HomeMy WebLinkAbout961.98 Weston Shoppes - Overall Foundation Plan F1.1'ON INe S Lf
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VitroTN
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5
5'-0
1' -3"
5 *6 EJ(
I14" X 14--4"
4 *5 DOINELS
F2
5'
5'd.6"
i' -3"
6 *6 EA.
-4 I
3'-+4"
I =3"
6 *6 E.1 t
F4
6'-e..
6'-6"
N'-3*
6 *I L.W.
NOW
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4'-O•
1' -0"
4 *5 Ekt
NONE
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2 1 4 CONT.
WF2
2'-O'
CONT.
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2 *4 CONT.
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42"
2'd
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SGALE: I/16" 1 "_0"
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144'
OVAU OUNDATION PLAN
EZ
1 FINISH FLOOR ELEVATION 15 LOO' -O
2. TOP OP NEW PEDESTAL TO HE 6" SLOW FINISH Vtoo lt.
S. TOP OF NEW NA LL FOOTERS, TO ee 2 MELOW Ne?NISH FLOOR.
4. TOP OF NEH EXTERIOR COLUMN DOTING TO I3E 7-6' BELOW
FINISH FLOOR,
5. ALL DE"1E1`4510N5 5140,014 PERTAINNN6 TO EXIST NS
CONDITIONS SHALL, BE NL! IF$E'D IN THE FIELD.
6. IN THE CASE OP AN'T' 3 't GRZPCtzl!5 f tti'!!EH THE
DRAWINGS AND THE EXISTING CONDITIONS, THE
ARCHITECT SHALL PE NOTIFIED IMMEDIATELY.
1. ALL EXAMS SHALL CONFORM TO &STM A56.
b. ALL STEEL 'RJBE CCN1VMMS SNAL CONFORM TO
ASTM A5000, GRADE
4. PROVIDE HORIZONTAL FAIDOWNS IN AC,CORMAWE
WITH SJI SPECIFICATIONS.
10. QE546N LOADS:
LIVE LOAD:
DEAD LOAD:
HIND LOAD:
(HORIZONTAL)
HIND LOAD:
(vtRT1GAL,)
6ENERAL NOTES
5O PSF
k5 PSF
20 PSF
32 PSF
LEGEND
COLUMN LINE
METAL STUD AND !MICK VENEER WALL
6' TENANT 1 EHISM6 WALL
0 STEEL COLUMN MSEE FRAMIN FLAW
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