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CITY OF SALEM MASSACHUSETTS
jn t .fti T I.M,
5, t BOARD OF APPEAL
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'113 OCT -2 P 2- 09
-= 120 WASrnNG roN STREE:r♦ SALF.M,NIASSACtlliS6-rrs 01970
KIi%tI3i.m, ,DRISCO]I Te:f,r:978-745-9595 ♦ PAS:978-740-9846 FILE #
Mns°otz
CITY CLERK, SALEM, MASS,
October 2, 2013
Decision
City of Salem Board of Appeals
Petition of NEW ENGLAND POWER COMPANY d/b/a NATIONAL GRID for a new Special
Permit for an Essential Services Use pursuant to Section 3 Use Regulations and a Special Permit to
extend a pre-existing non-conforming use pursuant to Section 3.3.2 Nonconforming Uses and
Structures, for the construction of a new control house with related facilities at the property located
at 57 CANAL ST (134, R2, and Entrance Corridor Overlay Zoning Districts).
A public hearing on the above Petition was opened on September 18, 2013 pursuant to M.G.L Ch. 40A, � 11.
The hearing was closed on that date with the following Salem Board of Appeals members present: Ms.
Curran (Chair), Mr. Dionne, Mr. Duffy, Ms. Harris, Mr. Watkins, and Mr. Eppley (Alternate).
The Petitioner seeks a Special Permit pursuant to Sec. 3.0 Use Table and a Special Permit pursuant to Section
3.3.2 of the Salem Zoning Ordinance.
Statements of fact:
1. Attorney Joshua Lee Smith representing New England Power Company, d/b/a/ National Grid and
Mr. Dan McIntyre, consulting engineer, presented the petitions for the property at 57 Canal Street
(B4, R2, and Entrance Corridor Overlay Zoning Districts).
2. In the petition, date-stamped August 28, 2013, the Petitioner requests a Special Permit for an
Essential Services Use pursuant to Section 3 Use Re
,gulalions and a Special Permit to extend a pre-
existing non-conforming use pursuant to Section 3.3.2 Nonconfor big Uses and Structures, for the
construction of a new control house with related facilities.
The Salem Board of Appeals, after careful consideration of the evidence presented at the public hearing, and
after thorough review of the petitions, including the application narrative and plans, and the Petitioner's
presentation and public testimony, makes the following findings that the proposed project meets the
provisions of the City of Salem Zoning Ordinance:
§9.4 Special Permits
§9.4.2 Criteria, Subsections 1 through 6
1. The facility is and has been an essential services use since the 1950s. The facility as proposed
continues that essential services use to meet the needs of the community. The updating of the control
house and related facilities is necessary to improve the capacity and reliability of electrical service to
the City of Salem and neighboring communities
2. The facility, as proposed, does not change the traffic flow or safety, of the neighborhood traffic flow
of the neighborhood.
3. The proposed facility will not adversely impact the public services and has adequate access to utilities.
r
City of Salem Board of Appeals
October 2,2013
Project: 57 Canal Street
Page 2 of 3
4. The proposed facility will not be substantially more detrimental than die existing nonconforming use
to the neighborhood.
5. The proposed work includes planting new trees and shrubs for screening of abutters, and streeting of
Canal Street where feasible. All new lighting will be directed downward toward equipment on-site,
and will not be directed out of the site."
On the basis of the above findings of fact and all evidence presented at the public hearing including, but not
limited to, the plans, documents and testimony, the Salem Board of Appeals concludes:
1. A Special Permit for an Essential Services Use under Section 3 Use Table and a Special Permit to
extend a pre-existing non-conforming use under Section 3.3.2 for the construction of a new control
house with related facilities are granted as conditioned.
2. In permitting the Special Permit for an Essential Services Use and a Special Permit to extend a pre-
existing non-conforming use, the Salem Board of Appeals requires certain appropriate terms,
conditions and safeguards as noted below.
In consideration of the above, the Salem Board of Appeals voted five (5) in favor (Ms. Curran — Chau, Mr.
Dionne, Mr. Duffy, Ms. Harris, and Mr. Watkins in favor) and none (0) opposed, to approve the Special
Permit for an Essential Services Use and the Special Permit to extend a pre-existing non-conforming use,
subject to the following terms, conditions, and safeguards:
1. The Petitioner shall comply with all city and state statutes, ordinances, codes and regulations.
2. All construction shall be done as per the plans and dimensions submitted to and approved by the
Building Commissioner.
3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly
adhered to.
4. Petitioner shall obtain a building permit prior to beginning any construction.
5. A Certificate of Inspection is to be obtained.
6. Petitioner shall obtain street numbering from the City of Salem Assessor's Office and shall display
said number so as to be visible from the street.
7. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but
not limited to, the Planning Board.
8. A retaining wall shall be constructed along the western boundary of 8 Cypress Street, and no barbed
wire shall be affixed to the top of the chain link fence that will be installed on top of the retaining wall
along the western boundary of 8 Cypress Street.
9. Additional landscaping shall be installed along Canal Street, where feasible, and along the northern
boundary of 8 Cypress Street,in order to provide screening.
10. The location of the building may vary from the location shown on the submitted plans by no more
than 20 feet eastward, and it shall not be moved any closer to Canal Street.
11. The barbed wire affixed to the top of the chain link fence bordering the north side of 8 Cypress Street
shall be angled in toward the site, and shall not
��be//angled out over
8 Cypress Street.
`�Gt?CGa ( OW /
Rebecca Curran, Chair
Board of Appeals
A COPY OF THIS DECISION HAS BEEN FILED\\KITH THE PLANNING BOARD AND THE CITY CLERIC
City of Salem Board of Appeals
October 2,2013
Project: 57 Canal Street
Page 3 of 3
Appeal from this decision, if an), shall be made pursuant to Section 17 of 1be Massacbusetts General Laws Cbapler 40A, and shall be filed mitbiu 20
da}s of filing of Ibis decision in the ogice of the Cq Clerk. Purruanl to the Massachusetts General Lams Chapter 40A, Section 11, the Variance or
Special Permil granted herein shall not take erect until a cope of the decision bearing the certificate of the Gh,Clerk has been pled mitb Ibe Essex South
Regis/g,of Deeds.
