30B-007 (2) 88 WARNER ST BP-2017-1026
GIS P: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 30B -007 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-2017-1026
Project# JS-2017-001767
Est.Cost: 516644.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sq. ft.): 38115.00 Owner: LUCEY DAVID J&SUSAN M
Zoning: URB(100)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 88 WARNER ST
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 0 Liability
HATF I E LDMA01038 ISSUED ON:3/16/2017 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED SOLAR, 12 PANELS
3.84KW
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 4 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:
FeeTene: Date Paid: Amount:
Building 3/16/2017 0:00:00 $75.00
212 Main Street, Phone(413)587-1240, Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File# BP-2017-1026
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 Q
PROPERTY LOCATION 88 WARNER ST
MAP 30B PARCEL007 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Bee Paid W l7
Building Permit Filled out
Fee Paid
Tyneof Construction: WfWE ROOF MOUNTED SOLAR, 12 PANELS 3.84KW
New Construction Tns742(/
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
INFORMATION PRESENTED:
_ roved 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
Or 7, 3-/Z-/9
ature of Buil.mgOfficial 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.
I
� pity of Northampton
B
Building Department
212 Main Street „1X t '" :'•"", .� '.
Room 100 k "4
/ Northampton, MA 01060 T.‘1. S1syA� bf "a'' . ^ kr
phone 413.567-1240 Fax 413.597.1272 '2-
APPUCATION TOtORSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
TMs section to be completed by office
1,1 EISSIEELEAMIMAA
88 Warner St, Florence Ma 01062 Map Lot Unit
Zone Overlay Obbict
Elm St.DIst kt --._ Ca District
SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT
�d Owner of Record: 88 Warner St
David Lacey Florence MA 01062
tiaea{Pna(I COMM Mahn Maart "?'r " 413 586 2298
�-
aighe. TAtePore
Signalum '
2XA, herbed nAnt
Northeast Solar 136 Elm St. Hatfield, MA 01038
Nene(Prue Cunni;Manns Addease
yC 1 413-247-6045
SiyraWrc Meehan*
Item Estimated Cost(Dears)to be Official Use ONT
comde+ad by permit aWica nt
, Building on Building Perrot Fee
2, Electrical Ib)Estimated Total Cost of
Consimebon tum$$}
3, Plumbing Building Permit Fee
1- Mtchanicai{i-NAC)
5.Fire ProtecWn
6. Total=(1 .2+3+4.5) $16,644 Check Number 74 jj 4/5
This Section For Official Use Only
Date
Building Permit Number: Issued:
Signature:
eutdn5 Cun,n a ornnWeWr V Butdngs pale
Section 4. TONING MI Wormaticn MUM Be Completed. Permit Can ee homed aur to Intamplem Mf 'manor
Rogaircdbinmier g
R,aw§um k,b€(a�ai nbr
nmxans rxp.�a
I �1��1.�1111111111111
Seibxks Flan[
111111
St
gror
Building Height 11111.111.11111.11.111111.11111111
Bldg.Square Footage
Open Space Footage
}j
riot 'L
,n n .,a,,,,:baaa wood
111=
111111111111a11111.111111111
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DONT KNOW ® YES 0
IF YES,date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
ND O DONT KNOW O YES O
IF YES: enter Book Page and/or Document I
B. Does the site contain a brook, body of water or wetlands? NO O DONT%NOW ® YES 0
IF YES,has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained O ,Date Issued:
C. Do any signs exist on the property? YES 0 No O
IF YES, describe site, 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. wit as conaaucaon aa+vitydsanb(dtarrng,grading.. eavatcn.or Ong)over I acre oris n part of a cutlery,plan
'bateau disturb over I aorta YES (l NO
IF YES.then a Northampton Stam Water Management Permit from tui DPW is required.
. . . tA.
