16A-017 (8) 437 SPRING ST BP-2017-0397
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 16A-017 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-2017-0397
Project# JS-2017-000657
Est.Cost: $27713.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sq.ft.): 17859.60 Owner: MAYHEW RUSSELL&ELLEN
Zoning: URA(100)/WSP(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 437 SPRING ST
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 () Liability
HATFIELDMA01038 ISSUED ON:9/23/2016 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL 22 SOLAR ELECTRIC PANELS ON
ROOF
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 Occupancy Signature:
FeeType: Date Paid: Amount:
Building 9/23/2016 0:00:00 $75.00
212 Main Street, Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2017-0397
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0
PROPERTY LOCATION 437 SPRING ST
MAP 16A PARCEL Or 001 ZONE URA(IOO)/WSP(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid -76-
Building Permit Filled out (j
Fee Paid
Typeof Construction: INSTALL 22 SOLAR ELECTRIC PAN.. . ON RO U _
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Buildinp Plans Included:
Owner/Statement or License 106113
3 sets of Plans/Plot Nan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO ATION PRESENTED:
pproved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: _Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
ii . '•1 De .
/i0 r
Signam e of Buildin_ If ficial Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of
Planning&Development for more information.
MA)k
_ .*.7 ent use
/ `'<�• �d City of Northampton tutu 'of.ROWeii: *r .;6n
Building Department rb.cuporewa
22 212 Main Street Sey1� d`Avat�atitnt 161
Room 100 1gSa,eNa litail
Northampton, MA 01060 vo otjtnfeti p"(ns
p •ne 413-587-1240 Fax 413-587-1272 abuses Plops
odeeeOpee4c 4.4; „„
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1-SITE INFORMATION
1.1 Property Address: This section to be completed by office
Map Lot _Unit _
437 Spring St, Leeds Ma 01053
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Russell Mayhew 437 Spring St, Leeds Ma 01053
Name(Punt) Current Mailiny Address: 503-880-7472
T&ephone
Sign: . e
2.. Auth. u=:vitt tent:
Northeast Solar 136 Elm St, Hatfield Ma 01038
Name(Print) //�'�y Curren:Mailing Addmss'.
y.�/L.. Lrye'r.�.•41�1+ 413-247-6045
Signature !' Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
_ completed by permit applicant
1. Building (a)Building Permit Fee
2. Electrical (b)Estimated Total Cost of
Construction from(6)
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5.Fire Protectiona +�'�6�
6. Total=(1 +2+3+4+5) $27,713 Check Number '' aJ p, / u
This Section For Official Use Only
Building Permit Number: Date
Issued
Signature.Signature: �.
Building Commissioner/Inspector of Buildings Date
Section 4. ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
ma(Hearn of be filled in by
Building Department
Lot Size
Frontage _...
Setbacks Front
Side L:........_R L.',.. R_
Rear
Building Height
13Mg.Square Footage
Open Space Footage
(Lot arca minus bids,&paved
parkin& _..
#of Parking Spaces
Fill:
(vulpine ie.bp/cuticle) L......
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DONT KNOW orf YES 0
W YES,date issued:I
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DONT KNOW 0 YES O
IF YES: enter Book Page ' and/or Document #'
B. Does the site contain a brook, body of water or wetlands? NO (2 DONT KNOW O YES (0
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained C) , Date Issued:
C. Do any signs exist on the property? YES O NO
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O
IF YES, describe size, type and Location:
E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 NO c
IF YES,then a Northampton Storm Water Management Permit from the OPW is required.
SECTION 5-DESCRIPTION QF PROPOSED WORK icheck all applicable)
New House ❑ Addition ❑ Replacement Windows Alterations) ❑ Roofing
Or Doors Cl
Accessory Bldg, ❑ Demolition ❑ New Signs 1 1 Decks ID Siding[pi Other[X
BrWortf Install
of Proposed Install 22 solar electric panels on roof
Alteration of existing bedroom Yes No Adding new bedroom _Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
Oa,If New house and or addition to existing housing, complete the following:
a. Use of building:One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms,,,,,,
c. Is there a garage attached?_,,,,,T
d. Proposed Square footage of new construction. Dimensions
e, Number of stories?
f Method of heating? Fireplaces or Woodstoves _Number of each _
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction __
i. Is construction within 100 ft.of wetlands? Yes _No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? Yes No.