CITY OF SALEM, MASSACHUSETTS
j`'V& F ftl BUILDING DEPARTMENT
rc - a 120 WASHINGTON STREET,31iD FLOOR
TEL. (978) 745-9595
FAX(978) 740-9846
KIMBERLEY DRISCOLL
MAYOR TY-Iomm ST.PIERRE
DIRECTOR OF PUBLIC PROPERTY/BUILDING CONMIISSIONER
September 10,2013
New England Power Company d/b/a National Grid
40 Sylvan Road
Waltham,MA 02451
Attn: Legal Department
Lauren Peloquin, Esq.
Re: City of Salem,National Grid Underground Cable Replacement and Substation Improvement
Project
Dear Attorney Peloquin:
We appreciate having met with representatives of New England Power Company d/b/a National
Grid("NEP")to discuss the above-referenced project,which includes the replacement of two 115kV
underground cables within various public streets in the City of Salem and associated work at NEP's
existing substations known as the Canal Street Substation and the Salem Harbor Substation located at 57
Canal Street and off Fort Avenue. The letter from Joshua Lee Smith of Bowditch&Dewey to Thomas
St. Pierre,the Inspectional Services Director for the City of Salem, dated August 22, 2013, accurately
summarizes these discussions.
As we discussed at the meetings, while some local zoning relief would be required, it is difficult
to ascertain the extent and nature of relief required given the unique project use and facilities. We
understand that NEP intends to petition concurrently both the Salem Board of Appeals for two special
permits and the Massachusetts Department of Public Utilities for individual and comprehensive
exemptions from the applicable provisions of the City of Salem Zoning Ordinance. The City of Salem
supports NEP's determination to secure such exemptions, understanding that it will achieve clear,
consistent and efficient regulation of the project and will allow the project to proceed in a timely manner.
We appreciate your consideration to date with respect to this project and look forward to working
with NEP to ensure that this important project proceeds expeditiously.
Very truly ours,
By
Thomas St. Pierre
Inspectional Services Director
�royoltq.a CITY OF SALEM9 MASSACHUSETTS
PUBLIC PROPERTY DEPARTMENT
-
120 WASHINGTON STREET, 3RD FLOOR
SALEM, MASSACHUSETTS 01970
q� TELEPHONE; 97$-745-9595 EXT. 380
"�✓>tINV FAX: 978-740-9846
KIMBERLEY DRISCOLL
MAYOR
September, 2011
New England Power Company d/b/a National Grid
40 Sylvan Road
Waltham, MA 02451
Attn: Legal Department
Lauren Peloquin, Esq.
Re: City of Satem, National Grid Transmission Line and Substation Improvement
Project
Dear Sir/Madam:
We appreciate having met with representatives of New England Power Company d/b/a
National Grid("NEP")to discuss the above-referenced project, which includes the replacement
of two 115kV underground transmission lines within various public streets in the City of Salem
and associated improvements at NEP's existing substations known as the Canal Street Substation
and the Salem Harbor Substation located at 57 Canal Street and off Fort Avenue. The letter from
Robert C. Sudmyer of Bowditch & Dewey to Mr. Thomas St. Pierre, the Inspectional Services
Director for the City of Salem, dated September 16, 2011, accurately summarizes these
discussions.
As we discussed at the meeting, while some local zoning relief would be required, it is
difficult to ascertain the extent and nature of relief required given the unique project use and
facilities. We understand that NEP intends to petition the Massachusetts Department of Public
Utilities for individual and comprehensive exemptions from the applicable provisions of the City
of Salem Zoning Ordinance. The City of Salem supports NEP's determination to secure such
exemptions, understanding that it will achieve clear, consistent and efficient regulation of the
project and will allow the project to proceed in a timely manner.
We appreciate your consideration to date with respect to this project and look forward to
working with NEP to ensure that this important project proceeds expeditiously.
Very truly Airs, r
By: .
?Z-
Thomas St, Pierre
Inspectional Services Director
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� The Commonwealth of Massachusetts
�� Department of Public Safety
MassachuseHs State Building Code(780 CMR)
Building Permit Application for any Building other than a One-or Two-Family Dwelling
(1'his Section For Official Use Only)
�" Building Pemut Number: Date Applied: Building OfficiaL
� SEC'ITON 1:LOCATION(Please indicate Block#and Lot#for locaHons for which a street address is not available)
� 57 Canal Street Salem MA o1970 Canal Street Substation
No.and Street City/Town Zip Code Name of Building(if applicable)
1
� n SECTION 2 PROPOSED WORK
J� Edition of MA State Code used 8 t h If New Construction check here
.`, C'�or check all that apply in the two rows below
, Existing Building❑ Repair❑ Alterafion ❑ Addifion❑ Demolition � (Please fill out and submit Appendix 1)
�� Change of Use ❑ Change of Occupanty ❑ Other ❑ Specify: � i
I� Are buIlding plans and/or construction documents being supplied as part of this permit application? Yes Ad'o ❑ m �.
Is an Independent Structural Engineering Peer Review required? Yes ❑ �o �G c� ..
Brief Descripdon of Proposed Work: �� =� ��,
ns a pre- a rica e equipmen enc asur �, I
or ig vo tage uti i y su s a ion T
D �„m ,
rn
�
� SECTION 3:COMPLEI'E THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION, ,OR
CHANGE IN USE OR OCCUPANCY � ��-
Check here if an Existing Building InvesrigaHon and Evaluarion is enclosed(See 7S0 CMR 34) ❑ ,.