New House ❑ Addition ❑ Replacem•at Windows Alteralon{s) ❑ Roofing ❑
Doors
ors LJ
Accessory Bldg. ❑ Demolition 0 New Signs (0) Decks ICI Siding IO) Other{n
Work.Description of Proposed Install 12 solar panels on Roof 2)r g€(4/6„/
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plana Attached Roil -Sheet
its.If Neta house and or addition to existing housing.complete the following:
a. Use of binding:One Family Two Flinty Omer
b. Number of moms in each fatuity nrtil: Numb.+of Bathrooms
c. Is tare a garage attached?
d. Proposed Square footage at new construction. Dimensions
•. Nunaar of stones?
f. Method of heating? Fireplaces or Woodstoves Number of each
g Energy Conservation Corrpianca. Masscheck Energy CompOenoe form attached?.
it Type of construction
Is construction within 100 ft.of wetands? Yes _No, Is construction within 100 yr. floodplain Yes No
Depth of basement or Star floor beam finished grade
k. Will building Inform to the&siding end Zoning regulations? Yes No.
I. Septic Tank_ Cty Sewer Privets well Gly water Supply
SECTION?s-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
David Lucey ,as Owner of the subject
ptopeny
hereby authorize Northeast Solar
to eases/n my behalf,innall matters reaIW to wakuth
aorized by this buil pamm
g t appecatioon.
J/ --- F _ / 1, 11Z0/(
Sigtaureaf w pro
Ann Bronner/ Northeast Solar ,as OwnedAumanzed
Agent hereby declare that the saternents and odometer on the foregone apptcaiai statue and acturate.to the beet of my knowledge
and beret
Signed under the pains and penalties of perjury.
Ann Br r
Print Mmr
aH / ,j/6A
Sip,sureor OnmecfAgenl Oak
SECTION It-CONSTRUCTION SERVICES
)� Lrcenaed Construction Sanenlggli Not Applicable 13
Phillip Baunagar'd
Ismaaf t_e__ ttaee. C5106113
..— liMn b Number
41 Heath Rd Colrain, Ma 01340 6/71--7
I
}j� uWasun Caw
* � '1413-247-6045
r•leorrose
$.Regiabred Name Mwtovemmsltcuirector Not Appkcable 0
Northeast solar 169641
Company Nem Angisoation Number
136 Elm St . Hatfield, Ma 01038 1/14/:7
Address 6xpiraimn Date
Telephone 413-247-6045
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIAVR(M.O.L.e.152,§2SC(6))
Workers Compensation Insurance atedsi must be competed and submitted mils this appicaban.Failure to protide this eftdavit will result
in the dismal of the issuance of the building permit.
Signed Affidavit Attached Vas.......I1 No...... O
11, - Home Owner Exemption
The current exemption for"homeowners"was extended to include Awaer-pecuated Dwellings of one 0) or (won2)families
and to allow such homeowner to engage an individual for hue who dam not possess a license,provided dhar the Mete areg
Ls seemlier.ow lila. SNtth Mid= Seneca 1011:43.14
Definition of Hamenwnre:Patton(s)who owe a pares)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 attachedor detached aaucmres accessoryto sash use ands'or farm
structures.A person who constructs more than one beta is S.two-year period shalt got be considered a tomepwner.
Such"homsownes"shall submit to the Building Official,ea a form acceptable to the Building Official,that hefsbe!ball be
As acting favourable Swnrntsoe your peewee on the Job site will be requited from time to time,during and upon
completion ofthe work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compenmtion) and Chapter 153(Liability of Emptoycrs to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,vett ems be Habig for person(s)
you hire to perform work for you under this permit.
The undcnigned"homeowner'certifies and assumes responsibility for aampliutee with the State Building Code.City of
Nonhantpton Ordinances.State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature,__._.._ �...._-
The Commonwealth of Massachusetts Print Form
:rW..
If Department of Industrial Accidents
�� r ,f Office of Investigations
i �p + ' 1 Congress Street, Suite 100
',11,'„,,,;14,- : Boston,MA 02114-2017
'*4!;E:,';;:7 www.mass.gov/clia
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 4:413-247-6045
Are you an employer? Check the appropriate box: Business Type(required):
1.0 lam 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 Sales(incl. real estate, auto,etc.)
employees working for me in any capacity.
[No workers' comp. insurance required] 8. ❑ Non-profit
3.0 We are a corporation and its officers have exercised 9. 0 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 box NI must also fill out the section below showing their workers compensation policy information,
”"l fthe corporate officers have nxcmpted themselves.hut the corporation has otheremployees,a workers'compensation policy is required and snub an
organization should check box 41,
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:88 Warner St
City/State/zip. Florence, Ma 01062
Policyk or Self-ins. Lie, #WHN 5715134-02 Expiration Date:4/S17
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 MU/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 ,.'ns and per „,,,, 's of perjury that the information provided above is true and correct.
