HomeMy WebLinkAbout0815.93.181' -2"
F5.5
1,_z..
BACrTILL DETAIL
' -6" 7 - "4
F104 4'- 6 "x4'- 6 "x2' -0" 6 - "6
5EE DETAIL
T /PIER
SEE PLAN
F.
° e e
•3 TIES
Il" CLEAR
SEE DETAIL FOR
° L REINFORCING
°
T /FTG - (X' -XX ")
° ° ` °• (SEE PLAN FOR FTG.
• ° DIMENSIONS &FTG.
° SCHEDULE FOR REINFJ
°
TYP. pIER REINF. DETAIL
FOUNDATION PLAN AREA "C„
SCALE: 1/8' =1' -0'
1, T /FTG. U.N.O.
2. T /P1EiZ - (0' -8) U.N.O.
Y
ORDINARY SOIL
BACKFILL
SAND OR
GRAVEL -HAND
COMPACTED
EXCAVATION
1' -2 "%
rr, n
NO SCALE
1
ten.'
3
F � i *4 TIES
� 4 -* 7 BARS
F LJ
SECTION 4
SCALE: 112 " =1' -0"
��S 3 3 TIES ® 1S" O.C.
4- *8BARS
HOOK TOP BARS
(C15)
DETAIL 2
CONT. L4x4x
1" 0"
/`PRoVIDE SHIMS & EXP. SCALE: 112 " =1' -0" ��
BOLT TO WALL IT 2' -8" O.C.
T /WALL = +(14' -2 ")
*5 BARS
(4) 12" O.C.
4"'4" 10" 10" B"
T /BM.= (4) - *9 BARS
• • 20 "x24" GRADE BEAM
C.M.U. i 1 COVER 16 2"
CONT. DOVETAIL
ANCH. SLOT ® 2' -0" , *3 TIES ® 12" O.C.
O.C. T /FTG.= -3'-+"
5" BAR I i 5" BAR
• i •
i 6" BRICK LEDGE
3" COVER
+(7' -10") IDE
• xl' -0" DEEP
FOOTING
N GRADE BEAM BETWEEN CB -C1 & C8 -C6
' SECTIO
ilk
LAP 4 -2 W /QWLS
c.7
SEE BLOCKOUT WATERSTOP
� Q SCHEDULE FOR KEYWAY
F # � SIZE AND ORIENTATION *6 BARS ® 1' -0" O.C.
N OF BLOCKOUT IN TOP � ELEVATION VARIES
4^ b OF PIER. (SEE FOUNDATION PLAN)
NJ
2 - *7 HAIRPINS jL
vl IL U
5'-G" i *4
SECTION
SCALE: 11
Y
NORTH
12"
T /WALL VARIES
"4 BARS (9) 12" O.C.
*4 BARS (9) 12" O.C.
•
I
*3 BARS (4)
24" O.C.
• 1
*6 BARS
®12" O.C. • � CONT. DOVETAIL
ANCHOR SLOT
2' -0" O.C.
J" DIA. WEEP HOLES
-_.- 2' -0" O.C.
i
LAP *6 BARS
W /DWLS 4' -2" • � C.M.U.
i
"4 QWLS. x 1' -6"
® 12" O.C.
T /FTG. _ - (2' -01
2 " =1' -0"
CB
TIES
BLOCKOUT IN TOP OF
FOOTING FOR SHEAR
BAR. SEE BLOCKOUT
C.M.U. SCHEDULE FOR SIZES
' � ! AND ORIENTATION.
20" WIDE x 24" DEEP
GRADE BEAM
F _ J
- *9 BARS
Q
1 i " CLR
T /FTG.= - (3' -4 ")
*5 BAR *5 BAR
uj
•
-D
C2
26' sell
OU
•3 TIES ® 10" O.C.
sells se 6" BLOCK
e a
' N � �•
3 - *11 BARS
JOINT REINF.
T & B HOOK
TOP BARS AT
® 16" O.C.
BASEN
DETAIL ('1-'
RETAIL
'1
SLOPE 4" SLAB
TO OPEN END
err
•
a 12" BLOCK
*6 ® 40" O.C.
•---
1' -3" "6 ® 40" O.C.
