufficient
structural capacity for the applied PV loads. Seismic analysis not required per IBC 1613.1 as the current
structure is located in Seismic Design Category(SDC)B,with a mapped short period spectral response
acceleration,Ss,of 0.171g<0.4g
If you have any questions on the above,do not hesitate to call.
QPAUL
Prepared By:PZSE,Inc.-Structural Engineers Roseville, CA
1478 Stone Point Drive, Suite 190, Roseville,CA 95661
916.961.3960 916.961.3965 w .pue.com
Project: Jennifer Nery--Job#: 2018-05248
lL/ Date: 6/13/2018 Engineer: SA
Y Gravity Loading
goof snow IORd OkulaOprR
px=Ground Snow Load= 40 par
C,=Exposure Factor= 0.9 (ASCE)-Table 7-2)
C,=Thermal Factor= 1.1 (ASCE]-Table 7-3)
1=Importance Factor= 1
q=OJ C.QI px 35 psf (ASCU-Ea7-1)
where F.s 20 Per,Pr Min=lx Par= N/A
where pP 2D psf,Pr min=IDxl= 20 Per
Per ASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less
than 15^.
Therefore,pr=Flat Roof Snow Load= 35 psf
P.=CN (ASCE]-E9 7-2)
Cs=Slope Factor= 0.875 ARMY
Cs=Slope Factor= 0.933 ARMY
Ps=Sloped Roof Snow Load• 30.7 Def ARMY
Pe =Sloped Roof Snow Load= 327 pef ARMY
id10YR1WaY'rRNf1PR'StRrrulRl&)
ARMY 1
'+�'' wY 'i'. � •z ARMY
Note:Roof the load is removed in area's covered by PV array.
gI0R10r8fnMAMAYI
Composition Shingle 4.00
1x Decking 2.00
2x8 Rafters @ 16'o.c. 1.13
Vaulted Ceiling 0.00 (Ceiling Not Vaulted)
Miscellaneous 0.07
Total Roof Ill.ARMY 3 &0 psf
DL Adjusted to 35 Degree Slope 9.8 psf
:NBW,DARdgBtl ARMY2
Composid.Shingle 4,00
1x Decking 2.00
2x0 Rafters @ 16o.c. 1.49
Vaulted Ceiling 0.00 (Ceiling Not Vaulted)
Miscellaneous 0.51
Total Roof DLARMY 3 8.0 psf
OL Adjusted to 14 Degree Slope 8.2 psf
2ofs
y -7® Project: Jennifer Nery--Job#: 2018-05248
Date: 6/1312018 Engineer: SA
Wind Calculations
Per ASCE 7-10 Components and Cladding
Input Verbblaa
WindSpeed SI]mph
Exposure Category C
Roof Shape Gable
Roof Slope 35 degrees
Mean Roof Height loft
Building Least Width 22 ft
Effective Wind Area 14.6 sf
Roof Zone Edge Distance,a 3.0 it
Controlling C&C Wind Zone Zone
0gbr INbrd PruvaMuhgom
Wind Pressure P=qh*(G*Cp)
qh=0.00256*Kz*Kzt*Kcl*VA2 (Eq.30.3-1)
Kz(Exposure Coefficient)= 0.85 (Table 30.3-1)
cot(topographic factor)= 1 (Fig.26.8-1)
Kc!(Wind Directionality Factor)= 0.85 (Table 26.6-1)
V(Design Wind Speed)= 117 mph (Fig.26.5-1A)
Risk Category= ll (Table 1.5-1)
qh= 25.3 psf
0.6*ch= 15.19
1bnwAUpon c3lodamm
