17A-050 (11) 144 BRIDGE RD BP-2017-1027
GIS#: COMMONWEALTH OF MASSACHUSETTS
Mao:Block: I7A-050 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-2017-1027
Project# JS-2017-001768
Est. Cost:$17429.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sq.ft.): 11935.44 Owner: HARDER JASON C
Zoning: RI(100)/URA(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 144 BRIDGE RD
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 0 Liability
H A T F I E L D M A 010 3 8 ISSUED ON:3/1 6/201 7 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALLATION OF ROOF MOUNTED SOLAR, 13
PANELS 4.16KW
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 k 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 3/16/20170:00:00 $75.00
212 Main Street, Phone(413)587-1240, Fax:(413)587-1272
Louis Hasbrouck -Building Commissioner
File# BP-2017-1027
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 Q
PROPERTY LOCATION 144 BRIDGE RD
MAP 17A PARCEL 050 001 ZONE R1(1001NRA(1001/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Typeof Construction: INSTALLATION OF ROOF MOUNTED SOLAR. 13 PANELS 4.16KW
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
INFOKNIATION PRESENTED:
e.Approved 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 •
Si4j.frøieIaY
gnaturt ilding II ' lal 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.
r 42 S.44 �floM )
Do uSign Envelope ID:6ECF50B?.12E4.4 12P-sE4F-A22D71C405C2
Deparynont use only
city of Northampton Status of Permit
wilding Department Curb Cut/DrivewayPermit
tp 212 Man Street SewertSepiicAvabaM6ty --
Room 100 Water/Well Availability
c, Northampton, MA 01060 Two Sets of Sttuctural Plans
,phorR5413587-1240 Fax 413-587-1272 PIovSite Plans
Other SPBOWY
APPLICATION TOCONSTRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION I
1.1 Property Address: This section to be completed by office
Map ..... Lot UJnit_,,,_,,,
144 8R\oCE RDI edR&.+cC NA stab,.
Zone_ Overlay District
Elm St.District CS District_
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
a.1 Owner of Record:
J. o /� !Lfl
)
0 eller
Name rine Cg. .....➢h. •met
fTelephone - .-__
tg tore
2.2 Authorized Agent:
Northeast Solar 136 Elm St, Hatfield Ma 01038
Name(Print) Current Mailing Address.
A 413-247-6D45
Signature s Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
I
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(i-WAG)
5. Fire Protection y
6. Total=(1 +2+3+4+5) to r H \ Check Number ! l-7/3 f-75-
This Section For Official Use Only
I
Building Permit Number. Issu
Dated:
Signature:
Building Commissioner/Inspector of Buildings Date
DacuSgn Envelope ID:6ECF5062-12E4-412043E4F-A221)71C40SC2
Section 4. ZONING All Information Must Be Completed. Permit Can ne Denied Due re Incompiete Information
Existing Proposed Required by Zoning
This column to be lined is b_€
Budding Depanmeni
Lot Size
Frontage
Setbacks Front
Side L R: L: R:
Rear
Building Height
Bldg.Square Footage ,n
Open Space Footage
(Lei area minus bldg&pared
parking)
e of Parking Spaces
Fill:
(volume&Location)
A. Has a Special Permit/Variance/Finding ever been issued forion the site?
NO O DONT KNOW ® YES O
IF YES, date issued:'.
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DONT KNOW O YES O
IF YES: enter Book Page and/or Document if
B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW O 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 O NO Ct
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 I acre or Is it pan of a common plan
that will disturb over I acre? YES O NO 0
IF YES, Then a Northampton Storm Water Management Permit from the DPW is required.
DogeSign Envelope tD 6ECE5082.12E44120-8E4FA22D71C405C2
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition n I Replacement Windows Alteration(s) n Roofing n
f Or Doors 0
Accessory Bldg. ❑ Demolition ❑ j New Signs [O) Decks [C fJ Siding [MI Other[994
Brief Description of Proposed Lt ' / W
Work: Xt+STAisL 13 SOLAR, ?Asan$ oN Roof t Ci
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Reit -Sheet
ea.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?
d. Proposed Square footage of new construction, Dimensions
e. Number of stories?
t. 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
t 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 Ta•OWNER AUTHORIZATION-TO SE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Jason Harder
,as Owner of the subject
property ._.. .._......