Existing Use Group(s): Proposed Use Group(s): '
- � SECTION 4:BUILDING HEIGHT AND AREA
Existing Proposed
No.of Floors/SMries(include basement(evels)&Area Per Floor(sq.k.) 1 2 4 0 S F
Total Area(sq.ft.)and Total Height(k.) 4 0 S 10 ' S"
SECTION 5:USE GROUP(Check ax applicable)
A: Aasembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: EducaHonal ❑
F: FaMo F-1❑ F2❑ H: Hi Hazazd H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑
I: Institurional I-1❑ I-2❑ I-3❑ I-4❑ M: MercanHle❑ R: Residential R-1� R-2❑ R-3❑ R-4❑
S: Storage Sl❑ S2❑ U: Utility� Special Use 0 and please describe below:
Special Use:
SECT'ION 6:CONSTRUCITON 1'YPE(Check as applicable) I
IA ❑ IB ❑ IIA ❑ IIB � IIIA � IIIB ❑ rvo VA ❑ VBD I
SECITON 7:SITE INFORMAI'fON(refer to 780 CMR 111.0 for dMails on each item) I
Water Supply. Flood Zone Infocmation: Sewage Bisposal:N %� Trench Permih Debris Removal:
Public❑ Check if outside Flood Zone PS Indicate municipal❑ A trench will not be Licensed Disposal Site❑
Private❑ or indentify Zone: or on site system❑ required�or trench or specify:
pemut is enclosed❑
Railroad right-of-way: Hazazds to Air Navigarion: MA Historic Commission Review Process:
, Not Appficable� Is Structure within airport approach area? Is their review completed? N�A
or Consent M Build enclosed❑ Yes O or No� Yes❑ No ❑
SECTION S:CONTENT OF CERTIFICATE OF OCCUPANCY
Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor:
Does the building contain an Sprinkler System?: Special Stipulaflons: �
C-/�.LL FB 2 � , � ,
�� ���
.�-� --� , ,.;,
' nationaigrid `' ' :`
Daniel Mcintyre,P:& � � .
Principal Civil Engineer
�j Registered:MA,NH,RI �
3
w � 66� �� 40 Sylvan Road
� �Pi7!!��! •� . Waltham,MA 02451
�� C:508-868-5424 � �- -
� � daniel.mcintyre�us.ngrid.com �
www.nationalgrid.com � �
. I• _ ..�..:A._.: �.�c_. �+�_
... 'v
SECTION 9: PROPERTY OWNER AUTHORIZATION
Name and Address of Properiy Owner
New England Power 40 Sylvan Road Waltham MA 02451
Name(Print) No.and Street City/Town Zip
Property Owner Contact Information: C�dri 121 .RlC 1 ri t Z7Y2Q
Daniel McIntyre 508-868-5424 nationalgrid. com
TiHe Telephone No.(business) Telephone No. (cell) e-mail address
If applicable,the property owner hereby authorizes
Name Street Address City/Town State Zip
to act on the ro er ownets behaff,in all matters relative to work authorized b this buildin ermit a lication.
SECITON 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) �
f bvildin is less than 35,OIX7 cu.h.of enclosed s ace and or not under ConstrucNon Connol then check here O and ski Section 101
10.1 Re ' tered Professional Res onaible for Construction Control
Name(Registrant) Telephone No. e-mail address Registraaon Number
Street Address City/Town State Zip Discipline Expiraflon Date
10.2 General ContraMor
Bond Brothers
Company Name �I
Robert Johnson CS-069618 Unrestricted
Name of Person Responsible for Construction License No. and Type if Applicable
145 Spring Street Everett, MA 02149 ,
Street Address City/Town State Zip �
617-387-3400
`-.. Tete hone No. business Tele hone No, cell e-mail address
SECTTON 11:WORKERS'COMPENSATION INSURANCE AFFIDAVTT M.G.L.c.152§25C 6 �
A Workers'Compensation Insurance Affidavit from the MA Depariment of Industrial Accidents must be completed and
submitted with this application. Fadure to provide this affidavit wID result in the denial of the issuance of the building pemuk
Is a si ed Affidavit submitted with this a lication? Yes❑ No ❑
SECTION 12 CONSTRUCTION COSTS AND PERMTT FEE
Estimated Costs:(Labor
Item and Materials) Total Construction Cost(from Item 6)_$ 17 5, 0 0 0
1.Budding g 175, 000 11
Building Permit Fee=Total Construction Cost x (Insert here
2.Elechtical $ appropriate municipal factor)_$ 1� . 0 0
3.Plumbing $
4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipaGty)
S.Mechanical Other S Enclose check payable to CltY Of Salem
6.Total Cost $ 17 5 � 0 0 0 (contact municipality)and write check number here �0 0 0 7 718 7
SECTION 13:SIGNATU2E OF BUILDING PERMIT APPLICANT
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information con4iined in this
application is true and accurate to the best of my knowledge and understanding.
Daniel McIntyre Principal Engineer 508=86$-5424 4/1/15
Please print and sign name Tifle Telephone No. Date
40 Sylvan Road Waltham MA 02451
Street Address ,�O/fJ/o City/Town ' State Zip —
i 7 �'���
Municipal Inspector to fill out this secHon upon applicaHon approval: '�+'° / /�
Name ate
i �
COMcheck Software Version 4,0.0
Envelope Cotnpliance Certificate
ProJect Information �FS/ APPROVED
�Y
Energy Code: 20121ECC DATE 3/24/15
Project Tit�e: Canal St Station PFS CORPORATION
Location: Salem, Massachusetts Cottage Grove,WI
Climate Zone: 5a -
ProjeCtType: NBW COfiStfUCf1011
Construction Site: OwnerlAgent: DesignedContreclor:
57 Canal St National Grid Systems Control
Salem, MA 01970 MA Division of Northern Star Industrles
3201 East Industrial Drive
Iron Mountain,MI 49601
Building Area Floor Area
1-Workshop: Nonresidential 336
Additional Efficiency Package
Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calalations.
Envelope Assemblies
Assembiy Gross Area Cavity Cont. Proposed Budget U-
or R-Value R-Value U-Factor Factoriai
Perimeter
Roof t:Attic Roof with Steel Joists,[Bldg.Use 1-WoAcshop] 338 29.0 0.0 0.042 0.027
Ezterior Well 1:Metal Buildirg Wall,Single Layer Minerel Fiber,[Bldg. 760 16.7 3.0 0.071 0.052
Use 1 -Workshop] .
