254 CANAL STREET - ZBA (2) _ 254k CANAL STREET -`
illl GARDNER MATTRESS, INC JI
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�nurD of �upeal MAY 2! 616 Pr, '58
C1 0f :.i_;-r. MA35
DECISION OF THE PETITION OF GARNDER MATTRESS, INC.REQUESTING A
VARIANCE FOR THE PROPERTY LOCATED AT 254 CANAL STREET (I)
A hearing on this petition was held May 20, 1998 with the following Board
members present: Nina Cohen, Paul Valaskagis, Michael Ward, Ronald Harrison
and Stephen Buczko. 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 Charter 40A.
Petitioner reo_uests a variances on rear setback to allow new enclosure of a
I
oading dock for the property located at 254 Canal Street.
The Variance which has been requested may be granted upon a finding of this
Board that :
1 . Special conditions and circumstances exist which especially affect the
I
and, building or structure involved and which are not generally affecting
othar land, buildings, or structures in the same district .
2 . Literal enforcement of the provisions of the Zoning Ordinance would
_nvolve substantial hardship, financial or otherwise, to the petitioner.
3 . Desirable relief may be granted without substantial detriment to the
public good and without nullifying or substantially derogation from the
intent of the district or the purpose of the Ordinance.
-he Board of Appeal , after careful considerations the evidence presented at
the hearing, makes the following findings of fact:
1 . The petitioner was represented by John R. Kielty, Esq.
2. A plan for the enclosed loading dock, which is to join the older,
established Gardner Plattress Co. building with a newly constructed
building, was presented.
3 . it was noted that a prior variance dated October 25. 1996, allowed
for a 6 foot rear setback for the new building.
The 3 foot rear setback that is requested by the petitioner would
jut into an unused railroad spur which is currently being prepared
as part of the city's new bike path.
5 . There was no opposition to the petition.
n the basis of the above findings of fact, and on the evidence presented
at the hearings, the Board of Appeal concludes as follows:
1 . Special conditions exist which especially affect the subject property
and not the district in general .
Literal enforcement of the provisions of the Zoning Ordinance would
involve substation hardship to the petitioner.
DECISION ON THE PETITION OF GARNDER MATTRESS, INC REQUESTING A VARIANCE
FOR THE PROPERTY LOCATED AT 254 CANAL STREET (I)
page two
3 . Desirable relief can be granted without substantial detriment to
public good and without nullifying and substantially derogating from
the intent of the district or purpose of the Ordinance.
On the basis of the above findings of fact, and on the evidence presented
at the hearing, the Zoning Board of Appeal voted unanimously, 5-0 to grant
the variance requested, subject to the following conditions:
1 . Petitioner shall comply with all city and state statures, ordinances,
codes and regulations.
2 . All construction shall be done as per the plans and dimensions
submitted.
3 . All requirements of the Salem Fire Department relative to smoke and
safety shall be strictly adhered to.
=. Certificate of Occupancy is to be obtained.
5. Petitioner shall obtain a building permit prior to beginning any
construction.
b . Exterior finishes of the new construction shall be in harmony with the
existing structure.
. ;. Certificate of Inspection is to be obtained.
S . Petitioner is to obtain approval from any City Board of Commission
having jurisdiction including, but not limited to, the Planning Board
and Historic Commission.
3r:ance Granted ('SUS
?:av 20 . 1998 G �C/✓�Gn���
Ronald Harrison, Member
Board of Appeal
COPS OF THIS DECISION HAS BEEN FILED WITH THE PLAN11ING BOARD AND THE CITY
CLERK
Appeal from this decision, if any, shall be made pursuant to Section 17 of
the Massachusetts General Laws Chapter 40A, and shall be filed within 20
days after the date of filing of this decision in the office of the City
Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11, the
Variance or Special Permit granted herein shall not take effect until a
copy of the decision bearing the certification of the City Clerk that 20
days have 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 of the owner of record
or is recorded and noted on the owner's Certificate of Title.