Zone 1 Zone 2 Zone 3 Positive
GCp= -0.99 -1.67 -2.57 0.89
Uplift Pressure= -16.00 psf -25.44 psf -39.03 psf 16.00 psf
Attachment Wad Load= 3.00 psf 3.00 psf 3.00 par
Max Rail Span Length= 2.67 ft 2.67 ft 2.67 ft
Longitudinal Length= 5.46 ft 5.46 ft 5.46ft
Attachment Tributary Area= 14.57 sf 14.57 sf 14.57 sf
Attachment Uplift= -20711, -34516 -54316
La$CMW UPKR Owe"f'Iraclt
Fastener= 5/16 inch
Number of Fasteners= 1
Minimum Threaded Embedment Depth= 2.5 Inch
Withdraw Capacity Per Inch= 20516 (Nos Eq 12.2-1)
Allowable Withdraw Capacity= 8201b (NDS Eq 11.3-1)
82016 capacity>54316 demand Therefore,OK
14g8taaprBhaprfYpMtyOr#
Embedment Depth Reduction Factor 1
Snow Lateral Force= 197 Ib
Attachment Lateral Capacity= 28816 INDS Table 12K)
287.5 lb capacity>19716 demand Therefore,OK
3 of
Project: Jennifer Nery— Job#: 2018-05248
Date: 6/13/2018 Engineer: SA
Framing Check
ARRAY 3 PASS
w=58 pit
Dead Load 9.8 psf
PV Load 3.0 psf
Snow Load 30.7 psf 2a6AWIars*Wo.c
Member Span=5'-7"
Governing Load Comb. DL+SL Note:Attachments shall be Staggered.
Total Load 43.5 psf
lilk1r16 ar PfOp�rNet
Member Size 5(in-3) I(m"4) Lumber Sp/Gr Member Spacing
2x6 7.56 20.80 SPF#2 @ 16"o.c.
dredtMltdrKShm
Fb(psi)= fb x Cd x Cf x Cr (NDSTable4.3.1)
875 x 1.15 x 1.3 x 1.15
Allowed Bending Stress=1504.3 psi
Maximum Moment = (wL"2)/8
= 226.009 ft#
= 2712.1 in#
Actual Bending Stress=(Maximum Moment)/S
=358.7 psi
Allowed>Actual--23.9%Stressed -- Therefore,OK
ChootGef oal"
Allowed Deflection(Tota1 Load) = L/120 (E=1400000 psi Per NDS)
=0.558 in
Deflection Criteria Based on = Simple Span
Actual Deflection(Total load) _ (5•w`L"4)/(384•E-1)
= 0.029 in
= L/2311 < 1./120 Therefore OK
Allowed Deflection(Live Load) = L/180
0.372 in
Actual Deflection(Live Load) _ (5•w-L"4)/(384"E"1)
0.050in
1/1340 < L/I80 Therefore OK
Check Shear
Member Area 8.3 W2Fv(psi)= 135 psi (NDS Table 4q)
Allowed Shear = Fv-A = 1114lb Max Shear(V)=w'L/2 = 1621b
Allowed>Actual--14.6%Stressed -- Therefore,OK
4of5
Project: Jennifer Nery--Job M 2018-05248
Date: 6/13/2018 Engineer: SA
Framing Check
ARRAY2 PASS
w=59 plf
Dead Load 8.2 psf
PV Load 3.0 psf
Snow Load 32.7 psf hdENt4q@lfi"ok.
Member Span=14'-9"
Governing Load Comb. DL+SL Note:Attachments shall be Staggered.
Total Load 43.9 psf
Mmbw pmpffli a
Member Size S(in-3) I(inA4) Lumber5p/Gr Member5pacing
2x8 13.14 47.63 SPFk2 @I6"o.c.
