22 CHERRY HILL AVE - BUILDING PERMIT APP --- I'he C'onmmunsecahh of blassarhusells
Bu,trd Of iuilding Regulations and Standards CI I1' OF
si ',;, Slassachwctts Statc Building Cudc. 79U CM1IR SALEM
y"1 Rerieed Ilm•:n//I)uilJing Permit ,\pplicatiun TOC'ons(nrct. Repair. Renovate ( Denxslish a
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r(y, One-ur TuvFuntdr D,rrllins;
H fhis Saelion For Otliciul Use Or
Building Permit Number: D e.\pplicd;
ItwlJing oilicral(prinl Nrunu) Signalu / /
Uaae
SECTION is SITE INFORI
I.I Property Address: 1.2 Asse rs,�lsp S Parcel Numbers
az C6erey 4.1:11 Av
I.la Is this an acre tad street? -es no \lap Number 1'urcel Numher
I.J Zoning Inforinat(ont 1.4 Property Dimensions:
Lnniny Diytricl 1'nrpu,e tU--w Lul Area(44 IU
Prvntngu(II►
1.3 Building Setbseks(R)
Fruits Y:vd Side Yards Provided
Yard
Required Fruits
RequiredProvidedReyaircd I'NYIJCJ
1.6 Witter Supply:(M.G.1.e. 40. §sa) 1.7 Flood Zone Informallon: I.a SeweQe Disposal System:
Porbllc C Prk ate O Zone: _ Outside Flood Zone?
Chock If us0 Municipd O On site Jlspusul s)stum O
SECTION2: PROPERTYOWNERSHIPr
2.1 Owners of Record:
L:r+ala Dulotso V1 chcrty - N'�1 J
N,une(PnnU babe Sa6-r'v MA
(uy,aWla.ZIP D R 1 1 l e Nu.and Slrc 1 ? -70
ul Pule hone
p kmu,l AJdnas
SECTION J: DESCRIPTION OF PROPOSED/VORKs(check all that apply)
New Construction❑ Existing Building❑ Owner-Occupied O Repairs(s) ❑ Alterotlon(s) ❑ Addition O Dentulition O .Accessory Bldg. ❑ Numberof Units_ Other Cr .Spedty: Q
brief Description of Proposed Work": --r V
C
SECTION J: ESTI,\I.ATED CONSTRUCTION COSTS
twill Estimated Casts'.
ILabor and\hnerialt) OR1cla1 Use Only
I. Building S I. Building Permit Fee: S Indkate how fee is determined:
2. H whi;al S O Standard City:Tuwn Applleation Fee
I t I'hunhutg S C3 Tulal Project C OW(llen,6)v multiplier
Usher Fecs S
J. \lech.utical ill\ \C) S List:
�u. re >ionl S fatal III Fces:
r' Ibfal Project Cuvt: i CIte.A No, _ _( h"k Alliuuru: l'.uh \mnun:
�!/7f/ • O P.,id in Full ❑OwstwJing II.11mce Duo:
SEC CI'lON S: !'ONSf'R1,("flON SFRN'I('F-S p
S.I C'unstruatiuu Supen'isur Lit:cnse lC'SL) - -- I �t,ratioo I)Jlc
ian,a Nuuther
lz'aI -
Naule of l'S . I Ioi,lat l ul l'SL I')pa l:ec
12 Ao n LsP Deicription
J and Suecl I I I Inrcitrieted I llwldiu s li to 14 UIIO eu. ILI
�,`� p /� �..�C� _ li ItaaricicJ Lh2 Rimil D+,cllin
l'il)i 11mn,Slate./III µf K,atin Covcrin
µ S µ'indow.utJ Sidio
•--' ,tip Solid Dual Uurniny.\ppllJlues
+ I 11 Solution
V Pmail Adrvi D Dmnolitian
l.2 Reta2 11_ 2�y .r f� I
!.2 Registered Ilumt Improvement Contractor(HIC) IIIC' Itcgielrtlun Nunthat p.vpirutiun Data
S)- U
IIIC'C'ompan)L Jno or III' Its iit alit N nua -
limuil address
No. and Strait
h
Ci ITown. State ZIP T¢Ia one
SECTION III WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L C. Il7. 3S Pro
ro
Workers Compensation Insurance affidavit must be completed and submitted with this application. Fail
ure t to Pro
this affidavit will result in the denial of the Issuance of the building Permit-
yes O
No...........
Signed Affidavit Attached?
