153 BAY VIEW AVENUE - BUILDING JACKET 4 +�
__ ___ _...�-.. _. \_�-��r. _ _
� �� �� �
- - L
o STREET PERMIT
Cftp of baiem
Office of 3 mopector of 3luilbiugg
20 aAl
Aimrssron is 6ereo'y yroen to
to occupy for >L _ purposes
w fron!of estate
of srdema& of slreef
7�is perms/
if lmiledlo �2k su6 ecllo lFie
d
proursions of lSe o�nances an slafufesrn re/alron to cSlreels andfSie gnspeclron
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and(Jonslruclron of Tu,6667ys in I e Gy of cSalem.
Dirx/orolR6lic sarmcar . � 9nrpe'elw�o!'.7lulld
cSiyralvre o�.App(rcan! f .!
Western Surety Company
LICENSE AND PERMIT BOND
For County,City;Town Or Village Only-Not Valid for Bonds Required by the State,Not Valid for Contract, °
Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond.
KNOW ALL PERSONS BY THESE PRESENTS: BOND No.L&P- 43246897
That we, T F MCCARTHY SONS LLC
o£theS111 —of BEVFRLY Stateo£ MASSACHUSETTS as Principal,
and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of
MASSACHUSETTS as Surety, are held and firmly bound unto the CITY of
SALBM State of MASSACHUSETTS
(Valid only when a County,Cit Town or Village as Obligee,in the
Y+ age°s named as Obligee)
amount of ONE THDUSAND ------------------.--.- _-_DOLLARS($ 1,000"00 1
(NOT VALID FOR MORE THAN$25,000) — '
lawful money of the United States,to be paid to the Obligee,for which payment well and truly to be made,we
bind ourselves and our legal represff ntatives,firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH,That whereas,the Principal has been licensed
STREET PERMIT Bo-20bythe Obligee.
NaWffWFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordi-
nag ,Rmendments),pertaining to the license or permit,then this obligation to be void,otherwise to
u 20TH
"^
effect far a period commencing on the day of MAY _2.Q 15
Y of— '-v'AY ,�flllby unless renewed by continuation certificate.
0&19 bond miftrminated at any time by the Surety upon sending notice in writing by First Class U.S.Mail
O igee and th. Principal at the address last known to the Surety,and at the expiration of thirty-five(35)
}if notice or as soon thereafter as permitted by applicable law,whichever is later,this bond
s pnnate. ' pie Surety shall be relieved from any liability for any subsequent acts or omissions of the
this b o£the number Of years this bond shall continue in force,the number of claims made against
£ tt umber Of premiums which shall he payable or paid,the Surety's total limit of liability shall not
be cumulative from year to year or period to period,and in no event shall the Surety's total liability for all claims
exceed the amount set forth above. Any revision of the bond.amount shall not be cumulative.
Dated this 20TH day of MAY M11
ROBERT MCCARTIJy Principal .
Principal
Co ersig }mere required) WESTER U R,E T Y M P A N Y
Byi
Resident Agent Senior Wce President
ACKNOWLEDGMENT OF SURETY
STATE OF SOUTH DAKOTA (Corporate Officer)
COUNTY OF MINNEHAHA )ss
On this 20TH ppPaul T. day of MAY , ,013before me,the undersigned officer,personally
aeared PaBlal flat y who acknowledged himself to be the aforesaid officer of WESTERN SURETY
COMPANY,a corporation,and that he as such officer,being authorized so to do, executed the foregoing instru-
ment for the purpose therein contained,by signing the name of the corporation by himself as such ofrlcer.
IN WITNESS WHEREOF,I have hereunto set my hand and official seal.
D.KRELL � tl
E NOTA{iY PUNLIC EA .
SOUTH DAKOTA Notary Yublic, South Dakota
My Commission EKpIrCY NOVcbe 90,2006 Western Surety Company• 101 S.Phillips Ave.