Northeast Solar
hereby authorize
to act on my behalf,Ill ais e aatrs relative to work authorized by this building permit application.
12/2/2016
Signature of Ow Date
Northeast Solar ,asOwner/Authorized
Agent hereby declare that 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 /in
"% e,arnB 12 fa
Signature of Owner/Agent Date
DoreSign Envelope ID:6E0E50nd-12E4-4120-t1E4F-A22D11CA05C2
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Phillip Baunsgard
Nameo „I cense Holder. CS106113
license Number
41 Heath Rd Colrain, Ma 01340 6/7/17
Address �}. Fxplration Date
rb'f�'`J �r 413-247-6045
Signature Tel ne
9.Registered Home Improvement Contractor; Not Applicable Cl
Northeast Solar 169641
Company Name 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 Yee X3
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 an individual for hire who does not possess a license,provided that the owner acts
9s supervisor.CMR 780, Sixth Edition Section 1083.5.1.
pe6¢dion 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 constructs more than one home in a hyo-year period shall pot he considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be
responsible tot-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 permit.
The undersigned'homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
, r",, The Commonwealth of Massachusetts Print Form
t Department of Industrial Accidents
f Office of Investigations
` t 't I 1 ('ongress Street, Suite 100
Boston, MA 02114-2017
"°t i `� www.mass.gov/dia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Business/Organization Name: olar
ort east
Address:136 Elm St.
City/State/Zip:Hatfield, Ma 01038 Phone#:413-247-6045
Are you an employer? Check the appropriate box: Business Type(required):
l.❑'. I am a employer with 10 employees(full and! 5. ❑ Retail
or part-timed* 6. ❑ Restaurant'Bar/Eating Establishment
2.LJ 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] $ ❑ Non-profit
3.L We are a corporation and its officers have exercised 9. n Entertainment
their right of exemption per c. 152,§1(4), and we have 10.0 Manufacturing
no employees. [No workers' comp. insurance required]"
11.0 Health Care
4.❑ We are a non-profit organization, staffed by volunteers,
with no employees.[No workers' comp. insurance req.] 12.0 Other
"Any applicant that checks bore 21 must also till out the section below showing their nnrkers'compensation policy information.
"If the corporate officers have exempted themselves.hut the corporation has other employces,a workers'compensation policy is required and such an
oreanizati on should check bot#I.
I am an employer that iv providing workers'compensation insurancefar n,r employees. Below is the polio information.
Insurance Company Name:HanoVer
Insurer's Address:144 Bridge Rd
City/State/tip: Florence, Ma 01062
Policy #or Self-ins. Lie, #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 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 he pains and •-realties of perjury'that the inforn ution provided above is true and correct.
Signature: �` ----Ar ,��. Date:72/12/2016
Phone#:413-247-6045
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License# _
Issuing Authority(circle one):
I. Board of Health 2. Building Department 3. City/Town Clerk 4.Licensing Board 5. Selectmen's Office
6. Other_
Contact Person: Phone#:
www.m99.gmddia r
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: February 21, 2017
To: Ann Bronner
NorthEast Solar
136 Elm Street
Hatfield,MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Jason Harder, 144 Bridge Rd,Florence,MA:Structural assessment of house roof to
support proposed solar army.
1 have investigated the roof framing for the proposed PV solar panel installation.The original 26''x
32', 1-1/2-story cape style house with attached garage was built in 1950. Extensive renovations
have taken place including a second floor added to the garage and connector as well as a second
floor two foot extension with new shed roof on the north side of the main house. 13 PV solar
panels are to'be installed on the shallow north facing roof. The newer shed rafters are 2x10,
installed 16"on-center, spanning 14'-6",with a 2/12 roof slope.The original rafters are full
dimension 2x6 rafters installed 16"on-center, spanning 12'-8". It appears that 2x8 ceiling joists,at
16"on-center are attached to the bottom of the 2x10 rafters and to the original north and south 2x6
rafters, preventing the roof from spreading. The original north 2x6 rafters have been cut at the
ceiling line. 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 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 north roof framing
is adequate to support the proposed 1W 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, ita or hi
+e`v/ c
of/ DAVID A. s6.