Door t:Insulated Metal,Swinging,[Bldg.Use 1-Workshap] 48 -•• -- 0.090 0.370
Door 2:Insulatetl Metel,Swinging,[Bldg.Use 1-Workshop] 21 — ••- 0.090 0.370
Door 3:Other poor,Non-Swinging,[Bldg.Use 1-Workshop] 8 -- --- 3.000 3.000
Floor 1:Steel Joist,[Bldg.Use 1-Workshop] 336 30.0 0.0 0.038 0.033
(a)Budget U-factors are used for soflware baseline calculetions ONLY,and ere not code requirements.
(b)'Othef componerns requ(re supportirg documernation forproposed U-factors.
Project Notes
SC job #37223
� _ . �_ � � _ �� . � �`i;.
Envelope Compliance Statement
Compliance Sta[ement: The proposed envelope design represented in this document is consistent with the building plans,
speclfications,and other calculatlons submit[ed with this perrnit application.The proposed envelope systems have been
designed to meet the 2012 IECC requlrements in COMcheck Version 4.0.0 and to comply with the mandatory requirements Iisted
in the Inspection Checklist.
Project Tltle: Canal St Station Report date: 03/03/15
Data filename: E:\37000 Serles ProJectr\37223\State Submittal\37223 Comcheck-2012 IECC.cck Page 1 of 19
COMcheck Softw�re Version 4.0.0
Interior Lighting Compliance Certificate
Project Information � qpp/tOVED
Energy Code: 2012 IECC
Project Tine: Canal St Station DATE 3/24/15
� ProjectType: NewConstruction PFS CORPORATION
Cottage Grove,WI
Construction Site: Owner/Agent: DesignedContractoc
57 Canal St National Grid Systems Control 'i
Salem, MA 01970 MA DIvlslon of Northem Star Industries '�
3201 East InduStrlal Drlve �i
AddiGonal Efflciency Package Iron Mountain,MI 49801 !
Reduced interior lighting power.Requirements are imDliciUy enforced within interior Ilghting allowance calculations.
Allowed Interior Lfghting Power
A B C D
Area Category Floor Area Allowed Allowed Watts
(ft2) Watts/it2 (B X C)
t-Workshop 336 1.19 403
Total Allowed Watts= 403
Proposed Interior Lighting Power
q B C D E '
Fhcture ID: Description I Lamp I Wattage Per Lamp I 8allast Lamps! #of Fixture (C X D) I
Fixture Flxtures Watt.
1-Workshoo
Linear Fluo2scent 7:48'TB 32W(Super T8):Electronlc: 2 8 64 384
Totel Proposed Watts= 384
. . � .. .. . , � _ . _ � . ., .. ..:_ ..
Interiar Lighting Compliance Statement
Complfance Statement: The proposed Interior Ilgh[ing deslgn represented in this document is conslstent with the bullding plans,
specifita[lons,antl other calculations submitted with thls permlt appllcation.The proposed Interior lighting systems have been
designed[o meet the 2012 IECC requirements in COMcheck Version 4.0.0 and to comply with the mandatory requirements Ilsted
In the Inspecdon Checklis[. / /
�r�n K��lt�e� —I�ra',r�.�` E�a��er r��� �?. _ ,3 J 5�
ame-rir.le .7--T 5ignature oate I
Project Tltle: Canal St Statlon Report date: 03/03/15
Data fllename: E:437000 Serles ProJects\3)223\State Submittal\37223 Comcheck-2012 IECC.cck Page 3 of 19
f
COMcheck Software Version 4.0.0
Exterior Lighting Compliance Certificate
Project Information � APPROVED
EnergyCode: 20121ECC DATE 3/24/15
Project Tiue: Canal St Station PFS CORPORATION
Projecl Type: New Construction Cottage Grove,WI
Exlerior Lighting Zone 3(Ott1e�)
IConstrudlon Site: Ownerlqgent: DesignedConvador.
57 Canal St National Grid Sys[ems Control
Salem, MA 01970 MA Divislon of Northern Star Industries
3201 Eas[Intlustriat Drive �
Iron Mountatn,MI 49801 �
Allowed Exterior Lighting Power
p B C D E
ArealSurface Category Quantity Allowed Tredable Allowed Watts
Waris/Unit Wattage (B X C)
Main entry 4 fl of door 30 Yes 120
Other door(not main entry) 4 ft of door 20 Yes 80
Illuminated length of(ecade wall or surface 24 ft 3.75 No 90
Illuminated length of facade wall or surtace 24 R 3.75 No 90
Total Tradable Watts(a)= 200
Total Allowed Watts= 380
Total Allowed Supplemental Watts(b)= 750
(a)Wanage tradeoffs are only allowed between tredable areaslsurfaces.
(b)A supplemental allowance equal to 750 watts may be apptied toward compliance of hoth non-tradable and tredable areas/surfaces.
Proposed Exterior Lighting Power
p B C D E
Fixture ID:Description/Lamp/Wattage Per Lamp 1 Ballast Lamps/ #of Ffxture (C X D)
Fixture Fixtures Watt.
Main entry(4 ft of door width)�Tradable Wattaoe
HID 7:Hlgh-Pressure Sodium:Standard: 7 7 700 100
Other door(not main entrvl(4 ft of door width)�Tradable Wattaae
HID 2:Hlgh-Pressure Sodium:Standard: 1 1 100 100
�Ill�minated leng(p of f�gde wall or surFace(24 hJ,;�on-trada4le Wadaae
HID 3:Hlgh-Pressure Sodium:Stendard: 1 7 100 100
HID 4:Hlgh-Pressure Sotlium:Standerd: 1 1 100 100
7otal Tredable Proposed Watls= 200
- - ., : . .. . ., . . , . �� . .. .�. '��," zr� «` $ '..':
• � :'�� " • •�' ;. :�'u�+'+.�`t�. .....�-.-� nu'..
Exterior Lighting Campliance Statement
Compliance Statemenf: 7he proposed exterior lighting design represented in thls document fs conslstent wlth the bullding plans,
speclficatlons, and other calculations submitted with thls permit appllca[ion.The proposed exterior lighting systems have been
tlesignetl to meet fhe 2012 IECC requirements In COMcheck Verslon 4.0.0 and to wmply wlth the mandatory requirements listed
in the Inspectbn Checklist.
