224 CANAL STREET - BUILDING JACKET �. 229 CANAL STREET
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DECISION ON THE PETITION OF_DONNA_R. MATCZAK FOR A
r2NAL STRE
SPECIAL PERMIT AT4 CAET ,,(R-2)
A hearing on this petition was held September 11 , 1991 with the following Board
Members present: Richard Bencal, Chairman; Joseph Correnti, Richard Febonio,
Edward Luzinski, Mary Jane Stirgwolt. Notice of the hearing was sent to abutters
and others and notices of the hearing were properly published in-the Salem Evening
News in accordance with Massachusetts General Laws Chapter 40A.
Petitioner, owner of the property, is requesting a Special Permit to allow
construction of a second story to this single family dwelling which is located
in an R-2 zone.
The provision of the Salem Zoning Ordinance which is applicable to this request
for a Special Permit is Section 5-3(j ) , which provides as follows:
Notwithstanding anything to the contrary appearing in this Ordinance, the Board
of Appeal may, in accordance with the procedure and conditions set forth in
Section 8-6 and 9-4, grant Special Permits for alterations and reconstruction of
nonconfdrming structures, and for changes, enlargement, extension or expansion
of nonconforming lots, land, structures, and uses, provided, however, that such
change, extension, enlargement or expansion shall not be substantially more
detrimental than the existing.nonconforming use to the neighborhood.
In more general terms, this Board is, when reviewing Special Permit requests,
guided by the rule that a Special Permit request may granted upon a finding
by the Board that the grant of the Special Permit will promote the public health,
safety, convenience and welfare of the City's inhabitants.
The Board of Appeal, after careful consideration of the evidence presented at the
hearing, and after viewing the plans, makes the following findings of fact:
1 . The petitioner and her family have been residents of this address for many
years and wish to remain in this home.
2. All abutters of the premises were notified by mail of this petition
before the Board.
3. The house is presently four rooms on one floor and the petitioner wants
to add bedrooms and a bath to the second level.
4. The petitioners premises is the only one family home in the immediate
neighborhood. All other homes are multi-dwelling units.
5. The petitioner is in fact improving her property and thus the value of
her neighbor's property with this proposea addition, which proposal will
cost approximately $65,000.
6. That petitioner has licensed contractors to do the work and that there is
no neighborhood opposition.
t
DECISION ON THE PETITION OF DONNA R. MATCZAK FOR A
SPECIAL PERMIT AT 224 CANAL STREET, SALEM
page two
On the basis of the above findings of fact, and on the evidence presented, the
Board of Appeal concludes as follows:
1 . The proposed changes will not be substantially more detrimental than the
existing nonconforming use and can be granted in harmony with the Zoning
Ordinance and without derogating from its intent or the public good.
Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to allow the
Special Permit requested, subject to the following conditions:
1 . Petitioner shall comply with all city and state statutes, ordinances, codes
and regulations.
2. That the proposed construction be per the plans and dimensions submitted.
3. That all exterior finishes be compatible with the existing structure.
4. That a legal building permit be obtained.
5. That a Certificate of Occupancy be obtained.
6. That all requirements of the Salem Fire Department relative to smoke and
fire safety be strictly adhered to.
Special Permit Granted
September 11 , 1991
4949 oseph C. Correnti, Secretary, Board of Appeal
A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK
�T' J Appeal from this decision,H any,shall be made pursuant to section 17 O!
the Iwlass.General Laws, Chapter 808, and shall be filed within 20 days
.s after the date of filing of this decision In the office of the City Clerk.
Pursucnt'o l,A.+-s. General Laws,Chapter 808,section 11, the Variance
n
or 9peciai Permit rranted herein shall not take effect until a copy of the
ys have
decision, to-rtn' th ahas
certification
filed, or that, if suchof the city Clerk aappeal an
alhnsbeen
elapsed and no appeal
v _
filed,that i+ has been dismisses or denied Is recorded in the South Essex
ds and indexed under the name or the owner of record or
Registry ii Dee
utu Is recorded and noted on the owner's Certificate of Title.
aiv z
BOARD OF APPFJ1l: _
PUBLIC PROPERTY
DEPARTMENT
KIM100 4Y ORMCOM
MAYM 130 WwuNGtM SMELT• M J MA0ACH Sk-1-s 01970
741.MUSAS"•PAZ;M7404W
APPLICATION FOR THE REPAIR. RENOVATION CONSTRUCTION
DEMOLITION, OR CHANGE OF USE OR OCCUPANCY FOR ANY EXISTING
STRUCTURE OR BUILDING
1.0 SITE INFORMATION
location Name: Building:
Property
0aL4 CANAL— s�
Properly is kxx W in a:Conservation Area YM Historic District YIN
2.0 OWNERSHIP INFORMATION
2.t Owner ofLand "DON NA R._MATC—z K
Name:
Address: der 4 C A rJ ,�L 1
Telephone: C q 7 7 4 S- - 0 ( � 5
3.0 COMPLETE THIS SECTION FOR WORK IN MU811W BUILDINGS ONLY
Addition oNew
Renovation Number of Stories
Change in Use o2
Demolition
Approximate year of Area per floor (at)
construction or renovation
of existing building (�
Bdet Description of Proposed Work:
n+' '\5 � R<!�p(ac , nJ-' SJ I ,)
— - -- Mail Permit to: - - - --
What is the current use of the Building?
Material of Building? it dwelling.how many units?
will the Building Conform to Law? Asbestos?