Chards t[dr4s""
Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1)
875 x 1.15 x 1.2 x 1.15
Allowed Bending Stress=1388.6 psi
Maximum Moment = (wLA2)/8
= 1591.83 ftN
- 19102 inut
Actual Bending Stress=(Maximum Moment)/S
=1453.7 psi
204.7%Stressed -- Passes as less than 5%over per 780 CMR.Therefore,OK
CMA bM ftis
Allowed Deflection(Total Load) = l/120 (E=1400000 psi Per NDS)
= 1.475 in
Deflection Criteria Based on = Simple Span
Actual Deflection(Total Load) _ (5•w•LA4)/(384•E'I)
= 0.239 in
= 1/741 < L/120 Therefore OK
Allowed Deflection(Live Load) = L/I80
0.983 in
Actual Deflection(Live Load) = (5"w•LA4)/(384•E"1)
0.697 in
L/254 < 1/180 Therefore OK
Child Shur
Member Area= 10.9inA2 Fv(psi)= 135 psi (NOS Table 4A)
Allowed Shear = Fv-A = 1468 lb Max Shear(V)=w"L/2 = 432lb
Allowed>Actual-29.5%Stressed -- Therefore,OK
5af5
SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS
PAGE# DESCRIPTION
• SYSTEM SIZE:693OW DC, 6000W AC . ALL WORK SHALL COMPLY WITH NEC 2017,2015 IBC, MUNICIPAL CODE,AND SOLAR MODULES PV-1.0 COVER SHEET
• MODULES: (21) LG ELECTRONICS: LG330N1C-A5 ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE
• INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. RAIL PV-2.0 SITE PLAN
(1) SOLAREDGE TECHNOLOGIES: SE&000H-US WITH • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017, PV-3.OA LAYOUT SNR RL
REVENUE GRADE METERING . PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL
• RACKING: GROUNDED IN THE INVERTER. -e PV-3.08 LAYOUT SNR S100
OPTION 1: SNAPNRACK RL; FLASHTRACK COMP.SEE . MODULES CONFORM TO AND ARE LISTED UNDER UL 1703, PV-0.0 ELECTRICAL
DETAIL SD-00708 . INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB-PANEL L STANDOFFS&
OPTION 2:SNAPNRACK SERIES 100 UL; FLASHED L FOOT. • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. FOOTINGS PV-5.0 SIGNAGE
SEE PEN D03. . SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I,OR TYPE IICHIMNEY
MODULES,ARE CLASS A FIRE RATED. LC PV LOAD CENTER
• TRENCHING REQUIRED:AC WIRE TO BE TRENCHED SOFT . RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL ATTIC VENT
IN GRASS AND DIRT MATERIAL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1),
CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SM SUNRUN METER
• EXISTING SOLAR SYSTEM INSTALLED. ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. Q FLUSH ATTIC VENT
• 10.45 AMPS MODULE SHORT CIRCUIT CURRENT.
• 16.32 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a)&690.8(b)]. PM DEDICATED PV METER
o PVC PIPE VENT
INVERTER(S)WITH 0 METAL PIPE VENT
INV INTEGRATED DC FOR STRUCTURAL
DISCONNECT AND AFCI ® T-VENT
AONLY
c
AC DISCONNECTS)
( SATELLITE DISHCD
PAUL
C DC DISCONNECT(S) FIRE SETBACKS CBCOMBINER BOX HARDSCAPE F_ -1 INTERIOR EQUIPMENT —PL— PROPERTY LINE
L J SHOWN AS DASHED SCALE: NTS
A AMPERE sunrun
AC ALTERNATING CURRENT
AFCI ARC FAULT CIRCUIT INTERRUPTER
IAZIMUTH
VICINITY MAP COMP COMPOSITION
DC DIRECT CURRENT
(E) EXISTING #180120
y. EXT EXTERIOR Tx FOREST STREET NX.MAF THOROUGH,MA 01752
FIRM 5 118 9M FRAMING vxaxe ls.7Rem
FPX
INT INTERIOR CUSTOMER RESIDENCE:
LBW LOAD BEARING WALL JENNIFER NERY
MAG MAGNETIC 15 FAIR STREET,
MSP MAIN SERVICE PANEL NORTHAMPTON,MA,01060
(N) NEW
NTS NOT TO SCALE TEL.(413)387-9276
OC ON CENTER APN#.NHAM-000025C-000257-000001
PRE-FAB PRE-FABRICATED PROJECT NUMBER:
PSF POUNDS PER SQUARE FOOT 221R-015NERY
PV PHOTOVOLTAIC
TL TRANSFORMERLESS DESIGNER' 720475.7995
TYP TYPICAL MARGARET GALLEY
V VOLTS
15 Fair Street W WATTS SHEET
REV NAME DATE COMMENTS COVER SHEET
REV.A.1 6/12/2018
PAGE PV-1.0
1201240 VAC
SINGLE PHASE HEDCE1r N Ie S
SERVICE ECCLA-US
80. .A"I IN Fl k t ��,1LC5
METER
NATIONAL GRID 25128508 �...T - - f E 1d I1-..ic-Le
M
UTILITY
GRID 1
SUFPLYSIOETPP
LOADRATED
PI DSIRJ_DLSN ,E SOIARFDGC F'.✓ 6R pi 1,11711
(N)100A PV LOAD WITH FlFCI.RAPID SiU'DGv.M
CENTER COMPLIANT
5 —.
