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5" GONG. SLAB
HOUSEKEEPING PAD—/ OVER 4" GLEAN
i GRAVEL FILL, REINF.
O n n W/ #4 @12 "oc EA.
— WAY MID -DEPTH
17777777/ 11717777777=
I \�- 51
GENERATOR ENGL05URE PLAN
- 4 -
NOTES:
1) RE: GENERAL NOTES - STRUCTURAL ON 5HT. 50.1.
(I
J
CONTINUOUS 2x TREATED
YCOD BLOCKING W/Y2" GALV.
AB's @ 48 "oc (MAX.)
(2) - #4 CONT.
—BRICK VENEER W/ HORIZ.
JT, REINF. @ Ib "oc VERT.
(2) - #4 CONT.
G
W21 PER PLAN----'
v
3 THUS
30#
H55 Sx8x3/6" COL. W/ _
T /5TL EL.
i2'" CAP R, 3/4" BASE R., m
�
P
\ (4)- 3 /4 "cD AB's, AND
I" NON - 5HRINK GROUT
SHOWN FOR CLARITY
3 THUS
>
8" GMU W/ #5 @ 24 "oc
v
�\ FORMED PEDESTAL
3 TYP
n
XK
t;
T7
VERT. IN GROUTED VOID
9
10
8'-43/4" 8'-43/4"
12
13
T14
15
16
T /5TL EL.
H55 8x8x3/a" COL.
A15C FRAMED BM
CONN. (R = 28k)
>
IN21 BM
G
PER PLAN
8 "xi2 "xl3" GAP R
— 3x3xs4" CONT.
W/ (4)-3/4 "4) BOLTS
PLAN
v
8x8x%" COL.
T /5TL EL.
5ECTION
4 3x3x%4" CONT.-J A15C FRAMED BM
3/4"
CONN. (R : 6k)
5"
W21 BM PER PLAN
v
F
E
SECTION
,
1' -0" SI
— #5 DWL5 @ 24 "oc
0 -10
(2) - #4 CONT.
#4 @12 "oc EA. WAY MID -DEPTH
E
_A
>
Oo
v
GROUT FULL
D
—12" GMU, GROUT FULL
(2) - #4 CONT, BOT.
C
5ECTION
B
% 3 THUS
4'- O "x4' -O "x36" Op FTG
REINF. W! (6) - #4 EA. WAY „
z
T415 T/FTG EL. 8" BELOW x'00
FIN15H GRADE
cn f
CANOPY
ABOVE
CANOPY FOUNDATION PLAN
NOTES:
1) RE: GENERAL NOTES - 5TRUGTURAL ON 5HT. 50.1.
I" NON - 5HRINK GROUT
#3 ROUND TIES (3) @4 "oc
TOP, RMOR @ 10 "oc
1' -8" DIA.
a .
#4 @12 "oc EA. WAY T4B
3/4" CHAMFER
W21 PER PLAN----'
v
3 THUS
30#
H55 Sx8x3/6" COL. W/ _
T /5TL EL.
i2'" CAP R, 3/4" BASE R., m
�
P
\ (4)- 3 /4 "cD AB's, AND
I" NON - 5HRINK GROUT
SHOWN FOR CLARITY
3 THUS
>
20" DIA. 50NOTUBE-
v
�\ FORMED PEDESTAL
3 TYP
n
XK
t;
T7
in
9
10
8'-43/4" 8'-43/4"
12
% 3 THUS
4'- O "x4' -O "x36" Op FTG
REINF. W! (6) - #4 EA. WAY „
z
T415 T/FTG EL. 8" BELOW x'00
FIN15H GRADE
cn f
CANOPY
ABOVE
CANOPY FOUNDATION PLAN
NOTES:
1) RE: GENERAL NOTES - 5TRUGTURAL ON 5HT. 50.1.
I" NON - 5HRINK GROUT
#3 ROUND TIES (3) @4 "oc
TOP, RMOR @ 10 "oc
1' -8" DIA.
a .
#4 @12 "oc EA. WAY T4B
3/4" CHAMFER
W21 PER PLAN----'
v
30#
FELT JT.
T /5TL EL.
#4 @12 "oc EA. WAY
-- MID -DEPTH
A15C FRAMED BM
SHOWN FOR CLARITY
%4 "xlO "xl' -3" BENT R
>
v
v
A
EA. BM WEB
n
XK
t;
T7
in
5ECTION 2
3/4"
H55 5x8x3/6" COL
n A
nn
�o
`1e
�— FACE OF BLDG R
13 "x3/4 "x 13" BASE F
EL. 1074"
o— (4) -3/4" Ox2' -O" AB's (GALV.)
(b) - #5 VERT. DWI-5
30# FELT JT.