Architect's Name
Address and Phone ( )
Mechanic's Name
Address and Phone
Constriction Supervisors License 0 HIC Registration#
Estimated Cost of?roles O Permit Fee Calculation
Permit Fes i Estimated Cost X$7/51000 Residential
Estimated Cost X$41/51000 Commerclal------.__--
An Additional $5.00 is added as an
Administrable charge.
Make sure that all fields are property and legibly written to avoid delays in processing.
The undersigned does hereby apply for a Building Permit to build to the above stated
�-
specifications. Signed under penalty of perjury —
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The Commonwealth of Massachusetts TFt'nVE13
' Board of Building Regulations and Standardsl;,l;PECTIbNAL ER,4 OF
Massachusetts State Building Code, 780 CMR SALEM
Building Permit Application To Construct, Repair, Renovate o �pprAASR3 etisttYar 2011
One- or Two-Family Dwelling
This Section For Offic I Use Only
Building Permit Number: Date/Applied:
I Building Official(Print Name) Signature
SECTION 1: SITE INFORMATION
1.1 Pro eI/ty A�lddre/ss�: / 1.2 Assessors Map& Parcel Numbers
20
L la Is this an accepted street?yes no Map Number Parcel Nurhber
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?Check if yes❑ Municipal❑ On site disposal system ❑
SECTION 2: PROPERTY OWNERSHIP'
2-bo°nna R� atczak Salem MA 01970
Name(Print) Ci ,State,ZIP
224 Canal st 9783376826 D.matczak0614@comcast.net
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply)
New Construction)g Existing Building❑ Owner-Occupied ❑ 1 Repairs(s) ❑ Alteration(s) ❑ 1 Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units I Other ❑ Specify:
Brief Descri tion of Pr osed Work':
'Q
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials)
I.,P, Q (D Building $ .4 J 1. Building Permit Fee: $ Indicate how fee is determined:
❑ Standard City/Town Application Fee
2. Electrical $ I C✓�� a ❑ Total Project Cost' (Item 6)x multiplier x
3. Plumbing $ 2. Other Fees: $ �) ���
4. Mechanical (HVAC) $ List: �L3/
5. Mechanical (Fire $
Suppression) Total All Fees: $
6. Total Project Cost: $ 7(42-1 - Check No. Check Amount: Cash Amount:
0 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) C S_ I OQ 0 r W nA I 1O Q
y. �j r un-Q , License Number v Expiration bate
Narh6 of CSL Holder
I+ 1 n n ry I n �� List CSL Type(see below)
No.and Street 1 Type Description
N .Read .i n M o U Unrestricted(Buildings up to 35,000 cu.ft.
Restricted 1&2 Family
City/Town,State,ZIP M Masonry Dwelling
RC Roofing Covering
` WS Window and Siding
SF Solid Fuel Burning Appliances
I Insulation
Telephone Email address D I Demolition
5.2 Registered Home Im rovement Contractor(HIC) ( s I I(,�
Vlvlr-w �,Ol1F D-2V210PP, jlc X
C Registration Number Expiration Date
HIC company Name or HIC Registrant Narpe W n �U lfi So
110 a,,Jd Street C' O 'J V �A � ' t^ � —. 7--Q �ddrhs N
1 �( V tU Emailaddr ss� �r"1
City/Town, State,ZIP Telephone
SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 25C(6))
Workers Compensation Insurance affidavit 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.
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 Vivint Solar
to act on my behalf,in all matters relative to work authorized by this building permit application.
Donna R Matczak 1/26/16
Print Owner's Name(Electronic Signature) Date
SECTION 7b: OWNEW 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 application is true and accurate to the best of my knowledge and understanding.
Yea 1) aw b
Print Owner's or uthorized Agent�(Electronic Signature) Date
NOTES:
I. 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. og v/oca Information on the Construction Supervisor License can be found at www.mass.gov/d s
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"
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DC Max Input Current 12.5A
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" _]7 o V on e solar 3301 North Thanksgiving Way, Suite 500
Structural Group Lehi, UT 84043
P: (801) 234-7050
Scott E. Wyssling, PE
Senior Manager of Engineering scott.wyssling@vivintsolai com
January 15, 2016
Mr. Dan Rock, Project Manager
Vivint Solar
3301 North Thanksgiving Way, Suite 500
Lehi, UT 84043
Re: Structural Engineering Services
Piccirillo Residence
488 Howellton Rd, Orange CT
S-4782540
5.72 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 2x6 dimensional lumber at 16" on center.
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 Hem-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 MSI 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 25 degree roof
slopes on the dwelling areas. Snow load is 30 PSF for Exposure B, Zone 1 per(ASCE/SEI 7-10).
2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the
dwelling.
vuvont. solar
01
Page 2 of 2
B. Loading Criteria
10 PSF = Dead Load (roofing/framing) 30 PSF = Live Load (non reducable)
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. 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 "Mounting System Inc.
Installation Manual", which can be found on the Mounting System Inc. website (usa.mounting-
systems.info/en/solar-mounting-systems-company). 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 '/;• thick and mounted 4 ''/2" 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 235 Ibs/inch of penetration as identified in the Nation
Design Standards (NDS) of timber construction specifications for Hem-Fir (North Lumber)
assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 ''/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 fourth 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 four (4)
spaces or 64" 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 current industry
standards and practices 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.
� GONNf
V truly yours,
90••.LICEN '•6�p`
Scott E. Wyssling, P °�SSiI°,,,II
CT License No. 3 3
vivin . solar