29-273 (5) 89 LONGVIEW DR BP-2018-1350
GIs#: COMMONWEALTH OF MASSACHUSETTS
Mav:BlOck: 29-273 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Careeorr SOLAR ELECTRIC—SYSTEM BUILDING PERMIT
Permit# BP-2018-1350
Pro ject# JS-2018-002395
Est.Cost: $24605.00
Fee,$75.0 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(so.ft.): 15071.76 Owner. JOHNSTON KAREN G
Zoning. Applicant. NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 89 LONGVIEW DR
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 O Liability
HATFIELDMA01038 ISSUED ON.-611812018 0:00:00
TO PERFORM THE FOLLOWING WORK ROOF MOUNTED SOLAR, 16 PANELS 5.76 KW
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: f; 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 Occupancy signature:
FeeTvpe: Date Paid: Amount:
Building 6/18/20180:00:00 $75.00
212 Main Sucet, Phone(413)587-1240, Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
�a SAxLE
Department use only
City of Northampw
ton Status of PerrriC
Building Depanment Curb CVUDdaway Permit
JUN 15 2018 212 Marcs Street . SaAwriSeptic Avagebifity
Room too WaterlWea Availsbaty
orthampton, MA 01060 Two Sets of Serucneat Plena
DEPT OF WILOING INSPF#ga 41 5871240 Fax 413587.1272 PINS"Plans
NORTHAMPTON,MAn'i `"'
Other Speufy
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1-SITE INFORMATION
This section to W completed by off'"
1.i P.rRp}G P
89 Longview Dr Map _ Lot_._AR Unr._,._
Florence MA 01062 Zane Overlay Dlsmct
Elm at Diearst__. .. Ca DIeW:t_ .
SECTION 2-PROPERTY DWNERSHIPJAUTHORIZED AGENT
2.1 Owner of Record: 89 Longview Dr
Miranda Saxe Florence MA 01062
tamn mil �/'^ ( arc AHnm AY.dMts'
518-570-6932
iNnOM�e
--U.lrueam
2 2 Antbonaed Agent
No l% st Salar 136 Elm St Hatfield MA 01038
flame lPnnll Gcnsn:Gann AtdmFF'
413-247-6045
}rrwlV'a TN'Vil✓+I'tl
Item Estimated Cost(Owsrs)to De Official..se Only
co e d o mnl•a .cam
t. Building � sat Building Perini;Pee I
2. Electrical {c!Estirra:ed Teta'•COato!
3. Plumbng Building Permit Fee ( �,
d. M4cnenicai{HVAC)
5.fire Protecw
G, Total=if -2 +3 •d.J X24 605 Cnacs 4urc>bar a
.._._. .__..
This Section For oN,ciai Use owy , . _.. .. . . . U�
Building Perm.;rvumtx: Date_ �
dn�[:emtY{ USN�n y>nrmr rtH dnyz Cale —�—
5cLUon 4. ZONING ulmerrmavm rMN 1M(.nmplMen.Prima tan fie prrnrrino:xfcarnmPiMr ,nr......r-
Existing P,oposcd Regeired fly 7mung
uoi cmc a:r,cmw.
Lot Sa i._.. _
SMoacks hmn:
Side L: R: L:. . R.
Beat
Auttdicg Ncighr
Bldg Square Filmgc
OPzn spa"FM. WC X
:rut . ......un;:.t 1-4
•affatuing S,paecsµ,-_.... ..__._____ j __ _...
F:II:
A. Has aSSpetiat Permitrvanancei Finding ever Wxn+sscd
crllort!nn U,c silc7
NO 0 DONT `J
KNOW YES
IF YES,date issued:
IF YES: Was theximil corded at Ux Registry uI Derdsf
NO 0 DONT KNOW C YES C
IF YES: enter book Page author Document::
D. Docs leu site contain a block, body of water or wCDands? NO C DONT KNOW O YES 0
IF YES, has a ocrrnit been or rMCd to bo obtained from the Conservation Commission?
