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84' - 0"
11 13
47' - 9"16' - 9 1/z 14' -41/4 " 14' - 8 1/4 1 19'- 10 1/2" 1 24'- 1" 1 5' - 6 7/8" 1 6' - 8" 1 3'- 4" 1 10' - 8 1/8" 1 5' - 4"
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9'- 8 1/2" 1' - 5 1/2" 1
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+99'- 4' +99' - 4'
0-4 i 4" SLAB -ON -GRADE W/ WWF z �1
i 1 1 1 6X6 W2.9XW2.9 OVER VAPOR 10
T/FTG= +98' - 0"Q ___. _ RETARDER & 6" COMPACTED 1 1 1 1
AGGREGATE BASE. PROVIDE
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+99'- 4" +99'- 4' T/SLAB=+100 0 T
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l COPYRIGHT Aspen Group, Inc. C 2009
S-201 1�
I
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1 1
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FOOTING SCHEDULE - 2400 PSF SOIL BEARING f = 3000 psi
COLUMN SCHEDULE
MARK
SIZE
BASE PLATE
REINFORCING (GRADE 60)
3
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C3
HSS3x3x1/4
BASE PLATE - SEE 7/S-202
C5
HSS5x5x5/16
BASE PLATE -SEE 4/S-501
C6
HSS6x6x3/8
BASE PLATE - SEE 4/S-501
C8
HSS8x8x1/2
BASE PLATE - SEE 4/S-501
C8A
HSS8x8x1/2
BASE PLATE - SEE 22/S-501
C12B
HSS12x12x5/8
BASE PLATE - SEE 17/S-501
C14
HSS14x14x5/8
BASE PLATE - SEE 4/S-501
C14B
HSS14x14x5/8
BASE PLATE - SEE 17/S-501
C18
W18x76
BASE PLATE - SEE 1/S-506
FOOTING SCHEDULE - 2400 PSF SOIL BEARING f = 3000 psi
FTG MARK
L
W
THK
REINFORCING (GRADE 60)
3
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W
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F4
4'- 0"
4'- 0"
1'-3"
5 - #5 EA WAY
F4-6
6'- 0"
4'- 0"
1'-3"
5 - #6 LONG; 7 - #6 LAT
F5
5' - 0"
5'- 0"
1'-3"
6 - #5 EA WAY
F6
6'- 0"
6' - 0"
1'-3"
7 - #6 EA WAY
F6-10
6'- 0"
10' - 0"
1'-3"
7-#8 LONG; 11 - #8 LAT
F6A
6' - 0"
6'- 0"
2'-6"
7 - #6 EA WAY
F7
T- 0"
7' - 0"
1'-4"
8 - #6 EA WAY
F7A
T- 0"
7'- 0"
1'-4"
8 - #6 EA WAY TOP & BOTT
F10
10' - 0"
101-01,
2'-0"
11 -#8 EA WAY
FOUNDATION PLAN - AREA "D"
1/8" = 1'-0"
NO ES:
1. TIFTG = +98'-0" LINO
2. T/PIER = +99'-4" LINO
3. ELEVATION = +100'-0" = +864.00' MSL
4. * VERIFY DIMENSION W/ ARCH
5. SEE 14/S-201 FOR PIER DIMENSIONS & REINFORCING
KEYPLAN
PLAN NORTI
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