\I EXISTING 100A E SOLAREDGE TECHNOLOGIES:
IN)
MAIN BREAKER BLADE TYPE BI_ LOCKABLE BIL LOCKABLE BIO LOCKABLE GRADE -USMET WITH REVENUE
FUSED BLADE TYPE BLADE TYPE BLADE TYPE GRADE METERING
1 AC DISCONNECT AO DISCONNECT AC DISCONNECT AC DISCONNECT 6000 WATT INVERTER JUNCTION BOX PV MODULES
4 4 3 3 2 OR EQUIVALENT 1 LG ELECTRONICS'.LG330NiC-A5
EXISTING
100A �� �. { // OPTIMIZERS
MODULES
MAIN o.o. oma.—. .� — o��. o�� _ ✓• (� / OPTIMIZERS WIRED IN:
FACILITY PANEL 'Y (1)SERIES OF(11)OPTIMIZERS AND
LOADS o 0 60A FUSES (1)SERIES OF(10)OPTIMIZERS
SQUARE D 20A BREAKER(A) SQUARED SQUARE 0 LOAD RATED PI DISCONNECT
SQUARED DU222RB 35A BREAKER(B) DU222R8 DU222RB WITH COMPLIANT
RAPID SHUTDOWN
0222NRB 3R,60A,2P 3R,60A,2P 3R,60A,2P COMPLIANT SOLAREDGE POWER OPTIMIZER
3R,BOA 120/240VAC 120240VAC 120/240VAC P370
1201240VAC
CONDUIT SCHEDULE NOTES TO INSTALLER:
1. 11 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE.
# CONDUIT CONDUCTOR NEUTRAL GROUND 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN
E EXISTING EXISTING EXISTING EXISTING BREAKER IN MAIN PANEL ENCLOSURE. CONDUCTORS ARE FIELD INSTALLED.
1 NONE (4) 10 AWG PV WIRE NONE (1)6 AWG BARE COPPER s u n ru n
2 314"EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1)8 AWG THHWTHWN-2
3 3/4"EMT OR EQUIV. (2)8 AWG THHNITHWN-2 (1) 10 AWG THHN7THWN-2 (1)8 AWG THHNITHWN-2
1"SCH 40 PVC
3A (BELOW GROUND) (2)8AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2
1"SCH 80 PVC #180120
(ABOVEGROUND) 7�FCRS STRs q MARUeOROUGe,vn01152
PHONE 970
4 3/4"EMT OR EQUIV. (2)6 AWG THHN7THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 CUSTOMER RESIDENCE:
JENNIFER NERY
5 3/4"EMT OR EQUIV. (2)6 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 (i)8 AWG THHN/THWN-2 15 FAIR STREET,
NORTHAMPTON, MA,01060
TEL.(413)387-9276
MODULE CHARACTERISTICS P370 OPTIMIZER CHARACTERISTICS: APN#:NHAM-000025C-000257-000001
LG ELECTRONICS: LG33ON1C-A5: 330 W MIN INPUT VOLTAGE: 8 VDC
OPEN CIRCUIT VOLTAGE: 40.9 V MAX INPUT VOLTAGE: 60 VDC PROJECT NUMBER:
MAX POWER VOLTAGE: 33.7 V MAX INPUT ISC: 11 ADC 221R-015NERY
SHORT CIRCUIT CURRENT: 10.45A MAX OUTPUT CURRENT: 15ADC DESIGNER: 720475.7995
MARGARET CAULEY
SYSTEM CHARACTERISTICS-INVERTER 1
SYSTEM SIZE: 6930 W SHEET
SYSTEM OPEN CIRCUIT VOLTAGE: 11 V ELECTRICAL
SYSTEM OPERATING VOLTAGE: 380 V
MAX ALLOWABLE DC VOLTAGE: 480 V
REV:A.1 6/12/2018
SYSTEM OPERATING CURRENT: 18.24 A
SYSTEM SHORT CIRCUIT CURRENT: 30A PAGE PV-4.0
7TRICAL
. . . • DISCONNECT_ PHOTOVOLTAIC SYSTEM
■ • • • - • •• • ICOMBINER PANEL
7TERMIFNiLS.