' Project Title: Canal St Station Report date: 03/03/15
Data fllenames E:\37000 Serles ProJects\37223\State Submittal�37223 Comcheck-2012 IECC.cck Page 4 of 19
��L1 M�K01Cf1` I�lO�li� E nMGPI�' _����c_�I�� `✓ ^ ��
Name-Title Sfgna[ure DaCe
�F% APPROVED
V�
DATE 3/24/15
PFS CORPORATION
Cottage Grove,WI
I
Project Title: Canal St Statfon Report date: 03/03/15
Data filename: E:\37000 Series Projects\37223\State Submittal\37223 Comcheck-2012 IECC.cck Page 5 of 19
r
COMcheck Software Version 4.0.0
Mechanical Compliance Certificate
,�F% APPROVED
Project tnformatfon V�
E�rgyCode: 20121ECC DATE 3/24/15
ProJect Title: Canal St Station PFS CORPORATION
Location: Salem, Massachusetts Cottage Grove,wl
Climate Zone: 5a
Project Type: New Construction
Construclion Site: OwnedAgenC DesignerlConVactor:
57 Canal St National Grid Systems Control
Salem, MA 01970 MA Division of Northern Star Indus[ries
3201 East Industrlal Drive
Additional Efficiency Package Iron Mountaln, MI 49801
Reduced interior lighting power.Requirements are implicitty entorceU within interior lighting allowance calculations.
Mechanical Systems list
Quantity System Type 8 Descriptlon
1 HVAC Syslem 1 (Single Zone):
Heating:1 each-Other,Electriq Capacity=34 kBtuRi -
No minimum efficiency requirement applies
Cooting:1 each-Single Padcege Vertical AC UnR,Capacity=38 kBtu/h,Air-Cooled CorMenser,Air Economizer
Proposed Efficiency=9.25 EER,Required EPociency=9.00 EER
Fan System: None
Mechanlcal Compliance Statement
Compllance Statement: The proposed mechanlcal deslgn represented In[hls dotument fs consistent wlth the building plans,
specifitations, and other calculatlons submitted with thls permlt applitation.The proposed mechanlcal sys[ems have been
designed to meet the 2012 IECC requirements In COMcheck Version . .0 and to comply with the mandatory requiremen[s Ilsted
in the Inspection Checktisnt.
I�rpn�an �a��n"Tfn►eC.�Fnn;nePr' 3.3~l5�
Name-Title � - Sig atur - Date
� Project Title: Canal St Station keport date: 03/03l15
' Da[a fllename: E:\37000 Serles Projects\37223\State Submittal\37223 Comcheck-2012 IECC.cck Page 6 of 19
, � Massachusetts -Department of Public Safety
Board of Building Regulations and Standards
. _ CnnstructinuSupeni�nr
license: CS-069818 � �, ,�I
ROBERTTJOHNsSON "' ' ,;
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WOBURNMA 01601� g `
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� Commissioner 04/30/2015 �
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Comrnonwealth of Massachusetts
Manufactured Buildings Program-Plan Identification Number Assignment
Name of Manufacturer SYSTEMS CONTROL MC Ide4f72 n Number
Third Party Identification Number
02
Project Title
37223-001
use Group U BBRS�DPS
IdentificaHon Number 0094� 1 S
Review by Program �I plans aze reviewed by MA and should be
Director Required stamped as below when approved Date: �3/2 5/ 15
Manufactured Buildings Program
From: Linda Shea
Manufactured Buildings Program
Re: Confirmation of Receipt of Building Plans &Assignment of BBRS\DPS
Identification Number (BBRS\DPS I.D. Number)
The Board of Building Regulations and Standards and Deparhnent of Public Safety (BBRS\DPS) has
received your building plans for the referenced project and has assigned the identification ntunber
noted above (in the block marked BBRS\DPS I.D. Number). This number has been assigned for
purposes of inbernal tracking methods. This number shall be used in reference to this project and on
all future correspondences,inquiries and plan revisions.
ACCEPTEp
M0.86ACNUBERBMANUFACNREO BUILDINOB PROORN41 �
87A7EBOANDOP UIl01NG8NE0 TIONB 8DINDARDB '
BIpNNN DpT¢
'BA6 OiTNIRO R�YCE691ICAfIOHONLY
Thank you for your cooperation with this matter. �e�r ro Funtrree REv��v
Send all canespondences,inquiriea and plan revisions to:
BBRS/Dept.of Public Safery
I Linda Shea
1380 Bay Sheet
Building B
Taunton,MA 02780
Bbrs\forms2\manufacturedbldgplanid-June 30,2009 .
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NATIONAL GRID
CANAL STREET SUBSTATION #16
Manufactured by:
SY��'�M� CON�'ROL
A DIVISION OF NORTHERN 5TAR INDUSTRIES, INC.
