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SAW I/8" JL LOGATE SEE PLAN NOTES FOR
AT I6'-O" OG_ MAXIMUM, SLA�ON6RADE GONST.
FAGH WAY.
WWF.
T/SLA� �/2
X-%
���. ��IV���� ��IIV�
� � N.T.S.
SAW I/8" JL AFTER 5EE PLAN NOTES POR
ADJAGENT SLAB IS � SLAB--0N-6RADE GONST.
PLAGED.
W.W.R, DISGONTINUE 50%
�OF W.WR AT JT.
2 I
Ix3 KEYED JT. AT BREAK BOND ON JT.
MID-0EPTH OP 3/4� FAGE W/ 2 COATS OF
THIGK. SLAB 4° 4" FORM RELEASE OIL.
�'�°��. �ON�'��U�'�ION �OIN�
�� NTS.
GONT. CqURSE OF 8"
6ROUT-RLLED OR
50LID G M U.
EXTERIOR
PAVEMENT. 5EE
ARGH.DWGS.
SLOPE AWAY FROM
BLD6.
V7' THK P2E-F
EXP. JT. MAT'L.
�1. � ,.a.�.
•s< -�_
SEE PLAN AND SGHEC
FOR 51ZE AND REWF.
����'�ION
� 3/4" - P-0"
STOREFRONT SYSTEM.
DESIGN OF ANGHORA6E
TO FDN. TO BE 8Y
STOREFRONT MFR.
SEE PLAN NOTK FOR
SLAB--0N-6RADE GONST.
� T�
RI61D MSULATION.
SEE ARGH. DW65.
VFT6.
3" GLR.
nP.
INDIGATES STEP IN BOT.
OF FT6. ON PLAN
2" GL2.
. a a a. . � � . e . e..
e a
.. a . a. . °.a e
:am . ° 2'_O" LAP ° . . ,
� � a � (n'r ) . . .
a a
�a .. . . a. a a � o
Uy �� = e�.a. °
� a a
� a . � � . � � � Pa�
oF ow�s ro size � a� I a� a� �°°: ;/. . W
�
MATGH FT6. REWR a I \_ ./ .<
2�� �� '
2, �, �AP �n,P� INDIGATES STEP IN FT6.
ON PLAN
2" GLR
a ... a .a � � �
° a
aa
a
NUMBER AND 51ZE
OF DWLS.TO
MATGH FT6. REMF.
� a _
2
I �
° e o a _
DO NOT STEP FOOTINGS -
6REATER THAN I VERT. 2 EQ. EQ.
HORIZ. UNLE55 SHOWN 3" q
OTHERWISE ON PLAN. ��T�� TYp,
�'�°��. �00'�IN� �'��P
� NTS.
FAGE OF STUD =
OUTSIDE FAGE OF GM.U.
GONL 800TI25-43 W/ (2) I/4" -
DIA.PLATED MASONRY
SGREWS AT Ib" QG P20VIDE
MIN. I-3/4" EMBEDMENT INTO
GROUTED G M.U.
GONL GOURSE OF �
6ROUT-FILLED GMII. \
i T/EM. SLAB \
�SEE ARGH. DW65�
(SLOPE AWAY
FROM BLD6)
I/2"THK.PRE-FORMED J
EXP. JT. MAT'L.
UFT6. i
�
GAST-M SLEEVE
THROU6H FOOTIN6
TO BE I" LAR6ER
THAN OUTSIDE
DIAMETER OF
UTILITY LINE. FILL
VOID BEWTWEEN
UTILITY LINE AND
SLEEVE WITH
GOMPRESSIBLE
MATERIAL.
DO NOT STEP FOOTINGS � J BOT/FT6.
4 �
6REATER THAN I VERT� 2
HORIZ UNLE55 SHOWN 3" GLR, �
OTHERWISE ON PLAN. TYP ED6E OF
I2•� GAST-IN
MIN. SLEEVE.
I� �O��OM O� �OO�I N� ����
s �a
Qa
a°
a
• ° •°
Q
F
O
N
�
�/L GOL BEYOND
H00516 2-43 AT I6" O.G
SEE PLAN NOTES FOR
SLAB-ON-6RADE
GONST.