' �
;\,f ! VREELAND n
CIVIL
David Vreeland, PE Na.46317
Vreeland Design Associates oEFo,erEPEos t
SSIONA.ENG
116 Riva Road, Leyden, MA 01337 Phone: (413)6240126
Email: dvreeland@verizon.net Fax: (413)6243282
LGNeON z LG320N1C-C4
Mechanical Properties Electrical Properties(STC')
Cells 6m 1(1 Module Type 320w
Cell Veneer .0 MPP Voltage(Vmpp) 336
_
Typ
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9 53
CO Die tIS*7 ry4a675mm/6 MPPe Current olag} 409
cot Wnwnslm.s ISE>Sxli6>S mm/61n.fix Open Circuit Voltage(voc) [+�
°of Busbr 13Molt Wire Busbar) QI Short Circuit Current(Isc) 1005
Dimensions(1 x W a H) 1940»1000 390 mm Module Efficiency(%) 195
0457.3937 91 57 mch operarn9 Temperature(C) n/1 )-.90
Font mine 6030 Ra 25 psf$ Mm(uwmS tem Velta9e(V) 1000
Rest load $400Pa r 113 P`r a Manuman Series- seRMhg(A) 20
Weight 1PB s 0550i37405.1 1As Power Tolerance(55) C-�3
Conner tor Type MC4.3IC4 Cmnpaoble 1060 tlren::e a r01
lonctnren. Pa I voth3 Bypass Dreier
Length or Cables 291000 mm/293337 nth
Gies IIi9h 1S Issnn inmprvea 6Cv
Frame rvoa>ed aw.,nn„m Electrical Properties(NOCTa)
Module Type 320
Certifications and Warranty
Mavimum Power(Pmax) 234
Certific tiorw Lrt.913151EC 517301 L 3 M PP Voltage(Vmpp) 307
lEr 0:"16 r Ammone let5 MPP<mrent tlmVFt -r69
CC 61701/sir ban;C( slur-ec; ()pa,Circuit votta9e Vsci_
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Product Warranty. 12}iaa
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EVALUATION REPORT
Report Number: 0248
Originally Issued: 0912012
Valid Through: 0612013
Division:06—WOOD AND PLASTICS 3.0 DESCRIPTION
Section: 06060—Connections and Fasteners
31 General Description
REPORT HOLDER:
EZ Roof Mount s-Foot Kit Consists of 5 oasis
Sunhlodo Corporation components shoe assembly with captive waterproof
1905 SE 5th St,Suite A washer, (2)lag bolt to fasten through the shingles to the
Vancouver,WA 98661 roof rafter, (3) flashing that is placed under the row of
shingles above the shoe and then over the snae, (4j 1-
EVALUATION SUBJECT Foot that :s placed over the protruding shoe threads
and (S) hex cap that is secured or to the shoe. See
Sunhlodo EZ Roof Mount L-Foot KR for Shingle Figures 9 tell;n Table 2.
Roofs
31 Materials
1.0 EVALUATION SCOPE:
CZ Roof Mount is fabricated tri zlurninum. Shoe
1.1 Compliance with the following codes: assembly is fabricated using casing aluminum alloy
with dimensions of 2,80 inches in diameter and 1.00
• 2009 Interne:lona!Building Codes inches in height. II is he'd in place using one 5/16 inch
• 2009 International Residential Code', diameter lag boil that is 4 inch in length and made of
• 2006 international Building Coder Stainless steel. Flashing is fabricated Som sheet
• 2003 international Residential Codela aluminum with dimensions of 100'news 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 Iron tong unequal .eg angle made from
• Evaluat on Criteria for Joist Hangers and 6663-16 aluminum with dimensions of 3.00 !aches in
tvliscel.'aceous Connecters (AMO ES EC0o2- depth 2.00 inches in width and 0.24 :riches in
2019),Approved March 2011 thickness. It contains a 0.315 inch diameter round hoc
• Acceptance Criteria for Roof Flashing for Pipe w'th a 0.83 inch diameter chamfer Or base) that is
Penctrat ons((CC-LS AC286),Approved April 2010 (coated in the center of the base leg Ore sot
measuring 1.64 inch on by 040 inch wide occurs in
1.3 Properties Evaluated: the center and is located 0.30 inches frog^the top edge
of the vertical leg, which has a scallop front and rear
• Structural face. See Table 2 for component material oropertes
• Weather Protection and figures.
