HomeMy WebLinkAbout05050050.8v4 v6 v7 v8
153' -0" (!5
62' -4"
15' -71W6" 571-8146"
24' -0" 18' -2" W-11%; 12' -6X6" 20' -0"
1' -0"
5 -1 %" , 7' -6" 3'—
25' -I 6"
7' -6"
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25' -6"
V9)( 1
3) (4
5) (6
61' -8"
1' -0" 17' -4" 24' -0"
19' -0" 6' -0" 12' -0" 6' -0"
9' -11" 2' -6"
0"
8
112' -10"
17' -4"
18' -8"
21' -6"
10
51' -2"
20' -0"
37' -2" 2' -6" 9' -7" 8' -0" 5' -6" 7' -6" 5' -6" 7' -10"
� � � I 8' -6� " � 8' -11 �•
11
11' -0"
16' -10"
18' -10"
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90-2" ABOVE, SEE 13/S402 41'-0" ABOVE, SEE 13/S402 10' -6" 10' -10" 40'-0" 8 —0
137' -0"
PLAN NOTES
1. ELEVATIONS (t), ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), 7. 18 "0 CONCRETE ENCASEMENT, FULL HEIGHT.
SEE CIVIL DRAWINGS. 8. SEE CIVIL DRAWINGS FOR ALL PERIMETER DRAIN TILE LOCATIONS AND
2. SEE S100 FOR GENERAL NOTES AND S401 FOR SCHEDULES. INFORMATION.
3. SEE ARCH DWGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR 9. SEE ARCH DWGS TO VERIFY RAISED SLAB AREA LIMITS AND RAMP
BLDG N 4. 4 FOUNDATION PLAN SHAM VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY SLOPES.
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. PILASTERS ARE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE.
SCALE: A" = 1' -0" 5. SEE S102 AND S104 FOR T/W AND T/P ELEVATIONS NOT SHOWN ON
0'1' 2' 4' 8' 16' THIS PLAN.
PLAN NORTH 6. AREAWAY BASE SLABS 4" THICK SLAB ON GRADE w/ 6x6 W1.4xW1.4
WWF OVER COMPACTED DRAINAGE FILL. SEE CIVIL DRAWINGS TO
COORDINATE UNDERSLAB DRAINS AND PENETRATIONS THROUGH WALLS
AND OR FOOTINGS. PROVIDE NOMINAL 4" DIA BLOCKOUT IN FTG AT
CENTER OF AREAWAY, FILL w/ COMPACTED DRAINAGE FILL.
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PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
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.��``pO NEY MSC
`` ��•��G� S7EQE�•.�i�'
No. `
860325
STATE OF
fi WONAUT
mnnn
mwmm_wwr
STI RURAL 81G M FOAM BICI®IS NATIONAL CONALTAHf9
1717 Ead 116M 9b"k S U 200 own, I I, - 46032
317- 3!0 -o4w wor maanerwp awn 317- 962 -406 r=
Developer:
P E D O 0 R
DEVELOPMENT CO.
U) Project:
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Issue Date Drawn By Checked By
02/28/05 njh JRH
Revisions:
MEI Project Number:
24187
Sheet Title:
BLDG NO. 4
FOUNDATION
PLAN
Sheet Number:
S1()1
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it)
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90-2" ABOVE, SEE 13/S402 41'-0" ABOVE, SEE 13/S402 10' -6" 10' -10" 40'-0" 8 —0
137' -0"
PLAN NOTES
1. ELEVATIONS (t), ARE FROM NOMINAL FIRST FLOOR ELEV +(0' -0 "), 7. 18 "0 CONCRETE ENCASEMENT, FULL HEIGHT.
SEE CIVIL DRAWINGS. 8. SEE CIVIL DRAWINGS FOR ALL PERIMETER DRAIN TILE LOCATIONS AND
2. SEE S100 FOR GENERAL NOTES AND S401 FOR SCHEDULES. INFORMATION.
3. SEE ARCH DWGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR 9. SEE ARCH DWGS TO VERIFY RAISED SLAB AREA LIMITS AND RAMP
BLDG N 4. 4 FOUNDATION PLAN SHAM VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY SLOPES.
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. PILASTERS ARE CENTERED UNDER COLUMNS UNLESS NOTED OTHERWISE.
SCALE: A" = 1' -0" 5. SEE S102 AND S104 FOR T/W AND T/P ELEVATIONS NOT SHOWN ON
0'1' 2' 4' 8' 16' THIS PLAN.
PLAN NORTH 6. AREAWAY BASE SLABS 4" THICK SLAB ON GRADE w/ 6x6 W1.4xW1.4
WWF OVER COMPACTED DRAINAGE FILL. SEE CIVIL DRAWINGS TO
COORDINATE UNDERSLAB DRAINS AND PENETRATIONS THROUGH WALLS
AND OR FOOTINGS. PROVIDE NOMINAL 4" DIA BLOCKOUT IN FTG AT
CENTER OF AREAWAY, FILL w/ COMPACTED DRAINAGE FILL.
a
d
I "o
O
N LO
�I
I I
N N
A
CIO
I N
'v� I
J
K
DL
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
\��� \ \\I1111111///���
.��``pO NEY MSC
`` ��•��G� S7EQE�•.�i�'
No. `
860325
STATE OF
fi WONAUT
mnnn
mwmm_wwr
STI RURAL 81G M FOAM BICI®IS NATIONAL CONALTAHf9
1717 Ead 116M 9b"k S U 200 own, I I, - 46032
317- 3!0 -o4w wor maanerwp awn 317- 962 -406 r=
Developer:
P E D O 0 R
DEVELOPMENT CO.
U) Project:
C)
0
W
wo_
Co
zQCU
_C:
d -
z �
61• J E
W L
U) _ U �
U
Issue Date Drawn By Checked By
02/28/05 njh JRH
Revisions:
MEI Project Number:
24187
Sheet Title:
BLDG NO. 4
FOUNDATION
PLAN
Sheet Number:
S1()1