� T�
T/FTG.
sEE r�nN
RI61D INSULATION.
SEE ARGH.DW65.
`SEE PLAN AND SGHED.
3" GL2. FOR SIZE AND REMF.
TYP.
%i���'�ION
� N.T.S.
G/L FT6. AT -
BOT.BASE PL.
G/L OF SLOPIN6 C
AT BO? /BASE PL.
/
SEE 3/202 FOR
ADD'L WFO.
,� ✓' a �. Q � y �. ° a . .
� a e . .. d` .. . �
EQ.
13 ����ION
3" MIK GONG GOVER�
AROUND STRUGNRAL
STL BELOW GRADE OR
FINISHED ROOR
SEE PLAN NOTES FOR-
SLAB-ON{�2ADE
�oNST.
SEE GOL SGHED.J L
FOR EMBEDMENT.
SEE PLAN AND SGHED.
FOR SIZE AND REINF.
G/L STL GOL 5EE
FRAMIN6 PLAN FOR
GOL SIZE, BPSE PL.
AND ANGHOR RODS.
ISOLATION JT. AROUND COL.
W/ I/4" THK. PREFORMED
EXP. JT. MAT'L.
T/SLAB i
a �
'K-K /I" MIN. NON-SHRWK
a ! � GROUT
e
. a . . . .. `° °
a a a i
�����ION
� NTS.
G.M.U. W/ HORIZ. JT.
REINF. AT I6" OG.
ABOVE 6RADE
VERT. REWR IN 6ROUT- -
FILLED GORES AS
NDIGATED IN PLAN NOTES
SLOPE EMERIOR SLAB -
AWAY FROM BLD6.
PROVIDE V2" THK. J
PRE-FORMED EXP. JT. MAT'L.
• •
DWLS. W/ STD. 90 DE6. � a�� . �°�
HOOK TO MATGH SIZE ° � ��
AND SPA. OF VERT. - �
REINR LAP MIN. 48 BAR � � °�
DIA. W/ VERT. REINF. a
i° }<
3" GLR.
TYP.
SEE PLAN NOTES FOR
SLAB-ON-6RADE
GONST.
� T/�
RI61D INSULATION
5EE ARGH.DW65.
SEE PLAN AND SGHED.
FOR SIZE AND REMF.
3" GLR.�I I
TYP. �*
�����ION
V3/4�� _ I�_�.
G/L EXIST. GOL = �
G/L NEW FT6.
3" MIN. GONG. GOVER AROUND �
STRUGTURAL STL BELOW
62ADE OR FNISHED PL002
�}_.
�
jz
o�
wv
�
T/SLAB y
� a5 AT 12" O.G.
/" MIN.NON-SHRMK EA.WAY
! � 6ROUT
� aa ° me r
a � e
< ° a =
° a°�i
a e �
a
° a I
I� ����ION
5EE
PLAN
12"THK.PRE-FORMED
EXP. JT. MAT'L GOORD.
LOGATION OF AGNAL
JOINT W/ THRESHOLD
AND ARGH.DW65.
SLOPE EMERIOR
PAVEMENT AWAY FROM
BUILDIN6. SEE ARGH.
DWGS.
�/
GONL GOURSE OF
GROUT-RLLED
GM.V. �
3" GLR.
TYP.
GMU. NV HORIZ. JT.
REINF. AT I6" O.G.
ABOVE 6RADE
VERT. RENE IN 6ROUT- -
FILLED G012E5 AS
NDIGATED IN PLAN NOTES
PF20VIDE I/4" THK
PRE-FORMED EXP.�
JT. MAT'L., TYP.
3" MIN.
;.a �.
aa a a
a
�" Na
i1���'�ION
� 3/4�� _ I�_���
WALL BEYOND WALL BEYOND SEE
PLAN
a4 GONT.
V2"THK_PRE-FORMED
EXP.JT.MATL GOORD.
LOGATION OF AGTUAL
�3 x I8" LONG DOWELS AT JOINT W/ THRESHOLD
MID-DEPTH OF SLAB AT 12" AND ARGH. DWGS.