I. Septic Tank City Sewer Private well City water Supply
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Russell Mayhew ,as Owner of the subject
property
Northeast Solar
hereby authorize
to act on my beta "n all matters relative to work authorized by this building permit application.it /2./y/ c.
Si ure of Owner Date
Northeast Solar ,as Owner/Authorized
Agent hereby declare Mat the statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief,
Signed under the pains and penalties of perjury,
Ann Bronner
Print Name
et r a. 6/28/2016
Signature of Owner/Agent Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor Not Applicable ❑
Phillip Baunsgard CS106113
Name of License Holder:
Lke,se Number
41 Heath Rd Colrain, Ma 01390 6/7/17
Address Expiration Date
. 2<,6 if F 413-247-6045
a f4.+:re _ Telephone
9.Registered Home Improvement Contractor: Not Applicable ❑
Northeast Solar 169641
Company Namg Registration Number
136 Elm St . Hatfield, Ma 01038 7/14/17
Address Expiration Date
Telephone 413-247-6045
SECTION 10-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 X] No ❑ '-
11. - Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or nvo(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 780, Sixth Edition Section 108.3 3.1.
Definition of Homeowner: Person(s)who own 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 dwelling,attached or detached structures accessory to such use and/or farm
structures.A person who eenstrnetsmorn 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
fesponsible for all such work performed under the building permit
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s)
you hire to perform work for you under this pennit
The undersigned"homeowner'certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and Stale of Massachusetts General Laws Annotated.
Homeowner Signature
The Commonwealth of Massachusetts Print Form
a
Department ofIndustrialAccidents
,}" Office of Investigations
tt ! 1 Congress Street, Suite 100
Boston,MA 02114-2017
'' r.C49/ www.mass.gov/dia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Business/Organization Name:Northeast Solar
Address:136 Elm St.
City/State/Zip:Hatfield, Ma 01038 phone #:413-247-6045
Are you an employer?Check the appropriate box: 1 Business Type(required):
I.E. I am a employer with 10 employees(full and/ 5. ❑ Retail
or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment
2.❑ I am a sole proprietor or partnership and have no 7. ❑Office and/or Saks(incl. real estate,auto,etc.)
employees working for me m any capacity.
[No workers' comp. insurance required] 8. ❑ tion-profit
3.❑ We are a cmporttion and its officers have exercised 9. ❑ Entertainment
their right of exemption per c. 152, §1(4), and we have 10.❑ Manufacturing
no employees. [No workers' comp.insurance required)*" II.❑ Health Care
4.E We are a non-profit organization,staffed by volunteers,
with no employees. [No workers' comp.insurance req.) 12.❑Other
•
*Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information,
"If the corporate officers have exempted themselves,hut the corporation has other employees.a worker'compensation policy is required and such an
organization should check box C1.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information.
Insurance Company Name:HanOver
Insurer's Address 437 Spring St
City/State/Zip:Leeds, Ma 01053
Policy#or Self-ins. Lie.#WHN 5715134-02 Expiration Date:418/17
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 MC11.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 pain r ud penal ,,,,,,tie 'educe that the information provided above is true and correct.
Signature: , Lr .% a fmet),_ Date:6/28/2016
Phone#:413.247-6045
Official use only. Do not write in this area,to he completed by city or town official
City or Town: --- _,Permit/License#_
Issuing Authority(circle one):
1. Board of Health 2. Building Department 3. City/Town Clerk 4.Licensing Board 5.Selectmen's Office
6.Other
Contact Person: Phone#:
.
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Mayhew t ,f /'" amDton.MA 01060
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437 Spring 01053
Leeds, Ma
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: September 18, 2016
To: Ann Bronner
NorthEast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland,P.E.
Vreeland Design Associates
Re: Russell and Ellen Mayhew, 437 Spring St, Leeds, MA: Structural assessment of existing
house roof to support proposed solar array.
On 8/19/16 we conducted a site visit to investigate the existing roof framing in the area of the
proposed PV solar panel installation.The I-story ranch style house with attached garage was
constructed in 1986. 22 solar panels are to be installed on the south facing roof of the 23'x 33' ell
section of the house.The rafters are 2x6 installed at 16"on-center, spanning 11'-0", with a roof
pitch of 5/12. 2x6 ceiling joists, installed at 16"on-center are attached to the bottom of the rafters
and prevent the roof from spreading.The roofing is asphalt shingles.