Needs to be obtained C Obtained ( Date Issued:
C. Do any signs exist on the orupcity? YES t l NU
IF YC5, descdtK size, type and Iacation:
U. Are VnYC any proposed chargee to or additiom of signs intended for the property? YES C NO (D
IF YES, describe size, type and location:
E. SNIl gee consWdion aetwRydatJro fd anrg,7aarg,y��7a�eavaaon.arillingl overt acrear�snpanr''a ammrs plan
:hat ma Els!uro over I acre! YES NO M
IF YES.mens Nor nampton Sturm Wath Management Perm:From the DPW is reguved.
SECTION 5 DESCRIPTION OF PROPOSED WORK Ineck all aaoll •inial
Naw House
rAldhioll [�] Replacement Windows All ..I {af ❑ RoINinggr Doo a
Accessory Bldg. Cion ❑ New Signs (C2J Decks I= Sitting It Other(Xi
Bnet Desuipnoo of Pmopi Install 16 solar panels on Roof
Ai
Ateratnn of, e%asMji teaTian—Yes__No Adams,new bedroom_Yes No
Attached NarraMe Renoaasng unfinished baseent _Yes _,No
Plans Aaathed Rall Street
sa. If New house and or addition to existing housing complete the following
a. Useofbulaing :One Famgw__ Tho Fsmly Omer
Muni of rooms in each famoy on4:_____ Nun'Aer of BaturoornS
d. Is txsre a garage alta ched?
Proo sed$ooars footage of new conummion. Dman8lons
e. Numter of stories'
Masi of haahng? Fireplaces or Wcadst wes Number of each_
g. Energy ConsaNatmn Corrsbance. _ :lasscieck Energy Compianos form sparse? _
n. Type of oxretructaon
Isd.+nsVVIX!on whin lel fi of vattani---Yes _No. Is wnabUtCon w1hin 500 y. floodpiall—Yes---NO
Depen of pessimism n Psllar fwr caow Trimmed grads
K, Will building conform other auna:ng and Zoning regulations? _Yei Na.
t. Se- ,c Tank^ Cdy Seger_ Private i__ Qty water S.poy
__...._ _._____ ---1-----,------,--- -7-111
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
l Miranda Saxe _ _ _ _ ,as Daner of the s:gea!
Property
hereby authorize Northeast Solar
b any benaa,in all matlOR d11Ya to Ai aNhodzed cy INS building Perm Q pit' bon.
Si aa:ure of Omer � Rile _ ...„..
L Gregory Garrison/Northeast Solar as Owner,Audwdzeo
Agent hereby declare Slag titre stat�il w we feraVng applicelim are we ano ace.ale.to the oast of my mci ricge
and iter,of
Signed under the cams ane penalties of perjuy.
Greqory hairrisor/�-
Pout N,,
Sitxaa a e v!OnneP ra Du
SECTIONS-CONST RUCTI ONSERVICES � _..
S 1 L�csgcfgald Can-tr.ctlon C e rvl c Not Applicable 0
Ph.ill:p Baur-stiard
Nine or «...xolue.. CS106113
CYXnSt NV Ibag
4S iictta 3d Co.tni::, y„ D136. 6/7/19
A Y _Rtli.UGv10n:Y_...__._
413-247-6045
I'm eepnnen
9 Recisterid Home Improvement Contractor: Not Appa'eable 0
Northeast Solar 169641
Conary Name Regisnatwo Number
136 Elm L . Ha1&hAMa 01039 7/13/2019 _
RtlOress v Expiate,Date
Telephone
413-247-6045
SECTION 10.WOR'lNeAVCOMPENSATION INSURANCE AF FIGAVIT(M.G.L.c. 152.125C(6))
Work±- ompensation lnvJrence,aftldawt mutt be oombeled ane tUbmttso Cath this appy.Caren.Failure to pro'restnis aRlda'+A iA rewu
in me Camel of the•.sauance of the tungsten pernni.
