30A-054 (4) 44 LIBERTY ST BP-2017-1069
GIS n: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 30A-054 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-2017-1069
Project# J S-2017-001831
Est.Cost: $24668.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sq. ft.): 15855.84 Owner: MAITINSKY JEAN-PAUL
Zoning: URB(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 44 LIBERTY ST
Applicant Address: Phone: Insurance:
136 ELM ST (413)247-6045 () Liability
HATFIELDMA01038 ISSUED ON:3/28/2017 0:00:00
TO PERFORM THE FOLLOWING WORK INSTALL 16 SOLAR PANELS ON ROOF
S,„>KUJ
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 St 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:
FeeTvpe: Date Paid: Amount:
Building 3/28/2017 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File# BP-2017-1069
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0
PROPERTY LOCATION 44 LIBERTY ST
MAP 30A PARCEL 054 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid ///��� I
Building Permit Filled out 75/
Fee Paid
Typeof Construction:_INSTALL 16 SOLAR PANELS ON ROOF
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 106113
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
IrtMATION PRESENTED:
Approved Additional pennits 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
�- lif.n Delay
3 - ;H7
Sig a of Bui :ing Official 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.
VIA if too K`f
DePtstnnr um rt •
City of Northampton Staana MOW: 7t`A'
Building Department
212 Main Street '�ysifab'' Way
Room 100 W>te /Awae6gay ",'°"
Northampton. MA 01060 two*if Sauce",Pliw -
phone 413.5871240 Fax 413.587.1272 Pkdl$ae Plans r„'< `
pits*6p.Jly - ..,
APPLICATION TO CONSTRUCT,ALTER,REPAIR RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
NAR 272017
SECTION 1-SITE INFORMATION {{'
¢Ma eofficectlon to be completed by office
1.1 progeny Aadrnnt -
44 Liberty St, Florence Ma 01062 MaP Lot Unit
Zone Overlay District
Elm St Distrkt Ca District
SECTION 2•PROPERTY OWNERSHIP/AUTHORIZED AGENT
i1 Owner of Record: 44 liberty St
Jean Paul Maitinsky Florence MA 01062
Niers(Fnn nerc CuMiliing Arenn'
Cd
646-522-2448
Idepnara
S
7 2 AnthMnad Agent
Northeast Solar 136 Elm St, Hatfield, MA 01038
varve(PrnD Cur.am Maung Aggress'
413-247-6045
SignaliseTdeehare
SECTION 1-ESTIMATED CONSTRUCTION COSTS
Nem Estimated Cost Palmetto be Official Uta Only
con'dei d by permit arciicant
i. Building {al Building Permit Fee
2. Electrical (b{Esamand Total Cost of
Consent on from le)
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
i.Fire Protection
S. Taate0 +2+3+4+5) tali (ocot CheckNuw €t 99J7
This Section For Official Use Only
Building Permit Number: Dale
DDeese;
Signature:
Puking Commsaorsrtinspadar d Butdngs Dam _....
Section 4, ZONING An IMamana,Must 6e CaraPaHad, Permit Can Se Denied Dix to litcaypletp Infamannn
11.1111.1.1.111/M a i. ,,. Required E3cpa Zo,wz,,
ng
-tri:,«ammn.tc aeon re bs
DuKaii
Setback, Front
Side
Rear
III�IIIII�
Open Space Footage -�--�_
trot ata mime boot a pnvJ
gamokim_
sant 111111111111111111111111111111111111111.1111I.duce 8 La:aea.
A. Has a Special Permit/Variance/Finding ever been issued fo"�r/on the site?
HO O DDN7 KNOW YES 0
IF YES,date Issued:
W YES: Was the permit recorded a the Registry of Deeds?
NO O DONT KNOW O YES C?
IF YES: enter Book Page andfor Document I
B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW 0 YES O
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained a Obtained 0 , Date issued:
C. Do any signs exist on the property? YES C) NO 0
IF YES,describe sire, type and location:
0, Are there any proposed changes to or additions of signs intended for the property 7 YES O NO O
IF YES, describe size, type and location:
E. Will the tonsauctian actMty datorb(cigenng.gradingtteavaaon,Or ailing)over I acts aria ii pan ofa oxnm nplan
That will disturb over 1 apt? YES U NO '
IF YES.then a Northampton Sterni Water Management Perrrit from tie DPW is required.