Signature: .ice. Date:12/16/2016
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):
1. Board of Health 2. Building Department 3, City/Town Clerk 4.Licensing Board 5. Selectmen's Office
6. Other
Contact Person: Phone#:
�.
w 'w.mass.gov/dia
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: March 13,2017
To: Aim Bronner
Northeast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Dave and Susan Lucey, 88 Warner St,Florence,MA: Structural assessment of existing
house roof to support proposed solar array.
I have investigated the roof framing for the proposed PV solar panel installation. The 20'x 36', 2-
story garrison style house was originally constructed in 1945.The second floor appears to have
been constructed at a later date based on the lumber used for the roof framing. The rafters of the
are 2x6 installed at 16"on-center, spanning I0'-6", with a roof pitch of 7/12. 12 PV solar panels
are proposed on the south facing roof. 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 40± 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, Ott' OF Mgsse
or DAVID A. 6
` o VREELAND m
� ) t�..:-t V1 . -. ..�I No.661111) 4 317
David Vreeland, PE .o q o '1R`
Vreeland Design Associates �OF�u'srEn r,@
116 River Road, Leyden, MA 01337 Phone: (413) 624-0126
Email: dvreeland@verizon.net Fax: (413)624-3282
LGNeON 2 G320N1C-G9
Mechanical Properties Electrical Properties(STC*)
Cells o - Module Type 320W
Cell Vendor L. MPP Voltage(Vmpp) _-a
Cell Type stall re IN lVL MPP Current(Impp) _75
Cell Dimensions 15675 x 15615 mm ee:El open Circuit Voltage(Voc) np9
of Bushell- 12 lath.W+e Fusoar) S Short Circuit Current(ISC) 100:
Dimensions(L x Wa H) I6AOx 1000 40 mm Module Efficiency(%) v5
415/.39/7x 157 inch Operating Temperature CC) .10_
Front Load 6000 Fr1-'e5 pnf Maximum System Voltage(V) 10000
Rear Load 1__`a/113(of 0 Maximum Series Fuse Rating(A)
Weight 170 fl5'.od_248±I iIIda Power Tolerance OX) =-�3
Connector Type MC4 MC4 Cgs.ingie 1057
J unction Box P xePa.c ..des
...
Glace of Calks -x l09g mm(Jx393J nR.
Glace Hiyh TrnnvmrcanrepnnA 6Am
e nrmxed mu��r��m Electrical Properties(NOCT')
Module Type 320W
Certifications and Warranty Maximum Power(Pmax) 134
Certifications IFC 6121510'617301,' ? MPP Voltage(Vmpp) 357
60 .- C.(An^mma Test) MPP Current(Impp) :LO
IEC 61701(Salt Mist Con'hirm'rsC Open Circuit Voltage(Nog -ry
6C 9001 Short Circuit Current(I) ._10
OL 1703
Module Fire Performance(USA) Typo 2(OL 1703)
Fire Rating(for CANADA) ._ss C GLQOHO CI-OD
Dimensions(mm/in)
Product Warranty 12 year. 0
Output WarrantyofPmax —
Temperature Characteristics
NHCT '6_3,-
Prrmr
ver _,. _.._.._
1st o03 ort
Characteristic Curves -' '
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EVALUATION REPORT —
Report Number: 0248
s
Originally Issued: 09/2012
Valid Through: 09/2013
Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION
Ik Section:06060—Connections and Fasteners
3.1 General Description
_... REPORT HOLDER:
EZ Roof Mount f:Foot Kit consists of 5 cask:
SnnModo Corporation components', (1)shoe assembly with captive waterproof
1905 SE 5'"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
shingios above the shoe and then over the sloe, (4)L-
EVALUATION SUBJECT Font that ?s placed over the prohn:ding shoe threads
and (5) hex rap that is secured or to the shoe, See
SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 to Table 2.
