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MARK SIZE REINFORGIN6
WFI6 I6" WIDE x 12' DEEP (2) #5 GONT. U.N.O.
WRbA Ib" WIDE x 28" DEEP (�) �5 GONT.
TOP AND BOT., U N O.
WF20 20" WIDE x 12" DEEP (3) �5 GONT. U.N.O.
WF20A 20" WIDE x 28" DEEP �3) a5 GONT.
TOP AND BOT., U.N.O.
F3 3'-0" SGt. x 12" DEEP (4) a5 EA. WAY
F3A 3'-O" SQ. x 28" DEEP (4) a5 EA. WAY,
TOP AND BOT., U.N.O.
F4A 4'-O" S[3. x 2H" DEEP �4% � EA. WAY,
TOP AND BOT., U.N.O.
4'-O" SQ. SEE V20B FOR
F4B TMGKNE55. (4) �5 EA. WAY
FS 5'-O" SGt. x 12" DEEP (5) �5 EA. WAY
FSA 5'-0" SQ. x 28" DEEP �5) �5 EA. WAY
TOP AND BOT., U.N.O.
Pb 6'-0" 5Q. x 14" DEEP (b) �b EA. WAY
PbA b'-O" SC]. x 28" DEEP (6) #6 EA. WAT
TOP AND BOT., U.N.O.
F6B b'-0" 5Q. 5EE I/20B POR (6) #6 EA. WAT
THIGKNE55.
F� l'-O" SQ. x Ib" DEEP (l) �� EA. WAY
FlA �'-0" 5Q. x 28" DEEP «) �� EA. WAY
TOP AND BOT., V N O.
F8 8'-0" SQ. x 20" DEEP (8) a� EA. WAY
F8A 8'-0" SQ. x 28" DEEP C8) a"1 EA_ WAY
TOP AND BOT., V.N.O.
P8B 8•-0" SQ. SEE I/2.OIB FOR C8) a"1 EA_ WAY
THIGKNE55.
F9A 9'-O" SQ. x 28" DEEP iq) �l EA. WAY
TOP ANp BOT., U N.O.
G/L STL GOL 5EE -
FKAMING PLAN FOR
GOL SIZE, BASE PL.
AND ANGH02 RODS.
OUTSIDE FAGE OF -
EXISL FDN. WALL
3" MIN. GONG. GOVER AROUND
STRUGTURAL STL 6ELOW
6RADE OR RNISHED ROOR
SEE PLAN AND-
SGHED. FOR SIZE
AND REWF.
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SEE 3/202 FOR ADdL INFO.
5EE PLAN
EXIST. WALL TO BE REMOVED
FOR EMENT OF NEW FOOTIN6.
ISOLATION JT. AROUND GOL.
I W/I/4"THK.PREFORMED
ExP. JT. MAT'L.
USLABy
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GROUT
T/FT6.
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N.LS.
GONT.GOURSE OF
SOLIDLYlROUTED GM.0
a5 VERT. REWR AT 24"-
O G. IN GROUT-RLLED
coRES
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SEE PLAN AND SGHEC
FOR SIZE AND REWF.
3" GLR.
nP.
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FT6.
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BOT/FTG.
RELD VERIFY
3"GLR.,
mP
T/FTG. i
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12" (f/-) RELD VERIFY
a5 VERT.
2EME AT
32' O.G.
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GOORD.W/-
ARGH.DWGS.
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IELD VERIF
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GOORD. SAW GUT GONTROL JOINT
LAYOUT W/ HYDRAULIG JAGK LAY
(Tl'P. THROU6HOUT, NOT ALL SHON
6" TMGK SLAB-0Nl�RADE. SEE
FOUNDATION PLAN NOTES FOR
ADDITIONAL INP02MATION.
SEE ROOF REMOVE EXIST. FDN.
FRAMIN6 PLAN WALL TO MIN. 8" BELOW
FOR INFO. p•_p^ TOP OF SLAB.