New House ❑ Addition ❑ Repiacement141ndowe Alta alon(al Q Roofing ❑
M Doors U
Accessory Bldg. ❑ Demolition ❑ New Signe (01 Decks IQ Siding 101 Other(90
Beret Desaipton of Prcpceed Install solar panels on Roof : 1b
Work:
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Aaxhed Narrative Renovating unfinished basement _Yee No
Plena Attached Roll -Sheet
sa It New house and or addition to*Wetting hatUnn,complete Ow following:
a. Use of building:One Ferrety Two Farrity Other
b. Number of moms m each fanny unk. Number of Bathrooms
c. Is sere a garage attached?
d. Proposed Square footage of new construction. Dimensions _
e. Number of stories?
t. Method of heating? Fireplaces or Woodetovea Number of each
g. Energy Conservation Compliance. Messtheck Energy Compliance form attached?
h. Type of oornetoaadm
Is construction wmein 100 ft.of wetlands? Yes No. Is conseuccon within 100 yr. floodplain Yes No
j. Depth of basement or ostler floor below finished grade
k. Wilt building cadomm to the Building and Zoning regulations? Yes No,
I. Septic Tank_ Cay Sewer Private well City water Slippy
SECTION Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Jean Paul Maitinsky .es Osnar of the subject
property
herebyautnorae Northeast Solar
0o act on my - ,. tail matters relative to wok audforized by this building permit application.
Dale -.
1, Ann Bronner/ Northeast Solar as Owner/Authorized
Agent hereby declare that the statements and information on the foregong application are true and accurate.to the beat of my knoMedge
and belief.
Signed under the pain and penalties of perjury.
Ann Bronner
Pont Name /
d y.,e.3 1116711
Signture oro erfAgwa Oex
SECTIONS-CONSTRUCTION SERVICES
$1 Linneed Construction Sunervlaor: Not Applicable 0
Phi ll_p Baunagard
Barra of License Hydpt. CS106113
Leena Nuwbet
41 Heath Rd Ctl.rait ea 01340 6/7/17
I
/j(/GJ jam' rapepno 413-247-6095
S.Real*B ad Home Improvement Contractor Not Applicable 0
Northeast Solar 169641
CompanyNatm Registration Number
136 Elm St . Hatfield, Ma 01038 7/14/17
Address Expiratcn Date
Telephone 413-247-6045
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C48))
Workers Compensation Insurance afddewt must be competed and submitted with this applicator.Failure to pros+de this affidavit will result
in the denial of the issuance of The building perms
Signed Affidavit Attached Yes.......XI No O
11. —Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families
and to allow such homeowner to engage Lie individual for hire who docs not possess a license,provided that the owner acts
aofftdttan of oragre nn: Person(s)•who own a pared of land on which hobhe resides or intends Co reside,on which there
is,or is intended to be,a one or two family dwelling.attached or detached suuctwcs accessory to such use and+a farm
structures.A Demon who eoastrimts more than oar home In a iwayear Defied shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official on a Than acceptable to the Building Official,that heat shall be
As acting Cowerncdon Simonises your presence on the job site will he required from time to time,during and upon
completion of the work for which his permit is issued.
Also be advised that with rcfamcc 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 beliable for person(s)
you hire to perform wok for you under this permit
The undersigned"homeowner"certifies and assumes responsibility far compliance with the Stare Building Code,City of
Nonhampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated,
Homeowner Signature
{ The Commonwealth of Massachusetts Print Form
Department of Industrial Accidents
lad + ` Office of Investigations
„f.i E ,,S,''H1 Congress Street, Suite 100
XT;iu Boston,MA 02114-2017
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Business/Organization Name:NortheastSolar
Address:136 Elm St.
City/State/Zip:Hatheid, Ma 01038 Phone#:413-247-6045
Are you an employer? Check the appropriate box: Business Type(required):
I. / I am a employer with 10 employees(full and/ 5. ❑ Retail
or part-time)* 6. ❑Restaurant/Bar/Eating Establishment
2.1 I am a sole proprietor or partnership and have no 7, ❑ Office and/or Sales(incl. real estate, auto.etc.)
employees working for me in any capacity.
