HomeMy WebLinkAbout170424_Midtown Carmel Office Bld_Structural DrawingsUP
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105' - 6"
39' - 0"25' - 0"39' - 0"190' - 0"10' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"F5
F7
F3812
F6
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F8
F8
F8
F8
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F8F8
F7
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F8
F8
F8
F8
F7
F5
F9 F9
F9 F9
F9
F9
F4516
MAT01
SOG04P
T/SLAB +100' - 0"
1
S407TYP2
S407
3
S407
4
S407
S403
9
S403
8
S403
7
5
S407TYP6
S407
9
S405
11
S405
12
S405
S403
5
D.1
2/ S501
1/ S5013/ S501
2' - 6"1' - 10"CW14WF48R6' - 0"8' - 0"11' - 0"
13
S405
W12X22
+96' - 2"
CW24
CW24T/F +92' - 0"
T/F +92' - 0"
WF48R
WF48R
T/F +95' - 0"CW14WF48RT/F +92' - 0"
T/F +92' - 0"
WF24
WF24
CW10
CW14WF30HSS12X4X5/16
HSS12X4X3/8
HSS12X4X5/16
(VERIFY)
5' - 8"
WF24
CW14
WF30
WF48R
CW14
T/F +94' - 0"
P28 T/P +99' - 4"
P28
T/F +94' - 0"
T/P +99' - 4"
T/P +99' - 4"
T/F +94' - 0"
P28
P28 T/P +99' - 4"
T/F +94' - 0"
P28 T/P +99' - 4"
T/F +94' - 0"
P28 T/P +96' - 4"
T/F +95' - 0"
P28 T/P +96' - 4"
T/F +95' - 0"
P28 T/P +96' - 4"
T/F +95' - 0"
WF48R T/F +95' - 0"
T/F +94' - 0"
T/F +94' - 0"
CW14
T/F +94' - 0"P28
F6
T/P +99' - 4"
T/F +94' - 0"
CW14
T/F +94' - 0"T/F +94' - 0"T/F +94' - 0"WF30
CW14CW14
WF30WF30
P28 T/P +99' - 4"
T/F +94' - 0"
P28
T/F +94' - 0"
T/P +99' - 4"
T/F +94' - 0"
P5252P40
T/P +99' - 0"T/P +99' - 0"
SEE CIVIL DRAWINGS FOR
RETAINING WALL
FOUNDATION THIS AREA
P28 T/P +99' - 4"
T/F +98' - 0"
P28 T/P +99' - 4"
T/F +98' - 0"T/F +98' - 0"P28 T/P +99' - 4"
T/F +98' - 0"
P28 T/P +99' - 4"
T/F +98' - 0"
P28 T/P +99' - 4"
T/F +98' - 0"
P28 T/P +99' - 4"
T/F +98' - 0"
P28 T/P +99' - 4"
T/F +98' - 0"
P5252
T/P +99' - 0"
P5252 T/P +99' - 0"
P28 P28 T/P +99' - 4"
T/F +94' - 0"
T/P +99' - 4"
T/F +94' - 0"T/F +95' - 0"T/F +95' - 0"
T/F +95' - 0"CW8T/F +95' - 0"T/F +95' - 0"WF48R
CW14
SOG4P (FUTURE)
SOG4P (FUTURE)
SOG4P (FUTURE)
T/F +98' - 0"T/F +98' - 0"
T/F +99' - 4"T/F +99' - 4"
T/F +98' - 0"
T/F +98' - 0"
SOG04P
T/SLAB +97' - 0"
F9
P28
T/F +99' - 4"
T/F +95' - 0"
CW10
T/SLAB +92' - 0"
CW8
CW8CW8 CW8CW8
CW8F4516
CW8CW8 CW8WF24 WF24T/F +94' - 0"
SOG04P
T/SLAB +98' - 6"
9
S405
9
S405
1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"
1' - 0 1/8"16' - 5 1/8"7' - 6 3/4"
HSS12X4X3/8
T/LDG +95' - 4"T/LDG +96' - 8"T/LDG +98' - 8"
T/LDG +98' - 8"
T/LDG +95' - 4"
T/LDG +95' - 4"
T/LDG +95' - 4"
T/LDG +95' - 4"
T/LDG +95' - 4"
T/LDG +96' - 8"
T/LDG +95' - 2"
T/LDG +96' - 8"
T/LDG +98' - 8"
T/LDG +98' - 8"
T/LDG +98' - 8"
CW24S403
6
NOTE: COORDINATE LEDGE STEPS
WITH FINAL SITE AND
ARCHITECTURAL PLANS.
F4
P20 T/P +96' - 4"
T/F +94' - 0"
F4
P20 T/P +96' - 4"
T/F +94' - 0"
F4
P20 T/P +96' - 4"
T/F +94' - 0"12' - 5"9' - 3"8' - 4"33' - 10"8' - 4"3.4
3.6
E
4' - 3"
1' - 9"
F7
S412
SEE ARCH
FOR EXTENTS
OF RECESSED
SLAB THIS
AREA
SEE ARCH
FOR EXTENTS
OF RECESSED
SLAB THIS
AREA
5' - 9"13' - 6"8' - 7 1/8"
8' - 7 1/8"
B/WALL
7
S407
PROVIDE 3/8x4"x8" EMBEDS w/(2) 1/2"x4"
HS AT EA STAIR STRINGER ATTACHMNET
POINT IN WALL AND SLAB. COORDINATE
LOCATIONS AND ELEVATIONS w/ STAIR
SHOP DRAWINGS.
COORDINATE OFFSETS
WITH FINAL GEOMETRY ON
ARCHITECTURAL F/WALL10' - 0"4
4
4 CW10CW10
WF30
WF30SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S101
FOUNDATION
PLAN
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE: 1/8" = 1'-0"
FOUNDATION PLAN
FOUNDATION PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL
DRAWINGS.
2. SEE S401 FOR GENERAL NOTES AND SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. TOP OF FOOTING (T/F) -2'-0", UNO.
5. TOP OF PIERS (T/P) -0'-8", UNO.
PLAN NORTH
0 1'4'8'16'2'
1
1
1
2
2
2
3
4
# DESCRIPTION DATE
1 Addendum 01 2017-03-13
2 Addendum 02 2017-04-03
3 Addendum 03 2017-04-12
4 Addendum 04 2017-04-17
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8W21X44W12X16+114' - 10"W12X16
+114' - 10"
W12X16
W12X16
W12X16
W12X16
+114' - 10"
W12X16
+114' - 10"W21X68+114' - 10"105' - 6"
39' - 0"25' - 0"39' - 0"190' - 0"10' - 0"30' - 0"30' - 0"30' - 0"30' - 0"6 EQ SPA = 30' - 0"30' - 0"+114' - 10"
+114' - 10"
+114' - 10"S02T/SLAB +115' - 4"9
S408
1
S408
5
S408
3
S409
1
S409
2
S409
TYPPIER &CANOPY12
S408
10
S408
4
S409
12
S405
11
S405
8
S408
2
S408
3
S408
4
S408
PIERWALLWINDOWWALLWINDOW6
S408
PIER7
S408TYP WINDOW11
S408
D.1
W18X35W18X35W24X55W24X68W24X62W14X22W24X55W12X22
W12X22
W24X68+115' - 6"W24X55W24X55W27X94W21X48W27X94W24X68+115' - 6"W24X55W24X55W10X12W12X16W10X12W14X22W24X6818LH0618LH0624LH0824LH0824LH0824LH0824LH0824LH0824LH08S02
2/ S501
1/ S5013/ S501W10X12
W10X12W10X12W10X12W10X12W10X12W10X12W10X12W10X12W14X22W10X12W10X12W10X12W10X12W10X12W18X3510' - 6 1/2"9' - 2 1/2"8' - 5 1/2"24LH07
24LH07
24LH07
24LH07
24LH07
24LH0724LH07
24LH0724LH07
24LH0724LH0724LHSP11' - 9 1/2"(FRAME)
(FRAME)(FRAME)W24X682' - 6"
W24X131
+115' - 1"
W21X57
+115' - 1"
W24X131
+115' - 1"
W24X94
+115' - 1"
W21X62
+115' - 1"
W24X94
+115' - 1"
W10X12
W18X35
W24X131
+115' - 1"
W21X57
+115' - 1"
W24X131
+115' - 1"
W24X131
+115' - 1"
W21X57
+115' - 1"
W24X131
+115' - 1"
W24X146
+115' - 1"
W24X131
+115' - 1"
W24X146
+115' - 1"
W21X55
+115' - 1"
W24X131
+115' - 1"
W21X44
+115' - 1"
W21X55
+115' - 1"
W30X148
+115' - 1"
W24X62
+115' - 1"
W30X132
+115' - 1"
13
S408
W10X12W18X35WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25
WT8X25 W18X35W18X35W18X35W18X353 EQ SPA = 30' - 0"3 EQ SPA = 30' - 0"3 EQ SPA = 30' - 0"3 EQ SPA = 30' - 0"3 EQ SPA = 30' - 0"2' - 0"26' - 0"2' - 0"6' - 3"4' - 0"7 EQ SPA = 35' - 0"5 EQ SPA = 25' - 0"4' - 0"7 EQ SPA = 35' - 0"W12X16W ALL12k12k67k 40k 40k 73k
31k28k33k23k30k
30k
69k 36k 32k 73k
19k12k54k 54k 32k 32k 56k 54k
12k10k10k12k28k28k69k 63k
10k10k28k28k69k 85k
53k53k69k 69k
28k12k13k41k 41k
12k16k69k67k 16k18k18k10k10k4' - 1"EOS7 1/2"EOS1' - 2"EOS
1' - 2"EOS1' - 2"EOS
1' - 2"28k69k 67k
28k28k69k 67k
28k28k48k 47k
32k 31k 12k21k41k 41k
12k12k69k67k 18k18k12k12k42k 42k
12k12k69k67k 18k18k12k12k43k 48k 48k47k 18k23k 26k 32k31k21k21kEOS
3 3/4"
4' - 10"
EOS
4"
0" EOS EOS1' - 1"EOS3"EOS3"12' - 5 3/4"
EOS
1' - 4 1/4"
1' - 2 1/4" EOS
W10X12EOS2 1/2"HSS12x4x5/16 ELEVATOR RAIL
COLUMN (4 PER FLOOR TYP)
COORDINATE LOCATIONS WITH
ELEVATOR SUPPLIER
EOS4"EOS
1' - 1"EOS4"5
S409
6
S409
7
S409
6
S409
8
S409
HSS5X5X3/8
DECK SUPPORT
7' - 1"
4
S409
5
S409
6
S409
EOS
1' - 2"EOS1' - 2"0" EOS
2
S409
3
S409PIER &CANOPYTYPRD02RD02RD02RD02RD02W12X30+109' - 1"W12X30+109' - 1"WT6X25
WT6X25
WT6X25
WT6X25
WT6X25
W12X30
+108' - 0 11/16"
1' - 9"
5' - 7"6"2' - 6 3/8"RD0229' - 7"9' - 3"1' - 11"W12X30+109' - 1"W12X30+109' - 1"W12X30
+109' - 1"
W12X30
+109' - 1"
WT6X25
WT6X25
WT6X25
WT6X25WT6X25WT6X25WT6X25WT6X25WT6X25WT6X25
WT6X25
W12X30
+108' - 0 11/16"
5' - 0"
TYP W12X30+109' - 1"W10X12 +109' - 1"WT6X25
9' - 6"11' - 7 1/4"3.4
3.6
E
F
1' - 9"
4' - 3"12' - 4 3/4"8' - 4"7
S412EOS3 1/4"EOS
9"
4' - 9"4' - 1"L6X6X5/16BELOWL6X6X5/16 BELOW
EOS
1' - 2"EOS1' - 2"W18X35W12X22
W18X3518LH0618LH06SEE S201
FOR SHAFT
11k11k20k
13k12' - 7 3/4"W10X124" EOS4" EOS
4" EOS EOS1' - 11 1/2"EOS8"W18X40W12X22
W12X22
W10X12W10X12W10X12W10X12SEE S201
FOR SHAFT
L5x4x1/4 FRAME BELOW DECK
FOR FUTURE OPENINGS
17k11kW18X40TYP
4" EOS
6' - 5 1/2"17' - 10 1/2"8"2' - 0"6' - 5 1/2"4' - 3"18LH0518LH0518LH05FUTURE CHASEBELOWL6X6X5/1630'-0".