9wm849A-9-2002 Sioux Falls,SD 57104. 1-605-336-0850
l I Z cK S27 7
The Commonwealth of Massachusetts 'NSPE rcCE14'ED
Board of Building Regulations and Standardsfill O� ZMCES
Massachusetts State Building Code, 780 CMR SALEM
Building Permit Application To Construct, Repair, Renovate Or Demolish a Fy 3` 33
T One-or Two-Family Dwelling
This Section For Official Use Only
Building Permit Number: Date p ied:
fin( . ilk
1 Building Official(Print Name) Signature Date
t SECTION 1: SITE INFORMATION
dileW Sa
WITAve. Salem Ma. 0197�}Assessors Map& Parcel Numbers
I—'
I.la Is this an accepted street?yes no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owners of Record: U�1 1^I �/. '/)„ R
Name(Print) u(j(`!7 City,State,ZIP (J
No.and Street Telephone Email Address
SECTI 3:DESCRIPTION OF PROPOSED WORIO(check all that apply)
New Construction Existing Building❑ Owner-Occupied 13Repairs(s) ❑ Alteration(s) ❑ Addition Alteration(s) 1:1
❑ Accessory Bldg. ❑ Number of Units Other ❑ Specify:
AJt
Brief Descript' n of Proposed Wor Z:
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials
1. Building $ 1. Building Permit Fee: $ Indicate how fee is determined:
r/ ❑ Standard City/Town Application Fee
2. Electrical $ U ❑Total Project Cost'(Item 6) x multiplier x
3. Plumbing $ 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5. Mechanical (Fire $
Suppression) Total All Fees: $
Check No. Check Amount: Cash Amount:
6. Total Project Cost: $ 11 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License (CSL) 1
I� �Iti-IL.tC. 1 a License Number Expiration T1Uate
Name p $L H Ider U
LI 1 I �If List CSL Type(see below)
No.and Street J`�) 1( ` ) Type Description
U Unrestricted(Buildings up to 35,000 cu.ft.
Restricted 1&2 Family Dwelling
City/Town,State,ZIP c M Masonry
RC Roofing Covering
WS Window and Siding
Solid Fuel Burning Appliances
lk4"ey(y�II L� � I Insulation
Tele hone Email address D Demolition
5.2 Registered a Improveme Contractor(HIC) D C1 t P
oRegistration
�& llh
yet (� / HIC Re istration Number Ex uahon Date
���I11 �\ ��1 g P
HIC Company Name oristr me 1
I
No.and Street t ���17 i Ema
` � �
�/�. �\ il address
Ci /Town, State, r � Telephone
J
SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 25C(6))
Workers Compensation Insurance affidavit must bepompleted and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issu c of the building permit.
Signed Affidavit Attached? Yes ......... No........... ❑
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
(�
I, as Owner of the subject property,hereby authorize I V l e
to act on y_behalf, in all matters relative to work authorized by this building permit application.
MA11V 11/09/15
Print Owner's Name(Electronic Signature) Date
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 applicat true and accurate to the best of my knowledge and understanding.
�aWjr
Print Owner's or Aut orize gen s Name ectronic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at
www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.g�
2. When substantial work is planned,provide the information below:
Total floor area(sq. ft.) (including garage, finished basement/attics,decks or porch)
Gross living area(sq. ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
Gmnl solar 3301 North Thanksgiving Way, Suite 500
Structural Group Lehi, LIT 84043
P: (801) 234-7050
Scott E. Wyssling, PE
Senior Manager of Engineering scoff.wyssling@)vivintsolar.com
December 02, 2015
Mr. Dan Rock, Project Manager
Vivint Solar
3301 North Thanksgiving Way, Suite 500
Lehi, UT 84043
Re: Structural Engineering Services
Worth Residence
153 Bay View Ave, Salem MA
S-4491075
3.38 kW
Dear Mr. Rock:
Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of
the above referenced home:
1. Site Visit Verification Form prepared by a Vivint Solar representative identifying specific site
information including size and spacing of members for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection details for
the solar panels. This information was prepared by the Design Group and will be utilized for
approval and construction of the proposed system.
3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar
system.
4. Photographs of the interior and exterior of the roof system identifying existing structural members
and their conditions.
Based on the above information we have evaluated the structural capacity of the existing roof system to support the
additional loads imposed by the solar panels and have the following comments related to our review and evaluation:
Description of Residence:
The existing residence is typical wood framing construction with the roof system consisting of the following:
• Roof Sections (1, 2, and 3): Roof section is composed of 2x4 dimensional lumber at 24" on center
and a double layer of roofing. The attic space is unfinished and photos indicate that there was free
access to visually inspect the size and condition of the roof members.
All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard
construction components. The existing roofing material consists of composite shingle. Our review of the photos of
the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying
members.
Stability Evaluation:
A. Wind Uplift Loading
1. Refer to attached Ecolibrium Solar calculations sheet for ASCE/SEI 7-10 Minimum Design Loads
for Buildings and other Structures, wind speed of 100 mph based on Exposure Category B and 35,
40, and 14 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B,
Zone 2 per(ASCE/SEI 7-10).