I have reviewed the mounting details for the proposed array. Based on my calculations and a PV
solar panel unit weight of 38+ 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 rafter, the existing 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, 4,1 of u4stc
__@@ DAVID A. yG
e Cit
u N0.46317 ~
David Vreeland,PE a ,+ p x
Vreeland Design Associates ��otsrav, a4r,
S/emit.okv
116 River Road, Leyden, MA 01337 Phone: (413) 6240126
Email: dvreefand@verizon.net Fax: (413)624-3282
EVALUATION REPORT(/\/o
Report Number 0248
` `�-
Originally Issued: 042012
Valid Through: 0912013
•
' Division:06—WOOD AND PLASTICS 3.0 DESCRIPTION
Section: 06060—ConnectIons and Fasteners
31 General Description
REPORT HOLDER:
EZ Roof Mount 1-Foot Kit consists of 5 basic
SunModo Corporation components: (1)shoe assembly with captive waterproof
> 1805 SE 5L1 St,Suite A washer, (2)lag bolt to fasten through the shingles to the
Vancouver,WA 9B661 root rafter, (3)flashing that is placed under the tow of
EVALUATION SUBJECT shingles above the shoe and then over the snoe, (4) 1-
Foot that is placed over the protruding shoe threads
and (5) hex cap that is secured or to the shoe. See
SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2.
. Roofs
3,2 Materials
`f 1.0 EVALUATION SCOPE:
L2 Roof Mount is fabricated from aluminum Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alley
with dimensions of 2.80 inches in diameter and 1.00
* 2009 international Building Codes inches 4h height. it is held in place using one 5116 inch
• 2009 International Residential Codes diameter lag bolt that is 4 inch in length and made of
+ 7026 International Building Codes stainless steel. Flashing is fabricated from sheet
• 2006 International Residential Codes 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 engin made from
+ Evaluation Criteria for Joist Hangers and 6063-16 aluminum with dimensions cf 3.00 :rrhes in
MiscaOar=eou5 Connectors (IAPMO ES EC002- depth, 2.00 inches in width and 024 'aches in
2011),Approved March 2011 thickness. It contains a 0.3/5 inch diameter round hole
I • Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is
Penetrations(ICC-LS AC286).Approved April 2010 located in the center of the base leg. Ore 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 materiel properties
• Weather Protection and figures.
2.0 USES 4.0 DESIGN AND INSTALLATION
F2 Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design
mount solar systems and other rooftop devices such as Tabulated aVowab'e Vpaos shown in Sable 1 of this
satellite dishes on asphalt shingle roofs with wood
miters rimier-matemoodare based on allowable stress design (ASD).
Adjustments to those values are required for wet
1 E7 Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated
installation of solar panels for electric or hot water temperatures, use with fire retardant lumber or vi h
production on roots with slopes Prem 3 to 12 units lumber whose specific gravity is less than 0.55
ver heal in 12 units benzoate) (Southern Pine), Allowable values based on 'astener
strength may be adjusted for duration of loading See
footnotes of Table 1 for more detailed explanation.
Page 1 of 4
a wie,,,,,wis.„„sir 0 iresiii innAnninnOinnnn e+111 ne hen& e Pinta
,Ah. . .en. n ..pf kavi, .`"r .wu-r �w nw re Inc -+.a.,o..,,.,.,«..
. rsien,w> n nZ .rsa »s r`�
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EVALUATION REPORT
Report Number: 024E
Originally Issued: 09;2012
Valid Through: 0912013
4,2 installation Rain lest data and thEckness of aluminum aashfng
submitted is in conformance with Acceptance Criteria
EZ Roof Mount must be installed using the 5116 inch for Roof Hashing for Pipe Penetrations (ICC-ES AC
diameter stainless steel lag screw at each bracket 28E-2008). Rain test conformed to Underwriters
location as described in the manufacturers installation Lahoratvry Standard for Gas Vents. UL 441-96 Section
instructions. I,ag screw must penetrate into the roof 25.
rafter a minimum of 2 'h inches- Prior to installation,the
roof rafter shall be bored with the required lead and rest results are from laboratories 4n compliance with
? clearance hole for the unthreaded and shank portions ISO/1EC 11025
of the .ag screw as required in Section 11.13 of the
NCS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION
Lneeried into its lead hole by turning with a wrench and
not driving by a hammer. A die-stamp label in the gashing Deanna the name and
address of the manufacturer. the modal number.
r Use of aukihay holes in the Shoo other than the use of IAPMO Uniform ES Marks of Conformityand this
l; an extra fastener tc stop the shoe from rotating during Evatuatton Report Number(ER..0248)
instoltatior is outside the scope of this report. _
Flashing should be instahed full under the shingle up to IAF
the rased canton of the flashing to prevent water MQ
ingress under the shingle. No portion of the flashing
shcud be bent upward; the flashing must rest fury BS
ayanst the roof shingles Otherwise the water and wind ao TM
Performance may be impaired.