2.0 USES 4.0 DESIGN AND INSTALLATION
FZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design
rnour! solar systems and other rooftop devices such as
satellite dishes on asphalt shingle roots with wood Tabulated allowable roads shown in Table I 0 this
rafters underneath, report are based on allowable stress design (ASO).
Adjustments to those va'ues are required for Bret
( e2 Roof Mount m specifically designed to be used for rY1YQ conditions, sustained exposure 10 elevated
instarlation of solar panels for electric or hot water temperatures. use with fro retardant lumber or with
orodjction on roots with slooes from 3 to 12 units lumber whose specific gravity r fora than O,55
vertical=n 12 units horizontal. (Southern Pine). Allowable values based on fastener
strength may be adjusted for duration of loading. See
footnotes of Table 1 for more detailed explanation.
Page 1,el4
ewfliT inervatonai Atva= cr Nuntimg org..nhanua'0111...•1. R'a Mined.Prete r L.nrde,a3. p4w.0 Pra pSehri re.le ucuced,
.r . n.4 L. >r fl ..parz wu wrw .m e m ,n> I6n
egWaFn r!. I Ca e,pn5 n >9t)6 )Cu ..
EVALUATION REPORT
Report Number: 0248 -`
Originally Issued: 09/2012
Valid Through: 09/2013
4.2 Installation Rain test data and thickness of aluminum trashing
submitted Is In conformance with Acceptance Criteria
EZ Roof Mount must be installed using the 5116 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC
diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters
location as described in the manufacturer's installation Laboratory Standard for Gas Vents. UL 441-96 Section
instructions. Lag screw must penetrate into the roof 25.
`- rafter a minimum of 2 `G arches. Prior to installation,the
`. roof rafter shall be bored with the required lead and lest results are from laboratories in con:thence with
clearance bole for the dethroeced and shank portions ISQIIEC 17025
of tee lag same as recuired in Section 11.1.3 of the
Lr NJS -75. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION
rinserted into its load hole by turning with a wrench arid
', not tFiving by a hams-or. A die-stamp label in the flashing nearing the name and
address of the manufacturer. the model number.
Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES Marks of Conformityand this
or extra fastener to stop the shoe from rotating during Evaluation Report Number(ER-0248).
Installation;s outside the scope of this report. _II
Flashing should be installed fun under the shingle up to IAP }
Ing raised porton tof the ort to the water (y)Q
ingress under the shingle. No portion of the flashing
should be bent upward; the flashing must rest fatly LS
ag nst the roof shingles, Otherwise the water and wind CN TM
pelcrrnancn may be impaired.
IAPMO/40248
i 5,0 CONDITIONS OF USE
EZ Roof Mount L-Foot Kit for Shingle Roofs described
in this report complies with the codes listed in Section
1,0 01 this report s bjcctt to the following conditions:
5.1 EZ Roof Mount shall he installed In accordance with
this report, rnanufacturers Installation instructions and
the codes listed in Section'..1.
5.2 Ca eulations to verify the imposed loads on the EZ
Roof Mount assembiy do not exceed the allowable
loads contained in Table 1 of this report shalt be
submitted to the code official when requested.
Calculations shall be prepared by a registered design
crotessional when required by the statues of the
purisdcticn where the work is constructed.
6.0 EVIDENCE SUBMITTED
resting and analysis data submitted is in conformance
with Evamalion Criteria for Joist Hangers and
Misceliareo;is Connectors(IAPMQ ES EC 002-2011).