LOAD DL Max Total k/ft
W1 0.410 0.750 1.160
W2 0.410 0.250
24LHSP1
10'-0".20'-0".
W1 W2
k/ft LL k/ft
0.735
PL k/ft
0.075
DL = Dead Load
LL = Live Load
PL = Partition Load
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
JRH & CRR
2017-02-28
S201
SECOND FLOOR
FRAMING PLAN
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE: 1/8" = 1'-0"
SECOND FLOOR FRAMING PLAN
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL
DRAWINGS.
2. SEE S401 FOR GENERAL NOTES AND SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. T/STL ELEV +115'-6" (UNO).
6. JOIST BRG ELEV +115'-1" (UNO).
PLAN NORTH
0 1'4'8'16'2'
SCALE:S201 3/4" = 1'-0"
2JOIST LOAD DIAGRAM - 24LHSP1
1
2
2
2
2
2
2
2
2 2
2
# DESCRIPTION DATE
1 Addendum 01 2017-03-13
2 Addendum 02 2017-04-03
UPUP
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105' - 6"
39' - 0"25' - 0"39' - 0"190' - 0"10' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"D.1
W24X146
+129' - 1"W18X35W18X35W24X55W10X12
W21X55
+129' - 1"
W24X131
+129' - 1"W24X55W24X55W21X44
+129' - 1"W12X16W14X22W12X22
W12X22
W24X55W24X55W24X55W27X94W21X48W27X94W24X55W14X22 W24X55W10X12W12X16W10X12W14X22W24X5518LH0618LH0624LH0824LH0824LH0824LH0824LH0824LH0824LH08S02W10X12
W10X12W10X12W10X12W10X12W10X12W10X12W10X12W10X12W14X22W10X12W10X12W10X12W10X12W10X12W10X12W10X1210' - 6 1/2"9' - 2 1/2"8' - 5 1/2"24LH07
24LH0724LH07
24LH0724LH07
24LH0724LH07
24LH0724LH07
24LH0724LH0724LHSP11' - 9 1/2"(FRAME)
(FRAME)(FRAME)W24X552/ S501
1/ S5013/ S501
2' - 6"W24X55W30X148
+129' - 1"
W24X62
+129' - 1"
W30X132
+129' - 1"
W24X146
+129' - 1"
W21X55
+129' - 1"
W24X131
+129' - 1"
W24X131
+129' - 1"
W21X62
+129' - 1"
W24X131
+129' - 1"
W24X131
+129' - 1"
W21X62
+129' - 1"
W24X131
+129' - 1"
W24X131
+129' - 1"
W21X62
+129' - 1"
W24X131
+129' - 1"
W24X94
+129' - 1"
W21X62
+129' - 1"
W24X94
+129' - 1"W18X35EOS1' - 1"W24X55EOS
3 3/4"12k12k67k 40k 40k 73k
31k28k33k23k30k30k
67k 36k 32k 73k
19k12k54k 54k 32k 32k 56k 54k
12k10k10k12k18k18k69k 63k
10k10k18k18k69k 85k
18k18k69k 67k
18k12k13k41k 41k
12k16k69k67k 16k18k18k18k69k 67k
18k18k69k 67k
18k18k48k 47k
32k 31k 12k21k41k 41k
12k12k69k67k 18k18k12k12k42k 42k
12k12k69k67k 18k18k12k12k43k 48k 48k47k 18k23k 26k 32k31kEOS4"EOS
1' - 1"
0" EOS EOS2"EOS1' - 8"EOS
1' - 2"
EOS
1' - 2"EOS8"EOS
1' - 2"4' - 1"EOS1' - 1 1/2"0" EOS
10k10k4' - 0"7 EQ SPA = 35' - 0"5 EQ SPA = 25' - 0"4' - 0"7 EQ SPA = 35' - 0"
12' - 5 3/4"W10X1212
S405
11
S405
4' - 10"
EOS
1' - 4 1/4"
1' - 3" EOS
EOS2 1/2"EOS
4"
HSS12x4x5/16 ELEVATOR RAIL
COLUMN (4 PER FLOOR TYP)
COORDINATE LOCATIONS WITH
ELEVATOR SUPPLIER
L6x4x3/8 LLV COPED OVER
JOISTS WHERE STAIR
STINGERS BEAR ON SLAB
8' - 11"EOS8"8
S409
6
S409
6
S409
5
S409
4
S409
7
S409 EOS3"4
S409
5
S409
6
S409
4' - 9"4' - 1"
SEE S201
FOR SHAFT
SEE S201
FOR SHAFT
SEE S201
FOR SHAFT
14
S408
W18X4018LH0518LH0518LH05W18X40W12X22
W12X22
W10X12W10X12W10X126' - 5 1/2"4' - 3"6' - 5 1/2"17' - 10 1/2"8"2' - 0"
L5x4x1/4 FRAME BELOW DECK
FOR FUTURE OPENINGS
TYP
4" EOS11k 11k12k
17kW18X3518LH0618LH06W18X3513k20kW12X22 W10X1211k11k 4' - 8"8" EOSEOS1' - 11 1/2"4" EOS4" EOS
4" EOS
12' - 7 3/4"
EOS
1' - 2"
EOS
9"EOS1' - 2"3 1/4" EOSHSS5x5x3/8 DECK
SUPPORTFUTURE CHASESS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S202
THIRD FLOOR
FRAMING PLAN
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE: 1/8" = 1'-0"
THIRD FLOOR FRAMING PLAN
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL
DRAWINGS.
2. SEE S401 FOR GENERAL NOTES AND SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. T/STL ELEV +129'-6" (UNO).
6. JOIST BRG ELEV +129'-1" (UNO).
7. SEE S201 FOR SECTION CUTS.
PLAN NORTH
0 1'4'8'16'2'
2
2
2
2
2
# DESCRIPTION DATE
2 Addendum 02 2017-04-03
UP
DN
UP
DN
A B C D
1
2
3
4
5
6
7
8
105' - 6"
39' - 0"25' - 0"39' - 0"190' - 0"10' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"W18X40W18X40W24X55W24X55W24X55W21X44W12X16
W14X22W24X55W12X22
W12X22
W24X55W24X55W24X55W24X55W27X94W21X48W27X94W24X55W14X22 W24X55W10X12W12X16W10X12W14X22W24X10418LH0618LH0624LH0824LH0824LH0824LH0824LH0824LH0824LH08S02
D.1
W10X12W10X12W10X12W10X12W10X12W10X12W10X12W10X12W10X12W14X22W10X12W10X12W10X12W10X12W10X12W10X12W10X1210' - 6 1/2"9' - 2 1/2"8' - 5 1/2"24LH07
24LH0724LH07
24LH07
24LH0724LH07
24LH0724LH07
24LH0724LH0724LHSP11' - 9 1/2"(FRAME)
(FRAME)(FRAME)2/ S501
1/ S5013/ S501
2' - 6"
W30X173
+143' - 1"
W24X146
+143' - 1"
W21X55
+143' - 1"
W24X131
+143' - 1"
W24X68
+143' - 1"
W27X146
+143' - 1"
W24X146
+143' - 1"
W21X55
+143' - 1"
W24X131
+143' - 1"
W24X131
+143' - 1"
W21X62
+143' - 1"
W24X146
+143' - 1"
W24X131
+143' - 1"
W21X62
+143' - 1"
W24X131
+143' - 1"
W24X131
+143' - 1"
W21X62
+143' - 1"
W24X131
+143' - 1"
W24X94
+143' - 1"
W21X62
+143' - 1"
W24X94
+143' - 1"W24X55W10X12EOS1' - 1"EOS3"EOS
3 3/4"
+143' - 1"
0" EOS
EOS4"EOS
1' - 1"
0" EOS EOS4"EOS1' - 2"EOS
1' - 2"
EOS
1' - 2"EOS1' - 2"EOS
1' - 2"4' - 1"EOS7 1/2"W18X4060k 60k 36k 36k 63k 63k
12k12k14k14k12k12k23k23k69k 67k 38k 38k 73k 63k
34k32k14k14k33k23k23k23k31k30k
59k 73k 37k 32k 73k 85k
19k12k44k39k76k 89k
23k23k69k 67k
23k23k69k 67k
23k23k48k 47k
32k 31k 12k13k41k 41k
12k16k69k67k 16k18k18k12k21k41k 41k
12k12k69k67k 18k18k12k12k42k 42k
12k12k69k67k 18k18k12k12k43k 48k 48k47k 18k23k 26k 32k31k10k10k4' - 0"7 EQ SPA = 35' - 0"5 EQ SPA = 25' - 0"4' - 0"7 EQ SPA = 35' - 0"
12' - 5 3/4"W10X1211
S405
4' - 10"
1' - 3" EOS
EOS
1' - 4 1/4"
1' - 3" EOS
EOS2 1/2"HSS12x4x5/16 ELEVATOR RAIL
COLUMN (4 PER FLOOR TYP)
COORDINATE LOCATIONS WITH
ELEVATOR SUPPLIER
EOS
4"16' - 5"3' - 4 1/8"5' - 3 1/4"1' - 5 1/4"15' - 4 1/4"1' - 0 3/4"9' - 8 5/8"W24X62W24X55W12X16
W12X16W12X16W12X16W12X16W12X16W10X12W16X269" EOS6" EOS 5 7/8" EOS6 " E O S
6
"
E
OS5
S408SIM EOS1' - 2"8
S409
6
S409
6
S409
4
S409
7
S409
5
S409
12
S405
6
S409
6
S409
4
S409
5
S409
6
S409
5
S409 SIM40k 40k
1
8
k
1
8
k
4' - 9"4' - 1"
SEE S201
FOR SHAFT
SEE S201
FOR SHAFT
SEE S201
FOR SHAFT W18X40W10X12W10X12W10X12W10X12W12X22
W12X22 W18X35W18X4018LH0518LH0518LH0518LH0618LH0624LH07W12X22 W10X12W18X3513k20k11k11k EOS1' - 11 1/2"EOS8"EOS4"EOS
4"
EOS
4"
6' - 5 1/2"17' - 10 1/2"8"2' - 0"6' - 5 1/2"4' - 3"L5x4x1/4 FRAME BELOW DECK
FOR FUTURE OPENINGS
EOS TYP
4"17k11k11k12k
9
S409
12' - 7 3/4"
HSS5x5x3/8 DECK
SUPPORTFUTURE CHASESS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S203
FOURTH FLOOR
FRAMING PLAN
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE: 1/8" = 1'-0"
FOURTH FLOOR FRAMING PLAN
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL
DRAWINGS.