[No workers' comp. insurance required) 8. ❑ Nen-profit
3.E We are a corporation and its officers have exercised 9. ❑ Entertainment
their right of exemption per c. 152, §1(4), and we have 10.0 Manufacturing
no employees. [No workers' comp. insurance required)** I I ❑ Health Care
4.❑ We are a non-profit organization, staffed by volunteers,
with no employees.[No workers' comp. insurance req.] 1251 Other _
'Ann applicant that checks box 01 must also fill out the section below showing their workers'compensation pokey information.
x'lithe corporate officers have exempted themselves.but the corporation has other employees,a workers'compensation policy is required and such an
organization should check box di.
I am an employer that is providing workers'compensation insurance for tar employees. Below is the policy information.
Insurance Company Name Hanover
Insurer's Address:44 Liberty St
City/State/Zip: Florence, Ma 01062
Policy # or Self-ins. Lin.#WHN 5715134-02 Expiration Date:4/8/17
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 MGL e. 152 can lead to the imposition of criminal penalties of a
tine 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 he forwarded to the Office of
Investigations of the DR for insurance coverage verification.
I do hereby certfy,underthe ` s and pent of perjury that the information provided above is true and correct
Signature: +
Alt Lane-) Date:1/16/2017
Phone#:413447-6045
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#:
--. mww.mnss.gov/dia
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,
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: March 18,2017
To: Ann Bronner
Northeast Solar
136 Elm Street
Hatfield,MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Jean-Paul Maitinsky,44 Liberty St, Florence,MA: Structural assessment of existing house
roof to support proposed solar array.
On 3/16/17 f conducted a site visit and investigated the house roof framing in the area of the
proposed PV panel installation.The original 22'x 28',2-story Farmhouse style house was bulk
around 1900. 16 PV solar panels are to be installed on the south facing roof of the house.The roof
framing was covered with a finished ceiling and could not be directly observed. However, based
on my investigations of similar style and age houses, on the measured thickness of the roof and
spacing of the nails/screws securing the sheetrock,the rafters appear to be full dimension 2x6
installed at 24"oncenter,spanning 10'-6",with an 11/12 slope. It appears that the finished attic
floor joists are 2x7, installed at 16" on-center and attached to the eave walls and prevent the roof
from spreading. The roofing is asphalt shingles.
I have reviewed the mounting details for the proposed solar array. Based on the specified PV solar
panel unit weight of 42± 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, ���ctx or kts
a DAVID A. =6
a VREELAND ;n,
CIVIL
David Vreeland,PE No.46317
Vreeland Design Associates "$F``clet P£st..
SSIONAL Frr'
116 Riva- Road, Leyden, MA 01337 Phone: (413) 6240126
Email: dvreeland@verizon.net Fax: (413) 6243282
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EVALUATION REPORT ux
Report Number: D248
Originally Issued: 0912012
Valid Through; 09'2013
Division:06—WOOD AND PLASTICS 3.0 DESCRIPTION
Section: 06060—Connections and Fasteners
3,1 General Description
:2 REPORT HOLDER:
EZ Roof Mount i-Foot Kit consists of 5 bask;
SunModo Corporation components: (I)shoe assembly with captive waterpioof
+- 1905 SE 5'"St,Suite A washer, (2)lag bolt to fasten through the shingles to the
3'. Vancouver, WA 98661 roof rafter, (3)flashing that is placed under the row ::f
shingles above the shoe and then over the shoe, (4)I.-
EVALUATION SUBJECT Font that +s placed over the protruding shoe threads
and (b) 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;
LZ Roof Mount is fabricated hem aluminum. Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aforn:num miry
with dimensions of 2.80 inches in diameter and 1.00
• 2009 International Building Code191 inches in height. II Is held ei place using one 5/Ia inch
• 2009 international Residential Code3 diameter tag bolt that is 4 inch in length and made of
• 2006 International Building Cadet Stainless steel. Flashing is fabricated 'rum sheet
• 2005 International Residential Coded) aluminum with dimensions of 10.0 inches in width. 12.5
7 inches in length and 0.04 inches in thickness.
1.2 Evaluated In accordance with:
L foot is a 2.00 etch long unequal leg angle made from
• Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions cf 3.00 inches in
Miscellaneous Connecters (IAPMO ES ECCO2- depth, 2.90 inches in width and 0.2t '•nohes in
2611),Approved March 2011 thickness. It contains a 0.3(5 inch diameter round hole
• Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is
Penetrations(ICC-L5 AC286).Approved Apia 2010 located in the center of the base leg. Ore scot
measuring 164 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 sed icat tag, which has a scallop front and rear
• Structuraltaco. See Table 2 for component material properties
• weather Protection and figures.