2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the
dwelling.
vivint. solar
`rs Page 2 of 2
B. Loading Criteria
10 PSF = Dead Load (roofing/framing) 40 PSF= Live Load (ground snow load)
3 PSF = Dead Load (solar panels/mounting hardware)
Total Dead Load= 13 PSF
The above values are within acceptable limits of recognized industry standards for similar structures and in
accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on
the existing roof structure utilizing the above loading criteria indicates that the existing members will support the
additional panel loading without damage, if installed correctly.
C. Roof Structure Capacity
1. The photographs provided of the attic space and roof rafters show that the framing is in good
condition with no visible signs of damage caused by prior overstressing.
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation
Manual", which can be found on the Ecolibrium Solar website (ecolibriumsolar.com). If during solar
panel installation, the roof framing members appear unstable or deflect non-uniformly, our office
should be notified before proceeding with the installation.
2. The solar panels are 1 1/2" thick and mounted 4 Yi' off the roof for a total height off the existing roof
of 6". At no time will the panels be mounted higher than 6" above the existing plane of the roof.
3. Maximum allowable pullout per lag screw is 205 lbs/inch of penetration as identified in the Nation
Design Standards (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based
on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less than the maximum
allowable per connection and therefore is adequate.
4. Roof Sections (1, 2, and 3): Considering the roof slopes, the size, spacing, condition of the roof,
the panel supports shall be placed at and attached no greater than every other roof member as
panels are installed perpendicular across members and no greater than the panel length when
installed parallel to the members (portrait). No panel supports spacing shall be greater than two (2)
spaces or 48" o/c,whichever is less.
5. Panel support connections shall be staggered to distribute load to adjacent members.
Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately
support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009
International Residential Code with Massachusetts Amendments, current industry standards and practice, and the
information supplied to us at the time of this report.
Should you have any questions regarding the above or if you require further information do not hesitate to contact
me.
AScott'E
lyyours, SHOF ls
LIN
IL
. Wyssling, P No 5507
MA License No. 5 7 q90 9F-1sTEa �
ANAL
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MIS ALLER NUMSER:1.877.40404129 �oe�o�� solar Worth 13 Bay Vim Residence
PV 2,0 M MA LICENSE:MAHIC 170848 Sale,MA 01970
PL/ 1 V DRAWN BY:BB I AR 4491075 Last Modified:11124/2015 UTILITY ACCOUNT NUMBER:62979-16015
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O Conduit and Conductor Schedule DC Safety Switch Notes: Solar PV System AC Point of Connection
Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size AD output current
1 Solar Edge Cable 10 AWG 2 V+,V- Rated for max operating Condition of inverter Acrvding ID Nec 1919 Amps
g ( ) N/A-Free Air N/A-Free Air m
NEC 690.35 compliant 690.8161(1)Nominal AC Vona a za0 vDns
1 Bare Copper Ground(EGC/GEC) 6AWG 1 N/A-Free Air N/A-Free Air •D ens all un founded conductors 9 U a
P 9 THIS PANELFEDeY MULTIPLE SOURCES
2 THWN-2 10 AWG 2(V+,V-) PVC 1"
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2 THWN-2-Ground 6AWG 1 PVC V. (D e
3 THWN-2 10AWG 3(1-Li,1-L2,1-N) PVC V. Notes: SE380OA-US-U Inverter Specs: vao�
mm
3 THWN-2-Ground 6AWG 1 PVC 1" wire size and breaker calculations dependent upon CEC Efficiency 98%
inverter Continuous Maximum Output. AC Operating Voltage 240 V �rNy>61
Example:SE3800DA-US-U Max Output=16A<20A. LL m m i
Therefore a 20A solar breaker will be needed for each OOOl10U0US Max Output 16 A n y
SE380GA-US-U inverter. Wire Gauge should also be DC Maximum Input Current 13A -C D
determined with 16A Max for each inverter. e Q a
Solar Ed O timizer Specs:
ALL CONDUCTORS P300 DC Input Power 30OW s
SHALL BE COPPER DC Max Input Voltage 8-48V
DC Max Input Current 12.5A
Design Conditions: DC Max Output Current 15A .