Board of Appeal
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GENERAL NOTES
I. ALL WORK TO BE IN ACCORDANCE WITH THE STATE OF MASSACHUSETTS BUILDING CODE,
S r,A. Lam= yd ' II �^ NATIONAL ELECTRIC CODE, STATE PLUMBING CODE, AND ALL OTHER LOCAL CODES AND
ORDINANCES.
2. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE COMMENCING WITH THE WORK.
COMMENCING WITH R61-AogS EX(-';TIr LI Loo&q�e To(p)tI Il• Tor y �f, THE EXISTING CONDITIONS.IRIOUS PORTIONS OF THE WORK WILL SIGNIFY HIS ACCEPTANCE OF \
5t„Lf3 INS i�-i New G" �ct„f. Si.l�6 :r.pi T \"vT%t
# 17 NSW G LvrJLwE r� Sly 13
WITI+ lex(o W2.9x W2•°7 1��lNM IVy 1'lzot�l • " W"/D{Z�Ul.1 L � 3. ANY DAMAGE THAT OCCURS TO THE EXISTING BUILDINGS, PROPERTY, OR ADJACENT PROPERTIES
WIZµ X WZ•zJ W W BY THE CONTRACTOR OR HIS SUBS SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN
To 717 Icy r(L'C'm TOP, 4U &-IJ \J I-(I-1- EXPENSE TO THE SATISFACTION OF THE OWNER.
b• GtzVSn EXIST. `iLH� Iti M [t.L 131.n1 v V
�iTOt^i� PIT L-4 PI j LN �/ � �T Tb oV 4. THE CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST ALL DEFECTS FOR A PERIOD OF 12
MONTHS FROM THE DATE OF ACCEPTANCE BY THE OWNER.
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2- Ik Ls 2 ' 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN AND PAY ALL FEES FOR PERMITS AND 1 (n
APPROVALS IN CONNECTION WITH THE WORK. THE PERMITS SHALL BE POSTED AT THE SITE.
�3'6r.—III( IIII=Ili==C .— z / �> �1L ( (�J
4p t�G v - v _ 4 e 4ry n �- N WELL y w o U - 6. THE CONTRACTOR SHALL CARRY LIABILITY INSURANCE OF $1,000,000.00 PER OCCURRENCE AND
is X t�T- gill I I = I I I:XI1 �7. ,� 5T/ �(s ^L L, PER PERSON TO PROTECT THE OWNER AGAINST CLAIMS WHICH MAY ARISE OUT OF OR RESULT (�
SjLGGchi'77 (OMrb(�T�b �iXl ST• IITI FROM THE CONTRACTORS OPERATIONS. lY V^1
/ 13LOG�S — C'- M VA
f3LvGi�s ' s .� �►�t.� =�11I
Ik4'� Za o G Irj j J4 �•" 7j�L / = fj WL� (` y 11 7. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST AISC STANDARDS USING A36
ST�GIs �D / `O _ �CIST STEEL, 3/4" DIAMETER A325 BOLTS & E70XX ELECTRODES FOR WELDS BY A CERTIFIED WELDER. r
5T)-Irl� b ^u �' /I�I I I I�� / 1 APPLY ONE SHOP COAT TWO MIL. MINIMUM DRY THICKNESS PAINT, TNEMEC 1009 GRAY PRIMER OR
" - I EQUAL. TOUCH UP ALL BARE AREAS INCLUDING BOLTS, NUTS, AND WELDS AFTER ERECTION.
ALL STEEL BEAMS AND COLUMNS SHALL BEAR DIRECTLY ON STEEL OR MASONRY.
IT _ —1til
s . 8. NEW METAL BUILDING SHALL BE SUPPLIED BY SPACE BUILDINGS, TAUNTON, MA AND INSTALLED IN
Nam`/
�4 e 24 - L �II W •^ — I((— I I I _ I / I I I I/ " STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, SEE ATTACHED DRAWINGS
Z �jT\/�FO/�P� FOR NOTES AND DETAILS.