2.0 USES 4.0 DESIGN AND INSTALLATION
FZ Roof(Mount L-Fcot Kit for Shingle Roofs is used to 4.1 Design
mount solar systems and other rooftop devices such as Tabulated allowable loads shown in T>ibie I of this
satellite dishes on asphalt shingle roofs with wood report are based on allowable stress design (ASD;_
ushers underneath. Adjustments In Ihose valves are required for wet
service conditions, sustained exposure to elevated
1 27 Root Mount is snecificallypaedesigned to bo used for temperatures. use with fro retardant 'umber or with
installUroduation of solar panels for electric or hot water lumber whose s ecdie gravity is less than 0.55
nrchuchn1 on roots with slopes from 3 hs 12 units P
ve*ilea! in 12 units horizontal. (Southern Pine). Allowable values based en fastener
strength may be adjusted for duration of loading. See
footnotes of Table+ for more detailed oxplanafiur,
Page 1 of 4
n = x y ..
...n., G"PT•an+.• ns zw,rvc•,+•semi.,v«•e.a.. o.v •: -um_ .., °" ,"•••••`.
EVALUATION REPORT (r +,
Report Number: 0248
Originally Issued: 0912012
Valid Through: 0912018
li 4.2 Installation Rain test data and thickness of aluminum hashing
submitted is in conformance with Acceptance Criteria
EZ fool Mount must be installed using the 5715 inch for Roof Plashing for Pipe Penetrations (ICC-ES AC
diameter stainless steel tag screw at each bracket 28G-2008), Rain lest conforrned to Underwriters
j location as described in the manufacturers installation Laboratory Standard for Gas Vents, UL 441913 Section
instructions 1 ag screw must penetrate into the roof 25
raftera minimum of 2 4 Inches. Prior to Installation,the
roof rafter shall he bored with the required lead and _ fest results aro torn laboratories in compliance with
clearance hole fcr the unthreaded and shank portions ISO/IEC 17025
of the lag screw as required in Section 11 1.3 of the
NTS -05. Threaded portion of the tag screw shall be 7.0 IDENTIFICATION
:nsened nto its lead hole by turning with a wrench and
not driving by a hammer. A die-stamp label in the Hashing oenring Iho name ano
address of the manufacturer. the mode! ncrnber,
P Use of atxitiaof holes in the Shoo other than the use of IAPMO Uniform ES Marks of Conformity and this
an extra fastener to stop the shoe horn rotating during Evaluation Report Number;ER-0248).
installation is o tsnle the scope of this report.
Flashing should be installed full order the shingle up to f A P
the raised portion of the flashing lo prevent tvater (yjo
Ingress untie the shingle. No portion of the flashing
should be bent upward; the flashing must rest My �ES/
E against the roof shingles-Otherwise the water and wind \✓ n Thr
oedermanoe may be impaired.
!ARM°e0248
5.0 CONDITIONS OF USE
EZ Roof Mount L-Foot Kit for Shingle Roofs described
in this report camp"'es with the codes listed in 5edion
110 of ibis report subject to the following conditions:
5.1 LZ Roof Mount shall be installed in accordance with
Ms report. manufacturers installation instructions and
Pie codes ilsled In Section 1.1.
6.2 Calculations to verify the imposed loads on the EL
Roof Mount assembly do not exceed the allowable
roads contained in Tahie 1 of this report shall be
subn-. ted to the code official when requested.
Calcu:atons shalt be prepared by a registered design
professional when required by the statues of the
juoisd.cticn whore the work is constructed.
to EVIDENCE SUBMITTED
resting and analysis data submitted Is in conformance
with Evaivation Criteria for Joist Hangers and
Miscellaneous Connectors(IAPMO ES EC 002-2011),
Page 2 of 4
EVALUATION REPORT 6
*"'
Report Number: 0240
Originally Issued: 0912012
Valid Through: 09/2013
TABLE 1: ALLOWABLE LOADS FOR EL ROOF MOUNT L-HOOT KIT(11)a.)"'" B
LOPd IaIYfCdVO Ultimate[had Test Lased at t rL ad at Calculated AIf wplplC
['est Value U.290 lath UtTS uvl Feetener/Metni
:see figui it below) I Design Load
deflection deflection Strength
Unillt(Withdrawal) 7:5 3,300 695 340 340
i mc^pi I 260 240 130 153 130
Notes
i_ Allowable load values are based on the least valve from the ultimate load of duce tests( re:lath Ileal),oaesi
loo I t 0 1 5 in v ty o .5(deflection limit). .calculated fasten capacity( I dr valoor lateral)for mood
wa: aspect( _ nt f 0.55 or allocable stress of the alumina Irfaotconnecter
.