2. SEE S401 FOR GENERAL NOTES AND SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
5. T/STL ELEV +143'-6" (UNO).
6. JOIST BRG ELEV +143'-1" (UNO).
7. SEE S201 FOR SECTION CUTS.
PLAN NORTH
0 1'4'8'16'2'
2
2
2
2
2
# DESCRIPTION DATE
2 Addendum 02 2017-04-03
A B C D
1
2
3
4
5
6
7
8
105' - 6"
39' - 0"25' - 0"39' - 0"190' - 0"10' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"S01
RD01RD01
1
S411
D.1
2' - 6"
1
S410
2
S410
3
S410
5
S410
6
S410
7
S410
8
S410
9
S410
2
S411
2/ S501
1/ S5013/ S501
20K3
20K320K3
20K320K3
20K320K3
20K320K3
20K3
10K1
W21X44
+158' - 9 1/2"
W16X31
+158' - 9 1/2"
W21X57
+158' - 9 1/2"
W24X55 +159' - 4"W14X22+159' - 0"W14X22+159' - 0"W14X22W14X22+159' - 0"W21X62
+158' - 9 1/2"
W21X55 +159' - 4"W24X62
+158' - 9 1/2"W21X44+159' - 4"W14X22W12X19+159' - 4"W12X19+159' - 4"W12X19+159' - 4"W12X19+159' - 4"W21X55+159' - 4"W14X22+159' - 0"W14X22+159' - 0"W21X44+159' - 4"W14X22W16X31+159' - 4"W16X40+159' - 4"W14X22+159' - 4"W14X22+159' - 4"W21X44+159' - 4"W14X22+159' - 0"W21X57
+159' - 4"W14X22+159' - 0"W14X22+159' - 0"W21X62
+158' - 9 1/2"
W21X55
+159' - 4"
W21X62
+158' - 9 1/2"W21X44+159' - 4"W14X22W16X31+159' - 4"W16X40+159' - 4"W10X12+159' - 4"W10X12+159' - 4"W21X44+159' - 4"W24X55
+159' - 4"
W16X31
+158' - 7"
W18X40
+158' - 9 1/2"
W14X22
+158' - 9 1/2"
W18X40
+158' - 9 1/2"W14X22+159' - 0"W14X22+159' - 0"W21X44+159' - 4"W14X22W16X31+159' - 4"W16X31+159' - 4"W16X31+159' - 4"W16X31+159' - 4"W21X44+159' - 4"W14X22+159' - 0"W14X22+159' - 0"W12X16+159' - 0"W12X16+159' - 0"W10X12W18X50 +159' - 4"W10X12W10X12W14X22+158' - 9 1/2"
W21X44
+158' - 7"+158' - 7"
W21X44
+158' - 9 1/2"
+157' - 11 1/2"
W21X62
+158' - 9 1/2"
+158' - 9 1/2"
W21X62
+157' - 11 1/2"+157' - 11 1/2"
W21X62
+158' - 9 1/2"
+158' - 9 1/2"
W21X62
+157' - 11 1/8"+157' - 11 1/8"
W24X62
+158' - 9 1/2"
W10X12W14X22W14X22W10X12W10X12W10X1210' - 7 1/4"17k
(SLOPED)10k17k 18k10k 18k
24k 16k24k 26k24k 26k
25k 34k 29k20k15k10k10k19k11k10k16k23k24k 35k24k 26k35k 29k
+159' - 0"+159' - 0"
ROOF DRAIN (RD)
OVERFLOW DRAIN (OD)
PROVIDE L3x3x1/4 ANGLE
FRAME @ RD & OD (SEE
10/S406) (TYP)
OD
RD
OD
RD
OD
RD
OD
RD
OD
RD
8" EOD
8" EOD8" EOD
10" EOS10" EOS 1' - 0" EOS8" EOS8" EOD8" EOD 4' - 1"24k 24k
24k 24k
24k 24k
24k 24k
16k 16k
10k 10k
24k 24k
24k 24k
24k 24k
16k 16k
10k 10k
10k10k
28k28k
42k43k
42k43k 10k11k11k13k11k10k11k11k11k14k11k10k14k10k17k11k10k10k11k11k11k11k10k10k11k11k11k11k10k(SLOPED)(SLOPED)(SLOPED)(SLOPED)(SLOPED)(SLOPED)(SLOPED)(SLOPED)EOD8"RD01
RD01
S01
ROOF HATCH
(SEE ARCH)
+158' - 9 1/2"
W21X62
+157' - 11 1/2"W14X224' - 0"7 EQ SPA = 35' - 0"5 EQ SPA = 25' - 0"7 EQ SPA = 35' - 0"2' - 6"4' - 0"
NARROW PARAPET
EXTENTS
NARROW PARAPET
EXTENTS
4
S410
W10X12W10X12 3' - 2"1' - 8 5/8"EOS TYP
4"
11,500LB RTU
11,500LB RTU
5' - 10"6' - 10"11' - 8"6' - 11 3/4"W10X12FUTURE CHASE5' - 2 1/8"8' - 7 7/8"W12X19W12X1910k10k10k10k
10k
10k10k10k10k
6' - 5"4' - 4"EOS
4"
7 7/8"4" EOS4" EOSEOS
5"+159' - 4"+159' - 4"W10X12+159' - 4"W14X22
+159' - 4"
W14X22
+159' - 4"
W12X16
+159' - 4"W8X10+159' - 4"W8X10+159' - 4"4' - 8"2' - 4 1/4"8"8" EOS4" EOSEOS
4"
EOS
4"
15
S408
16
S408
MC18X42.7
BELOW
MC18X42.7BELOW
S01
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S204
ROOF FRAMING
PLAN
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL
DRAWINGS.
2. SEE S401 FOR GENERAL NOTES.
3. SEE S402 FOR SCHEDULES.
4. SEE S403 FOR COLUMN SCHEDULE.
5. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN.
CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
6. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
PLAN NORTH
0 1'4'8'16'2'
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
# DESCRIPTION DATE
2 Addendum 02 2017-04-03
3 Addendum 03 2017-04-12
A B C D
1
2
3
4
5
6
7
8190' - 0"10' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"HSS12X12X1/4+170' - 0"+161' - 10"HSS12X12X1/4+170' - 0"+161' - 10"HSS12X12X1/4HSS12X12X1/4+170' - 0"
+161' - 10"HSS12X12X1/4
HSS12X12X1/4+170' - 0"+161' - 10"HSS12X12X1/4HSS12X12X1/4+170' - 0"+161' - 10"HSS12X12X1/4HSS12X12X1/4HSS12X12X1/4HSS12X12X1/4+170' - 0"+161' - 10"HSS12X12X1/4HSS12X12X1/4+170' - 0"+161' - 10"HSS12X12X1/4HSS12X12X1/4HSS12X12X1/4HSS12X12X1/4+170' - 0"+161' - 10"+170' - 0"+161' - 10"HSS12X12X1/4
HSS12X12X1/4 +170' - 0"
+161' - 10"
39' - 0"25' - 0"39' - 0"
1
S411
D.1
2
S411
2/ S501
1/ S5013/ S501
4
S410
105' - 6"
2' - 6"5' - 9 3/4"15
S408
16
S408
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S205
SCREEN WALL
FRAMING PLAN
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE: 1/8" = 1'-0"
SCREEN WALL FRAMING PLAN
FRAMING PLAN NOTES:
1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +100'-0", SEE CIVIL
DRAWINGS.
2. SEE S401 FOR GENERAL NOTES AND SCHEDULES.
3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR
SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.
4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL
CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER.
PLAN NORTH
0 1'4'8'16'2'
2
# DESCRIPTION DATE
2 Addendum 02 2017-04-03
014000 DELEGATED DESIGN
SSE1.A Specialty Structural Engineer (SSE), registered in the state of the project, shall be responsible for the structural
design of the following products and systems complying with specific performance and design criteria indicated.
1. Steel Joists, joist girders, bridging and accessories.
2. Structural Steel Connections, except as shown on drawings.
AISC Option 2 (Detailer): Simple shear connections.
AISC Option 3 (SSE): All other connections not shown.
3. Metal Stairs.
4. Cold-Formed Steel CFS trusses, CFS girders, CFS bracing and accessories.
5. Cold-Formed Steel CFS wall studs, CFS floor joists and accessories.
SF1.Soil to be stripped, compacted and tested in accordance with the recommendations of the soils engineer and
project specifications.
SF2.Footings shall be placed on firm, undisturbed soil or on engineered fill. Engineered Fill: Naturally or artificially
graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at
least 90 percent passing a 1-1/2-inch sieve and not more than 12 percent passing a No. 200 sieve.
SF3.Slabs shall be placed on compacted, free-draining, frost-free drainage course. Drainage Course: Narrowly graded
mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size
57; with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be compacted
to a minimum dry density of 95% of the modified Proctor maximum dry density (ASTM-D1557), placed in 6" to 8"
lifts. Pea gravel may not be used as fill. Utility trenches and excavations under the foundations or slabs shall meet
the same requirements. See soils investigation report for further recommendations.
SF4.Undercutting of the soil for foundation and/or slab placement may be required. These drawings do not indicate the
entire scope of undercutting, fill or bad soil removal that may be required to attain the design soil bearing pressures.
It is the responsibility of the contractor to obtain a soils investigation report, before bidding, to assess the extent of
excavation and compaction that may be required to meet the design criteria. The contractor shall retain the services
of a soils engineer to monitor all backfilling operations and to inspect footing bearing material. A report certified by
the soils engineer shall be furnished to the architect/engineer verifying that all foundations were placed on a
material capable of sustaining the design bearing pressures.
SF5.If dewatering is required, sumps shall not be placed within the foundation excavation.
SF6.Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to 1 vertical. Maintain a 2
horizontal to 1 vertical slope next to existing foundations to avoid undermining foundations.
SF7.No horizontal joints are permitted in any foundation. Vertical joints are permitted only in wall footings.
SF8.Shallow foundations may be earth-formed where the excavation permits. If earth-forming is used, add 2" to the
width and length of all foundations.
SF9.The bottom of all foundations shall be a minimum of local frost depth below final grade.
020000 SHALLOW FOUNDATION AND SLAB ON GRADE NOTES
RC1.All concrete shall have the following 28 day compressive strengths:
STRENGTH LOCATION
3000 psi-0% AE All foundations and footings
4000 psi-6% AE Exterior slabs, piers, walls, columns, grade beams and concrete exposed to freezing
4000 psi-0% AE Interior slabs, fill for metal deck and all other interior concrete
RC2.All reinforcing shall conform to the following concrete cover:
COVER LOCATION
3"Foundations & Footings: All surfaces; Exterior Slabs: Bottom; Grade Beams & Trench
Footings: All surfaces; All concrete cast against soil
2"Exterior Walls, All Piers & All Pilasters: All surfaces; Exterior Slabs: Top; All exterior concrete
1 1/2"Interior beams, columns & walls: All surfaces; All concrete not exposed to weather or in
contact with ground
3/4"Interior slabs & Walls
RC3.Welded Wire Fabric (WWF) for slabs and fill for metal deck shall be placed in the upper-third of the slab or fill. See details.
RC4.All reinforcing steel shall be detailed, supplied and placed in accordance with ACI 315, ACI 318 and CRSI MSP-1.
RC5.All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together and conform to ASTM A-615,
Grade 60.
RC6.Chamfer edges of exposed concrete 3/4", unless noted otherwise.
RC7.Contractor shall make four, 6"x12" test cylinders for each 50 cubic yards of concrete poured for each days
operation. Break 1 at 7 days, 2 at 28 days and retain spare.
RC8.All welded wire fabric shall conform to ASTM A185, Fy(min) of 65 ksi. All welded wire fabric laps shall be 8".
RC9.All finished concrete, concrete formwork and falsework shall be in accordance with ACI 301. Contractor is solely
responsible for the design and construction of all formwork, falsework and shoring.
RC10.Provide sleeves for all openings in grade beams or walls to totally separate pipe from concrete.
RC11.Foundations may be earth-formed where the excavation permits. If earth-forming is used, add 2" to the width, length
& thickness of all foundations.
RC12.Plastic Vapor Retarder: ASTM E 1745, Class A, not less than 10 mils (0.25 mm) thick, see specifications. Include
manufacturer's recommended adhesive or pressure-sensitive joint tape.
RC13.Fiber Reinforcement, if indicated on drawings, shall be 100% virgin polypropylene in collated, fibrillated form,
complying with ASTM C 1116, minimum length of 3/4". Minimum dosage = 1.5 pounds per cubic yard.
RC14.Adhesive Anchors and Adhesives Used for Reinforcing Anchorage:
1. The adhesive anchor system used for post-installed anchorage to concrete shall conform to the
requirements of the most recently published ACI 355.4.
2. Adhesive anchors indicated are the Basis-of-Design. Approved equal meeting ACI 355.4 is permitted.
3. Bulk-mixed adhesives are not permitted.
4. Anchors shall be supplied as an entire system with manufacturer's recommendations adhered to.
5. Adhesive anchors shall be installed by qualified personnel trained to install adhesive anchors.
6. Installation of adhesive anchors horizontally or upwardly inclined shall be performed by personnel
certified by the ACI/CRSI Adhesive Anchor Installer Certification program.
7 .Adhesive anchors installed in horizontal or upwardly inclined orientations shall be continously inspected
during installation by an inspector specially approved for that purpose.
RC15.Bonding agent for bonding fresh concrete to hardened concrete: ASTM C 1059/C 1059M, Type II, nonredispersible,
acrylic emulsion or styrene butadiene.
033000 CAST IN PLACE CONCRETE NOTES (Foundations, Slabs & Walls)
SS1.All structural steel shall conform to the following:
W Shapes ASTM A992, Grade 50.
Angles, Channels, Plates, Bars ASTM A36 (Fy=36 ksi)
HSS Tubes ASTM A500, Grade B (Fy=46 ksi)
HSS Pipes ASTM A500, Grade B (Fy=42 ksi)
Anchor Rods ASTM F1554, Grade 36
SS2.All steel shall be detailed, fabricated and erected in accordance with:
AISC 360 "Specification for Structural Steel Buildings", Allowable Strength Design (ASD)
AISC 303 "Code of Standard Practice"
SS3.If beam reaction is not indicated, design connection for minimum 10 k reaction.