QG., GENTERED OVER JL SLOPE EXTERIOR
7�S�B PAVEMENT AWAT
�� FROM BVILDIN6. SEE
ARGH.DWGS.
RI61D INSULATION. GONT_ GOURSE OF
SEE ARGH. DW65. 6ROUT-FILLED 3 MIN la
T/FTG. i G M U.
�
a � a . � �
�4 DWLS. AT MID- �
DEPTH OF SLAB � °
AT I6" O.G. THUS: Ig^ ea� �� °
12"� a �
SEE PLAN AND SGHED. a.� a . ��
FOR 51ZE AND REME �� � � . � ; � �pe
DWLS.NV STD.90 DEG.
HOOK TO MATGH SIZE
AND SPA. OF VERT
REME LAP MIN. 48 BAR
DIA. W/ VERT. REMF.
SEe P�AN Nores FoR
SLAB-ON-6R4DE
GONST.
�USLABy
�
x
a�� �� a SEE PLAN AND SGHED.
° FOR SIZE AND REMF.
3" GLR �
TYP.
����iION
� 3/4• = P_p��
ISOLATION JT_ AROUND GOL.
W/I/4"THK.PRE-FORMED
EXP. JT. MATL.
PROVIDE NEW BASE PLATE AND
ANGHOR RODS PER 3/-I.Ob.
2" TMGK MIN. NON-SHRMK
GROUT PAD.
EXIST. PIER AND FOUNDATION
WALL TO BE REMOVED POR
EXTENT OF NEW FOOTIN6.
�� �a � � BOTlEXIST. BASE PL.
�� ° � FIELD VERIFY
T/FTG.
° a a
sEE P�aN
� � a� � a SEE 3l706 FOR
. EMBEDMENT
a° � � VEXISL FT6.
. FlELD VERIFY
3"GLR.,
� rrP.
� a BOTlEXIST. FT6. = i
BOT/FT6.
RELD VERIFY
3" GLR
NP.
�����ION
`J 3/4�� _ I�-0��
#3 x I8" LON6 DOWELS AT
MID-DEPTH OF SLAB AT 12'
O.G, GENTER OVER JT.
a4 GONT.
PROVIDE LIP AT
DOOR. REFER TO
ARGH.DW65.
° I �
RI61D INSULATION.
SEE ARGH.DWGS.
T/FT6. i
�
a4 DWLS. AT MID-
DEPTH OP SLAB
AT I6" OG. THUS� 18"
Ie"�
SEE PLAN AND SGHED.
FOR SIZE AN� REWF.
PRE-MOLDED TRENGN
DR41N. GOORD. SIZE AND
LOGATION W/ ARGH. AND
d�' PLUMBIN6 DW65.
V
N T/SLAB i
rx a O �x�_x�� x.. �
(4) #4 GONT. _ �
•+ • � �
3" GLR
I� �J���I�IV
GONT.u4
CrrPJ z"
yywF. GLR.
2
GLR.
..X-.-x �' z� �
. ;,I
X
Q a
L aK
L ° � �3. -X .� X-.
2
���
gii � �< 3��
V�iA� GL2.
�����ION
I I N?.5.
MATGH EXISL FOUNDATION
WALL WIDTH.
REMOVE EXISL G.M.U. GOURSE
AND WRLL WITH GONG. A5
REQ'D.
, VEXIST_ SLAB = ,
5EE ARGH.pW65.
FOR EXTENT AND
DEPTH OF
DEPRESSED SLAB.
I/4" THK. PREFORMED
EXP. JT. MAT'L.
VSLAB,
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STATE OF
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•
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0 Prellminary
0 Bid Sel
� PermilSet OSI22I2014
0 Conshuction
Revisions
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�RLL ALL BELOW-SLAB VOIDS I
T/EXISL FT6. i �� Projec[ Number
RELD VERIFY
����ION
I� NTS.
�� � A13-079
� SheetTille
SHIRK & O'DONOVAN �
CONSULTING ENGINEERS,INC.
3�o ensr waSON ukioGe. eonu � = FOUNDATION
WORTHINGTON,OH1043085 � �� SECTIONS
TFL (614J 436b465 � �
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