IRON MOUNTAIN, MI 49801
(906) 774-0440
BUILDING CODE & STANDARDS DESIGN LOADS CONTROL CENTER DRAWING INDEX ELECTRICAL DRAWING INDEX BUILDING DATA PROJECT DATA
DESCRIPTION: NAME:
BUILDING CODES DESIGN LOADS JOB# DWG#ORAWING NAME REV JOBfI DWG#DRAWING NAME REV Dimensions -14'x 24'x10'8° National Grid
MAStataeuiMinpCotle(]BOCMR)-BihEtlOion ROOF: GflOUNDSNOWLOAD(Pg)�SSPSF 3]223 C1 COVERSHEET 2 3]223 Et amv+u�wrs o CeilingHeigM -10' CanalStreetSubstation#16
2009 intematlonal MediaNcal CoOe wim MA Amentlmenis SNOW IMPORTANCE FACTOR Qs)=1.1 R001 dCh -Z:1 Z
2014 Natiwal Electrkai GoCa wiN MR AmendmeMs SNOW LOAO EXPOSURE FACTOR(Ce)�1,0 3J223 Ft FOUNpATION LOA05�ffiDG CROSS SECTION 2 3]223 E2 irc'+rts 0 P
2o121mematlaral Energy Conservatlon Coae xMi MF Amentlments SLOPED ROOF/FLAT POOF FACTOR(P�=39.4 PSF — WgII SF128SIf19 -ZA 98 MUNI-flb LOCATION:
512CMflMRAecM1ltecluealRcwasBoaed RpOFTHERMALFACTOfi (Ct) = 1,0 31223 F2 STRUCTURULOMPQSfilONOEfAllS 1 3]a23 E3 wx�mu��uw�wyrrs 0
20o91ntemaGwal Fre Catlewith MA Amentlmrn5 LIVE LOAD = 40 PSF Roof sheeting -24 ga Maxima 57 Canai Street
20091BC CpLLATERAL IOAD=40 PSF 3J223 L1 ROOR PI.AN � 1 3]P23 Ed prtpµcematwnwrtrm o Liner panels -22 ga Marquee Salem,MA 01970
3]223 L2 CEILINGNGHTINOPLIN 1 3J223 ES »uuneu+ 0
FLOOR: LIVE LOAD = 300 PSF 3]223 la E%rER10R WAII ELEVFTIONS . 1 3Y123 Efi +.w o COLORS: SC PR0.IECT NUMBER:
STRUCTURAL STEEL: oeno�ono = is rsF
ASTM A36 Steel Plate&Angies 3)223 �an INfERIOR WALLEIEVATIONS i s�zzs � .��.�,Ec,� o Wall sheeting -Ash Gray 37223-001
Fy=36,000 psi,Fu=58,000 psi 3]223 LdB INTERIOR WALL ELEVATqNS 1 31223 EB �c�acKr+ a Roof sheeting -White
WIND: WINOSPEE0=120MPH,EXP0.SURE=C D005 •AShGf2Y
ZOOS AISC-36O WiND IMPORTANCE FACTOR(1)=1.75 3]223 LOC INiEflIOR WALL ELEVATIONS I 3]223 E9 ecevreacacery 0
INTERNAL PRESSUFE COEFFIC�ENT(GCpi)=L18 Trim •Ash Gray
COLDFORMEDSTEEL: COMPONENTBCLADDINGDESIGNPRESSURE=(SEE �1223 UD INTEFIORWN.LEIEVAT10N5 1 3)2?3 E10 ��m�s o Linerpanels -RegalWhita
ASTM-A7011 Grade55 cHaarcc) a�zza i.s cae�ernnvuvotrr + s�ns eii �.«eEa�o� o
57000 psi min.yield strength SEISMIC:SEISMIC S�TE CLAS$=D 31223 51 F�OOP SECTION LAVOUT 2 3]T23 E12 +uws 0 WEIGHT: -25,000#
Per 2001 AISI-NAS,2004 AISI-General SEISMIC DESIGN CATEGORY=D
SPECTRARESPONSECOEFF.Sds=.467,Stli=240 �225 S2 WPL�SEC110NElEVATIONS 2 3]223 E13 �o�.�a+ o
WELDS: FORCERESISTINGSYSiEM=LIGHTFRAMEWALLSW/SHEAR 31223 S3 ROOFFRnMINGGIrW 1 N-taworo ncaoc 0
PANELS OCCUPANCYNSE GROUP:U
All welds per current AWS welding SEISM�C�MPOFTANCE FACTOR=7.25 3]22l S11 aAFfERA55EMBLV DETa1L5 0
specitications. �HAqTcc � a�zza snn RAFfEflASSEMBLV0Ef4115 o CONSTRUCTIONTVPE:2B
LIGHTWEIGHTSTEELFRAMING tomwxerrrssaonoixcoevcxmeswnesysF 3nza sis SIOEWALLSECTIONS o
STANDARD THICKNESS Pu1101ngPrte � .Tp"°"" �' � � snza sia END WALLSECTiONS o - OCCUPANCY CATEGORY:III
Gauge MinBaseSteel Oesign �^m��^^^' .330 -33-� ��°s -�^^ 30O ee�sraFw STANDAFiDFLOOHWELDDETA�LS i
No. Thickness Thickness �„��„ ;;o ;;'s ;;: ae; �, ee-sro-ww STANDAIiDWALLWEL00ETAILS o PROJECTNOTES: CERTIFICATIONS
in. in. °,"'•" .35d �"' �"• ��°j ��'s ee-sro-rw srnrionao Tauss we�o oE-rai.s o 1.DATA PLATE AND CERTIFICATION DECAL ARE LOCATED TO
11 .1136 .7196 �e�o.�.y c>, a;; ;,; e„ s„ THE LEFT OF THE DOUBLE DOOR ON THE INTERIOR OF
12 .0994 .1046 �^=a�.n.� �n.� .�o.� a>5 ass ass WALLB. °`
. Po IDneiol vnM R i0 /V C0 M�
14 .0710 .0747 2.THIS BUILDING DOES NOT CONTAIN PLUMBING FACILITIES. G ,
16 .0566 .0598 LOADS TO BE APPLIED IN ACCOflDANCE WfiT77HE PLUMBING FACILITIES SHALL BE PROVIDED ON SITE „,`;,;,, '"
� REQUIREMENTS OF THE IBC 2009 CADE
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REVISION
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� ro"�x�useaxrsw�um°ioainCOr'�vi�E�vnaru°Nio 37223 BUILDING CROS$ SECTION
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37223—F1
I — _ _
CEILING I
OUTSIDE AIR FILM =0.17
24GA. MAXIMA ROOF SHEET =0.003 R-38 FIBERGLASS INSULATION
R-38 FIBERGLASS =29.00 � �
22GA. LINER PANELS =0.003
INSIDE AIR FILM =0.61 OUTSIDE AIR FILM
R—VALUE=0.17
24GA. MAXIMA ROOF SHEET
OVERALL R VALUE =29J86 0.003
OVERALL U FACTOR =0.034
OUTSIDE AIR FILM
22GA. LINER PANELS R—VALUE=0.17
R—VALUE=0.003
INSIDE AIR FILM
WALL R—VALUE=0.61
(HEAT CAPACITY = 8 BID/T) R-21 FIBERGLASS INSULATION
22GA. LINER PANELS
OUTSIDE AIR FlLM =0.17 R—VALUE=0.003 WEATHER BARRIER
24GA. MULTI—RIB SHEET =0.003
R-21 FIBERGLASS =16J0
22GA. LINER PANELS =0.003 INSIDE AIR FILM
INSIDE AIR FILM =0.61 R—VALUE=0.61 24GA. MULTI—RIB SHEETING
R—VALUE=0.003
OVERALL R VALUE =17.483 CONTINUOUS INSULATION BARRIER
OVERALL U FACTOR =0.057 R—VALUE=9.3
CONTINUOUS INSULATION BARRIER R—VALUE= 9.3
BUILDING SECTION
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S.C. JC8 NYN9fR �MYIX6 XO-
3R23-001 37223—L4D
Commonwealth of Massachusetts
Manufactured Buildings Program-Plan Identification NumberAssignment
Name of Manufacturer SYSTEMS CONTROL MC Ide�if�'h''on Number
T !r
Third Party Identification Number
02
Project Title
37223-001
use Group U BBRS�DPS C
Identification Number 0094� �J
Review by Program �1 plans are reviewed by A�YA and should be
D'uector Required stamped as below when approved Date: 0 3/2 5/ 15
Manufactured Buildings Program
From: Linda Shea
Manufactured Buildings Program
Re: Confirmation of Receipt of Building Plans &Assignment of BBRS\DPS
Identification Number (BBRS\DPS I.D. Number)
The Board of Building Regulations and Standards and Departrnent of Public Safety (BBRS\DPS) has
received your building plans for the referenced project and has assigned the identification ntunber
noted above (in the block marked BBRS\DPS I.D.Number). This number has been assigned for
purposes of internal tracking methods. This number shall be used in reference to this project and on
all future correspondences, inquiries and plan revisions.