LABEL LOCATION: DO NOT ADD LOADS
LABEL LOCATION: AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF
INTERIOR AND EXTERIOR OC CONDUIT EVERY 10 FT,AT EACH TURN,ABOVE AND INTERCONNECTION. LABEL LOCATION:
BELOW PENETRATIONS,ON EVERY JBIPULL BO%CONTAINING DC CIRCUITS PER CODE(S):GEC 2016:690.50.NEC 2017:690 54,NEC PHOTOVOLTAIC AC COMBINER(IF
PER OODE(S):CEC 2016.690.31(G)(3),690.31(G)(4),NEC 2017:690.31(G)(3), 2014:690.54,NEC 2011.690.54 APPLICABLE)690.31(G)14I,NEC 2014:690.31(6)(3),690.31(G)(4),NEC 2011 69031(E)(3), PER CODE(S):CEC 2016,
690.31(E)(4),IFC 2012:605.11.1.6 705.12(D)(2)(3)(c),NEC 2014'.
ENERGIZED IN THE OPEN 705.12(D)(2)(3)(c),NEC 2011:705.12(D)(4)
POSITION NOTES AND SPECIFICATIONS.
LABEL LOCATION' •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE
INVERTER(S),AC DISCONNECT(S),AC COMBINER PANEL 110.21 IS,UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR
(IF APPLICABLE). IF REQUESTED BY THE LOCAL AHJ.
PER OODE(SF NEC 2017:692.1] •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
WORDS,COLORS AND SYMBOLS.
.LAeELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD AND SHALL NOT BE HAND WRITTEN,UNLESS PORTIONS OF LABELS OR
MARKINGS ARE VARIABLE,OR THAT COULD BE SUBJECT TO CHANGES,SHALL
POWER SOURCE OUTPUT BE PERMITTED TO BE HAND WRITTEN AND SHALL BE LEGIBLE.
•LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
CONNECTION
LABEL LOCATION: INVOLVED.
DO NOT RELOCATE THIS ON ORNOMORE THAN 1 M(3FROM THE SWITCH. •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-201 1,PRODUCT SAFETY
C
PER CODE(S):NEC 201]'690 56(C)(3) SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED.
OVERCURRENT DEVICE •DO NOT DOVER EXISTING MANUFACTURER LABELS.
LABEL LOCATION.
ADJACENT TO PV BREAKER(IF
APPLICABLE).
PER CODE(S):NEC 2017:705.12(B)(2)(3)(b)
INVERTER 1
PHOTOVOLTAIC DC DISCONNECT
DUAL POWER SUPPLY SOA Av � m 1s.z4
SOURCES: UTILITY GRID •
380
AND PV SOLAR ELECTRIC 466 S u n r u n
'.M'T,�!� x �x - 30
SYSTEM LABEL LOCATION. LABEL LOCATION:
UTILITY SERVICE METER AND MAIN INVERTER(ST DC DISCONNECT(S).