IARMO 40248
5.0 CONDITIONS OF USE
EZ Roof Mount L-Foot Kit for Shingle Roofs described
in this report comp"es with the codes fisted in Section
1.0 cif this report subject to the following conditions:
5.1 E7 Rear Mount shall be installed in accordance wet
this report, manufacturer s installation instructions and
he codes listed in Section 1 1
5.2 Calculatiors to verify the imposed loads on the EL
Roof Mount assembly do not exceed the allowable
loads contained In Table 1 of this report shall be
sdbrntted to the code official when requestted.
Oalcutatrons shall be prepared by a registered design
professional when -equired by the statues of the
hurisd,cticn whore the work is constructed.
60 EVIDENCE SUBMITTED
Testing and analysis data submitted Is in conformance
with Evaluation Criteria for Joist Hangers and
Miscellaneous Connectors(IAPMO ES EC 002-2011),
Page 2 of 4
EVALUATION REPORT (;
Report Number: 024e
Originally Issued: 09!2012
Valid Through: 0912013
TABLE 1: ALLOWABLE LOADS FOR It ROOF MOUNT L-FOOT Kit(llrs,)' 45
Ultimate Lund Test Lund at test Load at Calculated
• Load Direction Allowable
Test Value 0.250 inch 0.125 inch Fastener/Metal
(sen figure below) F.S.^3.0 deflection deflection Strength Design Load
Uplift(Withdrawal) 715 1,800 695 341 310
Lateral 260 240 130 153 i)0
Notes
1. Allowable toad values are based on the lent value from the ultimate load a Nigro tests(strength lie t) tested
toad al 0-125 inch deflection(dellectian Una),calculated fastener capacity(withdrawal or lateral)fie cmod
with a specific gravity of PSS(Southern Fine)or allowable stressof the aluminum 1.Toot connector
Allowable load values are based on lumber with all of the following characteristics:
a. Located et day service conditions where the=inure content dues not exceed 19%for an extended period
• of lime such as in most covered structures.
b. Located((hoc it does non experience sustained exposure to elevated temperatates that(Aeon( I1)0 I1
Par any other conditions allowable table values shall betnuhiplled by the related adjustment factors)(C„
Idler CO in accordance with the National Design Specification(or Wood Construction(NDS-05)
3. Allowable load jai ties are based on lumber with a specific€a Ill of 0.55(Southern Pine or equal)
!. Allowable lad vanes for svithdmwal me based on a minimum p netraton of 2 fi inches into the onCndcr
by one 5/16 inch x 4 inch hong stainless steel lag screw.
5- Ailowaab:evalues may not be increased for load duration in accordance with Section 103.2 of the NDS-0.5.
Uplift
Lateral
ti
.....sax
31/4.
q
Page 3 of 4
EVALUATION REPORT _
Report Number; 0248 �
Originally Issued: 09/2012
Valid Through: 09/2013
TABLE 2:MATERIAL PROPERTIES
rnp nntl I Malarial
Sha: 11luannum loy ANSIAA A3800
Waterproof Washer EPOM with d roi cl rating 60
LaR 1 t 304 slanrless steel ASTM A 240
I.-foo —' AlimnnnaA yf ,3 {4ASIi 1 21
x CnP
—hashing
_ Aluminum� allay AitSUAA S7NU0
la
P Alummuru el[ y IC(O ASTMB209
d
EZ ROOF MOUNT COMPONENTS
4.