ASHRAE 2013 Max String Rating 525OW
L
Highest Monthly 2%DB Design Temp 35.6°C. Module Specs: M
13 PV MODULES PER INVERTER=3380 WATTS STC Lowest Min.Mean Extreme DB -17°C
VOC Tem
1 STRING OF 13 PV MODULES p coefficient V/°C Trina Solar TSM-260 PD05.08Short Circuit Current(Isc) 9.00A O ,e
System Specs: Open Circuit voltage(VDI:) 38.2V } 5
Operating Current(Imp) 8.50A
Max DC Voltage 500V Operating Voltage(Vmp) 30.6V C
O O O O O mrvcn
° o ° REVER SIarE Nominal DCOperatingg Voltage 350V Max Series Fuse Rating15A �`
i a 3 1z 13
GROUND spERMax.DC Current per String 15A STC Rating(Pmax) 26OW = 8
Nominal AC Current 16A Power Tolerance -0/+3% 9
CONFORMS TO ANSI C12.1-2008 EXISTING
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The Commonwealth of Massachusetts
OF
Board of Building Regulations and Standards SALEM
/ Massachusetts State Building Code, 780 CMR Revised Slur 2011
Building Permit Application To Construct, Repair, Renovate Or Demolish a
One-or Two-Family Dwelling
This Section For Official Us nl
Building Permit Number: Date AppFed:
�Tn - .� i
\Y Building Official(Print N:une). Signature - Date
SECTION 1:SITE INFORNIAT10N' `
1 •
LLProm ddress: 1.2 Assessors Map&Parcel Numbers
vj�
(I L I a Is this an acc fed street?yes no Mup Number Parcel Number
F
1.3 'Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Arca(sq tl) Frontage(If)
1.5 Building Setbacks(R)
Front Yard Side Yams Rear Yun1
Required Provided Rcqutted Provided Required Provided
1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: _ Outside Flood Zone? Municipal O On site disposal system O
Public❑ Private❑ Check if esO
SECTIONZ: PROPERTY OWNERSHIP!'
Ow ert of R cord: YN't\ yl'?D
tme(Print.), City,State,ZIP
tS 3 Saw �c� TW f�,--"l' —17
No.and Street Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORKS(check all that apply)
New Construction❑ Existing Building❑ Owner-Occupied O Repairs(s) 13 1 Alteration(s) ❑ Addition ❑
Demolition O Accessory Bldg.❑ Number of Units_ Other ❑ Specify:
Brief Description of Proposed Work:
SECTION a:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials
I. Building I. Building Permit Fee:$ Indicate how fee is determined:
SV ❑Standard City/Town Application Fee
2. Electrical S ❑Total Project Cosh(item 6)x multiplier x
3. Plumbing $ 2y Qther Fees: S
q. 11cchanical (hiVAQ $ List:
5. Mechanical (Fire S Total All Fees:S
Suppression)
Check No._Check Amount: Cash Amount:_
6.Total Project Cost: S t�� ❑Paid in Full ❑Outstanding Balance Due:
i�lA1t,G'p s( z�
r
SECTIONS: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)
License Number Expiration Date
Name of CSL fielder
List CSL'fype(see below)
No.;md Street TYpe'. Description
U Unrestricted(Buildings a l035,000 cu. tb.
R Restricted1&2Famil Dwelling
Cityfrown,State,ZIP M Maso
RC Roolin Covcrin
WS Window and Sidin
SF Solid Fuel Duming Appliances
I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC)
HIC Registration Number Expiration Date
[[I Cump;tny Name or HIC Registrant Nane
No.and Street Email address
Cityrrown,State ZIP Tele hone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M G.L:c.152.$2SC(6)).. I
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide I
this affidavit will result in the denial of the Isivance of the building permit.
Signed Affidavit Attached? Yes ..........❑ No...........❑
.'
SECTION7u:OWNER AUTHORIZATION, BE.COMPLETED.WHE N.'
,
OWNER'S AGENT OR COWIIACTOR APPLIES FOR BUILDING PERDIM
I,as Owner of the subject property,hereby authorize
t9 act on my behalf,in all matters relative to work authorized by this building permit application.
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION
By entering my name below,)hereby attestfunde pains and penalties of perjury that all of the information
contained in th' n is tr a he best of any knowledge and understanding.
Print Owner's or Authorized Agent NainekElectronic Signature) Date
NOTES:
I. An Owner who obtains a building permit to do his/her own work,or anowner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(IIfC) Program),will no have access to the arbitration
program orguaranty tend under M.G.L.c. I42A.Other important information on the HIC Program can be found at
www m;nss t:ov:'aca Information on the Construction Supervisor License can be found at www�as _
2. When substantial work is planned,provide the information below:
Total floor area(sq. ft.) (including garage, finished basement/attics,decks or porch)
Gross living area(sq. 11.) Habitable room count
Number of fireplaces Number or bedrooms
Number of bathrooms Number of half/baths
type of heating system Number of decks/porches
Type of cooling system Enclosed Open
J. "rota) Project Square Footage"may be.,ubstituted for"'rued Project Cost"