116 NORTH ST - BPA-16-418 r , i
The Commonwealth ctWfi6O�Ml ut
W
Department of Public.Safety
Massachusetts State Building V( P
Building Permit Application for any Building otherYtiart s One-r Two-Family Dwelling
.(This Section For Official Use Only)
Building Permit Number. Date Applied: Building Official:
rE:dition
TION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available)
y 7ytreet City/Town Zip Code Name of Budding(if applicable)
SECTION 2 PROPOSED WORK
MA State Code used_ If New Construction check here❑or check all that apply In the two rows bA/ �,
` _1_ Existing Building Me- Repair Alteration ❑ Addition ClDemolition ❑ (Please fill uut and submit Appendix
Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: �/`R.trb
Are building plans and/or construction documents being supplied as part of this permit application? Yes ❑ No Bf
Is an Independent Structural Engineering Peer Review required? Yes UK No ❑
Brief Description of Prog�sed Wg1k: Re LUtO v 2 � 4 NG (
Gi hrJl rcb'� ,< (cX ,,— ;+-ln S aw. 2 ,-S k c
SECTION 3.COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR
CHANGE IN USE OR OCCUPANCY
Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) O
Existing Use Group(s): Proposed Use Group(s).
SECTION 4,BUILDING HEIGHT AND AREA
Existing Proposed
No.of Floors/Stories(include basement levels)&Area Per Floor.(sq. ft.)
Total Area(sq.ft.)and Total Height(ft.)
SECTION 5:USE GROUP(Check as a Iicable)
A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A4❑ A-5❑ B. Business ❑ E: Educational ❑
F: Facto F-I❑ F2❑ Fit.—High Huard H-1❑. H-2❑ H-3 Cl H4❑ H-5❑
1: Institutional 1-1❑. 1-2❑ 1-3❑ 14 Cl M: Mercantile❑ R. Residential R-10 R-2❑ R 3❑ R4❑
S: Storage SI ❑ S-2❑ U. Utility❑ Special Use❑and please describe beluw:
Special Use:
SECTION 6e CONSTRUCTION TYPE(Check as a Iicable)
IA ❑ IB ❑ IIA ❑ 11813 HfA ❑ IIIB ❑ IV ❑ 1 VA ❑ VB ❑
SECTION 7.SITE INFORMATION(refer to 780 CMR 111.0 for details on each item)
Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal:
Public❑ Check if outside Flood Zone❑ Indicate municipal❑ A trench will not be Licetsed Disposal Site❑
required❑or trench or specify:
Private❑ or indentify Zone: or on site system❑ permit is enclosed❑
Railroad right-of-way: Hazards to Air Navigation: M!4 t lictoriy C.munissim I:�:�i�a..I'r�xts:
Not Applic I Is Structure within airport approach area? Is their review completed?
or Consent to Build enclosed❑ 1 Yes❑ or No❑ 1 Yes❑ No ❑
SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY
Edition of Code: Use Grnup(s): Type of Construction:. Occupant Load per Floor
Does the building contain an Sprinkler Systenn?: Special Stipulations:
ry)14% % rJ 5 Ip 10CANT
r _
SECTION 9., PROPERTY OWNER AUTHORIZATION
Name and Address of Property Owner n '
S¢eve /'dl�'Gnearu r 12 y( y�tf e S y Sc (en l 01971�
Name(Print) No.and Street City/Town Zip
Property Owner Contact Information:,:.,
Title J 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 property owner's behalf,in all matters relative to work authorized by this budding permit application.
SECTION 10.CONSTRUCTION CONTROL(Please fill out Appendix 2)
If building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0 and skip Section 10.1
10.1 Registered Professional Responsible for Construction Control
Name(Registrant) Telephone No. e-mail address Registration Number
Street Address City/Town State Zip Discipline Expiration Date
10.2 General Contractor
Rd70 � dS
Company Name S 0 ��
Name of Person Res p nstble for Cons ction License No. and Type if Applicable
j0 !fie���w�, 70
Street Address City/Town State Zip
� 337 ypo , " niz,�,,,ky �Gar.lccdt Telephone No. business telephone No. cell e-mail address
SECTION 11: DOAIPENSA'FION INSUR:NIC1:APF'IDAVUI' M.G.L.c.152.§25C 6
A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and
submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit.