Stined Af6da"t Attached Yea....... X1 No_- O
11. - Home Owner Exemption
TIKCUfrClM ratll�rM3l fof"t1w1KPWIK'rF'w'at ca411ded nl llYlUde t7wneM1BMnDIfd DNNIIRCe nfpY(I) w twop2j l'ami;:cs
and to allow such homeowner to engage an i^div(dual for hire who does not pt>sws a license.Provided that the owner acts
Alytpcn'Isor C�iR 7S0 Sixth Edllfo Scctlon 108.3 s I
of Hjamennsater:
Person(sl who own a parcel of land on w'h:ch hc,sbc rv5lde.,or rrunid,to res:dc.,).w'hMh:hest
is.or is imendvd to he,a one or two family dwelling,attached a:dctnched suactmes accessory to such u,c a;d�or farm
stosctares. A Person who constructs more then one home in as two-Year Period shall not be considered a hameorner.
Such"honKowhir"shall submit to the Building Official,o. a form aver;sshle:o the Building Official,that hNshe shall be
rvPPns(bk for&A such wart Performed under ncc kILKIRP Panus,
As acting Construction SuoerrLane your presence on the jab silo%Stype rcquucd ffiY4 time ut dme,d'wthg and upo]
complction of tic work for which ibis pcinia is issued.
Also be ads•iud this with reference x>CTapte: 152(Wiskcrs'Compenvd out aid Chapter 151(Liabriity of i:Mpioyers to
F..mplopns fan)jmia ret resulting in Dcath)of the Massachusetts General Laws Annotatal.Illu ricurg-he Bible for penunrs7
YOU hire w PC form work fx you main this permit.
Th:andcnigbcd"homeow'ner'ccnifics and aswmcs responstbilry fir compliance win the State Buildtng Code.Qty of
Northampton OrdinalKes,State and Local Zonrng Laws and Stew a!7tatsuhu+cns General Laws Mratated,
Homeowner Signature
I' :
^ The Cominomveath ofMassachuserfs Pnntform
i Deportment of lndnsuwl Accidents
Offwe of investigations
1 Congress Street, Suite 100
� F Boston,MA 03114-1017
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print L eldbly
Business/Organization Name:Northeast Solar
Add ... 136 Elm SL
CitylStatelzip-Hatfield,Ma 01038 Phone#_413.2476045
Areyouan employer?Ckeekthe appropriate box: Business;Type(acquired)
I.❑ I am a employer with 17 employees(fidl and/ 5. ❑Retail
o.paxLfime).* 6. ❑Restawant/Bar/Eeting Establishm ant
2.❑ l am a sole ptoprietar or partnership and here no 7. ❑Office and/or Sales(incl.real estate, auto, etc.)
employees working for me in any capacity
[No workers' comp.insurance required] 8. ❑Nao-profit
3.❑ We are a corporation audits rdficerebave ex...iced 9. ❑Finartaimnem
thcurigbi fexemptiorper c. 152,§I(4), anawe here 10 E]Memd'ectumg
no employees.[No workere'comp,insur.anqured]I* il.❑Health Care
4.1-1 We me an. prafitorganizatioq staffedbywlunterr;
withna employees.[No workers' compinsurance req] 12 El Other
*Anyvplicaotbd cledsbmM matako Sp atdvsectimrbelow sl m,tbmwodren'c:mpauatimpolicy tier
**V tie cmpaate d5ces Moe manpkd demehes,but tie cm�atims Ms ollexexryioyees,aw°dren'cevegmsAonpdicyis required ad Buchan
asgusivtimi shoild clerk b mr Ml.
I am an employer that isprovdling workars'a mpsusa4on imciraecs for my employees. Below is tke policy i formanun.
Insrance Company Name.Energi
Insrer's Address: 89 Longview Dr
cityfst,talzip: Florence MA 01062
Policyk or Self-las.Lic.MEWGR000260517 Expiration Date.
Attach a copy of the workers'comp ensalvnp obey declaration page(showing the p alley numb at and exp ination date).
F ailuro to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penelt es of a
fine up to$1,500,00 and/or one-year imprisonment,as well as civil penalties in the Form of a STOP 4L9RK ORDER and a fine
ofupto$25000adayagainAthemolator. Be advised that a copy ofths slotementmaybe forwerdedto the Office of
lacestigetions of the DIA for i once cov age ve Ticetion.
I do hemby certify,ander N an n adory 65at the krfb..uon prwidad above is an carred.
