HomeMy WebLinkAbout961.98 Weston Shoppes - Overall Floor Plan A1.1.Door 94Intedu Iss
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BUIU3INCI ACIENCY SURPAITTAL
mAy 20, rettlt
CONSTRUCTION RIO/ISSE
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*MAN 5922$ MIR
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$4,
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1 ovetwo =P 1 01454f.AD STOP
1 SET WAIVERS/RIP 1 SET .1F_ATIIERSTRIP
1 711Rr5440fLD 1 1RE5HOLD
1 VRIP GAP I IMP GAP
1 SWIM 5/44,
ErTEL ALL MFRS* DOOR LOCKS IV BE 1t4 ACCORDA*2)11111
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WV IOC AND ALL HARDWARE SHALL tiEET RE32.11RD1ENTS OF T
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APER1GAN5 KIN Dt5A8ILMES A.T.
NOTE: ALL 1,00IR SELECTIONS Afte TO SE APROVELP l!Pe "11.4E OWNER
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.1•1••• 50.11•1•••
oveRALL FLOOR PLAN 52,600 S.F.
5GALE: 1/16"
4. FINISH FLOOR ELEVATION 15 100*-0*.
2. TOP OF NEW PEDESTAL TO EE BELOW FINISH FLOOR.
5. TOP OF tf5.1 WALL FOOTINE, TO 19E 2'-6" EFLOW FINISH FLOOR.
4. TOP c5 NEW EXTERIOR COLUMN F-OOTINS TO BE 2-6" BELOW
FINISH FLOOR.
5. ALL P-ENSIONS SHOWN PERTAININS TO EXISTIN:9
CONDITIONS SHALL SE VERIFIED IN /HE FIELD.
6. IN THE CASE OF ANY rmscreffsemves BETWEEN THE
DRAWINGS AND THE EXISTING CONDITIONS, THE
ARCHITECT SHALL BE NOT1PIED IMMEDIATELY.
1. ALL BEAMS SHALL CONFORM TO A5TM A36.
6. ALL STEEL nee GoLumNs SHALL CONFORM TO
ASTM A500, GRADE 13a•
cl, PROVIDE HORIZONTAL BRID4914S IN ACCORDANCE
WITH 5J1 SPECIFICATIONS.
10.
LIVE LOAM
DEAD LOADT
HIND LOAD:
(HORIZONTAL)
WIND LOAD:
NERTICAL)
Letsev,
COLUMN LINE
il itit t tr. ote METAL STUD AND BRICK VENEER WALL
6" TENANT DEMISINIS WALL
0 STEEL COLUMN (see FRAMINS PLAN)
t.
.40
4;:■1•
[L.9
re6N Lx26125„.
6ENRAL NOTES
30 PSF
15 PSF
20 P5F
32 PP
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DRAWING IIINVIFW issue
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A
A
BUIU3INCI ACIENCY SURPAITTAL
mAy 20, rettlt
CONSTRUCTION RIO/ISSE
A
A
A
A 1
A
per DATE TN!
*MAN 5922$ MIR
PLOT SCAM 10014410r,
40. Ito. I JIS
5•5
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4-
1
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1
L .11••■ 41. ••••••■•••••••0 ,111••■•• esel•■•••=,•OM
e5)
:55
roc
c]
.1•1••• 50.11•1•••
oveRALL FLOOR PLAN 52,600 S.F.
5GALE: 1/16"
4. FINISH FLOOR ELEVATION 15 100*-0*.
2. TOP OF NEW PEDESTAL TO EE BELOW FINISH FLOOR.
5. TOP OF tf5.1 WALL FOOTINE, TO 19E 2'-6" EFLOW FINISH FLOOR.
4. TOP c5 NEW EXTERIOR COLUMN F-OOTINS TO BE 2-6" BELOW
FINISH FLOOR.
5. ALL P-ENSIONS SHOWN PERTAININS TO EXISTIN:9
CONDITIONS SHALL SE VERIFIED IN /HE FIELD.
6. IN THE CASE OF ANY rmscreffsemves BETWEEN THE
DRAWINGS AND THE EXISTING CONDITIONS, THE
ARCHITECT SHALL BE NOT1PIED IMMEDIATELY.
1. ALL BEAMS SHALL CONFORM TO A5TM A36.
6. ALL STEEL nee GoLumNs SHALL CONFORM TO
ASTM A500, GRADE 13a•
cl, PROVIDE HORIZONTAL BRID4914S IN ACCORDANCE
WITH 5J1 SPECIFICATIONS.
10.
LIVE LOAM
DEAD LOADT
HIND LOAD:
(HORIZONTAL)
WIND LOAD:
NERTICAL)
Letsev,
COLUMN LINE
il itit t tr. ote METAL STUD AND BRICK VENEER WALL
6" TENANT DEMISINIS WALL
0 STEEL COLUMN (see FRAMINS PLAN)
t.
.40
4;:■1•
[L.9
re6N Lx26125„.
6ENRAL NOTES
30 PSF
15 PSF
20 P5F
32 PP
lo
fp V
sa.4
graktiQ