F5.5
GROUT CORES
P2
1
W/ REINF. 50LID
TYP-
TURNDOWN
8"
SLAB EDGE
- (2' -B ")
SECTION 1
N0 SCALE
Q
12' -0"
�
SCALE: 112 " =1' 1-0"
53
BACrTILL DETAIL
' -6" 7 - "4
F104 4'- 6 "x4'- 6 "x2' -0" 6 - "6
5EE DETAIL
T /PIER
SEE PLAN
F.
° e e
•3 TIES
Il" CLEAR
SEE DETAIL FOR
° L REINFORCING
°
T /FTG - (X' -XX ")
° ° ` °• (SEE PLAN FOR FTG.
• ° DIMENSIONS &FTG.
° SCHEDULE FOR REINFJ
°
TYP. pIER REINF. DETAIL
FOUNDATION PLAN AREA "C„
SCALE: 1/8' =1' -0'
1, T /FTG. U.N.O.
2. T /P1EiZ - (0' -8) U.N.O.
Y
ORDINARY SOIL
BACKFILL
SAND OR
GRAVEL -HAND
COMPACTED
EXCAVATION
1' -2 "%
rr, n
NO SCALE
1
ten.'
3
F � i *4 TIES
� 4 -* 7 BARS
F LJ
SECTION 4
SCALE: 112 " =1' -0"
��S 3 3 TIES ® 1S" O.C.
4- *8BARS
HOOK TOP BARS
(C15)
DETAIL 2
CONT. L4x4x
1" 0"
/`PRoVIDE SHIMS & EXP. SCALE: 112 " =1' -0" ��
BOLT TO WALL IT 2' -8" O.C.
T /WALL = +(14' -2 ")
*5 BARS
(4) 12" O.C.
4"'4" 10" 10" B"
T /BM.= (4) - *9 BARS
• • 20 "x24" GRADE BEAM
C.M.U. i 1 COVER 16 2"
CONT. DOVETAIL
ANCH. SLOT ® 2' -0" , *3 TIES ® 12" O.C.
O.C. T /FTG.= -3'-+"
5" BAR I i 5" BAR
• i •
i 6" BRICK LEDGE
3" COVER
+(7' -10") IDE
• xl' -0" DEEP
FOOTING
N GRADE BEAM BETWEEN CB -C1 & C8 -C6
' SECTIO
ilk
LAP 4 -2 W /QWLS
c.7
SEE BLOCKOUT WATERSTOP
� Q SCHEDULE FOR KEYWAY
F # � SIZE AND ORIENTATION *6 BARS ® 1' -0" O.C.
N OF BLOCKOUT IN TOP � ELEVATION VARIES
4^ b OF PIER. (SEE FOUNDATION PLAN)
NJ
2 - *7 HAIRPINS jL
vl IL U
5'-G" i *4
SECTION
SCALE: 11
Y
NORTH
12"
T /WALL VARIES
"4 BARS (9) 12" O.C.
*4 BARS (9) 12" O.C.
•
I
*3 BARS (4)
24" O.C.
• 1
*6 BARS
®12" O.C. • � CONT. DOVETAIL
ANCHOR SLOT
2' -0" O.C.
J" DIA. WEEP HOLES
-_.- 2' -0" O.C.
i
LAP *6 BARS
W /DWLS 4' -2" • � C.M.U.
i
"4 QWLS. x 1' -6"
® 12" O.C.
T /FTG. _ - (2' -01
2 " =1' -0"
CB
TIES
BLOCKOUT IN TOP OF
FOOTING FOR SHEAR
BAR. SEE BLOCKOUT
C.M.U. SCHEDULE FOR SIZES
' � ! AND ORIENTATION.
20" WIDE x 24" DEEP
GRADE BEAM
F _ J
- *9 BARS
Q
1 i " CLR
T /FTG.= - (3' -4 ")
*5 BAR *5 BAR
uj
•
-D
C2
26' sell
OU
•3 TIES ® 10" O.C.
o�
e a
' N � �•
3 - *11 BARS
r •
T & B HOOK
TOP BARS AT
END
DETAIL ('1-'
SCALE: 112 " =1' -0"
'1
FOUNDATION PLAN AREA "C„
SCALE: 1/8' =1' -0'
1, T /FTG. U.N.O.
2. T /P1EiZ - (0' -8) U.N.O.
Y
ORDINARY SOIL
BACKFILL
SAND OR
GRAVEL -HAND
COMPACTED
EXCAVATION
1' -2 "%
rr, n
NO SCALE
1
ten.'