Si awe' Date'. 3 �g
Phone 9.413-247-GD45
Ojyicialaseonly. Donotwritar Q.'Msa,b bemmpletedbycky ortown official
Cityor Town: Poemit'Licera¢9
Issuing Authority(circle one):
1.Beard of Health 2.Building Department 3.City/Town Clerk 4.Licensing Board 5.Selectmen's OHke
6.Other
Contact Persn: Phone H:
� www.masgwldu
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 properly
licensed solid waste disposal facility, as defined by MGLp c 111, S 150A.
Address of the work: ,c 7 nic Ac, 6'D.
The debris will be transported by: NES etr Ci !'—
The debris will be received by: d&zA t Bim.-r i 6..Q,.4ea Building permit number:
Name of Permit Applicant : Oro-44-4.
Tatey/
S na re of Permit Appli nt
�n ROSE ENGINEERING
Page 1 of 1
Date: 6-14-2018
To: Justin Annis
Northeast Solar
136 Elm Street
Hatfield, MA 01038
From: C. Mike Rose P.E.
Rose Engineering
Re, Miranda Saxe, 89 Longview Drive,Florence, MA: Structural Assessment of Existing
House Roof to Support Proposed Solar Array.
On June 13, 2018, 1 conducted a site visit to examine the existing roof framing on the house for
the proposed PV panel installation. The main house is broken into two sections. A one-story
section and a two-story section. The roof framing, on both sections, of the 1969 structure appear
to be Scissor design roof trusses installed at 24"on-center, with a 6/12 pitch. The roofing is
asphalt shingles. 10 PV solar panels are proposed to be installed on the south facing upper house
roof and 6 PV solar panels are proposed to be installed on the south facing lower house roof.
I have reviewed the mounting details for the proposed array. Based on a PV solar panel unit
weight of 45f lbs,with the attachment points of the array placed at a maximum of 4' on center
and staggered to minimize the load to any one roof truss, the roof framing is adequate to support
the proposed PV solar array and the snow and wind load requirements ofthe current MA State
Building Code.
Please contact me if you have any questions or need additional information.
Sincerely, 3�vtxorugss'c
�.t 17RA61fR LL b�
'x w
cmt
No. 51176
C. Mike Rose, PE
Rose Engineering arut '
P.O. Box 315 Phone:(413)775-3666
Shelburne Falls, MA01370 Email:RoseEngMA@gmail.com
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VEROSE ENGINEERING
Page 1 of 1
Date: 6-14-2018
To: Justin Annis
Northeast Solar
136 Elm Street
Hatfield, MA 01038
From: C. Mike Rose P.E.
Rose Engineering
Re: Miranda Saxe, 89 Longview Drive, Florence, MA: Structural Assessment of Existing
House Roofto Support Proposed Solar Array.
On June 13, 2018, 1 conducted a site visit to examine the existing roof framing on the house for
the proposed PV panel installation. The main house is broken into two sections. A one-story
section and a two-story section. The roof framing, on both sections, ofthe 1969 structure appear
to be Scissor design rooftrusses installed at 24"on-center, with a 6/12 pitch. The roofing is
asphalt shingles. 10 PV solar panels are proposed to be installed on the south facing upper house
roof and 6 PV solar panels are proposed to be installed on the south facing lower house roof.
I have reviewed the mounting details for the proposed array. Based on a PV solar panel unit
weight of 45f lbs, with the attachment points of the array placed at a maximum of 4' on center
and staggered to minimize the load to any one roof truss,the roof framing is adequate to support
the proposed PV solar array and the snow and wind load requirements of the current MA State
Building Code.
Please contact me if you have any questions or need additional information.
Sincerely, ��vtxorygys'c
Qib10PfFA LL 2N
No. 52276
C. Mike Rose, PEyo
Rose Engineering rowtl
P.O. Box 315 Phone:(413)775-3666
Shelburne Falls,MA 01370 Email: RoseFngMA@gmail.com
EVALUATION REPORT a�1
rRoofReport Number; 0248
Originally issued: 0912012
Valid Through: 0912013
s
06—WOOD AND PLASTICS 3.0 DESCRIPTION
06060—Connections and Fasteners
3.1 General Description
HOLDER:
EZ Roof Mount L-Foot Kit consists of 5 basic
Corporation components:(1)shoe assembly with captive waterproof
8°1 Sq Suite A washer, (2)leg bolt to fasten through the shingles to the
er,WA 98681 roof rafter, (3) fleshing that is placed under the now of
shingles shove the shoe and then over the shoe, (4)L-
TION SUBJECT Foot that is placed over the protruding shoe threads
and (5) hex cap that is secured on to the shoe. See
EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2.