SERVICE PANEL. PER CODE(S):CEC 2016:690.53,NEC 201]:690.53,NEC
TURN RAPID 201469053,NEC 2011690.53
PER 2017 70):GEC(3).NEC201(2/)(3), #180120
NEC 201]'.]05.12(8)(3).NC 2014'.
705.12(D)(3),NEC 2011'.705.12(D)(4) SHUTDOWN SWITCH TO N"4°�65 b ' a��a�Uca a•���5z
SOLAR e ELECTRIC `M5m9,u,
THE "OFF POSITION TO PV PANELS CUSTOMER RESIDENCE:
JENNIFER NERY
7BUSBA
QUIPMENT FED BY SHUT DOWN PV 5 FAIR STREET,
NORTHAMPTON,MA, 01060
E SOURCES. TOTAL SYSTEM AND REDUCE TEL.(413)387-9276
TING OF ALL SHOCK HAZARD IN THE APN#: NHAM-000028C-000257-000001
URRENT DEVICES PROJECT NUMBER:
ING MAIN SUPPLY ARRAY.
221 R-015NERY
RENT DEVICE SHALL DESIGNER: 204757995
EED AMPACITY OF MARGARET CAULEY
R. SHEET
LABEL LOCATION: LABEL LOCATION: SIGNAGE
UTILITY SERVICE METER AND MAIN SERVICE PANEL. ON OR NO MORE THAT 1 M(3 PH FROM THE SERVICE
PER CODE(S) CEC 2016:705.12(D)(2)(3)(c),NEC 2018 DISCONNECTING MEANS TO WHICH THE PV SYSTEMS REV:A.1 6/12/2018
705A2(D)(2)(3)(c),NEC 2014:705.12(0)(2)(3)(c),NEC ARE CONNECTED.
2011:70512(D)(4) PER CODE(S),NEC 2017:69056(0)(1)(a) PAGE
PV-5.0
ARRAY TRUE MAG PV AREA
SITE PLAN -SCALE=3164"=To" I PITCH AZIM AZIM (SOFT)
® AR-01 35° 94° 108° 110.6
AR-02 14° 274° 288° 276.6
FAIR STREET
Ir��
I • •p n
I-
C7MP n
LC AC E
FOR STRUCTURAL
ONLY
(E)RESIDENCE .a �yZH OFJWA4
PAUL K.
ZACHER ti
STRUCTURAL y
Ac S 01
EEJD
ONAL
INV 0 ( CONDUIT RUN s u n ru n
(ENTRENCHED
TRENCHED-SOFT
(N)ARRAY AR-02 r _ n
DETACHED BUILDING
#180120
(N)ARRAY AR-01 o�eaS eEETM MPRLB nCUGH.0 01752
n — a�eossxeemi
CUSTOMER RESIDENCE:
JENNIFER NERY
15 FAIR STREET,
NORTHAMPTON, MA, 01060
TEL(413)387-8276
APN#:NHAM-000025C-000257-000001
PROJECT NUMBER:
221R-015NERY
DESIGNER: 720.475.7995
tt MARGARET CAULEY
SHEET
SITE PLAN
REV:A.1 6/12/2018
PAGE PV-2.0
ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD, DESIGN CRITERIA
EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG MODULES:
AR-01 COMP SHINGLE FIASHTRACK COMP.SEE DETAIL SD-00708 1 STORY ATTIC WOOD RAFTER 2 X 6 T-9" 16" T-0" 4'-0" 2'-0" LG ELECTRONICS: LG330NiC-A5
AR-02 COMP SHINGLE FLASHTRACK COMP.SEE OETAa saoo7oe 1 STORY ATTIC WOOD RAFTER 2 X 8 15'-9" 16" 3'-0" 2'-g" 2'_0" MODULE DIMS:
66.38"x 40"x 1.57"(40mm)
MODULE CLAMPS:
Portrait: 5.9"- 15.7"
D1 -AR-01 -SCALE: 3/8"= V-0" Landscape:0"-4.7"
PITCH: 35' MAX DISTRIBUTED LOAD:3 PSF
—' SNOW LOAD:40 PSF
AZIM: 94° 1' WIND SPEED:
117 MPH 3-SEC GUST.
�'—
LPG SCREWS:
Ali
511"4.0": EMBEDMENT
NOTE:
1-4'TYP— INSTALLERS TO VERIFY RAFTER
SIZE SPACING AND SLOPED
SPANS,AND NOTIFY E.0 R. OF
5,-S"
ANY DISCREPANCIES BEFORE
III
PROCEEDING.