Is a signed Affidavit submitted with this application? - Yes 0 No 0
SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE
Item Estimated Costs:(Labor orrJ
and Materials) Total Construction Cost(from Item 6)_$ l
I. Building 3 6 a Building Permit Fee-Total Construction Cost x—(Insert here
2.Electrical $ appropriate municipal factor)=$
3.Plumbing $
Note:Minimum fee=$ (contact mums i ly)
d.Mechanical (HVAC) $
AZ
S.Mechanical Other $ Enclose check a able to %U
P'Y
6.Total Cost 3 % O-o-p (contact municipality)and write check number here
SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT
By entering any name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this
application is true and accurate to the best of my knowledge and
l/understanding.
/l.�lLe/4od/1 lJua(deI— f7kr-337- Yoe? r1'Z7-
Ple:ue print and �'ggname / Title �TVIephone No. Date
O
Street Address City/Town State Zip
,
Municipal Inspector to fill out this section upon application approvab
Name Date
Mass Building Regulnent of
Board Public Safe
1 Z_„ Massachusetts
'License: egPlations an Stands
Cons tru CS-065033 - - ros'':.
ction Supervisor
H O ICK C NIKOLOPpU ,1 1\` 1,F%-
BELLEAU RO,gpLO S`. y
. . SALEM MA 01970
q
CCo nmissiOn/er` Expiration:
07/27/2017
1.JO ENGINEERING, LLCo
PO BOX 685, E55EX, MA 01g2q
PHONE: q'18-5q0-1100, FAX: q 18-251-OOgb
MEMORANDUM
Date: May 7, 2016
OF MgSS9c
To: Nick Nikolopoulos, Building Superintendent o? LISAJ. so
S&H Realty Trust o o'DCNNELL
STRUCTURAL f„
No.39117
From: Lisa J. O'Donnell, PE Q9o�9FQ�sTEP��,lkkoe
FSSIONAL
Subject: 116 North Street, Salem, MA
Repair of Building Parapet Lasavj 01b&tUtea
Re: Review and Recommendations for Repair Work
This memo is intended to review the scope of work for the repair of the brick and
concrete parapet on the one-story building at the above referenced address. You and I
visited the site on March 31, 2016 to review the existing'condition and the proposed
methods of repair. Below I review steps of the work and recommendations for the
reconstructed parapet.
The work plan you outlined to me included the erection of staging along the building
front to allow masons direct access to the work area and to provide protection for the
area below the staging, so that the tenant businesses are not impacted while the work
progresses.
This staging should be tight to the facade so that material cannot fall between it and the
building, to the areas below. In addition, the outside perimeter should have protective
barrier as well, such as demo fabric fencing or similar material, again, to protect against
small, falling debris. Clearly any signage on the front of the building will need to be
temporarily removed to accommodate the work. The work may be done in stages along
the storefronts, as long as the existing parapet is temporarily braced to the staging
where the limits of the work area end.
When the staging is in place and secured, the masons are to dismantle the existing
parapet, including the brick and concrete blocks, down to the level of the tops of the
storefront openings, along with a few blocks between these openings, where they have
been pulled out of plumb (as at the paint store sign). The roofing behind the parapet is
to be carefully detached from the back as the dismantling progresses and allows, and
rolled back and secured for replacement at the end of the work.
Once the existing bricks and blocks have been removed to a point where the existing
components remain well attached and plumb, the replacement and reconstruction work
L
f
Masonry Parapet Repairs at 116 North Street, Salem, MA
Provided to S&H Realty Trust, Salem, MA
May 7,2016
Page 2 of 2
can begin. As the parapet is rebuilt, by reassembling the blocks and bricks removed,
my recommendation is that brick ties, of sufficient length, are used to tie the masonry
parapet back to the face of the building and to the roof sheathing. The sheathing will
have been exposed when the rubber roofing is rolled back, so it should be
straightforward for ties to be secured to this surface. These will help restrain the
masonry back to the roof structure, for additional support. Special attention should be
paid to those areas where the tenant businesses will rehang signs, so that extra ties are
included in these areas, to help offset the loads from the attached signs.
Additionally, I recommend that, once the masonry parapet has been completely
dismantled, the existing building and any structure behind this area be inspected to
ensure that it is in good condition and serviceable. I believe that you can complete this
inspection, however, I am available to review it also, should you have any questions or
concerns.
Once the parapet has been rebuilt, the rubber roofing should be reattached to the back,
to restore the roof. In addition, I recommend that a sealer be used on the masonry, to
help ensure its serviceability, considering that the concrete blocks to be reused are
made of older concrete.
When the above steps and my few recommendations are followed, the reconstructed
parapet should be safe and stable for many years to come. Should you or anyone else
involved with the work have additional questions or concerns, please contact me at
once, so that the work can proceed and this essential repair completed.
LJO ENGINEERING, LLG
PO BOX 585, E55EX, MA 01g29 - PHONE q-IS-890--I100 - FAX 9-18-251-0098