SS4 All bolted connections shall be made with 3/4" diameter, A325 bolts with nuts and washers, unless otherwise noted. All
connections shall be shear bearing connections tightened to snug-tight condition, unless otherwise noted.
SS5.All shop and field welds shall be made using E70 electrodes or equivalent.
SS6.All headed concrete anchors shall be ASTM A108 (Fy=50 ksi), 3/4" diameter x 4" after welding, unless noted otherwise.
SS7.Steel fabricator shall obtain the size and location of all openings for grilles, louvers, etc. before proceeding with the
fabrication and erection of any required frames.
SS8.Provide Heckman #129 and #130 channel slot and channel slot anchors at all columns that abut masonry walls, unless
noted.
SS9.Provide temporary bracing of the structure until all permanent lateral support is in place.
SS10. Structure Stability: The entire roof and/or floor decking materials must be fully erected and connected to the supporting
steel before temporary, erection bracing is removed.
SS11.RD = Roof Drain location. Provide steel frame for drains. See other drawings for actual drain type, number, size, etc.
Coordinate with drain contractor.
051200 STRUCTURAL STEEL NOTES
SJ1.Provide all joists, bridging and accessories for the complete erection of joists in accordance with the current Steel
Joist Institute "STANDARD SPECIFICATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST
GIRDERS" and Underwriters Laboratories "STANDARD, FIRE TESTS OF BUILDING CONSTRUCTION AND
MATERIALS".
SJ2.Bridging shall be completely erected and joists aligned before any construction loads are placed on joists.
SJ3.Do not weld bottom chord of joists to columns unless noted on drawings.
SJ4.Install erection bolts at all joist girder to column and joist to column connections.
SJ5.Where ballasted roofing is not shown on architectural drawings, provide uplift bridging at all joists as per
"STANDARD SPECIFICATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS"
for a net uplift load of 12 psf, unless noted or shown otherwise.
052100 STEEL JOIST NOTES
MD1.All metal deck material, fabrication and installation shall conform to Steel Deck Institute" SDI SPECIFICATIONS AND
COMMENTARY" and "CODE OF RECOMMENDED STANDARD PRACTICE", Current edition, unless noted.
MD2.FASTENING DECK
1. Roof deck shall be welded using 5/8" diameter puddle welds, 36/4 pattern with (1) #10 TEK sidelap fastener unless
otherwise shown in typical detail or indicated on drawings.
2. Floor deck shall be welded using 3/4" diameter puddle welds, 36/4 pattern unless otherwise shown in typical detail
or indicated on drawings
MD3.Provide TS 2 1/2x 2 1/2x 1/8 deck support, field welded to joist or beam at all deck span changes.
MD4.Provide L3x3x1/4 deck support at all columns where required, unless noted.
MD5.Provide 20 gauge cover plate at all roof deck span changes.
MD6.Provide L3x3x1/4 at all unsupported edges of deck and around roof perimeter, unless otherwise noted.
MD7.All deck shall be provided in a minimum of 3-span lengths where possible.
053100 STEEL DECK NOTES
SF1.All cold formed steel framing shall be by Specialty Structural Engineer, see specifications.
SF2.All design and construction of cold formed steel shall comply with the contract documents, referenced codes,
standards, notes, layouts and the following American Iron and Steel Institute (AISI) documents, including all AISI
referenced documents therein:
S100-2007 Specification
S200-2007 General Provisions
S201-2007 Product Data
S210-2007 Floor & Roof Systems
S211-2007 Wall Stud Design
S213-2007 Lateral Design with Suppliment No. 1
S212-2007 Header Design
S214-2007 Truss Design
SF3.Unless noted otherwise, provide the following minimum member sizes, unless larger size or lesser spacing is
required:
TYPE SIZE
Exterior Wall Studs 600 S 162-54
Interior Load-Bearing Studs 600 S 162-54
SF4.All members and systems shall conform to the following maximum movements:
TYPE LIVE INDEX MAXIMUM
Exterior Wall Studs L/600 1/2"
Interior Wall Studs L/240 1/2"
Exterior cantilevered parapets L/300 1/2"
Floor trusses and joists L/480 1"
Roof trusses and joists L/360 1 1/2"
SF5.The most stringent requirements shall govern in conflicts between specified codes and standards.
SF6.All products shall have four-part identification code which identifies size, style and material thickness of each
member.
SF7.All materials shall conform with ASTM A1003, structural grade 33 or structural grade 50.
SF8.Corrosion protection for all materials shall comply with ASTM A653. Minimum, hot-dipped galvanized coating
weight for exterior walls and all roof materials shall be G90. All other materials shall be G60.
SF9.Provide factory punchouts in all wall studs where required.
SF10.Provide standard color coding for all products.
SF11.Provide 1/2" ASTM F1554, Grade 36 hooked anchor bolts at all steel tracks, u.n.o. Anchor bolt spacing = 48" OC,
u.n.o. Provide anchor bolt at 8" from the ends of all walls, u.n.o.
SF12.For all non-load bearing studs, provide deflection clips isolating the stud from the primary structure.
SF13.All track butt joints shall be anchored to a common structural element.
SF14.Horizontal bracing of wall studs shall be provided at 6 feet on center maximum.
SF15.Place joists and trusses directly over wall studs.
SF16.Fastening of elements shall be self-drilling screws or welding of sufficient size to transfer required loads. All
welding of galvanized steel shall be touched up with zinc-rich paint.
Minimum thickness of material for welding is 54 mil.
SF17.All screws shall be non-corrosive, No. 12-14 or larger.
SF18.See architectural drawings for all non-structural stud requirements.
SF19.All floor and roof trusses shall have a minimum flange width of 1 5/8".
SF20.Floor and roof truss bottom chords shall be designed for 10 psf dead load, not in addition to design loading.
SF19.Lateral Force Resisting System (LFRS) shall comply with forces indicated.
Shearwalls shall be Type II, steel sheet. Coordinate shearwalls with holdowns and ties shown.
054000 COLD FORMED STEEL FRAMING NOTES (Delegated Design)
M1.Minimum 28 day compressive strength of concrete masonry units shall be 2800 p.s.i. based on net area of the unit.
Specified design compressive strength of masonry shall be f'm = 2000 p.s.i. All units for exterior walls, load-bearing
walls and shear walls shall be normal weight block.
M2.All mortar shall be Type S. No admixtures may used unless approved by architect/engineer. Mortar shall not be used
for grouting cores or filling bond beams.
M3.All block shall be laid in a running bond pattern.
M4.Course grout shall be used were grouting is required. Slump shall be 8" +/- 1". Minimum grout compressive strength
shall be 3000 p.s.i.
M5.All reinforcing shall be ASTM A615 Grade 60 (Fy=60 ksi). Lap all reinforcing a minimum of 48 bar diameters.
M6.Center vertical reinforcing in block cores, unless noted otherwise.
M7.See architectural and specifications for all control joint locations. Reinforcing in bond beams shall be discontinuous at
control joints.
M8.Provide ladder type horizontal joint reinforcement at 16" o.c. Side rods and cross rods shall be #9 wire, galvanized,
see specifications. Cut joint reinforcement at control joints.
M9.Provide "L" bars at all bond beam corners as required.
M10.Fill cores of block solid with grout two full courses below the bearing of all beams or lintels supported on masonry.
M11.All attachments to block shall be made with Hilti HLC 1/2" diameter x 3" sleeve anchors, unless noted otherwise.
Anchors shall be installed per manufacturer's recommendations.
M12.See typical schedules for masonry and steel lintels not indicated on plans.
M13.All masonry units below grade to be grouted solid.
M14.Provide ties to all structural steel.
M15.All interior, non-load bearing masonry walls over 12'-0" high, shall be supported on thickened slab as per typical detail.
Wall vertical reinforcing shall be #5 @ 48" OC full height. Unless noted otherwise.
M16.All cores with reinforcing steel shall be grouted solid, full height of wall.
042000 MASONRY AND REINFORCED MASONRY NOTES
SM1.Modify soil bearing capacity using Rammed Aggregate Pier (RAP) techniques.
SM2.Soil shall be modified to achieve the minimum allowable bearing capacity stated.
SM3.See Gravity Column Reaction and Bracing Column Reaction tables for design reactions.
SM4.Rammed Aggregate Piers shall be designed by approved contractor.
SM5.Provide minimum of (3) rap at column footings.
312010 SOIL MODIFICATION RAMMED AGGREGATE PIER NOTES
ROOF C&C DESIGN NET WIND PRESSURES
STRENGTH DESIGN PRESSURES W (ULT)
MAIN ROOF, ZONE PRESSURES (PSF) - FIG. 30.4-2A
1, 2, 3
10/1 -19/-29
-1
-25/-34 -25/-34 -29/-38 -29/-38 -17/-26
-2 -3 -1OH -2OH -3OH
Location
Zone
Pressure
WALLS C&C DESIGN GROSS WIND PRESSURES
STRENGTH DESIGN PRESSURES W (ULT)
LOCATION
31/-34
28/-30 28/-34
31/-42
STUDS
UNIT PRESSURE
Pressure
Pressure
Pressure 28/-30 28/-34 CURTAIN WALL SYSTEM
ZONE
4 5
NOTES:
1. Pressure Zones are shown in ASCE 7-10. Refer to standard for proper zone.
2. Pressures shown are +/- internal pressure.
3. Values shown are for Wind Speed V (Ult_ = 120 psf
4. OH = Overhang
5. (-) Pressure is suction perpendicular to surface.
6. (+) Pressure is perpendicular to surface.
G1.BUILDING CODES:
Model Code:2012 International Building Code
Local Code:2014 Indiana Building Code
Model Code Standard:ASCE 7-10
Steel Standard:AISC 360-10, ASD 14th Edition
Concrete Standard:ACI 318-11
Masonry Standard:ACI 530-11, ASD
Wood Standard:AITC/APA/NDS Current Edition
Risk Category:II, Normal Risk
G2.ROOF DESIGN LOADS:
Location Dead Live Snow
Main 22 psf 20 psf 20 psf
Mechanical Enclosure Roof 135 psf 20 psf 20 psf
G3.FLOOR DESIGN LOADS:
Location Dead Live Partition
2nd Floor Balcony 138 psf 100 psf
2nd Floor Office 88 psf 50 psf 15 psf
3rd & 4th Floor Balconies 132 psf 100 psf
3rd & 4th Floor Office 82 psf 50 psf 15 psf
G4.SOIL DESIGN CRITERIA
Allowable Net Bearing Pressure:
Spread Footings:6,000 psf (Modified Soils)
Wall Footings:6,000 psf (Modified Soils)
Soil Density:125 pcf
G5.SLAB ON GRADE
Compacted Fill Thickness 6 inch
Compaction Specification 95% Modified Proctor D-1557
G6.SNOW DESIGN CRITERIA
Ground Snow Load, Pg:20 psf
Flat Roof Snow Load, Pf:20 psf
Importance Factor, Is:1.0
Exposure Factor, Ce:1.0 Partially Exposed
Thermal Factor, Ct:1.0 Heated Structure
Warm Slope Factor, Cs:1.0
G7.WIND DESIGN CRITERIA
Wind Speed, Vult:115 mph
ASD Wind Speed, Vasd:90 mph
Enclosure Class:Enclosed
Internal Pressure Coef., GCpi:0.18
G8.SEISMIC DESIGN CRITERIA
Importance Factor:1.00
Mapped Spectral Response, Ss:0.146
Mapped Spectral Response, S1:0.081
Site Class:D
Design Spectral Response, Sds:0.156
Design Spectral Response, Sd1:0.130
Seismic Design Category, SDC:B
Overstrength Factor, Omega:3
Seismic Response Coef., Cs:0.052
Response Modification R:3
Unfactored Base Shear, V:5.2% W
Analysis Procedure:Equivalent Lateral Force Analysis
Basic SFRS:H. Steel Systems Not Specifically Designed for Seismic Resistance
G9.Reactions and forces indicated are unfactored, Allowable Strength Design (ASD) loads.
G10.If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern. Contractor
shall bring all discrepancies to the attention of the engineer immediately.
G11.Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect
immediately for modification of drawings.
G12.All contractors are required to coordinate their work with all disciplines to avoid conflicts. The architectural, mechanical,
electrical and plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may
not be indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents.
Refer to architectural drawings for all dimensions not shown on these drawings. Locations, sizes and numbers of all
openings may not be completely indicated in the structural drawings. The respective contractor shall verify their work
with all other disciplines.