3
F � i *4 TIES
� 4 -* 7 BARS
F LJ
SECTION 4
SCALE: 112 " =1' -0"
��S 3 3 TIES ® 1S" O.C.
4- *8BARS
HOOK TOP BARS
(C15)
DETAIL 2
CONT. L4x4x
1" 0"
/`PRoVIDE SHIMS & EXP. SCALE: 112 " =1' -0" ��
BOLT TO WALL IT 2' -8" O.C.
T /WALL = +(14' -2 ")
*5 BARS
(4) 12" O.C.
4"'4" 10" 10" B"
T /BM.= (4) - *9 BARS
• • 20 "x24" GRADE BEAM
C.M.U. i 1 COVER 16 2"
CONT. DOVETAIL
ANCH. SLOT ® 2' -0" , *3 TIES ® 12" O.C.
O.C. T /FTG.= -3'-+"
5" BAR I i 5" BAR
• i •
i 6" BRICK LEDGE
3" COVER
+(7' -10") IDE
• xl' -0" DEEP
FOOTING
N GRADE BEAM BETWEEN CB -C1 & C8 -C6
' SECTIO
ilk
LAP 4 -2 W /QWLS
c.7
SEE BLOCKOUT WATERSTOP
� Q SCHEDULE FOR KEYWAY
F # � SIZE AND ORIENTATION *6 BARS ® 1' -0" O.C.
N OF BLOCKOUT IN TOP � ELEVATION VARIES
4^ b OF PIER. (SEE FOUNDATION PLAN)
NJ
2 - *7 HAIRPINS jL
vl IL U
5'-G" i *4
SECTION
SCALE: 11
Y
NORTH
12"
T /WALL VARIES
"4 BARS (9) 12" O.C.
*4 BARS (9) 12" O.C.
•
I
*3 BARS (4)
24" O.C.
• 1
*6 BARS
®12" O.C. • � CONT. DOVETAIL
ANCHOR SLOT
2' -0" O.C.
J" DIA. WEEP HOLES
-_.- 2' -0" O.C.
i
LAP *6 BARS
W /DWLS 4' -2" • � C.M.U.
i
"4 QWLS. x 1' -6"
® 12" O.C.
T /FTG. _ - (2' -01
2 " =1' -0"
CB
TIES
BLOCKOUT IN TOP OF
FOOTING FOR SHEAR
BAR. SEE BLOCKOUT
C.M.U. SCHEDULE FOR SIZES
' � ! AND ORIENTATION.
20" WIDE x 24" DEEP
GRADE BEAM
F _ J
- *9 BARS
Q
1 i " CLR
T /FTG.= - (3' -4 ")
*5 BAR *5 BAR
uj
•
-D
C2
26' sell
OU
•3 TIES ® 10" O.C.
o�
e a
' N � �•
3 - *11 BARS
r •
T & B HOOK
TOP BARS AT
END
DETAIL ('1-'
SCALE: 112 " =1' -0"
'1
3
F � i *4 TIES
� 4 -* 7 BARS
F LJ
SECTION 4
SCALE: 112 " =1' -0"
��S 3 3 TIES ® 1S" O.C.
4- *8BARS
HOOK TOP BARS
(C15)
DETAIL 2
CONT. L4x4x
1" 0"
/`PRoVIDE SHIMS & EXP. SCALE: 112 " =1' -0" ��
BOLT TO WALL IT 2' -8" O.C.
T /WALL = +(14' -2 ")
*5 BARS
(4) 12" O.C.
4"'4" 10" 10" B"
T /BM.= (4) - *9 BARS
• • 20 "x24" GRADE BEAM
C.M.U. i 1 COVER 16 2"
CONT. DOVETAIL
ANCH. SLOT ® 2' -0" , *3 TIES ® 12" O.C.
O.C. T /FTG.= -3'-+"
5" BAR I i 5" BAR
• i •
i 6" BRICK LEDGE
3" COVER
+(7' -10") IDE
• xl' -0" DEEP
FOOTING
N GRADE BEAM BETWEEN CB -C1 & C8 -C6
' SECTIO
ilk
LAP 4 -2 W /QWLS
c.7
SEE BLOCKOUT WATERSTOP
� Q SCHEDULE FOR KEYWAY
F # � SIZE AND ORIENTATION *6 BARS ® 1' -0" O.C.