ALL- AROUND
1`
jAl / >1
EA. WAY T45
4' -O"
SECT ION r5
3/4" = I ° -O" 5I
EX15T'G SLAB
501L CAPABLE OF SAFELY
SUSTAINING 1500 P5F
A
W21 PER PLAN----'
Ti ROOF DECK PER PLAN
�Y-,%
T /5TL EL.
TOP FLANGE NOT
A15C FRAMED BM
SHOWN FOR CLARITY
%4 "xlO "xl' -3" BENT R
CONN. (R = 28k)
W/ (5)-3/4" 4 BOLTS TO
A
EA. BM WEB
n
SECTION
t;
T7
R
9
10
'11
12
13
T14
15
16
OPP.
HAND
a
v-
IIDE
OF Q
)E 300
.GM Ln
5TH
GaNOPY FRAMING PLAN ��■
NOTES:
1) RE: GENERAL NOTES - STRUCTURAL ON 5HT. 5.1.
2) ROOF DESIGN LIVE LOAD = 25 P5F.
3) T /5TL EL. = Ill' -II" (U.N.O.)
"'-- W21 PER PLAN
�0
N
IL
5v u 4 3x3x%4" CONT.
W21 PER PLAN----'
Ti ROOF DECK PER PLAN
�Y-,%
T /5TL EL.
TOP FLANGE NOT
A15C FRAMED BM
SHOWN FOR CLARITY
%4 "xlO "xl' -3" BENT R
CONN. (R = 28k)
W/ (5)-3/4" 4 BOLTS TO
EA. BM WEB
W21 BM W21 BM
SECTION
PER PLAN PER PLAN
4
4 3x3x%4" CONT. 4 3x3x%4" CONT.
3/4" = 1' -0" 51
�y2..
4 3x3x %4" CONT.
ROOF DECK PER PLAN
W/ (4) -3/4 "(P BOLTS
i
T /5TL EL.
H55 8x8x3/a" COL.
A15C FRAMED BM
CONN. (R = 28k)
IN21 BM
G
PER PLAN
8 "xi2 "xl3" GAP R
— 3x3xs4" CONT.
W/ (4)-3/4 "4) BOLTS
PLAN
LiviH55
8x8x%" COL.
T /5TL EL.
5ECTION
4 3x3x%4" CONT.-J A15C FRAMED BM
3/4"
CONN. (R : 6k)
5"
W21 BM PER PLAN
4 3x3x%4" CONT.
�0
N
IL
5v u 4 3x3x%4" CONT.
Ti ROOF DECK PER PLAN
T /5TL EL.
A15C FRAMED BM
CONN. (R = 28k)
W21 BM W21 BM
PER PLAN PER PLAN
4 3x3x%4" CONT. 4 3x3x%4" CONT.
H
8 "xi2 "xl3" GAP h_
W/ (4) -3/4 "(P BOLTS
i
H55 8x8x3/a" COL.
SECTION
5
3/4" _ I' -O" SI
G
5v2„
ROOF DECK PER
PLAN
T /5TL EL.
4 3x3x%4" CONT.-J A15C FRAMED BM
F
CONN. (R : 6k)
BM PER PLAN
W21 BM PER PLAN
4 3x3x%4" CONT.
E
SECTION
,
1' -0" SI
ROOF DECK PER PLAN 3x3x%4" CONT.
T /5TL EL.
�\
BM PER PLAN
4 I %2xl %2x3 /b° X- BRIDGING
@ 1/3 PT5 OF SPAN '
FACE OF EX15T'G BLDG
5ECTION e
17 1 19 20
21 1 22 1 23 1 24
ter:
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Carmel Specialty
Surgery Center
Tenant Improvement
Meridian Crossing First Floor
11590 N Meridian Street
Carmel, IN 46032
923 NE Woods Chapel Road, Suite 550
Lee's Summit, MO
v 866.700.3757 / f 866.760.3757
ISSUED FOR:
Zoning Review 4/20/2012
Site Improvements 5/23/2012
NEL
Q� o
PEI 7i
16<11
NAL
Gastinger
Walker
Harden
Architects
817 Wyandotte
Kansas City, MO 64105
816 421 8200 p
816 421 1262f
d es i g nwith i ns ig ht. co m
Electrical / Plumbing
PKMR Engineers
8801 Ballentine, Suite 200
Overland Park, KS 66214
913.492.2400 12437 fax
Mechanical
Wiegmann Associates, Inc.
750 Fountain Lakes Blvd.
St. Charles, MO 63301
314.409.3350
Structural
Bob D. Campbell & Co.
4338 Belleview
Kansas City, MO 64111
816.531.4144
Civil
Cripe Architects + Engineers
3939 Priority Way South Drive, Suite 400
Indianapolis, IN 46240
317.844.6777
Landscape
Vive Exterior Design
15325 Herriman Blvd.
Noblesville, IN 46060
317.773.9933
KEY PLAN
Drawn By EAO
Checked By SRC
Generator Enclosure and
Canopy Plans and Sections
S1
Project Number: 2012.105 Q Copyright 2012