Roofs
3.2 Materials
5 1.0 EVALUATION SCOPE:
y LI Roof Mount is fab-icated trop r urnm1nm_ Shoe
1.1 Compliance with the following codes: assembly s fabricated using casting aluminum alloy
with dimensions a' 2,60 inches in diameter and 1 CD
f' • 2009 International Building Code! inches in height II is he'd :n place usino one 5116 inch
i • 2009 International Residential Codes diameter :au boil that is 4 inch in length and made of
• 2006 international Building Codes Stainless steer Flashing is fabricated from sheet
* 2005 international Residential Code))) aluminum with dimensions of 10.0 inches in width. 12.5
inches in length and C.34 inches in thickness.
1.2 Evaluated In accordance with:
L foot is a 200 inch long unequal reg angle rade from
• Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions cf 3.00 'rchos in
Misceraneous Connecters (IAPMO ES ECCO2- depth 2.00 inches in width and 024 riches in
2C11).Approved March 2011 thickness- It contains a 0.3/5 inch diameter round bore
• Acceptance Criteria for Roos Flashing for Pipe with a 0,63 inch diameter chamfer fin base) that is
Penetrations(:CC-LS AC286)_Approved April 2010 located in the center of she base leg_ Ore stat
measuring 1.64 inch tong by 0.40 inch wide occurs in
1.3 Properties Evaluated: the tenter and is located 0.30 inches from the top edge
of the vertical 'eg, which has a scallop front and rear
• SLneturai tace. See Table 2 for component materia! orogen es
• 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
mount soar systems and other rooftop devices such as Tabulated alL.nabie roads shown in Table I of this
satefiite d:hes on asphalt shoat: roofs with wood
rafters underneathreport are based on allowable stress design (ASD).
Adjustments to these values are required for wet
I E7 Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated
irsiatabon of solar panels for electric or hot voice temperatures. use with Ire retardant :umber or wih
pro:iuctier an roofs with sweet from 3 kr 12 units lumber whose specific gravely is less than OSS
vertical rn `2 units horizontal. (Southern Pine). Allowable values is
on fastener
strength may he adjusted for duration of leading. See
footnotes of Table 1 for more detailed explanation.
Page t of 4 c (/�—}
..v.- "y�/r'
, . ,i sqr,•n.9::.<., n 177770` a„ a . >es . r— o .. , t.
9 r6 ..
EVALUATION REPORT q{\rem
Report Number 0248
• Originally issued; 0912012
Valid Through: 09;2013
11 4.2 Installation Rain test data and thickness of aluminum tlash'ng
submitted is in conformance with Acceptance Criteria
yP EL [roof Mount must be irstailed using the 5/15 inch for Roof Flashing for Pipe Peretratin-is (CC-ES AC
diameter stainless steel fag screw at each bracket 286-208). Rain lest conformed to Underw:stars
'.i location as described in the manufacturer's installation Laboratory Standard for Gas Vents. UL 441-9G Section
vi instuctiorsleo screw must penetrate into the root 75.
rafter a mit-Amon,of 2%inches. Prior to insla;atiork the
roof rafter shall to bored with the required lead and (lest rssaits arc fro:. laboratories :n compliance with
clearance hole for the unthreaded and shank portions_ 1SOIIEC 17025
of tre lag screw as required in Section 1-.t3 of the
c NOS -a5. Threaded portion of Me lag screw shall be 7.0 IOENTIFICATION
;i inserted into its lead hole by turning with a wrench and
= not Covin;by a hflmrr=er. A Me-stump label M the flashing ocarina the name 010
address of the manufacturerthe rnsicl nurber.
Use of auxiliary holes in the Shoe other than the use of i.APMC Uniform ES Marks of Conformity and this
ar extra fastener to stop the shoe from rotating during Evaluaron Report Number LER-0248).
ins&ator Is onside the scrape ci:his report.