N OF BLOCKOUT IN TOP � ELEVATION VARIES
4^ b OF PIER. (SEE FOUNDATION PLAN)
NJ
2 - *7 HAIRPINS jL
vl IL U
5'-G" i *4
SECTION
SCALE: 11
Y
NORTH
12"
T /WALL VARIES
"4 BARS (9) 12" O.C.
*4 BARS (9) 12" O.C.
•
I
*3 BARS (4)
24" O.C.
• 1
*6 BARS
®12" O.C. • � CONT. DOVETAIL
ANCHOR SLOT
2' -0" O.C.
J" DIA. WEEP HOLES
-_.- 2' -0" O.C.
i
LAP *6 BARS
W /DWLS 4' -2" • � C.M.U.
i
"4 QWLS. x 1' -6"
® 12" O.C.
T /FTG. _ - (2' -01
2 " =1' -0"
CB
TIES
BLOCKOUT IN TOP OF
FOOTING FOR SHEAR
BAR. SEE BLOCKOUT
C.M.U. SCHEDULE FOR SIZES
' � ! AND ORIENTATION.
20" WIDE x 24" DEEP
GRADE BEAM
F _ J
- *9 BARS
Q
1 i " CLR
T /FTG.= - (3' -4 ")
*5 BAR *5 BAR
uj
•
-D
C2
26' sell
OU
•3 TIES ® 10" O.C.
o�
e a
' N � �•
3 - *11 BARS
r •
Y
NORTH
12"
T /WALL VARIES
"4 BARS (9) 12" O.C.
*4 BARS (9) 12" O.C.
•
I
*3 BARS (4)
24" O.C.
• 1
*6 BARS
®12" O.C. • � CONT. DOVETAIL
ANCHOR SLOT
2' -0" O.C.
J" DIA. WEEP HOLES
-_.- 2' -0" O.C.
i
LAP *6 BARS
W /DWLS 4' -2" • � C.M.U.
i
"4 QWLS. x 1' -6"
® 12" O.C.
T /FTG. _ - (2' -01
2 " =1' -0"
CB
TIES
BLOCKOUT IN TOP OF
FOOTING FOR SHEAR
BAR. SEE BLOCKOUT
C.M.U. SCHEDULE FOR SIZES
' � ! AND ORIENTATION.
20" WIDE x 24" DEEP
GRADE BEAM
F _ J
- *9 BARS
Q
1 i " CLR
T /FTG.= - (3' -4 ")
*5 BAR *5 BAR
uj
•
-D
C2
26' sell
OU
8 -* 5 BARS 5EE FOOTING SCHEDULE (CCU
FOR FOOTING SIZE &
Q REINFORCEMENT ; C5
T
GRADE BEAM BETWEEN CB -C1 & CB -C6 AT COLUMNS 20"
•3 TIES ® 10" O.C.
o�
e a
' N � �•
3 - *11 BARS
r •
T & B HOOK
TOP BARS AT
END
DETAIL ('1-'
SCALE: 112 " =1' -0"
'1
8 -* 5 BARS 5EE FOOTING SCHEDULE (CCU
FOR FOOTING SIZE &
Q REINFORCEMENT ; C5
T
GRADE BEAM BETWEEN CB -C1 & CB -C6 AT COLUMNS 20"
o CLR. "4 BARS ® 12" O.C. *6 BARS
® 12" O.C.
DOWELS 1' -6"
c 13" ® 12" O.C.
dJ
TOP OF HAIRPIN
® 12" BELOW 2' -6" 1' -3"
TOP OF PIER.
PILr- P2
SF— CTI0N SECTION 5
SCALE: 1 " =1' -0"
FOOTING SCHEDULE
MARK SIZE (WxLxT) �ACN WAIY G REMARKS
F3.0 3'- 0'x3'- 0 "xl' -0" 5 - "4
F3.5 3'- 6 "x3'- 6 "xl' -0" 4 - "5
F4.0 4 - "5
F4.5 4'- 6'x4'- 6 "x1' -0" 7 - "4
F5,0 5'- 0 "x5'- 0 "xl' -3" 5 - "5
F5.5 5'- 6 "x5'- 6 "xl' -3" 6 - "5
F6.0 6'- 0 "x6'- 0 "x1' -6' 6 - "6
F6.5 6'- 6 "x6'- 6`x1' -6" 6 - "6
F7.0 7'- 0 "x7'- 0 "xl' -9" 7 - "6
F7.5 7'- 6 "x7'- 6 "x2' -0" S - "6
F8.5 B'- 6 "x6'- 6 "x2' -0" 10 - • "6
F1<00 5'- 6 "x5'- 6 "x2' -0" 7 - "6
F101 6'- 0 "x6'- 0 "x2' -0" S - "6
F102 6'- 6 "x6'- 6 "x2' -0" 8 - "6
F103 3'- 6 "x3'- 6 "x1
N
53 SCALE: 1/2 -1 -0 53
SEE 1
52
8 - #! FOR LONG.
