81 BRIDGE STREET - ZBA 81 Bridge St. B_1
Dave Frank -
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DECISION ON THE PETITION OF DAVID L. FRANK FOR A SPECIAL
PERMIT AT 81 BRIDGE ST. (B-1 )
A hearing on this petition was held August 22, 1990 with the following Board
Members present: Richard Bencal , Chairman; Edward Luzinski , Joseph Correnti ,
Richard Febonio and 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 extend non-
conforming side setback requirements to allow construction of an addition in
this B-1 district.
The provision of the Salem Zoning Ordinance which is applicable to this request
for a Special Permit is Section V B 10, 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 VIII F and IX D, grant Special Permits for alterations and reconstruction
of nonconforming 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 be 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 owner has conducted his business on the site for eight (8) years.
2. A petition supporting the petition, signed by fourteen (14) persons was
presented by the owner.
3. Affidavits by two (2) abutters were presented stating that the previously
existing enclosed deck occupied the same locations onthe site as the
proposed construction.
4. No opposition to the petition was expressed.
5. Use of the proposed structure would be for the sole purpose of warehousing
parts and supplies for the owner's business.
6. The proposed construction would not significantly increase business
traffic on the site.
1
DECISION ON THE PETITION OF DAVID L. FRANK FOR A SPECIAL
PERMIT AT 81 BRIDGE SY. , SALEM
On the basis of the above findings of fact, and on the evidence presented, the
Board of Appeal concludes as follows :
1 . The proposed construction will not be substantially more detrimental to
the neighborhood than the existing nonconforming structure 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 grant the
Special Permit requested, subject to the following conditions :
1 . All requirements of the City of Salem Fire Department relative to smoke
and fire safety are to be strictly adhered to.
2. All construction be as per all existing City and State Building Codes.
3. All construction be in strict accordance with the plans and dimensions
submitted.
4. Exterior finishes of the proposed addition be in harmony with the
existing structure.
5. The proposed addition is to be used for warehousing only and no
servicing of motorcycles be done on site.
SPECIAL PERMIT GRANTED
August 22, 1990
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ll.�G/�fT/yLP !.2-C1-1t�L�
Mary e StirgwoIt ember, Board of Appeal
A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK
Apnea) from this decision, if any, shall be m
ade the td]ccs. General Laws, Chapter€m and shall bepursuant
fi ed within e20 days ction 17 of
yy
it a,t_r tl;e data ct 1';19 of this decision in the office of the Cil Clerk,
"i to Mass. Gannrel Laws, ch-.nter SO% Section 11, the Variance
.i or 8 ecial Permit granted herein shna not talcc effect until a co
tr `" decision, be.,rnq the certification of ti:e City Clerk that 20 days h VeY of the
elapsed and no appeal has been filed, or that, if such appeal has been
filed, that it has been dismissed or denied is recorded In the South Essex
Registry of Deeds and indexed under the name or the owner of record of
is recorded and noted on the owner's certificate of Title.
u�i — BOARD OF APPEAL
DAVE FRANK ' S MOTORCYCLE SALES
81 Bride Street
Salem Massaclzusett s 01970
508-744-0125
PET T T T ON OF APPROVAL =
TlzC-- ba low signed rneighbors have
r-I objection to my current NON—
Conforming addition at a -1-
Respectfully
1 Respectfully submitted: David L. Frank, owner
NAME: ADDRESS: /
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SERV=NG THE MOTORCYCL T NG PUBL T C
E Tp RT T S'Fa'R 1 g
To Whom it may Concern:
I am an abutter of Dave Frank's Motorcycle Sales, 81 Bridge Street,
Salem. This letter is witness to the fact that Dave Frank's building had an
existing structure, being a large closed in deck and stairs, on the site of his
present addition.
h�
Patrick Ryan
83 Bridge Street
Salem, Massachusetts 01970
Commonwealth of MASSACHUSETTS
County of � 5,S-6(
Appeared before me, Patrick Ryan, this the of
J '' k (Day)
�c6
.
(M th)th)
(SEAL)
NOTARY PUBLIC
My Commission Expires
MY COh1W,551ON E:PIR25 JAN.14. 1587
To Whom it may Concern:
I am an abutter of Dave Frank's Motorcycle Sales, 81 Bridge Street,
Salem. This letter is witness to the fact that Dave Frank's building had an
existing structure, being a large closed in deck and stairs, on the site of his
present addition.
a Young
79 gridge Street///
Salem, Massachusetts 01970
Commonwealth of MASSACHUSETTS
County of -'SS6£X
Appeared before me, Raymond Young, this the of
I)K 1- 1990. (Day)
(Month)
(SEAL)
N6TAWPIBLIC
My Commission Expires Mau 31 /®9le
Plot Plan of Land in Salem, Mass. ,
Date : 11/27/89
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TCDL. 10.0 PSF INCREASE. 1.00 (LBS)- .BRG(IN) 20 GA. PTX PLATES 154 PSI GRS (MAX)
BOLL. 0.0 PSF DEPTH . 2-00-00 J 2. -1768 3.50 16 GA. PTH PLATES 124 PSI. GRS (MAX)
BCDL. 10.0 PSF CONFORMS TO PCT-80 J14. -1768 3.50
HYDRO-AIR ENGINEERING INC
MONROE
REPETITIVE INCR
----- TOP CHORD - CSR= 0.992----- --- BOTTOM CHORD - CSR= 0.919--- ------- WEBS - CSR= 0.394-------
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1. PROVIDE A COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION CONTRACTOR PRIOR TO
FABRICATION.
2. PLATING CONFORMS TO SPI RULES. ALL PLATES ARE PTE PLATES WITH SLOT DIRECTIONS PARALLEL TO THE CHORD UNLESS
OTHERWISE INDICATED ON THE PLOT.
3. THIS TRUSS DESIGNED IN ACCORDANCE WITH PCT-CII INTERIM DESIGN METHODOLOGY FOR 4X2 TRUSSES. -
4. RECOMMEND 2X6 STRONGBACXS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EACH TRUSS WITH 3-10D NAILS.
STRONGBACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS.
S. FOLLOWING CHORDS ARE DOUBLED: C 2, C13 -
6. FOLLOWING WEBS ARE DOUBLED: W 1, W 4, WI5, W18
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Box 347,Alfred Road Bmi less Park,Biddeford,ME 04005
Tel:207-282-7556 ME Wats:800-482-0716 Out-Of-State:800-341-9612 MONRI729-1.
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