G13.The contract documents represent the structure only. They do not indicate the method of construction. The contractor
shallprovide all measures necessary to protect the structure during construction. Such measures shall include, but not
limited to, bracing, shoring, underpinning, etc. McComas Engineering is not responsible for the contractor's means,
methods, techniques, sequences or safety procedures during construction.
G14.Notes and details shall take precedence over general structural notes. Where no details or sections are shown,
construction shall conform to similar work on the project. Typical sections and details may not be cut on the plans, but
apply unless noted otherwise.
G15.Provisions for future expansion:
Vertical:None
Horizontal:None
GENERAL NOTES
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
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EG
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REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S401
GENERAL NOTES
MEI 17017MIDTOWN EAST BLOCK 3 OFFICE# DESCRIPTION DATE
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S402
SCHEDULES
MEI 17017MIDTOWN EAST BLOCK 3 OFFICECONCRETE WALL SCHEDULE
Mark Width
Horiz Reinf Vert Reinf Dowel Reinf
Reinf Location Cover RemarksSize Spa Location Size Spa Size Spa
CW8 8" #4 1' - 0" Outside Face #4 1' - 0" #4 1' - 0" Center
CW10 10" #5 1' - 0" Outside Face #5 1' - 0" #5 1' - 0" Center
CW14 1' - 2" #5 1' - 0" Outside Face #5 1' - 0" #5 1' - 0" Ea Face
CW24 2' - 0" #5 8" Outside Face #5 1' - 0" #5 1' - 0" Ea Face
ELEVATED SLAB SCHEDULE
Mark
Total
Thickness
Concrete
Density Conc Reinf
Metal Deck
RemarksThickness Gauge Type Finish
S01 4" Normal Weight 6x6-W1.4xW1.4 WWF 2" 20 Composite Galvanized
S02 6" Normal Weight 6x6-W2.1xW2.1 WWF 2" 20 Composite Galvanized
MAT FOUNDATION SCHEDULE
Mark Thickness
Bottom Reinforcing Top Reinforcing
Remarks
Short Direction Long Direction Short Direction Long Direction
Size Spa Size Spa Size Spa Size Spa
MAT01 1' - 0" #5 1' - 0" #5 1' - 0" #5 1' - 0" #5 1' - 0"
ROOF DECK SCHEDULE
Mark Thickness Gauge Type Finish Sidelap Remarks
RD01 1 1/2" 22 WR Painted (2)#10 TEK
RD02 1/4" 1/4" Steel Plate See Arch 1/4" dia bolts @ 12" OC
SLAB ON GRADE SCHEDULE
Mark Thickness Reinforcing
Control Jt
Depth
Reinf
Clearance Control Jt Spa Vapor Retarder Sub-Base Depth Remarks
SOG04P 4" 6x6-W1.4xW1.4 WWF 1" 1 1/2" 13' - 0" Plastic 6"
WALL FOOTING SCHEDULE
Mark
Dimensions Bottom Reinf
RemarksWidth Thickness
Longitudinal Reinf Transverse Reinf
No Size Size Spa
WF24 2' - 0" 1' - 0" 3 #5 NA 0"
WF30 2' - 6" 1' - 0" 3 #5 NA 0"
WF48R 4' - 0" 1' - 4" 6 #5 NA 0"
O/O OUT TO OUT
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OH OVER HEAD
OPNG OPENING
OPP OPPOSITE
OPP HD OPPOSITE HAND
OSB ORIENTED STRAND BOARD
OSL OUTSTANDING LEG
OVS OVERSIZE HOLE
PAF POWDER ACTUATED FASTENER
PC PRECAST
PL PLATE
PLF POUNDS PER LINEAR FOOT
PLYWD PLYWOOD
PNL PANEL
PROJ PROJECTION
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSL PARALLEL STRAND LUMBER
PT PRESSURE TREATED
PTN PARTITION
R RADIUS
RD ROOF DRAIN
REF REFERENCE
REINF REINFORCE(D) (ING) (MENT)
REQ'D REQUIRED
REV REVISION/REVISED
RO ROUGH OPENING
RRD ROOF RELIEF DRAIN
RTN RETURN
RTU ROOF TOP UNIT
RW RETAINING WALL
SCHED SCHEDULE
SECT SECTION
SHT SHEET
SIM SIMILAR
SJ SAWCUT JOINT
SJI STEEL JOIST INSTITUTE
SL SLOPED
SPA SPACE(S)
SPECS SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
SSL SHORT SLOTTED HOLES
STD STANDARD
STIFF STIFFENERS
STL STEEL
STRUCT STRUCTURAL
SYMM SYMMETRICAL
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TB TIE BEAM
TC TOP CHORD
TCX TOP CHORD EXTENSION
TEMP TEMPERATURE
TF TRENCH FOOTING
THK THICK
THKS THICKENED SLAB
THR'D THREADED
TL TOTAL LOAD
TOP'G TOPPING
TRANS TRANSVERSE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VIF VERIFY IN FIELD
w/WITH
WD WOOD
WO WINDOW OPENING (MASONRY)
WP WORKING POINT
WT WEIGHT
WWF WELDED WIRE FABRIC
ELEVATION TOP AND BOTTOM OF LIST
T/"ELEVATION, TOP OF"
B/"ELEVATION, BOTTOM OF"
T/BB TOP OF BOND BEAM
T/BM TOP OF BEAM
T/CONC TOP OF CONCRETE
T/F TOP OF FOOTING
T/LDG TOP OF LEDGE
T/MAS TOP OF MASONRY
T/P TOP OF PIER
T/SLAB TOP OF SLAB
T/STL TOP OF STEEL
T/W TOP OF WALL
T/GB TOP OF GRADE BEAM
T/CAIS TOP OF CAISSON
B/PL BOTTOM OF PLATE
B/F BOTTOM OF FOOTING
SPECIAL CHARACTERS
°DEGREE
±PLUS OR MINUS
ELEVATION
Ø DIAMETER
AR ANCHOR RODS
ABV ABOVE
ACI AMERICAN CONCRETE INSTITUTE
ADD'L ADDITIONAL
ADH ADHESIVE
ADJ ADJACENT
AESS ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL
AFF ABOVE FINISHED FLOOR
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AISC AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
AISI AMERICAN IRON AND
STEEL INSTITUTE
ALUM ALUMINUM
ALT ALTERNATE
APPROX APPROXIMATE
ARCH ARCHITECT
ARCH'L ARCHITECTURAL
ASTM AMERICAN SOCIETY OF
TESTING MATERIALS
AWS AMERICAN WELDING SOCIETY
L ANGLE
BAL BALANCE
BB BOND BEAM
B/B BACK TO BACK
BC BOTTOM CHORD
BD BOARD
BLDG BUILDING
BLK BLOCK
BLW BELOW
BM BEAM
BOTT BOTTOM
BP BEARING PLATE
BRDG BRIDGING
BRG BEARING
BRK BRICK
BS BOTH SIDES
BSMT BASEMENT
BTWN BETWEEN
BUC BUILT UP COLUMN
c CAMBER
C/C CENTER TO CENTER
CANT CANTILEVER
CAIS CAISSON
CFS COLD FORMED STEEL
CJ CONTROL AND/OR
CONSTRUCTION JOINT
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
COORD COORDINATE
COMP COMPACTED
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CTR CENTER
CTR'D CENTERED
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DL DEAD LOAD
DLT DEEP LEG TRACK
DO DITTO
DN DOWN
DTL DETAIL
DWG DRAWING
DWL DOWEL
EA EACH
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
ENG ENGINEER
ELEV ELEVATION
ELECT ELECTRICAL
EOD EDGE OF DECK
EOS EDGE OF SLAB
EQ EQUAL
EQUIV EQUIVALENT
ES EACH SIDE
EW EACH WAY
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F/FACE OF
FD FLOOR DRAIN
FDN FOUNDATION
FIN FINISH
FLR FLOOR
FLG FLANGE
FS FARSIDE
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRADE BEAM
GC GENERAL CONTRACTOR
GL GLULAM
GR GRADE
HC HOLLOW CORE
HD HOLD DOWN
HGT HEIGHT
HI HIGH
HK HOOK
HORIZ HORIZONTAL
HP HIGH POINT
HS HEADED STUD
HSS HOLLOW STRUCTURAL SECTION
ID INSIDE DIAMETER
IF INSIDE FACE
INFO INFORMATION
INT INTERIOR
INV INVERT
JST JOIST
JT JOINT
K KIP
KO KNOCK OUT
LB POUND
LDG LEDGE
LG LONG
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNTL LINTEL
LSL LONG SLOTTED HOLES
LONG LONGITUDINAL
LP LOW POINT
LVL LAMINATED VENEER LUMBER
MAS MASONRY
MAT'L MATERIAL
MAX MAXIMUM
MBM METAL BUILDING MFR
MCJ MASONRY CONTROL JT
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MOM MOMENT
MSW MASONRY SHEAR WALL
MSL MEAN SEA LEVEL
MTL METAL
NO NUMBER
NS NEAR SIDE
NTS NOT TO SCALE
ABBREVIATIONS LIST
Wall Footing Schedule Notes:
1. Reinforcing clearance at bottom and sides of footings = 3"
2. Use concrete brick of CRSI Class 3, CHCP wire bar supports @ 36".
Column Footing Schedule Notes:
1. Reinforcing clearance at bottom and sides of footings = 3"
2. Use concrete brick of CRSI Class 3, CHCP wire bar supports @ 36".
Concrete Wall Schedule Notes:
1. Provide concrete cover to closest bar as indicated.
2. Provide wheel spacers or CRSI Typ. Bar Bend T5 at 36" each way to
assure adequate concrete cover.
3. See sections for all bars not included in schedule.
4. Horizontal Bar Location: In = Horiz. bars inside of verical bars, Out =
Horiz. Bars outside of vert. bars.
Roof Deck Schedule Notes:
1. Abbreviations:
WR = Wide Rib
WRC = WR Cellular
WRA = Wide Rib Acoustical
WRAC = Wide Rib Acoustical Cellular
Non-Inter = Non-interlocking sidelap
Interlock = Interlocking sidelap
2. Provide minimum of 1 1/2" bearing at ends of deck.
3. Provide minimum of 4" interior bearing.
Elevated Slab Schedule Notes:
1. Provide minimum of 1 1/2" end bearing.
2. Total thickness is the thickness from top of concrete to bottom of deck.
3. If indicated, provide minimum galvanized finish equal to ASTM A653-G30.
4. Fasten sidelaps with #10 tek screws or button punch (1 per span min).
WALL CONSTRUCTION OR CONTROL JOINT SPACING
THICKNESS MAX SPACING
8"
10"
12"
16"
24"
12'-0"
14'-0"
16'-0"
25'-0"
30'-0"
Slab on Grade Schedule Notes:
1. Reinforcing clearance is from the top of slab.
COLUMN FOOTING SCHEDULE
Mark
Ftg Dimensions Bottom Reinforcing
RemarksWidth
Lengt
h Thickness
Short Direction Long Direction
No Size Length No Size Length
F4 4' - 0" 4' - 0" 1' - 4" 5 #5 3' - 6" 5 #5 3' - 6" TOP & BOTTOM
F5 5' - 0" 5' - 0" 1' - 4" 6 #5 4' - 6" 6 #5 4' - 6"
F6 6' - 0" 6' - 0" 1' - 8" 9 #5 5' - 6" 9 #5 5' - 6"
F7 7' - 0" 7' - 0" 2' - 0" 12 #5 6' - 6" 12 #5 6' - 6"
F8 8' - 0" 8' - 0" 2' - 2" 11 #6 7' - 6" 11 #6 7' - 6"
F9 9' - 0" 9' - 0" 2' - 4" 13 #6 8' - 6" 13 #6 8' - 6"
F3812 12' - 0" 38' - 0" 2' - 8" 39 #8 11' - 6" 18 #8 37' - 6" TOP & BOTTOM
F4516 16' - 0" 45' - 0" 3' - 6" 46 #9 15' - 6" 17 #9 44' - 6" TOP & BOTTOM
Mat Foundation Schedule Notes:
1. Reinforcing clearance at bottom and sides of mats = 3"
2. Use concrete brick of CRSI Class 3, CHCP wire bar supports @ 36".
PIER SCHEDULE
Mark
Pier Size Vert Reinf Ties
RemarksWidth Length No Size Size Spa Tie Type
P20 1' - 8" 1' - 8" 4 #7 #3 1' - 0" SEE NOTES
P28 2' - 4" 2' - 4" 8 #7 #3 1' - 0" SEE NOTES
P40 3' - 4" 3' - 4" 16 #7 #4 1' - 0" SEE NOTES
P5252 4' - 4" 4' - 4" 20 #7 #4 1' - 0" SEE NOTES
Pier Schedule Notes:
1. Provide 2 inch concrete cover over ties.
2. Space first tie 2" from top of footing, last tie 2" from top of pier.
3. Provide (3) ties in top of pier, spacing = 2 1/2" on center.
4. Provide CRSI typical bar bend T5 for all ties.
5. Provide CRSI typical bar bend T9 additional ties for all piers
with more than four vertical bars.