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= 2- � �3 --- t'a 1�= f�XIZTIQ,(T FILL =I11t s 9. ALL CONCRETE WORK SHALL REST ON SOLID BEARING (MINIMUM CAPACITY = 1 T/SF). WHERE
O -_Off, Z- - RESTING ON FILL, SUCH FILL'S MATERIAL AND COMPACTION METHOD SHALL BE AS APPROVED IN a2- 4e " : ;(f I� }lEk/ W�� WRITING
PROCEEDING I WITH THE TWORK.GINEER IF LESSER CAPACITY MATERIAL IS ENCOUNTERED �q \(�
Jill— ATESTACI STANDARDS
GbMlph L 1 �� =I i I I 10. ALL CONCRETE WORK SHALL CONFORM TO THE L . CONCRETE SHALL HAVE
ldr4ouL'L.(t ILL _ I A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. REBARS SHALL CONFORM TO
#¢s` 24! p/G _� I I I I I • 3 LLE/>7Z, (ZI—}—�„ #4S` ��dl• �!G -v' ASTM 615 & 305, fa 24,000 PSI. WELDED WIRE MESH SHALL CONFORM TO ASTM 185. SLABS SHALL
II I-D fI I-v TYPI L[ L TYPI GtiL J 11-0 2-0 HAVE A STEEL TROWEL FINISH.
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ANCHOR BOLT PLAN
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I ON @ LINE' LEVATION ' @ LINE 1
w ELEVATI
, . ROOF. -FRAMING PLAN
NOTES:
d " 1. TYPE: CONSTANT'DEPTH BEAM
i, - - ,• 2. BLDG SIZE: 23'-2"W X 29'-2"L W/ A 24'H `
1 SLI OPE
3. ROOF PITCH: 1: 12
PRESSIREAK ANGLE
n OR WALL PANEL 4. LOADS: 30 PSF SNOW LOAD, 21 PSF WIND LOAD, 5 PSF COLLATERAL LOAD
I
SET-10 5: ROOF. 26 GA. SPACE-MET (GALVALUME) FY MIN.=80,000 PS(
;•" `10" DEEP
t, GIRT -�- -�` 6. WALLS: 26 GA.SPACE-MET (RED) 'FY MIN.=50,000 PSI
a _ _ TRIM (WHITE)
10 DEEP -
. : -------•�--------- / I COLUMN
o � 7 26 GA
I
8. END FRAMES: POST AND BEAM.
>• r '
9. -
� INSULATION: 4, IN WALLS.CKED FIBERGLASS INSULATION IN ROOF `
GIRT ICT-10 0
CORNER COLUMN I 1'-6" rl 10. FRAMED OPENINGS: (2) 8' X 8' O.H.D.F.O.
- , r
EXIST DOCK 11. DOORS: (1) 3076 STEEL PASS DOORS WITH STD HARDWARE.
L-�— - j ,.I _ 12 1'-6" OVERHANG ON .BOTH EAVES quality
CEE COLUMN
.ffm speed
?: id9s economy
PLANnMEW OF .'CORNER 1 sy,»
® Al & A2 (oPP. HAND) BUILDING CROSS SECTION DETAIL A
F R'C ta, nton; mass. fax 508-880-0500 508-823-7777
it ToO;r
F y �Aa N..' ISSUE DATE BUILDER ' SPACE BLDGS. SCALE N.T.S.
A NO. REVISION DATE DRAWN BY: KURT
' : ., ` . : _ ' - . ' . . - �'0`li?Iy6���;y,v:3• - REV WIDTH "CAL. Lot. 3II3 PROJECT: GARDNER MATTRESS DATE DRAWN:3/13/99
2
'""`''"• CHECKED BY:
�J 3 LOCATION: $ALEM, MA DRAWING NUMBER
•,�.�, , `,�+ - vim- 1 OF . 1
E r
DRAWING TITLE: COMPLETE BUILDING JOB NUMBER