3.2 Materials
1.0 EVALUATION SCOPE:
EZ Roof Mount is fabricated from aluminum. Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy
with dimensions of 2.80 Inches in diameter and 1.00
• 2009 International Building Codee) inches in height. It is held in place using one 516 inch
• 2009 international Residential Code® diameter lag bolt that Is 4 inch in length and made of
• 2006 International Building Code® stainless steel. Flashing is fabricated from sheet
• 2006 International Residential Code® aluminum with dimensions of 10.0 inches In width, 12.5
inches in length and 0.04 inches In thickness.
1.2 Evaluated In accordance with:
L foot is a 2.00 inch long unequal leg angle made from
• Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in
Miscellaneous Connectors (IAPMO ES EC002- depth, 2.00 inches in width and 0.24 inches in
2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole
• Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is
Penetrations(ICC-ES AC286),Approved Apr 12010 located in the center of the base leg. One slot
measuring 1.64 Inch long by 0.40 inch wide occurs in
1.3 Properties Evaluated: the center and Is located 0.30 inches from the top edge
of the vertical leg, which has a scallop front and rear
• Structural face. See Table 2 for component material properties
• Weather Protection and figures.
2.0 USES 4.0 DESIGN AND INSTALLATION
EZ Roof Mount L-Foot Kit Yo Shingle Roofs is used to 4.1 Design
mount solar systems and other moftop devices such as Tabulated allowable loads shown in Table 1 of This
satellite dishes on asphalt shingle roofs with wood
rafters underneath. report are based on allowable stress design (ASD).
Adjustments to these values are required for wet
EZ Roof Mount is specifically designed to be used for service conditions. sustained exposure to elevated
Installation of solar panels for electric or hot nater temperatures, use with fire relamaM lumber or with
production on roofs olumber whose specific gravity Is less then 0.55
slopes from 3 to 12 units (Southern Pine). Allowable values based on fastener
vertical in 12 units horizontal, strength may be adjusted far duration of loading. See
footnotes of Table 1 for more detailed explanation.
Page 1 of 4
<m4gErs.enM�wM,x:a n�fw.aM�•wt�LLmwc�msm•rr.�ebmlrpP<y^mwac.gw�N penaws�w n:as«a�pm n•ana�:
atnw..ri.,axarx«n.rcvor.avn,.rwaamaezoo�e..aae,pwwm.aemnmw nru.ra,a—uen
EVALUATION REPORT u
Roport Number. 0249 "
Ori ilnally Issued: 0912012
Valid Through: 092013
4.21nstallahon Rain test data and thickness of aluminum flashing
submitted is in conformance with Acceptance Criteria
EZ Roof Mount must be installed using the 5116 inch for Roof Flashing for Pipe Penetrations (CC-ES AC
diameter stainless steel Jag screw at each bracket 286-2008). Rain test conformed to Underwriters
location as described In the manufacturers installation Laboratory Standard for Gas Vents, UL 441-96 Section
instructions. Lag screw must penetrate info the roof 25.
rafter a minimum of 2'/,inches. Prior Ip installation,the
roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with
clearance hole for the unthreaded and shank portions ISO/IEC.17025.
of the lag screw, as required in Section 11.1.3 of the
NOS -05. Threaded portion of the Lag screw shah be 7.0 IDENTIFICATION
inserted into Is Lead hole by turning with a wench and
rid driving by hammer. A die-stamp label in the flashing bearing the name and
address of the manufacturer, the model number,
Use of auxiliary holes in the Shoe other than the use of LAPMO Uniform ES Marks of Conformity, and this
an extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248).
installation is outside the scope of this report.