6. Provide 90° Hook for all ties per CRSI detailing standards..
BRICK LINTEL SCHEDULE
FOR ALL LINTELS NOT INDICATED ON PLANS
Clear Opening Steel Angle
Up to 5'-0"
Brick Lintel Schedule Notes:
1. All lintels shall have 8" bearing on each end of opening.
2. All exterior lintels shall be galvanized.
3. All interior lintels shall be shop primed with two coats of epoxy/urethane coating system.
L3 1/2 x 3 1/2 x 5/16
5'-1" up to 7'-0" L5 x 3 1/2 x 5/16 (LLV)
7'-0" up to 10'-0" L6 x 3 1/2 x 3/8 (LLV)
2
# DESCRIPTION DATE
2 Addendum 02 2017-04-03
T/Slab Fdn T/Slab Fdn
100' - 0"100' - 0"
T/Slab 2nd Flr T/Slab 2nd Flr
116' - 0"116' - 0"
T/Slab 3rd Flr T/Slab 3rd Flr
130' - 0"130' - 0"
Column Splice Column Splice
134' - 0"134' - 0"
T/Slab 4th Flr T/Slab 4th Flr
144' - 0"144' - 0"
T/Stl Roof T/Stl Roof
158' - 9 1/2"158' - 9 1/2"
T/Stl Screen Wall T/Stl Screen Wall
170' - 0"170' - 0"
Column Locations
A-1, A-7, D-7
A-2, A-5, A-6,
B-1, B-8, C-1,
C-8, D-4, D-5,
D-6
A-3, A-4 A-8, D-8 B-2, B-3, C-2 B-4, C-4 B-5, C-5 B-6, C-6 B-7, C-7 C-3 D.1-1 D.1-2, D.1-3
E-3.6, F-3.4,
F-3.6W12X53W12X65W12X65W12X45W12X96W12X72W12X72W12X72W12X72W12X79W12X53W12X72W12X40W12X40W12X53W12X40W12X45W12X45W12X45W12X53W12X40W12X45W12X40W12X40HSS12X12X3/8HSS12X12X3/8HSS12X12X3/8HSS12X12X3/8HSS12X12X3/8ANCHOR RODSBASE PLATE(4) 1"Ø1 5/8" x 1' - 8" x 1' - 8"ANCHOR RODSBASE PLATE(4) 1"Ø1 5/8" x 1' - 8" x 1' - 8"ANCHOR RODSBASE PLATE(4) 1"Ø1 5/8" x 1' - 8" x 1' - 8"ANCHOR RODSBASE PLATE(4) 1"Ø1 5/8" x 1' - 8" x 1' - 8"ANCHOR RODSBASE PLATE(4) 1"Ø1 5/8" x 1' - 8" x 1' - 8"ANCHOR RODSBASE PLATE(4) 1"Ø1 5/8" x 1' - 8" x 1' - 8"ANCHOR RODSBASE PLATE(4) 1"Ø1 5/8" x 1' - 8" x 1' - 8"ANCHOR RODSBASE PLATE(4) 1"Ø1 5/8" x 1' - 8" x 1' - 8"ANCHOR RODSBASE PLATE(4) 1"Ø1" x 1' - 2" x 1' - 2"ANCHOR RODSBASE PLATE(4) 1"Ø1 5/8" x 1' - 8" x 1' - 8"HSS6X6X3/81' - 0"TYPICAL WIDE FLANGE COLUMN SPLICE
1/2" PLATE x 10" WIDE
AT W10 & W12
1/2" PLATE x 12" WIDE
AT W14
3/4"Ø A325-N BOLTS
(10) REQ'D EA FLANGE
PROVIDE FILLS AS
REQUIRED
FINISHFINISH0 0
(TENSION SPLICE CONNECTION
DESIGNATED BY FABRICATOR)8"8"1' - 0"1' - 4"1' - 6"1/2"Ø 3/4"Ø or 7/8"Ø 1"Ø 1 1/8"Ø or 1 1/4"Ø 1 1/2"Ø or 2"Ø
ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD
T/SLAB, PIER
WALL OR FTG
8" FOR CONCRETE6" FOR MASONRYPL 3/4"x4"x4"
w/ NUT
PL 3/4"x4"x4"
w/ NUT
NOTES:
1. SEE SCHEDULE OR SECTIONS FOR REQUIRED ANCHOR ROD SIZE AND SPACING.
2. PROVIDE NUTS AND WASHERS FOR ALL ANCHOR RODS.
3"3"
1' - 4"SEE
SCHEDULE
1' - 4"SEESCHEDULEPLAN
3/4"Ø
ANCHOR
ROD
DOUBLE NUT
GROUT HEIGHT
7/8"Ø
1"Ø
1 1/8"Ø
1 1/4"Ø
1 1/2"Ø
2"Ø
1 1/16"Ø3/4"Ø
ANCHOR
ROD
HOLE
DIAMETER
1 3/16"Ø7/8"Ø
1 1/2"Ø1"Ø
1 5/8"Ø1 1/8"Ø
1 3/4"Ø1 1/4"Ø
2"Ø1 1/2"Ø
2 1/2"Ø2"Ø
3"Ø2 1/2"Ø
EDGE
DISTANCE
1 1/2"
1 3/4"
2"
2 1/4"
2 1/2"
3"
4"
4 1/2"3"2 1/2"Ø
3"
2"
2"
2"
2"
2"
2"
BASE PLATE -
SEE SCHEDULE
COLUMN
1/4" LEVELING
PLATE
3/4" NON-SHRINK, NON-
METALLIC GROUT (IF DOUBLE
NUTS ARE NOT USED)
DOUBLE NUTS
- NO LEVELING PLATE REQ'D
- SEE SCHEDULE FOR GROUT HEIGHT
ANCHOR RODS
1/2
1 1/2"x20"x20" BASE PLATE
T/SLAB
+(SEE PLAN)
5/16
5/16
1 1/2"x20"x20" BASE PLATE
2"
HSS COLUMN
(8) 3/4"Ø A325 BOLTS
(3 PER SIDE)
1" THICK THERMAL BREAK
MAT'L (FABREEKA-TIM OR
EQUAL)
W COLUMN
C
7
3' - 6"
3"1' - 0"1' - 0"1' - 0"3"3"1' - 6"3"2' - 0"2 1/2" BASE PLATE w/ (8)
1-1/2"x24" EMBEDMENT
ANCHOR RODS
CW24
10"CL PLATE & PIER OFFSET
P5252
(10) #6 HOOKED
BARS @3" OC VERT
CONT TO GRID B
THROUGH CW24
(2) LAYERS OF (6)#6
TIES @ 2" AT T/ PIER
(2) LAYERS OF (5)#6
TIES @ 2" AT T/ PIER
B
7
1/2
PL 2 3/4"x2'-0"x2'-0" w/
(6) 1 1/2" x2'-0"
EMBEDMENT
ANCHOR RODS
3"9"9"3"3"9"9"3"2' - 0"2' - 0"
C
2
1' - 7"11"
2' - 6"
3"2' - 0"3"2' - 0"3"9"9"3"3"
SHEAR LUG 3"x5"x1'-2"2 1/2"x2'-2"x2'-10" BASE
PLATE w/ (8) 1 1/2"Ø AB
5/16
4"
2' - 0"
BP OFFSET
SEE 5/S403
FOR PIER AND
WALL SPECIAL
REINFORCEME
NTS
B
2
2 3/4" BASE PLATE w/() 1
1/2" x 30" EMBEDMENT
ANCHOR RODS3"1' - 4"1' - 8"
3' - 6"3' - 6"3"7 1/4"7 1/4"5 1/2"8"8"3"B
3 3' - 6"3"1' - 6"3"
2' - 0"
2 3/4" BASE PLATE w/ (2) 1 1/2" x
30" EMBEDMENT ANCHOR RODS
10"CL PLATE &
PIER OFFSET
CW24
P5252
SEE 5/S403
FOR SPECIAL PIER &
WALL REINFOCEMENT
INFORMATION 3"(5) EQ3"SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S403
COLUMN
SCHEDULE
MEI 17017MIDTOWN EAST BLOCK 3 OFFICE(GALV)(GALV)(GALV)(GALV)SCALE:S403 3/4" = 1'-0"
1TYPICAL COLUMN SPLICE DETAIL
SCALE:S403 3/4" = 1'-0"
2TYPICAL ANCHOR ROD DETAILS
SCALE:S403 3/4" = 1'-0"
3COLUMN BASE DETAIL (FRAME COL)(FRAME COL)(FRAME COL)(FRAME COL)ANCHOR RODS:(SEE DETAIL)BASE PLATE:(SEE DETAIL)ANCHOR RODS:(SEE DETAIL)BASE PLATE:(SEE DETAIL)NOTE: BOTTOM OF BASE PLATE ELEVATION = TOP OF FOOTING OR PIER ELEVATION + 2" (SEE PLAN FOR FOOTING AND PIER ELEVATIONS)
SCALE:S403 3/4" = 1'-0"
4TYP COLUMN SPLICE @ ROOF
SCALE:S403 3/4" = 1'-0"
5BASE PLATE
SCALE:S403 3/4" = 1'-0"
6BASE PLATE
SCALE:S403 3/4" = 1'-0"
7BASE PLATE
SCALE:S403 3/4" = 1'-0"
8BASE PLATE
SCALE:S403 3/4" = 1'-0"
9BASE PLATE
# DESCRIPTION DATE
T/CONC
-0'-2"
T/CONC
-0'-2"
T/CONC
-0'-0"
T/CONC
-0'-10"
T/CONC
-0'-0"SLOPEEXTERIOR SLAB
SEE CIVIL
THICKENED SLAB
CONSTRUCTION OR
CONTROL JT
EXTERIOR SLAB
SEE CIVIL GFKJ
A
J CARCH
SEEARCHSEE CMU/CONC WALL
CMU WALL
CONC RAMP
SLAB DEPRESSION
OPENING IN
SLAB SEE
DETAIL H
LOWER SLAB
COLUMN ISOLATION
SEE DETAIL D
COLUMN ISOLATION
SEE DETAIL E
SLAB ON GRADE BTYPICAL SLAB ON GRADE KEY PLAN
SCALE: NTS
NOTE: KEY PLAN ILLUSTRATES CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS.
SOG01
SLAB MARK
SEE SCHEDULE
2' - 0"2' - 0"POUR SLAB, LEAVING OUT AREA
AROUND COLUMN. INFILL WITH
CONCRETE AFTER SLAB HAS
CURED
1/2" EXP JT MAT'L
COLUMN
SLAB CONTROL JT,
TYP AT ALL
COLUMN LINES
VAPOR RETARDER
CONC SLAB
COMPACTED SUB GRADE
COMPACTED GRANULAR FILL
T/SLAB
+(SEE PLAN)
FORMED KEY
VAPOR RETARDER
CONC SLAB
COMPACTED SUB GRADE
COMPACTED GRANULAR FILL
T/SLAB
+(SEE PLAN)
1/8" SAW N CONTROL JOINT, ALL
JOINTS SHALL BE SAWN WITHIN
12 HOURS OF SLAB POUR
4" 13'-0" 1"
5" 15'-0" 1 1/4"
6" 15'-0" 1 1/2"
7" 18'-0" 1 3/4"
8" 20'-0" 2"
9" 24'-0" 2 1/4"
10" 25'-0" 2 1/2"
1'-0" 25'-0" 3"
SLAB
THICKNESS
MAX
JT
SPACING
JOINT
DEPTH
NOTE:
CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, UNO.