Allowable.7 ad eatticr are rased on lumber with ail or dig oilowmg characteristics:
a- Located in thy aftViCe C011tiiiI0115 where the moisture content does not exceed 19%for an extended period
of time,uc as-a in%t coveted structures
b. Dented whole it does not experience sustained exposure tu elevated tewacenapres that exceed I00 F
Po. Any other conditions,ailoa:able:oldie values sial(be:nultiplied by the:dated adjustment factods:(C,,
cud/or CT in aceptdance with the National Design Specification for Wood Cans:rnttion(4ti>5-105).
Allow;a0le load values arc based on lumber with a spec Mc gravity of 055(Southern Pine or cqualy.
1 4 Al owable load values fonWithdrawal me based on e minimum penetration of 2 II inches into the roof rafter
by one 5/15 inch x 4 inch long stainless steel lag scrnv.
A dowab.c valves may not be increased for load duwtiun in ACCOITIalilt wi0t Section 10 3,2 of tic NDS-05_
Uplift
Lateral
Page 3 cf 4
EVALUATION REPORT 60.4
0
- - Report Number: 0248 4
Originally Issued: 09/2012
Valid Through: 0912013
TABLE 2:MATERIAL PROPERTIES
Comp iteet I Mairniol
bhco IAlovmwl atip,ANSI/AA A3&30 _ .._.
Wtuerpren:W:uherEPi3M m(h 8 tom ter risi rg `*O
1IaBRu� j104stainless ore ISMA749
1. I foot AI niurn alloy 083-rc Al IM 8221,,,,___
Hca Cap V:8e88811 alloy ANS11AA A180C
fi Haslm:x I Alurninu 21 alloy 1060 AS(D8
t 820
7
EZ ROOF MOUNT COMPONENTS
r u m
r.
' ,m- „ „ `'
• Pigurel:Shoe Ae.Sem biy Figura 4.lin Cap
'srl
i
lotre 2:Lag Holt t tguro 5;Ttashnig
oi
I
1 Igare I L-font
Page 4 of 4
EVALUATION REPORT \j)
Report Number: 0240N1/4 !-
Originally Issued: 09/2012
Valid Through: 09/2043
TABLE le ALLOWABLE.LOADS FOR EZ ROOF MOUNT L-FOOT HIT pis.)"a.`s
Load Direction Allowable
Load Teat Load at Test Load at Calculated Aliowabie
(sec figure below) Test Value 0350 inch 0.125 inch FasteneNgletal beep Load
FS.=3A deflection deflection Strength
Upff(Withdrawal) 715 1.000 695 740 V10
hawed 2,60 240 130 153 _ 130 —
Notes
L Allowable load valoes arc based on the bast value from 0m ultimate load of three Ices Este ngth limit),tasted
a at 0 125 inch deflection(deflection limit),calculated fastener capacity( ithdrawal or etal)fin wood
with a specific gravity e:U.55(Southern Pine)or allowable stress of the aluminum I-Pot con:tee r_
2. Allowable loud values are based on lumber with all of the following characteristics:
a. Lccated in dry Acivicc conditions where the moisture content dots not exceed 19%for an extended period
of tient such as in must Levered structures..
ii I.ncaled where tt does nut exec knee sustained exposueeao elevated temperatures that exceed 100'F.
lot any other conditions,allowable table values shall be multiplied by the related xdjus'rncat factors;(C,,,
and/or C,)in accordance with the National Design Specification for Wood Constcietion(NDS-05)
? Allowable load values arc based on lumbar with a specific gravity of 0,55(Southern Pine or equal).
4. Allowable load values for withdrawal am lazed un a minimum penetration of 2'h inches into the roof rnttcr
by one 5/I6 is ch x 4 lath long stainless steel tag screw
5 Allowable value:Inay nut be increased for lad duration fu a cord nce with Section 10.32 of the NDS-05_
ft
'
xatera(