;/. Fleshing shou:d be installed lull urdei the shingle up to I� U
the raised cordon of the Cashing to prevent water � «0 F S
mgoss urder the sfdngie No portion of the flashing
shard be bent upward, the flashing must rest fully ES
aria list the roof shingles Otherwise the water and wind r_1 TM
j cericanaace ray oo impaired
IAPMO 40248
I 50 CONDITIONS OF USE
EZ Roof Meant L-Foot Kit for Shingle Roofs described
in
Id is report complies with the codes listed in Section
: 1 0 of this report sahjoct to the following conditions:
5.1 E7 Roof Mount shall be rnsta/ed in accordance with
:his report, 'manufacturer s installation insttructiors and
the codes•lsled in Section 1.1
5.2 Catculatiors to verify Me imposed Meds on the EL
Roof Mount assembly do not exceed the allowable
loans cor'ained in Tabee I a' this report shall be
submitted le the cone official when requested.
Calculations shalt be prepared by a registered design
orofessrnal when required by the statues or the
;mise ober,where the work.s constructed.
6,0 EVIDENCE SUBMITTED
testing and aralyss data submitted is in conformance
isi[1 Evaluation Criteria for Joist Handers and
bliscenareo,rs Correctors(IAPMO ES EC 002-2011).
Page 2 of 4
EVALUATION REPORT Cuu )
Report Number: 0248
Originally issued: 0912012
Vaiitl Through: 09/2013
rARLE L ALLOWABLE LOADS FOR KZ ROOF 31OIIv i L-FOOT KAT Pbs)lJ'''°'r
��— Ultimate timid Tat Lnnd at ie„,Load at (ni .lined
[mid Direction _ Alhnvahie
'lest Value (1250 inch 0.125 inch I st( erlMetal
{sec figura.below.) Design Load
y defection deffneliun Strength
Uplift(Withdrawal; 715 1,800 693 340 340
iatcai I 260 1 240 130 153
I 13)
v Noies
u i- , iso cud vrus are ia. d on l :casi valiie limn iic ultimate lad cifthree tests s' hlimit),testiiii
Ica I n 1 nih teflectl n(d Beth a n d in IA caloilatcd las i e pac I 6d 't or ht al)for kr cod
with a specific.griwity of Ch(Scnthem Pine)c r allowable stress of the illum[nuni 1. taut inottifter.
C .41 rile load 1 s ret' ed n lumber with ail ofth m0aw
- : gcharacteristics:
1 Steil m tleV�Cr'ltie. cot dni es tViten the moisture confect does to'exceed .9,e lir en extended pric '
tit'll:suct as in most tutor—cif s rud fives
ratcdtwri it die it experience stn &te x ou to ( eaied tenucnnnes that trod 100'I.
Furan) Lithe! conditionc.allowable t.. t valuift aliMI bt multiplied by illi Mated adjus:n ent Th is r{.)IC„
and o Cd in accordance with.he Nalioital Ucstgn Spm ifwat ort for Wiled Ctinstiutiion iNi)1 05J
A;luivalilt Iiitti valtien arel sed on lumber iiith a ipcal'gmiity of 0.55(Southern Pint or itai)
1 ?. AI abl uMr s
load vues -Ihdrnwal arcbased en a minimal penctra'.lon t ,hc5 intothyr nr rafter
t 'ay one511(i inch x 1 ni long stainless steel lag.crew
• - Aflwl.v va$acr may ritlie increased Cor load darotion in acco.d.a.ce with Seular. 10 3. of nw NDS-05.
Uplift
Lateral
N
N
s
Page 3 ci 4
EVALUATION REPORT `
•Report Number: 0248 ,
Originally Issued, 09/2012
Valid Through: 09/2013
TABLE 2:MATERIAL PROPERTIES
Fro, p rev I Mammal
Yalu 1 Al : :num 0.100 ANSCAA 43800 1
1 }Vale reefNaslo EPOM with duiinneter ratlg in 6d,
, AQB n 0•slaitleesseel ASTM 4940
L-000 11 Al nnmun alloy 6063-T6 AS I4i 8221
f,
Hot Aluminum alley 4t.Si1.4A AiNU
A hen.-L
AN•enarii alloy 1060 Ati l AI B209
EZ ROOF MOUNT COMPONENTS
w
•
ItFWerei s Sluoo Assenuiy rigure 4:lie Cap
Ir.11
s
1.
g.
Figure 7: Lag Bvit I iguru P-Plushinr
e 1 -
k'3um l'L-fens
Page 4 sf 4
EVALUATION REPORT — `
Report Number: 0248
Originally Issued: 0912012
Valid Through: 0912013
TABLE I: ALLOWABLE LOADS FOR EY ROOF,MOUN1L-POOT 1!I (lbs.)'""