W12 - *3 WALL REINF. F.L.
TIES ® 12"
•
• t 4- *7VERT.
• + "5 ® 12"
8 - *7 *5
F
W/2 - -3 � Q
TIES ® 12"
C)
S - "7 DWI-5. T /FTG
a5
N
I
I
10" j 1' -2"
DETAIL 6 0
SCALE: 11
2 " =1' -0" G '�
. .a
"
N
a e
e ° N-I /-:Sz
8 - "5 BARS
HOOKED AT EA. END
* 4 TIES c - 1 "CLR.
SEE BLOCKOUT SCHEDULE FOR SIZE '
i ANO ORIENTATION OF BLOCKOUT IN
�N TOP OF PIER.
' *4 TIES
(TYP.)
� (S) - *5 BARS
NOTE:
COLUMN ANCHOR
BOLTS EXTEND
• INTO FOOTING.
PIED P3 (7) - #4 BARS EA. WAY
DETAIL
('-b
*3 BARS ® 2'�� C.
SCALE, 112 " =1' -0" ��S
KEYPLAN
NORTH COB
BLOCKOUT SCHEDULE
BLOCKOUT SIZE AND URIENTATIUN IN TOP OF PIE>2, >= 00TING, OR GRADE BEAM
COL. CB -C2 13" COL. CB -05 COL. CC -05
C2
•�� C 5
F
CB)
- CC
t 5 2" DEEP I
BLOCKOUT
i IN TOP OF 5" DEEP x 5" WIDE x 13"
5" TDEEP x 5" WIDE x 13" C5 GRADE BEAM LONG BLOCKOUT
LONG BLOCKOUT
COL. CD -C14, CE -C14 COL. CE -C4, CE -125 COL. CJ -C1, CJ -C2
C14 � 5" DEEP x 5" WIDE x 13" I 5^ DEEP x 5" WIDE x 13"
5" DEEP
x 5" WIDE x 13" LONG BLOCKOUT LONG BLOCKOUT
LONG BLOCKOUT
I - CE CJ
1
r
CSO
ARCHITECTS
INCORPORATED
ARCHITECTS
PLANNERS
INTERIOR DESIGNERS=
o cxmrxlGHr 1991
9100 KEYSTONE CROSSING
INDIANAPOLIS, INDIANA 46240
(317) 848 -7800
SCOPE DRAIMNGS
These dravinga hrrkate the gMarol scrape of
the propct in terms of ar hitecturai design
c cept, the dimMFlOrla of [he Dui!tling, the
major arahi2e<turai elements, and the tpe of
etructuraLmechanical and aiactrica( yeteme.
The drawings ao no! necessarily Ind!cate or
aeacribe all work required for full performance
anp aomaetiM o2 the reQuvements of the
Contract. On the Dosis of the 9Merai scope
intlicatsd or tlescriDetl, the trade ContraCtOr9
shall fumisn an items reQuiretl for the proper
esecution and complenon or :ne
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1i11ll/,�,,
NG
S TES
No. -
-� � 10943
STATE OF :• (,v
CERTIFIED BY
SHEET NO
S
3
)
OF SHEETS
FILE NO
NVC92065 \S3
N 3
SCALE: 1/2 " =1' -0"
® 12" O.C.
DOWELS 1' -6"
c 13" ® 12" O.C.
dJ
TOP OF HAIRPIN
® 12" BELOW 2' -6" 1' -3"
TOP OF PIER.