-+n mom`1 i
s z ;-�;
Figurei:Shoe Asscm bi;
Figure 4:Has Cap
'.T_1
El
2
i /
Figwe 2r Lag Boli Figure S.Flashing
2.
l
b
�f
Figure 3:L.fooi
Page 4 of 4
EVALUATION REPORT \//
• Report Numbers 0240
Originally Issued: 0912012
Valid Through: 09/2013
TABLE I: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(Ibs.)t'rs^s
Load Direction I Ultimate Load Test Load at 'rest Load at Calculated
Allowable
me6daw Test Value O.259 Inch O.IIS inch Fastener/Metal
• (see 6# ) F.S.=3.0 deflection deflection Strength Design Load
Uplift(Withdrawal) 711 Ladd 695 340 340
Lateral 260 240 ❑0 153 130 -_—
Notes
L Allowable load values arc based on the least value from the ultimate load,f three tests(strength limit),tested
load at 0.125 Inch defection(dafle tion limit):calculated fastener capacity(withdrawal or lateral)for wood
• wills as eci fie gravity of 0.55(Southern Pine)or allowable sCccns of the aiun lawn l-foot connector
2. Allowable -d values are based on lumber with al(of the following characteristics:
a. Located in dry service conditions when;the moisture conical docs not exceed I9%for an extended period
of time such as in marl covered structures.
Located where it does not experience sustained exposure to elevated tdmperatnrcs that exceed IOW F.
For any mime conditions,allmvable table values shall he multiplied by the related adjasttncn thcturf•
s)ICm
and/or t1.)in scnrdance with the National Design Specification flus Wood Consrrimtism(NDS-OS).
3. Allowable load values arc based on lumber with a Beilic ossify0(055(Southern Pine or equal)
4. Allowable load values for withdrawal are based on a minimum penetration of 2 / inches into:the roof rafter
by one s1I6 inch x 4 inch lung slainiesu alesI lag screw_
5 utterable values n .y not be in avased for Ind duration in accordance with Strohm 10.3.E of the NOS-95.
Lateral
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LGNeON 2 LG315N1C-G4
Mechanical Properties Electrical Properties(STC*)
Cells 6x'0 Module Type 315 W
Cell Vendor LG MPP Voltage(Vmpp) 312
Cell Type Monavpsain&/tt-type MPP Current(Impp) 950
Cell Dimensions 156 75 x 56]5 mm/Endhes Open Circuit Voltage(Voc) 106
•of Reshar 2(MAI Wre Busbar)• _ Short Circuit Current(lee) 002
Dimensions(Lx W x u) '640 x 1600 x 40 mm Module Efficiency(%) 'P2
6a.57x 3037y 157 ace Operating Temperature PC) 40-.90
Font load 6000 Pa 125 psf• Maximum System Voltage N)
Rear Load 5400 Pe/113 4 _.. 20
p • Maximum Series Fuse Rating(A) -0
ConWeinector
MC4MG4p%/3]1 pie
Power Tolerance(%) 6-r3
Connector Type M04 M 4[ npa,ble,IP6]
Junction Box M1 4 Bay a%33es
Length of Cables 2x100 mm/
2x39n
mon
Glass gi%M1 n:empered 6'ms
Fame Aoxlize4 Aluminum Electrical Properties(NOCT*)
Module Type 315W
Certifications and Warranty
Maximum Power(Pura.) z30
Certifications IEC 61215.IEC 6 730 ',/-] MPP Voltage(Vmpp) 304
IEC 51716(Ammonia rest MPP Current(Impp) 758
IEC 61701(Salt Mst Corrasion ce5_) Open Circuit Voltage Woe) 3]6
ISO 900 Short Circuit Current(Ise) 808
Lt 1703
Module Fire Performance(USA) 'yes 2/6L 1]03) v l
Fire Rating(for CANADA) ClassCULC/DRD Cl]03) Dimensions(mm/in)
Product Warranty 12 yuan
Output Warranty of Pmax Linear//E my• Ci
emp
erature Characteristics �_,_, 1
NOCT
6±3r
Pmpp 038%/C• ji
�"
n... ,... .. . _,...,.,. .......—
Vac -0 28%/"C
Ise ]6?FPC . u
Characteristic Curves —""
loops
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anwI
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t
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LG NorthAmen
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c 5 LSE. it,esnud Innwaoonmra lwterure C
opt arr Ig xrearrplaeccre
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Northeast
I l Gt _ I LiHu . .. . t ,' ,
Typical feet placement w/ w '
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16" o.c. rafter spacing it
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Typical feet placement w/
Il ..� .(t Iit� 111 111 1e��i tl-
24 o.c. rafter spacing �. I ',
II" I 1 1 III till Illi 1IiI
1 I r
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