ACCEPTBp
MP86ACNUBE7T8MANUFACTUflED8U1LDINOBPR00RRM
STATEBOARDOP UILOINp8RF0 TIONB BTANDAHUB
816MFTU onr
�BA6 OITHIqO RTYCE ICATONONLY
Thank you for your cooperation with this matter. �eer To Funr R REVIEW
Send all corsespondences,inquiries and plan revisions to:
BBRS/Dept.of Public Safety
Linda Shea
1380 Bay Street
Building B
Taunton,MA 02780
Bbrs\forms2\manutacturedbldgplanid-June 30,2009
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NA TIONAL GRID
CANAL STREET SUBSTATION #16
Manufactured by:
SYSTEMS CONTROL
A DIVISION OF NORTHERN STAR INDUSTRIES, INC.
IRON MOUNTAIN, MI 49801
(906) 7,74-0440
BUILDING CODE & STANDARDS DESIGN LOADS CONTROL CENTER DRAWING INDEX ELECTRICAL DRAWING INDEX BUILDING DATA PROJECT DATA
' DESCRIPTION: NAME:
BUILDING CODES DESIGN LOADS JOB# DWG#ORAWING NAME REV JOB# DWG#DRAWING NAME REV Dimensions -14'x 24'xt 0'8" National Grid
MAStateBUlMinpCotle�]BOCMP)-B4�Edi�ion ROOF: GROUN�SNOWLOAO(Pg)=SSPSF 31223 C1 COVERSHEET 2 3�223 E1 commaasnenuvns o CeilingHeight -10' CanalStreetSubstation#16
20081Memational MecM1anical CaEe wim MF AmeMmen6 SNOW IMPORTANCE FACTOR Qs)=1.7 __
20�6 NaUony Eleclrical Coda wi1M1 MA Amendments SNOW LOAO E%POSURE FACTOR(Ce)=1.0 3]223 Fi FOUNDATION LOADSIBLDG CROSS SECTION 2 31219 E2 umm o Roof pitch -2:12
2m21mematlonalEnargyConservatlonCOEewICiMAAmeMmants SLOPEDROOF/FlATROOFFACTOR(P�=39.4PSP - WaII5FIC8SItlQ -Z498MUIII-flb LOCATION:
512CMRMAArchitecWralAcrosaBoard qppFTHERMALFACTOR (Ct) = 1.0 3]223 F2 STRUCttIRALCOMPO5RI0NDETAILS 1 3]223 E3 xmwrerrtee�n�aon�um�s o Roofsheetin -24 aMauima 57CanalStreet
2ao91Memational Fina COCe wIN MA AmmCments LIVE LOAD = 40 PSF �23 Lt FLOOR PLAN f 31223 E4 wmnc�ntwrucxrs 0 �IflBf anels 9 -22 ga Mar uee Salem,MA 01970
20081BC COLLATERAL LOAD=40 PSF P 9 Q
3]223 L2 CEIIINQM1AOHTINGPLAN 1 3]2Y! ES xiv.usrw 0
PLOOR: LIVE LOAD = 300 PSP 3]223 l3 EXtEFIOF WALL ELEVATIONS 1 3]Y23 Efi o COIORS: SC PROJECT NUMBER:
STRUCTURAL STEEL: oEno�ono = �sasF
ASTM A36 Steel Plate&Angles s�ns �an WTERIOR Wr1LLELEVATIONS i s�zzs e� ..�.*�� o Wa�l sheeting -Ash Gray 37223-001
Fy=36����PSI� Fu=58,000 psi 312t3 1,68 INTERIOR WALL ELEVFTIONS 1 3]229 EB eccr*ec�scxri o Roof sheefing -White
2005 AISC-360 WIND IMPORTANCE FAC ORPI) EXPOSURE e C Doors -Ash Gray
9]223 L4C INrERIORWALLELEVATIONS 1 97223 E9 Ewareassckre 0
INTEflNALPRE55UflECOEFFIGENT(GCpi)=i18 Trim -AshGray
� COLD FORMED STEEI: CAMPONEM&CLADDING OESIGN PRESSURE_(SEE 3]223 Ld0 INTEHIOR WALL ELEVATIONS � 1 31223 HO uuccen�aes a Liner panels -Regal White �
ASTM-A1011 G�ad05S CHARTCC) s�zza �s CnelEmnVUYour i 9�zza En meFernmmw o
57000 psi min:yield strength SEISMIC:SEISMIC SITE CLASS=D 9T223 S1 FLOOH SECTION lAYOUi 2 3Tt23 E12 �wus 0 WEIGHT: -25,000#
PQf 2001 AISI-NAS,2004 AISI-G8f19f8I SEISMIC OESIGN CATEGOflV=D
SPECTMRESPONSEGOEFF.Sds=.467,Sd1=240 3]223 S2 WALLSECTIONELEVATIONS 2 3�223 E13 oeartee*ov 0
WELDS: FORCERESISTINGSYSTEM=LIGHTFflAMEWALLSW/SHEAR 3�223 S3 ROOFFRAMINGPLAN 1 µ�ausva ncnoc 0
PANELS 3)223 S11 RAFfERASSEMBLYDEfNLS o OCCUPANCY/USEGROUP:U
All welds per curre�t AWS welding SEISMIC IMPOFTANCE FACTOR=725
$PCCIfIC3(IOflS. CHARTCC 3)223 SHA RAFTERASSEMBLYDETWlS � a CONSTRUCTIONTYPE:26