Ultimate Load Test toad at Test Lend at Calculated
Load Direction Allowable
rot value 0.250 inch 0.125 inch Fastener/Metal
Oce figure below) Design toad
F S
3.0 deflection deflection Strength
Uplift _ 715 L300 G95 140 310
mem! 260 c 240 130 153 130
Notes
1- l rdvaluv arc ba doth least =akafrom lto hu at aloft r tess(o dei 'p weld
loaad f 6.0.15 ntchd tin( efacton lit ) oalcela.ed fastener capacity(withdrawal orl : )t.. ecd
nick a spreinc gravity of 0.55(Southern Pine)at allowable slrass of the aluminum l-foalc nne .a-.
_. Ahurvnbie lead rahces arc based on lumber with all of Inc following cbaracte isties:
a 1.ccated in dry
vi vice cc ditinns where to moisture con tom does no'.exceed lV96_m all xtcnded period
of un acl as in niOst covertd strunturnc.
o- Localed when: t<os not experience snstained exposure to eineteei Temperature!:that cthat exceed It&N.
t"or ay other coadninus,allowable tabte valuex sha8 be ar-luphd by the related ndjasnnent tdc ,rt)(C.,
an c CO accnadance vdi h the National Dcyign Spa Iudod fur Wood(oretrucaum(NDS-05)
Allaya'n . td values are based on lumber ith a specific graity of 0.55(Soathem Pine or enval).
4. APowal le load vaiu ea for withdrawal are based on a mi t mus penetration of 2 = inches into the roof tatter
by 9:1CidIG inch x I -nch long gainless steci tap sc^ea.
- �
5 Arnwabie '9ues n'yno16increased for toed duration:uwc nlaacewith S Erou 14?2 cfgtc NOS-05.
r - -
Lateral
CPCt cEIn5
y.� j �_,
l am. i� I I� 1 C i �7''—I rv� — E-c c
1 J ' y, I �� i IRONRIDGE
rt
krl
1 � 1 1In iI 7 � �
fir=- l; 1 1
" E' ;:-.1 )� rch ee Ma Liner.en PrePrat. Dela IJ 4 'el R.. u
a_ 1 y..I__ I I m „
Y 1 Flush Meeut A a ratan Yew
M1IIC JygV — SCI .PJMI
. ___ _/ .. r.tco;
—
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s-p
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)mac F t loyl: al''Red
9n92o IS 'e -
t .. N d C'ar,. 7 ErJC,trj
Sat flven Wer: S aJ ?2f
w
i
0
_ 1
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r FI ,VOL.elo-1 rre° IR ,20'
a,� _1 .o•_..
t.,,:: 4 ..
:::::./Itti.:
ain electric ss
�-i' panel in � 1. 1,44 rh
i
ry
: 't l l'..y/1:::::4:144-::
l
tt w, Ir 'EIFI , 1rizlc5 liar t
ilifit.
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z i troh ret
a faie a,: ^7
,. i ''.''',f It;£ r r7lcleiUi:.it C7t E/ %Met
� 4 tykla /Cg pry, ;.
,
David J Lacey
Fin 8Warner st ��d - 4a�' �.
nce, Ma 2 ���'d 0).1‘'
).16 / :t
0106 W��"� / ;,i•
Ir.-is..."-
y,,; city of
Buildin9 Dnhampten
4^7. :.;. - +,s 2 Plan pier neat
vy
ck, i levet
A OCO60
ll� f,.i in u� .. Ju ilk
Northeast
I
I., ' ' 1.,i,„ 1 .. . u
Typical feet placement w/ W E - I T
) •?• �,I ' Li,-
16" o.c. rafter spacing ��
I
rul, „tipIt1 ttt_ UJ l' J-m ,
.' fy
f. __
iu . uir HI1 1 iii
1
CRS_ I _r I w_ . I T, . .. t„ i
i I
Typical feet placement w/
24" at. rafter spacing I n: ; ' 1 - ' ei ; j
I
I
ni o, 11 uu-Ir. %un
Tut i
I 1