�,- _ EXISL 24" WIDE FT6. _
28'_I" («/-)
FIELD VERIFY
NOTE:
CAORD. ALL BELOW-SLAB
REQUIREMENTS AND SLAB EMBEDMENTS
FOR EQUIPMENT WITH EQUIPMENT
MANUFAGTURER/SUPPLIER.
4�_��
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b•
2�-9° ��` ' 4 T/EXISL FT6_ 98'-0. O
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�` p,a y --- FIELD VERIFY. y q
r -, r XISL CqNG PIER TO BE rv
REMOVED,TYP.OF 4.
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L�I"r I �-- I I � I
PT6.�T/P 98'-O'. 4���•• � � PTG.�T/PT6 � PT6. VF � ���
� EXIST 4 6 5Q. 14 9,
.98•_O". T6.9H'_O'•
RELD VERIFY. A RELD VERIFY. RELD VERIFY. 2,�2
TYP.
REMOVE EXISL FDN. WALL
FULL HEIGHT FOR EMENT OF
NEW FOOTINGS, TYP.
II EXIST. 6•_0• 5O � - _ - - , � - _ - - ,
� L f Fr�. r/Frv.98._0��
� PIELD VERIPY. I I I I
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exier. a�-o�� sa.� exier. 9�0�� sa.�
Frv. vFre.9a-o°. Fre. vFrv.9e�-o•.
RELD VERIFY. RELD VERIFY.
6ENERAL GONTRAQOR NOT6
GONTRAGTOR TO RELD VERIFY EXISTIIN6 FOOTIN6 WIDTH IS A MINIMUM OF 24" WIDE NEW SOIL BEARIN6
PRESSURE (SERYIGE LOADS) AT BOT�M OF 24" WIDE FOOTIN6 WITH NEW ROOF AND WALL LOADS IS 2100
PSR 6EOTEGHNIGAL EN6MEER TO R LD VERIFY EXISTIN6 SOIL AT BOTTOM OF EXISTIN6 FOOTIN6 HAS
SUFFIQENT GAPAGITY TO SUPPORT EXISTIN6 AND NEW LOADS. IF FOOTIN6 WIDTH IS LE55 THAN 24"
AND/OR EXISTW6 SOIL BEA2MG GAP QTY IS NOT SUFRGIENT F02 NEW LOADM6, THE GONTRAGTOR
AND/OR GEOTEGHWGAL ENGINEER SH LL SUBMIT A RELD SURVEY DOGUMENTIN6 THE EXISTING GONDITIONS
AND/OR THE EXISTW6 SOIL BEARW6 APAQTY TO THE THE ARGHITEGT. BASED ON THE REPORTED FIELD
GONDITIONS, THE ARGHITEGT WILL SV MIT SUPPLEMEMAL INSIRUGTIONS FOR REQUIRED MODIFIGATIONS.
EXISL 24" WIDE FT6.
I� FIELD VER FY98 O
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EXISL 6'-6' SQ. EXISL 24" WIDE FT6.
I I IL FT6. UFT6. 98'_O" �--I -- � T/EXISL FTG. 98'-O. �--I- - �
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EXIST. l'-b" Sfd. EXIST. �'_6" SQ � ��
Fre. r�re. ae�-o.. Fre. r�re. aa-o^.
RELD VERIFY. RELD VERIFY.
5EE 2.OIA POR FOUNDATION PLAN NOTK.
12" (+/-J RELD VERIFY
ALI6N FAGE OF NEW
G M U. W/ FAGE OF
EXISL GM.U.
a5 VERT.
REINF. AT
32' O.G.
18'-10'
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EXISL 3'-0" 5Q 99" �''
FTG. T/FT6.98'_O•' I �„�
FlELD VERIFY. I I IS
2 02 I
EXIST. 24" WIDE FT6.
i� T/EXIST. FT6. 98'-O.
I Fie�o vErziFr.
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EXIST. 6'-O" SQ. I I
FTG. T/FTG.98'-O". ° ,r
RELD VERIF�I �
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END OF EXIST. � - `�
WALL TO REMAIN � �
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STATE OF
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� Permil Set 05I22I2014
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WORTHINGTON,OH104i085 �� AREA"B"
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