PILr- P2
SF— CTI0N SECTION 5
SCALE: 1 " =1' -0"
FOOTING SCHEDULE
MARK SIZE (WxLxT) �ACN WAIY G REMARKS
F3.0 3'- 0'x3'- 0 "xl' -0" 5 - "4
F3.5 3'- 6 "x3'- 6 "xl' -0" 4 - "5
F4.0 4 - "5
F4.5 4'- 6'x4'- 6 "x1' -0" 7 - "4
F5,0 5'- 0 "x5'- 0 "xl' -3" 5 - "5
F5.5 5'- 6 "x5'- 6 "xl' -3" 6 - "5
F6.0 6'- 0 "x6'- 0 "x1' -6' 6 - "6
F6.5 6'- 6 "x6'- 6`x1' -6" 6 - "6
F7.0 7'- 0 "x7'- 0 "xl' -9" 7 - "6
F7.5 7'- 6 "x7'- 6 "x2' -0" S - "6
F8.5 B'- 6 "x6'- 6 "x2' -0" 10 - • "6
F1<00 5'- 6 "x5'- 6 "x2' -0" 7 - "6
F101 6'- 0 "x6'- 0 "x2' -0" S - "6
F102 6'- 6 "x6'- 6 "x2' -0" 8 - "6
F103 3'- 6 "x3'- 6 "x1
N
53 SCALE: 1/2 -1 -0 53
SEE 1
52
8 - #! FOR LONG.
W12 - *3 WALL REINF. F.L.
TIES ® 12"
•
• t 4- *7VERT.
• + "5 ® 12"
8 - *7 *5
F
W/2 - -3 � Q
TIES ® 12"
C)
S - "7 DWI-5. T /FTG
a5
N
I
I
10" j 1' -2"
DETAIL 6 0
SCALE: 11
2 " =1' -0" G '�
. .a
"
N
a e
e ° N-I /-:Sz
8 - "5 BARS
HOOKED AT EA. END
* 4 TIES c - 1 "CLR.
SEE BLOCKOUT SCHEDULE FOR SIZE '
i ANO ORIENTATION OF BLOCKOUT IN
�N TOP OF PIER.
' *4 TIES
(TYP.)
� (S) - *5 BARS
NOTE:
COLUMN ANCHOR
BOLTS EXTEND
• INTO FOOTING.
PIED P3 (7) - #4 BARS EA. WAY
DETAIL
('-b
*3 BARS ® 2'�� C.
SCALE, 112 " =1' -0" ��S
KEYPLAN
NORTH COB
BLOCKOUT SCHEDULE
BLOCKOUT SIZE AND URIENTATIUN IN TOP OF PIE>2, >= 00TING, OR GRADE BEAM
COL. CB -C2 13" COL. CB -05 COL. CC -05
C2
•�� C 5
F
CB)
- CC
t 5 2" DEEP I
BLOCKOUT
i IN TOP OF 5" DEEP x 5" WIDE x 13"
5" TDEEP x 5" WIDE x 13" C5 GRADE BEAM LONG BLOCKOUT
LONG BLOCKOUT
COL. CD -C14, CE -C14 COL. CE -C4, CE -125 COL. CJ -C1, CJ -C2
C14 � 5" DEEP x 5" WIDE x 13" I 5^ DEEP x 5" WIDE x 13"
5" DEEP
x 5" WIDE x 13" LONG BLOCKOUT LONG BLOCKOUT
LONG BLOCKOUT
I - CE CJ
1
r
CSO
ARCHITECTS
INCORPORATED
ARCHITECTS
PLANNERS
INTERIOR DESIGNERS=
o cxmrxlGHr 1991
9100 KEYSTONE CROSSING
INDIANAPOLIS, INDIANA 46240
(317) 848 -7800
SCOPE DRAIMNGS
These dravinga hrrkate the gMarol scrape of
the propct in terms of ar hitecturai design
c cept, the dimMFlOrla of [he Dui!tling, the
major arahi2e<turai elements, and the tpe of
etructuraLmechanical and aiactrica( yeteme.
The drawings ao no! necessarily Ind!cate or
aeacribe all work required for full performance
anp aomaetiM o2 the reQuvements of the
Contract. On the Dosis of the 9Merai scope
intlicatsd or tlescriDetl, the trade ContraCtOr9
shall fumisn an items reQuiretl for the proper
esecution and complenon or :ne
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NG
S TES
No. -
-� � 10943
STATE OF :• (,v
CERTIFIED BY
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OF SHEETS
FILE NO
NVC92065 \S3
3
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OF SHEETS
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NVC92065 \S3