Page 2 of 4
EVALUATION REPORT
Report Number: 0248 —
Originally issued: 09/2012
Valid Through: 0912013
TAME 1: ALLOWABLE LOADS NOR I2 ROOF MOtINE L-FOOT KIT iihs.)t 9
Ultimate Load Test Lund at 'Pert Load at Calculated
Load Direction test Value 0.250 inch 0.125 inch Fastener/ fetal Aihrnnbie
(see figure below) FS.m 3.0 deflection deflection Strength Design Load
Upii11(Withdrawal) 715 1.800 695 340 310
lateral 2110 240 I 130 153 140
( Npl
1. Allmsable toad values are hated on the least value Dom thy ultimate load of three vests(strength 5m;t),tested
load tot 0.1 S inch deflection(deflection limit),calculated fastener canaeiIy(withdrawal or lamed fur wood
with a specific gravity of Q 5(Suethern Pinelcr allowable stress of thn.aluminum 1,-foot connecmr.
F.: 2 Allowable l:ad -stun are based on lumber with ail of the following chz .crvtics:
a. Located in ray service conditions where the moisture content loch nut exceed :9%for an extends,'period
of time such as i most wetted structures.
Is.. 1 ocated whew:it dues not experience sustained exposure to elevated ternpetar nes that exceed 100"P.
dor any other conditions.allowable e t bin values shalt be multiplied by the related adrut tte.l*a t d
! C.
rdtct accordance with the Nawnd Design Specification fur Wood Construction(NI)S05)
Allowably I.;td values arc based on lumber with a specific gravity of 0.55(Southern line or equal)
4, Allo aIle had values for withdrawal are based on 2 minim:en penetration of 2 inches into the roof rafter
by ono /IC inch x 4 inch long slaniless steel kg screw.
5. Allowable values may nor ho increased for load duration in accordance with Secret.10 3,2 of the NDS.05,
Uplift
Lateral
'11r-
Page 3 of 4
EVALUATION REPORT Camp)F
Report Number: 0248
Originally Issued: 09/2012
Valid Through: 09/2013
TABLE 2:MATERIAL PROPERTIES
C umponem Malerkal 7
Witt _ I Aluniuturn nlloy ANSLAAV600
Waterproof Washer CPllM with dron i Jng of 60
La BOLI .104 seamless steel ASTM A 740
L-fontC Alup(mmm Cox/3065-r AtilA B2�1
Hex Cep Aluminum ahoy ANS iAA 4380.0
I iashmk _,.._ Alu:ninum alloy 1060 AS1M B209_
EZ ROOF MOUNT COMPONENTS
l f
'72Th
F;gurel:Sloe Assamb y Figure 4:Hex Cap
x
Figure 2r Lag Bolt I igure 5'.Flashln8
ssa
4gere is L-fonl
Pageb of4
EVALUATION REPORT
Report Number: 0248
Originally Issued: 09/2012
Valid Through: 09/2013
TABLE it ALLOWABLE LOADS FOR EZ ROM MOUM'L4(H)T tiff(Ihs.)cr t'°
Uitimak:Load Test Load at Tett Load at Calculated —�
Load Direction AllowableTest V1111100.250 Inch 0.125 inch Fastenedhletal
(see figure below) Onion Load
F.S.=30 deflection deflection Strength ^
Dong(Withdrawal) 715 1.800 693 140 SIG
lament 200 140 130 153 130
Note
1. Allowable load values art based on the least value from the azumate load of three tests(:rergth limit),tested
ati lo 0 5 i tch deflection(dcfleePon limit),calculated fastener onpacn) (withdrawal or kocial)for ood
with a e,occific genii) of0.%.t(Southern Pint)or allowable mrcvsof the aluminum( lout ernne t r.
2 AGnwab e load values arc based on !Wilber with all of the following charasInti .:
a. Levoted hi dry Supice conditions where the moixturc content does not exceed 19%for an execndcol period
of time such as in most covered structures.
b. Located when it does not experience snetaiacd exposure to cin'aicd temperatures that exceed WO'F.
For any other conditions,allowable table values shall be multiplied by the related ac(it atedent fnetons)(C.
anchor C) n;scco dance with the National Design Specifwat mi fur Wood Construction(NUS-OS).
3. Allowable load values arc based on lumber with a xpeciFk grmity ofU55(Southern Pine or eyoall.
4. Allowable load values for withdrawal are based on a mnumum penetration of 2 S inches into the roof rafter
by one 5:16 inch x 4 inch long miinless steel lag strew_
15. Allowable valaes way lsul he inmeased for load duration bh aenxdance with Scotiea 10.32 of the NOS-05.
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