HomeMy WebLinkAbout549 Edgewater Drive_AA 2022-0520Michele Gelfman,
President
HISTORIC
PRESERVATION
COMMISSION
OF
SOUTH BEND
AND
ST. JOSEPH
COUNTY
CERTIFICATE
OF
APPROPRIATENESS
The Historic Preservation Commission of South Bend and St.
Joseph County has approved the following work:
Installation of 11 helical piers to support foundation and
structure.
KENT COMPANIES, INC., Contractor
for the following location:
549 EDGEWATER DR
SOUTH BEND, IN, 46618
Edgewater Place
Application No. 2022-0520
in the County of St. Joseph; State of Indiana; which is:
Located in a Local Historic District
A Local Historic Landmark
and found this application to be appropriate according to the Standards
pertaining to Local Historic Landmarks and/or Local Historic Districts.
Regulations pertaining to the Historic Preservation Commission are
found in Chapter 21 (Zoning), South Bend Municipal Code and Chapter
26 of the St. Joseph County Code.
The issuance of this certificate does NOT in any manner, release
the recipient from the responsibility of complying with the requirements
of the zoning ordinances, building codes, safety codes, ADA or other
requirements of the City of South Bend, the County of St. Joseph, the
State of Indiana, or the United States Federal Government.
This certificate is good for one year from the date of issuance and
is effective from the date entered herein. Plans are on file and open for
public inspection at the office of the Historic Preservation Commission of
South Bend and St. Joseph County, 227 West Jefferson Blvd., Suite 1400
S, South Bend, Indiana, during normal business hours.
THIS CERTIFICATE IS NOT TRANSFERABLE
NAME OF APPLICANT:Timothy Pisacich
CERTIFICATE ISSUED BY:
Adam Toering
Historic Preservation Administrator
POST IN A CONSPICUOUS PLACE ON THE STREET SIDE
OF THE PROJECT UNTIL COMPLETION OF ALL WORK.
Phone: (574) 235-9371
E-mail: SBSJCHPC@southbendin.gov
ADAM TOERING
Historic Preservation
Administrator
5/20/2022DATE CERTIFICATE
TAKES FORCE:5/20/2023DATE CERTIFICATE
EXPIRES:
Ord No. 6846-80
Edgewater Place
ADMINISTRATIVE APPROVAL
65.0in 165cm
63.9in 162.4cm
30.0in 76.2cm
30.0in 76.2cm
.375in 1cm
A A
12in [30cm] HELIX
10in [25cm] HELIX
2.875in 7.3cm .203in 0.5cm
SECTION A-A SCALE 1 : 4
P28 2.875" O.D. sch40 LEAD
CRL 11/19/11
NOTES:
1. FINISH - HOT DIP GALV. PER ASTM A123 OR BLACK BY ADDING SUFFIX "U" AFTER CAT. NO.
2. PIPE MATERIAL - 2.875" O.D. X 0.203" WALL, SCHEDULE 40 PER ASTM A500 OR EQUAL WITH MINIMUM 50 KSI [345,000 kN/sq.m] YEILD STRENGTH.
3. "STRENGTH SQUARE" COUPLING - CAST STEEL PER ASTM A958. SC1045 OR EQUAL WITH 40 KSI [276,000 kN/sq.m] YEILD AND 80 KSI [552,000 kN/sq.m] ULTIMATE STRENGTH MINIMUM.
4. HELIX MATERIAL - HOT ROLLED CARBON STEEL PER ASTM A1018 OR EQUAL WITH 55 KSI [379,000 kN/sq.m] MINIMUM YIELD STRENGTH.
5. COUPLING BOLTS: 3/4" DIAMETER X 3" LONG HEX HEAD PER ASTM A325 AND 3/4" HEX JAM NUTS PER ASTM A563.
6. NOMINAL SPACING BETWEEN HELICAL PLATES IS 3X THE LOWER DIA.
7. ALL WELDING BY WELDERS CERTIFIED PER AWS CODE D1.1
8. SEE TEST REPORT FOR ALLOWABLE AXIAL AN LATERAL LOAD PER ICC-ES ACCEPTANCE CRITERIA, AC358 BY AN ACCREDITED IAS 17025 TESTING LABORATORY