LIGHTVJEIGHTSTEELFRAMING cornvoxcrmacwooixeoevcNraessunes a�zza su SIOEWALLSECTIONS o
STANDARD THICKNESS ewamenha � '�"0w �"'.� � 3]233 sis END WFLLSECTIONS o OCCUPANCY CATEGORY:IIi
Gauge MinBaseSteel Design �^m��^°°' .33D -�_� 309 ._�.� �^^ EESTO-F`N STAN�ARDFLOOPWEl00ETRILS i
No. Thickness Thidcness �,� ;;a >95 "; as; '�'; EE-ST6WW STANDAPO WALL WELDDETNLS a PROJECT NOTES: CERTIFICATIONS
in. in. �^��w•�� .y:< -H3 ->:. -3o.s :,: EE-STD-TW STANDMDTRU55 WEID DEfAILS o 1.OATA PLATE AND CERTIPICATION DECAL ARE LOCATED TO �7
11 .1136 .1196 w.o..�,. s„ <;; i;; .s„ a;; THE LEP'f OF THE DOUBLE DOOR ON THE INTERIOR OF /�r
12 .0994 .1046 �'^'°""'^ .'_'.: .'°.' "" °s' '°s � WALLB. °"'.*,�,
14 .0710 ,0747 � �^^•�^� wimn n.� ao 2,THIS BUILDING DOES NOT CONTAIN PLUMBING FAqLITIES. �V �g�"En �
� 16 .0568 .0596 �onos ro eE nPPueo iN nccoaonNce wirr�rHe - �PLUMBING FACILITIES SHALL BE PROVIDED ON SITE „,°;,;,, =
REouiaeMeNis oF iHE Iec 2ooe coDE. SUB,IECT TO THE LOCAI AUTHORITY HAVING
JURISDICTION. ��°1°""�a-n-is
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. PE fWNOATON OE9lY1 5 ME PE�ON9�LILT Gf TIE 011090N5 M WWFS
�i.n10o�io��x°FAc"uio u'ia�wasio�nurs°ar n��i�xc �+ �'-+'-o' FOUNDATION REQUIREMENTS
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37223—F1
CEILING
OUTSIDE AIR FILM =0.17
24GA. MAXIMA ROOF SHEET =0.003 R-38 FBERGLASS INSULATION
R-38 FIBERGLASS =29.00
22GA. LINER PANELS =0.003
INSIDE AIR FILM =0.61 � OUTSIDE AIR FILM
R-VALUE=0.17
' OVERALL R VALUE =29J86 24GA. MAXIMA ROOF SHEET
OVERALL U FACTOR =0.034 0.003
OUTSIDE AIR FILM
22GA. LWER PANELS R-VALUE=0.17
R-VALUE=0.003
INSIDE AIR FlLM
WALL R-VALUE=0.61
(NEAT GAPAqTY = 8 BN/F) R-21 FIBERGLASS INSULATION
22GA. LINER PANELS
OUTSIDE AIR FILM =0.17 R-VALUE=0.003
24GA. MULTI-RIB SHEET =0.003 WEATHER BARRIER
R-21 fIBERGLASS =16J0
22GA. LINER PANELS =0.003 INSIDE AIR FfLM
INSIDE AIR F�LM =0.61 R-VALUE=0.61 24GA. MULTI-RIB SHEETING
R-VALUE=0.003
OVERALL R VALUE =17.483 CONTINUOUS INSULATION BARRIER
OVERALL U FACTOR =0.057 R-VALUE=9.3
CONTINUOUS INSULATION BARRIER R-VALUE= 9.3 �
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ICI�BERLEY DRISCOLL
�fAYOR Tt[o�us ST.P�e
DIRECTOR OF PL'HUC PROPER'IY�BCQ.DCvG CO�L�IISSIONER
NEW COIVSTRUCTION X
CERTIFICATE OF OCCUPANCY
LOCATION: 57 Canal St . Salem � DATE 4-1-2015
APPLICANT: �'y��`a� -�7�'%�
ASSFSSORS �(
� DATE: / / I�
(93 Wuhington Street)
C1TY CLERK �j�/
CHERYL LAPOINTE � DATE:�"'l���
(93 Washington Street)
� PUBLICESERVICES
'i�' BRUCE TH[BODEAU Dp'['g;
(120 W ashington Street)4'"Ftoor
� WATER ` \
�,� DOTTIE THIBODEAU DATE:
(120 Washingron Street)4'�Floor '
� CROSS CONNECT SUPERVISOR
BRIAN TffiBODEAU DATE:
(5 Jefferson Avenue)
PLANIVING
�/�. VALERIE GINGRICH DATE:
(120 Washington Saeet)3rd F7oor 'I
CONSERVATION COMMISSION �
, �. FRAYKTAORMINA DATE:
(1?0 Washington Sveet)3`d F1oor
ELECTRICAL Not Applicable
JOHN GIARDI DATE:
(48 Ir•fayctte SVeet)
FIRE PREVENT QN
ERIN GR[FFIN � —�� DATE:� � ��
(29 Fort Avenue)
HEALTH
�/�--JOANNE SCOTT pp7�;
(l20 Washington Streeq 4i°Floor�
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BUILD[NG �����`��/ - �,/� �
THOMAS ST.PIERRE i 7 DATE: ,�[_l�/
(120 W ashington Sveet)3`d Floor