0
SECTION 71= 5WNER AUTHORIZATION TO BE COMPLETED W HEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, as Owner of the subject property.hereby authorize
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to act on my behalf,in all matters relative to work authorized by s building permit application.
to
D a
Prins U,vnar's Nmta 1 'Icetronic Si afore)
SECTION 7b:OWNER' OR AUTHORIZED AGENT DECLARATION
By entering my name below. I hereby attest under the pains and penalties of perjury that all of the information
contained in this a placation is true and curate to b t of my knowledge and understanding.
DJ a
Print Uanar ,r:\udntrireJ,\�ant's N;uoa lilac nie Sryn, u 1
No'rEs:
1 Inut%gistercd inbhelIII Hu the Iluilnptuvingpemanter itlContolcturtHICl P ogrami.n ill�i, have access totihe arbintiuntlractur
pro gnnt ur guaranty)t odn n un un he Construction supervisorSupery for License er iloponant tl.•.nn be round 0 on the a��Program c>n`bat'fuunJ at
\\'hen substanlial Iwrk is planned• provide the inrurntatiun below:
I including garage, finished bascntcnt attics,Jerks or porelu
total Moor area i sy, III - --- Habitable room euunt
Groin lit ing ,Iran 1 iy. 11.t
_.... Nuntharol•heJruuuu
Nwnhar al lircplaces _ -- Numher A hall'halhi
\unlhar ol'halhrrulos Number of decks porclwi
I\ Nor hcoling i),tcut Illal„cJ ..(then
I\I'a„I'conlutg .)tam
1 .,i'ol,ll I'roleel Squclra 1'oULlca"Ilt;l\ ha ,k,h,Iilllled IiV"I'.d.11 PrP�eel l'1t,1"
Kanayo Lala, P.E. .............11/1012012
PROJECT: Dulong Residence
22 Cherry Hill Ave,Salem, MA
DESIGN FOR-GIRDERS/JOISTS/RAFTERS Roof Rafters-existing 2X6@16"w/collar ties
supporting shingled roof snow load+Solar Panels+Accessories
LOADS: DEAD LOAD 21.00 PSF 30.26 PLF Ce= 1 CF= 1.00
SNOW LOAD 30.80 PSF 40.96 PLF Cq= 1 Cs=
LIVE LOAD PSF 0.00 PLF qs= 18.4 Cd= 1.15
TOTAL LOAD 71 PLF 1= 1 Cm= 1
WIND SPEED 100 MPH 18.40 PSF
POINT LOAD LBS FT
Ra= 0 LBS 356 LB=TOTAL REACTION
TRIBUTARY WIDTH 1.33 LF E= 1400000 PSI
JOIST/GIRDER SPAN 10 LF Fb= 1006 PSI
WIDTH- IN 1.50 SPF#2 6 IN = d Fv= 70 PSI
ROOF PITCH- N :12= 5 Fc= 1100 PSI
Fcp= 335 PSI
MOMENT= 890 LB-FT
MOMENT2= 0 LB-FT 9.0 =S provided OK
S= 9.23 INA3 27.0 = 1
Deflection= 0.424 IN =U 283 For Total Load Required U240
Deflection2= 0.000 IN = L/ 492 For Live Load Required U360
Fcp'= 158 PSI OK 1.50 In Bearing Length
Fv'= 119 PSI OK
Provide 1x6 callar tie at every rafter a eig o match existing height wl 6-12D nails each end.
Existing 2x6 rafters w/collar ties are adequet in strength to support snow load at the current code and additional load of
the solar panels and accessories as per the provisions of the current 780 CMR 51.00 Massachusetts Residential Code
Amendments to 2009International Existing Building Code section 404.1 -Installation of Additional Equipment,
section 707.4-Exception 1 -Structural elements will not be increased by more than 5% of their original stress i.e.
51.8PSF total load vs.additional load of 2.3psf of the accessories.
or cn=Kanayo, o, ou=Lala,
w,NAYO
LH.
&A email=kanayolala@gmail.c
No.33110E
"gip 'gFCISTEP $ om, c—US
'SRO pt
�� 2012.11 .10 18:10:26 -05'00'
V I NCI & ASSOCIATES
Structural Engineers
CLIENT:
Professional Solar Products,Inc. ¢
1551 S.Rose Ave.,Oxnard,CA 93033
Tel:805486-4700
Subject: Static load test results for the following:
Maximum Frame Maxlmum F ame Load Equivalent wind Speed
Mounting System Length*Cn.) Width*(in.) (lbs/ft2) (mph)**
Rooffrac 0 65 40 55 135
TEST SETUP(as shown in attached drawing detail):Three modules,as specified above,were bolted to 136"x1.5x1.5"
Professional Solar Products(PSP)patented Roofrra&support rails using an assembly of 5/16"Stainless Steel(SS)bolts,
SS lock washers and proprietary aluminum clamps and inserts.The Roofrracs support rail was attached to the PSP Roofirace
structural attachment device with a 3/8"SS nut and SS washer at six attachment points.The setup was attached to 2"x6"
wooden rafters using 5/16"x 3-1/2"SS lag bolts.The attachment spans consisted of 48"front to rear with structural
attachments spaced 48"on center.