Flashing should be installed full under the shingle up to we
the raised portion of the flashing to prevent wateringress under the shingle. No portion of the flashing
should be bent upward; the flashing must rest fullyagainst the roof shingles. Otherwise the water and wintl TM
performance may be impaired. IAPMO#0248
5.0 CONDITIONS OF USE
EZ Roof Mount L-Foot Kit for Shingle Rods described
in this report complies with the codes listed in Section
1.0 of this report subject to the following conditions:
5.1 EZ Roof Mount shall be installed In accordance with
this report, manufacturers installation instructions and
the codes listed in Section 1.1.
6.2 Calculations to verify the imposed loads on the EZ
Roof Mount assembly do not exceed the allowable
bads contained in Table 1 of this report shall be
submitted to the code official when requested.
Calculations shall be prepared by a registered design
professional when required by the Statues of the
jurisdiction where the work is constructed.
i
eA EVIDENCE SUBMITTED
Testing and analysts data submitted is in conformance
with Evaluation Criteria for Joist Hangers and
Miscellaneous Connectors(IAPMO ES EC D02-2011).
Page 2 of 4
EVALUATION_REPORT
Report Nitration 0248
Originally Isauad: OW2012
Valid Through 0912013
FNotm
ABLE 7: ALLOWABLE LOADS FOR EZ ROOF MOUNT'L-FOOT KIT
Ultimate Load Test Load as Test Load at C deututed
e balou Teat Value 0.250 inch 0.125Inch FasteaR/MMAI Allowable
(seee below) F.S.-3A dellotion deflection Stren Ih Design Load
thdrawal) 715 1,800 695 340 340
ral 260 240 I70 153 130
able load"Just am based on the least value from the ultimate load ofthree tests(strength limit),tested
t 0.125 inch deflection(deflection bmit),calculated fastener capacity(withdrawal or lateral)for wood
specific gravity of0.55(South=Pine)or allowable stress ofthe aluminum 4foot connector.able load valuesam based on lumber with all ofthe following chanscleristics:
a. Located in dry service conditions where the moisture content does trot exceed 190,4 for an extended period
aftime such as in moat covered structures.
b. Located where it does not experience sustained exposure to doomed temperatures that exceed 100`F.
For any other condition,allowable table values shall be multiplied by die related adjustment fector(s)(C„
inidlor Q in accordance with the National Design Specification for Wood Construction(NDS-05).
3. Allowable load-values are based on lumbo with a specific gravity of0.55(Southern Pine or equal).
4. Allowable load valuesfor withdrawal are haled on a minimum penetration of2'14 inches into the moCraBer
by one 5116 inch x 4 inch long stainless steel lag screw.
5. AI lowable valua may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05.
Uplift
Lateral
Page 3 of 4
EVALUATION REPORT_ a
Report Nti b ri 0248 (W—
OrigingdY issuedt 0912042
Valid Th.Uplu 09/2013
FK1.1M—rWa-,The,
LE 2:MATERIAL PROPERTIES
Material
Aluminum ello ANSUAA A380.0
EPOM with dummeterratin of 60
304 stainless stwl ASTM A 240
Altaainum alio 606376 ASTM B221
Aluminum allo ANSIfAA A380.0
Aluminumello 1060 ASTM 8209
ROOF MOUNT COMPONENTS
f 4M,
q, LMOP
Figural:Shoo Assembly Figure 4:Hcx Cap
f
Figure 2:Lag Bolt Figure 3:Fleshing
i
Figure 3:L-foot
Page 4 of 4
FABO
�� EVALUATION REPORTRa erect Number 0248Originally Issued: 09/2012
Valid Through: 09/2013
fA8LE 1: ALLOWABLE LOA US FUR EZ ROOF MUUNT(,.FOOT KI7rection Ultimate Load Test Load at Teat Load at CalculateAllowable
Test Value, 025o inch p,l25 inch Paatmer/Metal below) F.S.=3.0 deflection defee0on strep thDertg°f'O0d
rdrawal) 715 1,800 695 340 340
ral 260 240 130 153 130
able load values arc based on the least value from the ultimate load ofthree tests(smongth limit),tested
0.125 inch defection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood
specific gravity of 0.55(Southern Pine)orallowable stress ofthe aluminum L-foot connector.
able load values art based on lumber with all ofthe following characteristics:
a. Located in dry service conditions wirere the moisture content does not exceed 19%for m extended period
of lime such as in most covered structures.
b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F.