9. ALL MATERIAL IS MANUFACTURED AS PER ICC-ES, AC10 ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS.
TORQUE STRENGTH RATING OF 7,500 FT-LB [10,200 Nm]ULTIMATE COMPRESSION CAPACITY - 60 KIPS [267,000 N] WITH A TORQUE FACTOR (Kt)=8SINGLE 12" HELIX ULTIMATE STRENGTH - 40 KIPS [178,000 N], 3/8" THICKULTIMATE TENSION STRENGTH - 80 KIPS [356,000 N]
P2864S1012
P2864S1012
D
C
B
AA
B
C
D
125678
8 7 6 5 4 3 2 1
All information contained in this disclosure whether patentable orotherwise comprises proprietary information of MacLean Dixie, LLC.and its unauthorized use or publication without the express written consent of MacLean Dixie, LLC. is strictly prohibited
DRAWING NUMBER:
SHEET NAME:1 OF 1
34
DRAWN BY:
SHEET 1
PAPER SIZE
B
CATALOG NUMBER
PRODUCT DESCRIPTION:
DATE:
m
z
D Z DC7 Cl) O= O D
r O W O � 70 r -I 70 (n ? �+
m r 3 cNn r�i rrl m7 3 m (n f'1 t670
Dr Z 50 X Om 3 x 2 (n X fTIZ �x
a c7C c a S
FM r Z Z D 3 D m -n D I MC) ~a
N Ej m =rte r= CDM c x=
b(7 m M _ rel =
00 C)
O D� =�0 �C (�J11 D< fi
o ? r
m 3 d
Z Z D 7C 3 0 m r- = 0 -0
b -o r=' I N-1 D a m d 3 d y
r m �3CJ D I Z x D (�
m C7 m � r = C7 C RJ --i 70 is
r D X D O a 3 0 3 X m
r a(,� r�� ov) w D X �� �-Dr
000a ; rn ren �� o cn Z� O F4
00�- N D 3r N3 N 7C W -0 vj= SJ
M m C) r�i z oo c r�i D allo o - .0 CO I :m v, �� Zz �M �r o m zc -Eq��En
Ili
0 (b TI N W X C," a m r C7 (/1 "70
rl60
, d = bU =rel C In C V
pt n d X = M M m r m r O r O CSI
O r m r a C D r 7S7
Pi c+" 0 a -0 --- Vi 70 r- ` K :T.
r O 3
t - Ob 'r1 m70 r=i d m mm M X I�...I Drl mDm IO -I
�r'�"0 D r m GZ7D Mo d LlJ mf1J mM N LJ
pimp o 70 N �� = r� D --j
�GKp o M D D 3� 7 Nmo�� ONO
r -4
(D(DO an d 3 o Z ^ ZX M=
va 4J�
O r. d D 00 C � �--� N op r ^ C,)= — Q
rfi
(C"� �' �--• 3 Cil
r rTl z x MM I I Z Mid
C"'D y x m Z S m r^ D 00 D Gl O
�,�,a �� I>_0� ru � �� — — —. _.—.—._._. - LTJ I � � H
�r 70 70 x� M �
�y v� oo r -I cn
fi�P O �D C(7r�1 rCy CD;mI CD
CD
3-
'm m C7 v, mm >c Z
M, �ro 0:4�ID D n41-
� o bo W
CD
�m�r ry--i -q
DcnpM ]> :z 70 X dr t7
!cOi
m bo - g W a(D��O 3>1 MM3>
70 C-) " r- mZ 02CD
ryC7.7 H II k7C Z�m fU =M
(D Cr °i: F- d r M to r ^ n
r+ �D ODWm
C) 70
o.mrlC
DDD v) C0 70m~M O �
Ir-1
�o Z `� w r
I �d
o^ d m
dJ o� r-� m �X �� O
0 0 lmr-
70
0 D �
o ar 00 mz -
�~ o r 0000 = G)
ad C') -
c7 O
3
N n n 70
m
_ u
O m m i
D�O m D ci
.4 A�v
CD N o X LTJ M20 70 D m - -
o
w �$ zrL• z
,� trl cn F--+ • cru " C-) -,
no
r rn
r- CIO
C c m
C -,J >
u
70
FH
K—LN 1 130 60th Street, SW I Grand Rapids, evil 4zJD'+O
COMPANIES
x
(thin I f`arnlinac I SIncP iQ5%
\.