TEST PROCEDURE(as shown in attached drawingdetaiq:The test set up was top loaded to 55 ib/ft2.The setup remained
loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were
recorded.The test setup was then inverted and loaded to simulate the uplift condition.The test set up was re-loaded to 55
ib/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of
permanent deformation were recorded.
TEST RESULTS:
The maximum top load deflection was recorded at 0.469",with no permanent deformation.
The maximum uplift deflection was recorded at 0.313",with no permanent deformation.
This document certifies the Roofrrac®mounting system used with modules,as specified above,withstands a 55 Ib/ft2 static
pressure load,equivalent to a wind speed of approximately 135 mph*'. The mounting system performed as expected.
r
Sincerely,
a
James R.Vinci, S.E.
This engineering report verifies that Vinci&Associates lies provided independent observation for load testing as described in this report. The results of this
load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci&Associates does
not field check installations or verify that the mounting system is installed as described in this engineering report Saw
To assist the building"impactor in verifying the authenticity of this proprietary mounting system,a permanent adhesion.
silver reflective"Roofrracm"label.as shown to the right.is placed on at least me of the main support rails or /]M�
permanently stamped with"Professional Solar Prod.Pat 96.360.491"on the underside of rail. f�VLJ
Structural attachment Lag bdt attachment should be Installed using the proper pilot hole for optimum strength.A a 9>r
5/16'lag bolt requires a 3/16'pilot hole.it is the responsibility of the Installer to insure a proper attachment is made
to the structural member of the roof. Failure to securely attach to the roar structure may result in damage to
equipment,personal injury or property damage.
This office does not express an opinion as to the load bearing characteristics of the structure the mounting SSI
system/modules are being installed on. �OQ Ph HA q FZ
ICC accredited laboratory tasted strUCWrel attachments manufactured by Professional Solar Products
finduding FastJackm,TIIeTracm.and Foi mlackm)can be interchanged with this system. co ¢ 1 m
N m
Check with local building department or AHJ for she specific requirements. It
*Modules measuring within stated specifications and tested to UI1703,or equivalent are included in this
engbeering.
**Wind loading values relative to defined load values using wind load exposure(135 mph for 5/12 roof 4 TR �Q2
pitch or less 115 mph for greater than 5/12 roof pitch)and gust factor coefficient"exposure C"as F 0 A
defined in the 2009(IBC)/2010(CBC) '
***Module tested:64.6"x 39.1"x 18'(shrp)
****Est snow bad Ming of 301b/W based on 1.6 safety factor
31324 VIA COLINAS STE 101 WESTLAKE VILLAGE, CA 9136
Page 1 of 3 RT_2011
48' ( � 40•
XN
4a 85'
Module
Area- ti
18 ft2 each
—,I�� 2,984 lbs/
Total module (45lbs ea.) 55 psf
and rail (10 lbs ea.)weight: 155 lbs; 11
Number of attachments: 6 e
Weight/attachment point: 26 lbs
Area: 54 ft2
Distributed weight: 2.9 lb/ft2
/ 5/16'Stainless Top Loa n: 0.469" LI
Steel Hex bolt
Z 994
.5/16'Siai{�less Steel I 5 l p 5sf
/
/ Lock Washer j VI
f Aluminum ProSolar
Inter-Module Clamp
Aluminum ProSolar
Channel Nut Up lift Deflection: 0.313"
Y'--�
Aluminum ProSolar
RoofrracV Support Rail
3/8"Stainless Steel Hex QgOFE I
1 Bolt and Flat Washer P��SP%Q 19 y
Aluminum ProSolar patented
Fast,lack®Roof Attachment' ' O. MI
�— 5/16"Stainless Steel Lag Bolt P
and Flat Washer
O
tab tested structural attachments manufactured by Professional solar Products RoofTraca'
(including Fasuacke,TileTrac®,and FoamJackm)can he Interchanged with this system. Solar Module
Professional Solar Products RoofTrac® Patent#6,360,491 Static load tes
Photovoltaic mounting system
Page 2 of 3 RT_2011