For any otter conditions,allowable table values shall be multiplied by the relined adjustment faclor(s)(q„
and/or C,)in accordance with the National Design Speeifcatum for Wood Construction(NDS-05).
3. Allowable loadvalues am based on lumber with a specific gravity ofO.55(Southern Pint or equal).
4. Allowable load values for withdrawal are based on a minimum penetration of 2 h inches into the roof rafter
by one 5/16 inch x 4 inch loag stainless steel lag screw.
5. Allowable values may out be increased for load duration in accordance with Section 10.3.2 of the NUS-05.
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Design-Driven Advantages
#1 module aesthetics and efficiency'
Unmatched module reliatauig,2 SEP ES
No electrolytic capacitors
25-year Combined Power and Product
Warranty
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Maximize Value for Roof MY
Size system for roof,not string inverter
optimize performance of each module
Expand Deployment Options
Complex roofs and partial shading %i
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Small systems 17-
System expandability
Simplify &Speed Installation Optimize System and Installation Efficiency
Factory-integrated microinverter SunPoyery AC Modules which include a factors integrated
Robust double-locking AC connectors
Design flexibility offsite and onsite SunPoxer micromverter,provide a revolutionary combination of high
No DC string sizing process efficiency,high reliability,and module level DC-to-AC power conversion
Fewer installation steps than competing
systems Designed specifically for use with Sun Power mwis,MourC'and the
Intuitive commissioning SunPower Monitoring System,SjnPower AC Modules enable rapid
Component of Complete System installation,best-in-class system aesthetics,and intuitive visibility into
Built for use with SunPowerG finvisilviounC' system performance All this comes with the best Combined Power
and the Sur-Power Monitoring System and Product Warranty.
Superior system reliability and aesthetics
v sunpower.com
SUNPI�WER"
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SPRh22360C AC Solar Cells 96 Monecrystalllne Measures Gen 111
ounninalwower3pnorm 360W Front transmission HigM1temperetl glass with anti-
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Power Tolerance +SI-096 reflective mating
Avg Panel Effcency' 22296 Environmental Outdoor rated
Temp.Coef.(Power) -0.30%FC Rating
Three bypass diodes Frame Classl black anedlzed(highest AAMA rating)
Shade Tolerance Integrated module level maximum power Weight 455las(206 kg) _
point tracking Max.
-- ---- -- Recommended 1.3 in.(33 mm)
Module Spacing
Output O 240 V(min sound hroq 211/240/264V
Output @208 V(mi n/nom/max.) 183/208/229V
Operating Frequency(min/nom/mwarranties
ax) 59.3/600/605 He 25-year limited power warranty
__.
Output Power Factor(min_) 099 25yearlimited product
AC Max Continuous Output Current Sir 240V 133A UL 1741,Including compliance with
AC Max.Continuous Output Current @ 208 V 1.54 A applicable requirements of IEEE 1542 and
AC Max Cont Output Power 320 W it IEEE 1547.1
OC/AC CEC Conversion Efficiency 960% ' FCC and ICES 003 Class B
Max Units Per 20 A Branch Circuit @ 240 V 12(single phase) i - AC module Type 2 Fre Rated
Max.Units Per 20 A Branch Circuit @ 208 V 10(two polel j UL 2703 Listed when Installed with
Certifications InvisiMount'"
Class A Fire Rated when installed with
nvisiMount"and when distance between
Operating Temp. -40-Pto+185-F(-4D°Cto+85°q roof surface and bottom of Sun Power
Max Ambient Temp 122e F(able q modulefromels 3.5'(8.89cm)
Max Load Wnd'.62 psf,3000 Pa 305 kg/cox front&back ) Alternating Current(AQ Module designation
_S. 125 Ref.6000 Pa.611-kg/me front enables Installation In accordance with NEC
Impact Resistance 1inch(25 mm)diameter hail at 52 mph(23 .6906
most PID Test Penumbralinduceddegradation free
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