:� 4 r _
It
It
AIN
\' ..� ` _ ,i ! `.�\ r a 1i;i" ,✓ 1:�i' 1 /J r 4�1 t,"�� p / +i"; 1 "e�
� 11 `S`' ~• \ '' I 1 '' 1 '"�� < �.I �Ci/A�(7+1yJ�`� = - ,f f,. pa, a �; Vii• y'��'V:, t"K
\\ II :iU 7 \1; # '•, , k Y -`G � ,r I '� „-vY l -- , ,K-�-- 7'r,latrli�; I ,
,��'ti�J., `:�>�l\,4�.• r..rj�1p
IF
Li tl >�� _, .�, pit �� .. �• �: "" +,til�,i. •' 11",.�
'' y ,.
.+I i✓S In I It/ �A 'j,IdT..',`�.' t 4 ,.`y��'�'6'�GM'r. u, I.^'`Y'iyrf>t
0,4
)+ I wr?� ��...r ..+J+" _..., dlr. �rn'q"��� 'pw.r�_ '��� Edi Ilf sl.l ��"� �1 ++.<./•
atoll
�
do
moss
1it
Irma I"
1.
V
y
` L- _ : a, � • - r l _ ! - _�•- \ 0_ r-�"'\ AS,
�'_ r �.< 1. 'l �}�\°I i', r"�I\ , Y � l�"tr "L(. a�7 �: .,.. K 'R. .•.r �g f, M �Y•'�
%yam �.�'�. .t .'a t .7� - - - i - � \� .•.r � �� r r� ,/„, yV�� �. - r -.\i f/, �����(.� .;�, :f-.' v � �.: r •rti .r
07
. , .—. �'��j - ` ' `_a �-.. ,r�. � 1�, _-�• \ _i - i �-rf'ki,'-�i�'f��'�(i�� ;��r ��x{. /�lt\ T \. ,+<� !`�:1,I. x.._11.. < r' .v,:\. '��. �' ! � t ;!, ~'� � ,�~
'�; - '- _ _ .�•k -r}-_ `I4 \•\� - ��� c' �` '.'r.%M1 .\_. Gy.. }'tv 4' �.. ,F it for` �t
n
'Ir 11
� .. ._`"�'a,�.ey .h i'. �.- •w':+" < ��- �L. � 1 �'r • �� Ii .��;.� -'d t�, r!: � F � �i _..� +�-,, � �� T-
"1tiK•�• `.�. _ _ -2( *J,'. _ \. 1 '�l i�_, \ r. ABY./+ #c� .i `�4�C';1y�r \.• !'� A � r ��.
- - , r. •. ,F - ..- Ly�t' \ `� '`�' \ � �' (moi y� ,.. w. [+.. "l*'�• 1 ••y itR'�� n r
—34
.
III, d
YL
ti ." %'s- _ �..._- _ \ r S,:< sa'� .m-',r�`l-m' \ r 2r,\ Y,.� �. `�a rf r_.... b.. •. .r 1, — - S
• dye i�yy, p {A
� . ,. • - - "_. -- " - — ..- 1 .� .� � f r i r , 1.-a 1 N2 s ` � \ \ '2 ` �...,:i � Y �':- 1<'nVf ull..'�S'+ 'r � �—. . �,4 .
.' �>. _ a .tom . 'b Y_ � \.-T.•,, kY�'C1'. tl�` rti � n \•_ � _ _f.
_ i� _ - 3;2 - `\ .. 1 �. }' _ �i ��y,,,, .-a� ,� r�, ;fs ;��iP- .aE; ��.tu,..,� 'fir .Yhsy ��• .._i;' �' ? �.�',r. •Li #.JAI
•S i t _ <! t, _ .sP Yi": F..{
IS
PIP`
y -
tt s
�f v
SIP
St
It
sl
IV
SIP
IV
44
It
'�� J y �r i� }?�� •. r
M /
I .n �•.' ,1I iR
r 1
i`....lN +�� �f S�'..� +.y- n� r
T ..r tt ws , • "a r
61S. a
ISI
-� �— _ - li.� - rl+'O•'� y.�ytil k 7% 'y tr a.a�•
Ir
zy
�— —
--- —ik.a-..,.
"MISSION 0;;;Wiwgft
.may" ��
. r
r
!M
1140
t
.. • IVV,&_
r
N