I III
PENETRATION SPACING:
!� FULLY STAGGERED
--QC^
�SNOFRI
I
PAUL K.
ZACHER
I STRUCTURAL y
20,_4„ -1'-+ 00,0090
SSON4
02-AR-02 -SCALE: 114"=1'-0"
PITCH: 14°
AZ®274 - _ _ sunrun
e - - �$ �,
7 #,80120
7M FOREST STREETHW,MAR IBOPOOGN,MN 017K
PHONE 8986,i 5537 l: 13 _:- .::— - 6� _., —�=I 11' 3" FA+m558e 97m
CUSTOMER RESIDENCE:
JENNIFER NERY
- 2'-8"TYP - 15 FAIR STREET,
B NORTHAMPTON,MA, 01060
TEL,(413)387-9276
- APN#'. NHAM-000025C-000257-000001
PR
'I Q. r._$ 1 _
- 2211R-01 NUMBER:
R-015NERY
DESIGNER:
r
�I til I 720.475 7995
o
3-4 MARGARET CAULEY
Q ..____. Q I. Q. iQ ___.Q Q ._ I SHEET
LAYOUT
REV:A.1 6/12/2018
PAGE PV-3.0
ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD. DESIGN CRITERIA
EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG MODULES:
AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORY ATTIC WOOD RAFTER 2 X 6 T-9" 16" 3'-0" 4'-0" 2'-0" LG ELECTRONICS: LG330N1C-A5
AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORY ATTIC WOOD RAFTER 2 X 8 15'-9" 16" 3'-0" 2'-8" 2'-0" MODULE DIMS:
66.38"x 40"x 1.57"(40mm)
MODULE CLAMPS:
Portrait: 5.9"-157'
D1 -AR-01 -SCALE: 3/8"= 1'-0" Landscape: d'-4.7"
PITCH: 35° MAX DISTRIBUTED LOAD:3 PSF
AZIM:94" — SNOW LOAD:40 PSF
WIND SPEED:
14'TYP 117 MPH }SEC GUST.
LAG SCREWS:
SIF 5/16'x4.0 2.5"MIN EMBEDMENT
I i NOTE:
INSTALLERS TO VERIFY RAFTER
SIZE, SPACING AND SLOPED
5'-6" SPANS,AND NOTIFY E.O.R. OF
ANY DISCREPANCIES BEFORE
PROCEEDING.
PENETRATION SPACING:
o- -o FULLY STAGGERED
J
-- L _ - -- I t"OF&M 9
1' 3" PAUL K.
�- ZACHER
STRUCTURAL y
}-r- zo'_4" -1` 863°190
ess ONAL
D2-AR-02-SCALE: 1147= V-0"
PITCH: 14°
AZIM:274°
® - sunrun
e- --0— -
— — _ --- #laolzo
$ (a--(}--. aHFOAcsr s*xeeram,unAssa+oucrv.ra onsa
xoxe ese.ss�ssz>
l_ _ __ J 11' 3" rexaosszss�oi
II ^ CUSTOMER RESIDENCE:
,`H e— -1 4'TMP -- —(�—� 15 FAIR
pN 15 FAIRR STREET,
NORTHAMPTON, MA,01060
—$ -- TEL (413)387-9276
_ o-j APN#:NHAM-00D025C-000257-000001
(}144 PROJECT NUMBER:
221R-015NERY
3.
DESIGNER: 720.475]995
o 4"
i k I MARGARET CAULEY
SHEET
V-2" LAYOUT SNR S100
REV:A.1 6/12/2018
PAGE PV-3.0B