POUR SLAB, LEAVING OUT AREA
AROUND COLUMN. INFILL WITH
CONCRETE AFTER SLAB HAS
CURED
1/2" EXP JT MAT'L
COLUMN
SLAB CONTROL JT,
TYP AT ALL
COLUMN LINES2' - 0"TYPCONC PIER (BELOW)
FOUNDATION WALL, SEE
FOUNDATION PLAN FOR
ACTUAL CONDITION
THICKEND PORTION OF
SLAB TO BE TWICE THE
SLAB THICKNESS CALLED
OUT ON THE PLANS(3) #5 CONT
REINF ALL INTERIOR
MASONRY WALLS OVER 12'-
0" HIGH w/
#5 @ 4'-0" OC, UNO
3' - 0"
x#5 DOWELS, UNO1'-0"3'-0"8" MIN SEE PLANSEE PLANSLAB THICKNESSDEPRESSION UP TOT/SLAB
+(SEE PLAN)
WWF TO CONT THRU
DEPRESSED SLAB AREA
SEE PLAN
FOR LIMITS
COMPACTED
DRAINAGE FILL PERIMETER
INSULATION -
SEE ARCH
CONC SLAB
1/2" EXP JT MAT'L
@ THRESHOLD
INTERIOR SLAB EXTERIOR SLAB
SLOPE1/4"GRANULAR FILL
T/SLAB
+(SEE PLAN)
T/W
+(SEE PLAN)
x#5 @ 48" OC1'-6"1'-6"PERIMETER
INSULATION -
SEE ARCH
CONC SLAB
1/2" EXP JT MAT'L
INTERIOR SLAB EXTERIOR SLAB
SLOPE1/4"GRANULAR FILL
T/SLAB
+(SEE PLAN)
T/W
+(SEE PLAN)
x#5 @ 48" OC1'-6"1'-6"#5x3'-0" @ 12" OC
(3) PER DOOR MINTHAN PLAN THICKNESSDEPRESSION GREATERSEEP PLANSEE PLANT/SLAB
+(SEE PLAN)
x#3 @ 12" OC
9"
9"CONC SLAB
#3 CONT
COMPACTED
DRAINAGE FILL
CONC SLAB
2
1
T/SLAB
+(SEE PLAN)
8" MIN
T/SLAB
+(SEE PLAN)
T/SLAB
+(SEE PLAN)
1/2" EXP JT MAT'L
CONC SLAB
CMU/CONC WALL
8" TYP 1' - 0" TYP THICKNESS2x SLAB1' - 0" TYP 8" TYP THICKNESS2x SLABT/STL
+(SEE PLAN)
T/STL
+(SEE PLAN)
CONC SLAB
KEY
METAL CONSTUCTION JOINT
COMPACTED DRAINAGE FILL
CONC SLAB
KEY
METAL CONSTUCTION JOINT
TYP SLAB CONSTRUCTION JT
TYP SLAB CONTROL JT
SCALE:
TYPICAL CONCRETE SLAB JOINTS
NTS A
SCALE:
TYPICAL THICKENED SLAB
NTS B
SCALE:
TYP CONCRETE RAMP DETAILS
NTS C
TOP OF RAMP
BOTTOM OF RAMP
SCALE:
TYP COLUMN ISOLATION JOINT
NTS D
SCALE:
TYP COLUMN ISOLATION JOINT
NTS E
SCALE:
TYP SECTION AT ENTRY
NTS F
SCALE:
TYP SECTION AT EXTERIOR SLAB
NTS G
SCALE:
TYP DEPRESSED SLAB SECTIONS
NTS J
SECTION
SECTION
SCALE:
TYP EXPANSION JT AT WALL
NTS K
ADDITIONAL
#4x1'-6" @
EACH CORNER
ADDITIONAL
(4) #4x1'-6"
OPENING IN
SLAB
1 1/2" CLR (TYP)LIMITS OF SLAB
REINFORCING
SCALE:
TYP SLAB ON GRADE OPENING
NTS H
NOTE:
COORD LOCATION OF
THRESHOLD w/ ARCH
DWGS
T/STL
+(SEE PLAN)
POCHE REPRESENTS
MASONRY WALL
P16
F4
P16
F4
T/P -0'-8"
T/F -2'-8"HSS6MW8 T/W -0'-8"WF24 T/F -2'-8"CW8 T/W -0'-8"
WF24 T/F -2'-8"
COL MARK, SEE SCHEDULE
FOR ACTUAL SIZE,
BASEPLATE AND ANCHOR
RODS
P16 = PIER MARK, SEE SCHEDULE
T/P = TOP OF PIER ELEV
F4 = COL FTG MARK, SEE SCHEDULE
T/F = TOP FTG ELEV
CONCRETE MASONRY UNIT WALL (MW)
SEE SCHED FOR SIZE AND REINF
T/W = TOP OF WALL ELEV
CONCRETE WALL (CW), SEE SCHED
FOR WALL THICKNESS AND REINFSPOT ELEV INDICATES
TOP OF CONC
INDICATES PLAN DETAIL
COL GRID, COLUMNS CENTERED ON
GRID INTERSECTION, UNO
T/F = TOP OF FTG ELEV
CONCRETE WALL FTG (WF), SEE
SCHED FOR SIZE AND REINF
INDICATES SECTION CUT
POCHE REPRESENTS
CONCRETE WALL1
S401
2
S401
INDICATES EDGE
OF WALL FTG
INDICATES EDGE OF WALL FTG
UNDER FLOOR SLAB
12
H
G
12
D
C
B
11
INDICATES PLAN DETAIL
INDICATES SECTION CUT
1
S401
2
S401
COL GRID, COLUMNS
CENTERED ON GRID
INTERSECTION, UNO 4"EODEDGE OF DECK,
PERIMETER ANGLE
W14x22
+23'-0"
+23'-0"
OPENING THRU
DECK AND FRAMING
W14x22 (SL)+24'-0"W14x22 +24'-0"TOP OF STEEL ELEV
AT GRID INTERSECTION
UNFACTORED REACTION
IN KIPS
TOP OF STEEL ELEV
INDICATES BEAM SIZE
JOIST SIZE32LH12
INDICATES KNEE BRACE
KB18k18kINDICATES BRACING
W14x22 +24'-0"
MOMENT CONNECTION
"X" BRIDGING
HORIZ BRIDING 36G8N11.5K +24'-0"JOIST GIRDER SIZE
(UNFACTORED)
T/JOIST GIRDER ELEV 18K5INDICATES JOIST SIZE
INDICATES BEAM SIZE
NUMBER OF
SHEAR STUDS
BEAM CAMBER
INDICATES BRACING ELEVATION5/8"W12x14 (9) C=3/4"INDICATES DECKSPAN AND DECKMARKS501
2
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S404
SOG LEGEND
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE: NTS
FOUNDATION PLAN LEGEND
SCALE: NTS
FRAMING PLAN LEGEND
# DESCRIPTION DATE
2" CLR
2" CLR2" CLR2" CLR1 1/2" CLR (TYP)SEE PLANPIER (P)
PIER REINF -
SEE SCHEDULE
CONC WALL (CW)
CONT WALL REINF
THROUGH PIER
WIDTH
EQ EQ
LENGTHEQ EQ
PIER POURED INTEGRAL
w/ WALL
COLUMN
ANCHOR RODS
WITHIN TIES
CONC PIER
PIER VERT REINF
SEE SCHEDULE
CONC FTG
T/P
+(SEE PLAN)2"2"3"2' - 8 3/4"#3 TIES @ 12" OC1' - 10"1' - 10"SEE PLAN
SEE PLAN2" CLRPIER VERT REINF
SEE SCHEDULE
TIE
A SECTION A
T/F
-(SEE PLAN)
PLACE TIE IN
FTG FOR
DOWEL
ALIGNMENT 2 1/4"1' - 10"1' - 10"SEE PLAN
SEE PLAN2" CLRPIER INTEGRATED w/ WALL1 3/4"WALL HORIZ
CONT
THROUGH PIER
REINF
COLUMN
CONC FTG (F)
T/F
-(SEE PLAN)
PLACE TIE IN
FTG ALIGNMENT
CONC SLAB w/ BLOCKOUT
AT COLUMN
T/SLAB
-(SEE PLAN)
T/F
+(SEE PLAN)
T/F
+(SEE PLAN)
1' - 0"
MATCH FOOTING REINF
IN SIZE AND NUMBER
REQ'D
2'-0"2'-0"
FTG REINF
FTG REINF
2
1 1' - 0"2'-0" MAXNOTE:
ALL BENT BARS SAME SIZE
AND SPACING AS
HORIZONTAL STEEL
CORNER DETAIL
NOTE:
ALL BENT BARS SAME SIZE
AND SPACING AS
HORIZONTAL STEEL
INTERSECTION DETAIL
NOTE:
ALL BENT BARS SAME SIZE
AND SPACING AS
HORIZONTAL STEEL
CORNER DETAIL
NOTE:
ALL BENT BARS SAME SIZE
AND SPACING AS
HORIZONTAL STEEL
INTERSECTION DETAIL
LAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHEDTOP BAR TENSIONLAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHEDTOP BAR TENSIONLAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHEDTOP BAR TENSIONLAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHED
TOP BAR TENSION
LAP - SEE SCHEDTOP BAR TENSIONSTD HOOK
#5 CONT
(2) #5 CONT , BOTT
GRANULAR FILL
CONC SLAB
1' - 0"3' - 0"BAR SIZE & NUMBER x 5'-0" TO
MATCH FTG REINF
SEE WALL FTG SCHED FOR
REINF
PVC SLEEVE AS REQ'D
LAP LENGTH
1' - 4"4"T/STL
-(SEE PLAN)8"1' - 4"
2'-0"
2
1
SEE SCHED6"MIN4"1' - 0"4' - 0"1' - 0"8"
ELEV
SEE
SILL ANGLE - L6x6x1/2"
(4) #5 HORIZ
#6 @ 12" OC, EW, T&B
HYDRAULIC SHAFT
OPNG IF REQD 3" CLRRX WATERSTOP
GRANULAR FILL
CONC SLAB
L5x3x1/4" (LLV) w/
1/2"Øx4" HS @ 2'-0" OC
T/SLAB
+(SEE PLAN)
T/ELEV SLAB
+(SEE PLAN)VERIFY w/ ELEVATOR SUPPLIER1'-0"x#5 @ 12" OC, CENTER IN WALL
2'-0"2'-0"x#5 @ 12" OC
1" CLR8"5/16 4-12
SEE ARCH FOR ELEVATOR
PIT WATERPROOFING
ELEVATOR WALL
ELEVATOR SLAB
REINF TO MATCH PIT SLAB
1' - 6"1' - 6"1' - 0"SLABDEPTHCOORDCOORD ELEVATOR SLAB
1
1
SUMP PIT, COORD SIZE,
DEPTH AND LOCATION w/
ELEVATOR SUPPLIER
T/SLAB
+(SEE PLAN)
SECTION A-A
SUMP PIT, COORD SIZE,
DEPTH AND LOCATION w/
ELEVATOR SUPPLIER
ELEVATOR WALL
ELEVATOR SLAB
ISOMETRIC OF SUMP PIT AAT/STL
+(SEE PLAN)
T/STL
+(SEE PLAN)
T/SLAB
+(SEE PLAN)
SLAB
L5x3x1/4x2'-0" (LLH) w/
(2) 1/2"x4" HSA
L3x3x3/8 (EACH FACE)
WELD TO BEAM AND HSSTYPICAL RAIL SUPPORT
HSS12x4x5/16 COORD
LOCATION w/ MFR
BEAM
DECK
EMBED PLATE 3/8"x4"x2'-0" w/
(2) 1/2"x3 1/2" HSA. WELD TO EDGE
ANGLE
DECK
1/4
L3x3x3/8 (4 SIDES OF
COLUMN) DO NOT WELD
ANGLES TO COLUMN)
AT ELEVATOR PIT
AT FLOOR
AT ROOF
1/4
TYPICAL RAIL SUPPORT
HSS12x3x5/16 COORD
LOCATION w/ MFRVERIFY CLEARANCEw/ ELEVATOR MFRW8x24 HOIST BEAM
EXTEND TO BEAM (BEYOND)
1/4
HSS RAIL SUPPORT
ELEVATOR DIVIDER
BEAM
L3x3x1/4x0'-4"
BS (TYP)
1/2" GAP FOR
FIELD FIT
ELEVATOR PIT
W12x22 ELEVATOR
DIVIDER BEAM
HSS RAIL SUPPORT
ELEVATOR DIVIDER
BEAM
HSS RAIL SUPPORT
T/STL
+(SEE PLAN)
T/STL
+(SEE PLAN)
T/STL AELEVATOR PIT PLAN
SECTION A
SCALTE: NTS
SEE 6/S403
FOR CONN
SEE WALL SCHED AND
3/S403 FOR REINF
EMBED PLATE 5/8"x12"x12"
w/ (4) 3/4"Ø x 6"HEADED
STUDS
1/4
1/4
1/4
T/STL
+(SEE PLAN)
DECK
BEAM
L3x3x3/8 (EA FACE OF COL)
DO NOT WELD ANGLES TO COL1/4
HOIST BEAM8"8"
#4 CONT TYP IN
THICKENED EDGE
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S405
TYPICAL DETAILS
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE:S405 3/4" = 1'-0"
1TYPICAL CORNER PIER DETAIL
SCALE:S405 3/4" = 1'-0"
2TYPICAL PIER DETAIL
SCALE:S405 3/4" = 1'-0"
3TYPICAL PIER ELEVATION
SCALE:S405 3/4" = 1'-0"
4TYPICAL COLUMN BASE SECTION
SCALE:S405 3/4" = 1'-0"
5TYP TOP OF FOOTING STEP
SCALE:S405 3/4" = 1'-0"
6TYP REINFORCED WALL DETAILS
SCALE:S405 3/4" = 1'-0"
7TYP TURNED DOWN SLAB SECTION
SCALE:S405 3/4" = 1'-0"
8TYP SLEEVE DETAIL AT WALL FTG
SCALE:S405 3/4" = 1'-0"
9ELEVATOR PIT DETAIL
SCALE:S405 3/4" = 1'-0"
10TYP ELEVATOR SUMP
SCALE:S405 3/4" = 1'-0"
11HSS ELEVATOR RAIL SECTION
SCALE:S405 3/4" = 1'-0"
12ELEVATOR DIVIDER BEAM SECTION
SCALE:S405 3/4" = 1'-0"
13SLAB @ GRADE
# DESCRIPTION DATE
36/3 PATTERN
ALL SUPPORTS
NOTE:
1. ALL WELDS SHALL BE 5/8"Ø PUDDLE WELDS.
2. USE (1) #10 TEK SCREWS SIDELAP FASTENER PER SPAN
3. FASTEN PERIMETER AND EDGES OF OPENINGS @ 6" OC.
3' - 0"
36/4 PATTERN
ALL SUPPORTS (TYP UNO)
36/5 PATTERN
ALL SUPPORTS
36/7 PATTERN
ALL SUPPORTS
CONTINUOUS BEAM SIMPLE BEAM (MID COLUMN)
COLUMN CENTERLINEBEAM
3/4" THICK
CAP PLATE
(TYP)
1/4" BRG STIFFENER
(ONE EACH SIDE OF
WEB) TYP d/23".
3/4"Ø BOLT (4
TOTAL)
REF NOTE 5
HSS COLUMN
3/16 MIN
1/4TYP
3/8" SHEAR TAB HSS COLUMN
BEAMBEAM
3/4"Ø BOLTS(TYP)1/2" MAX
2 1/2"4" MIN
SIMPLE BEAM @ TOP OF COLUMN SIMPLE BEAM @ TOP OF COLUMN
5/8" CAP PLATE
BEAM
3/4"Ø BOLTS
(TYP)
1/4TYP
3/8" SHEAR TAB WIDE FLANGE
COLUMN
BEAM
2 1/2"1/2" MAX
4" MIN
5/8" CAP PLATE
BEAM
3/4"Ø BOLTS
(TYP)
1/4TYP
3/8" SHEAR TAB HSS COLUMN
BEAM
2 1/2"1/2" MAX
4" MIN
ANGLE OR BENT PL,
CONT w/ 1/2"x6"STUDS
@ 12" OC (MIN
THICKNESS 3/8")
ANGLE OR BENT PL,
CONT (MIN THICKNESS
1/4")
BEAM OR JOIST
DECK
CONC SLAB
DECK
JOIST
BEAM OR
JOIST GIRDER
JOIST OR BEAM
DECK
PERIMETER ANGLE FOR
CONCRETE SLAB (BEAM
OR JOISTS)
PERIMETER ANGLE FOR ROOF
(ON JOIST)
PERIMETER ANGLE FOR ROOF
DECK (JOIST OR BEAM)
3/16 2-12
MAY BE SHOP
WELDED
3/16 2
3/16 2-12
1/2"
#3x3'-0" w/ 180DEG
HOOKED ENDS @
12" OC
#5 CONT ON STUDS DECK
JOIST
BEAM OR JOIST
GIRDER
PERIMETER ANGLE FOR
CONCRETE SLAB (ON JOIST)
3/16 2
1/2"
ANGLE OR BENT PL,
CONT w/ 1/2"x6"STUDS
@ 12" OC (MIN
THICKNESS 3/8")
ANGLE OR BENT
PL, CONT (MIN
THICKNESS 1/4")
#3x3'-0" w/ 180DEG
HOOKED ENDS @
12" OC
#5 CONT ON STUDS
SEE PLAN SEE PLAN
SEE PLANSEE PLAN
FRAMING MEMBERS
BEAMS OR JOISTS
PROVIDE L3x3x1/4 FOR EDGE
OF DECKING SUPPORT FIELD
WELD OR SHOP WELD TO
OPENING FRAME (4 REQ'D)
OPENING
ANGLE SIZE FOR OPNG FRAME:
HORIZ LEG = 3"
VERT LEG = DEPTH OF SLAB
THICKNESS = 3/8" MIN
NOTES:
1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR
WITH OPENING SIZE AND LOCATIONS.
2. REFER TO ARCH DWGS FOR LOCATION OF OPENINGS.
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN
12" SQUARE.
4. PROVIDE THIS DETAIL FOR OPENINGS UP TO 3'-0" x 3'-0"
SQUARE (MAX).
1/4 TYP
WP
ERECTION BOLT
(TYP)
COLUMN HSS BRACE
COL BASE PLATE
GUSSET PLATE
WP
ERECTION BOLT
(TYP)
HSS BRACEGUSSET PLATE
T/STL
+(SEE PLAN)
BEAM
TYP
ROOF CURB
DECK
CHANNEL
PROVIDE STIFFENER L2x2x1/4
EA SIDE OF JOIST TO BOTTOM
CHORD PANEL POINT
CENTERLINE
OF JOIST OR
BEAM
EXTEND CHANNELS TO NEXT
JOIST IF REQ'D, DO NOT
CANTILEVER MORE THAN 1'-0"
MECHANICAL UNIT
MECHANICAL CURB MUST BE
CAPABLE OF SPANNING TO
SIDE CHANNELS
6'-0"
CENTERLINE OF
JOIST OR BEAM
JOIST ONLY
L3x3x1/4 FRAME
AT OPNG
JOIST PANEL POINT
VARY w/ TYPE OF JST,
SEE PLAN FOR SIZE
(JOIST ONLY)
SECTION A
CHANNEL FRAME PLAN
1' - 11"
MAX
O P N G S IZ E
OPNG SIZE
L3x3x1/4 (TYP)C L T O C L O F F R A M IN G
C O P E A S R E Q 'D @
C O R N E R S T O F IT
O V E R J O IS T S T O P
C H O R D O R B E A M
F L A N G E
OPNG
CL
CLDECKSPANC6x10.5
C6x10.5
FRAMING
ANGLE FRAME DETAIL
NOTES:
1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR
WITH SIZES AND LOCATIONS
2. REFER TO ARCH DRAWINGS FOR LOCATIONS OF
OPENINGS.
3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER
THAN 12" SQUARE, INCLUDING ROOF DRAINS.
4. PROVIDE CHANNEL FRAME FOR UNITS GREATER
THAN 250lbs FOR OPEINGS.AAWHERE C6
CROSSES
JST OR BM
1/4 TYP
1/4 TYP
DECK
BEAM
SLIT PLATE AT BEAM WEB
MIN PLATE 1/2"x4", OR AS
SHOWN ON OTHER SECTIONS
T/STL
+(SEE PLAN)
3/4"
EXTENSION IF IDENTIFIED IN
SPECIFIC DETAILS (NOTE 2)A2 1/2"2 1/2" FOR "K" SERIES JST SEAT
5" FOR "LH" SERIES JOIST SEATBEAM
T/STL
+(SEE PLAN)
SECTION A
NOTES:
1. COPE BEAM TO GIRDER FLANGE.
2. TOP FLANGE AND PLATE MAY BE
EXTENDED AS CANTILEVERE, SEE SPEC.S
3. PLATE MAY BE BOLTED TO GIRDER, SEE
SPECS.
OR AS SHOWN ON
OTHER SECTIONS
EXTENSION OR AS SHOWN ON
OTHER SECTIONS
ALT: 1/2" A325 BOLTS TO
SUPPORTING BEAM OR
GIRDER (SEE NOTE 3)
3/16 NS, FS
OR AS
SHOWN ON
OTHER
SECTIONS
3/16 2
TYP
1/4 2
0 0
ROOF DRAIN (SEE PLUMBING
DRAWINGS FOR OPENING SIZE
AND LOCATION)
BEAM
L3x3x1/4 SUPPORT FRAME
BEAM
14 GA 24"x24" PANS (SEE MECH)
OVERFLOW DRAIN (SEE PLUMBING
DRAWINGS FOR OPENING SIZE AND
LOCATION)
DECK
L?
INTERIOR EXTENSION
EXTENSION
EXTERIOR
EXTENSION
INTERIOR
EXTENSION
EXTERIOR
LINTEL PLAN REPRESENTATION
LINTEL MARK
LINTEL
INDICATES LINTEL
START END
WALL
WALL
INTERIOR EXTERIOR
CENTERLINE OF
STEEL LINTEL
LINTEL (WIDE FLANGE OR HSS)ALINTEL SECTION A
T/STL
B/STL
T/PLATE
B/PLATE
SEE PLAN FOR
ELEVATION CALLED
OUT
WIDTH
TOTAL
TOTAL WIDTH THICKNESSTHICKNESSTOP PLATE
BOTTOM
PLATE
DECK
JOIST
BEAM
1/8 2
JOIST
1/4 3
1/4 3
STIFFENED JOIST
SEAT ANGLE - SEE
SCHEDULE
COLUMN
JOIST
DECK
BEAM
3/4" CAP PLATE
JOIST
STABILIZER PLATE
COLUMN
COLUMN
ANGLE
ELEVATION @ TYP
UNSTIFFENED SEAT
UNSTIFFENED JOIST SEAT ANGLE
BEARING CAPACITY
MIN COL WIDTH 6"
WIDTH
MIN COL W OR HSS COL
ANGLE WIDTH
MIN COL W OR HSS COL
3/8" STIFFENER
PLATE
COLUMN
ELEVATION @ TYP
STIFFENED SEAT
SEAT ANGLE
SEAT ANGLE
LENGTH
ASD CAPACITY
L5x3 1/2x3/8 (LLV)
L5x3 1/2x1/2 (LLV)
4"
1.9k
4.1k
8"
5"
2.4k
5.1k
8"
6"
2.9k
6.2k
9"
7"
3.4k
7.2k
10"
8"
3.9k
8.2k
12"
9"
4.4k
9.3k
12"
10"
4.9k
10.3k
STIFFENED JOIST SEAT ANGLE
BEARING CAPACITY
MIN COL WIDTH 6"
SEAT ANGLE
SEAT ANGLE
LENGTH
ASD CAPACITY
L6x4x1/2 (LLV)
L6x4x1/2 (LLV)
4"
26.0k
44.2k
8"
5"
8"
6"
9"
7"
10"
8"
12"
9"
12"
10"
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
26.0k
44.2k
5/16
3/4" RET @
TOP
5/16TOP & SIDES
5/16
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S406
TYPICAL DETAILS
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE:S406 3/4" = 1'-0"
2ROOF DECK FASTENER PATTERN
SCALE:S406 3/4" = 1'-0"
3TYP STL BEAM CONNECTIONS
SCALE:S406 3/4" = 1'-0"
4TYP PERIMETER ANGLE CONN
SCALE:S406 3/4" = 1'-0"
5FLR SLAB FRAMED OPNG DETAIL
SCALE:S406 3/4" = 1'-0"
6BRACED FRAMED DETAIL
SCALE:S406 3/4" = 1'-0"
7BRACED FRAMED DETAIL
SCALE:S406 3/4" = 1'-0"
8TYPICAL ROOF OPENING FRAME
SCALE:S406 3/4" = 1'-0"
9TYP SEAT BRG FOR BEAMS
SCALE:S406 3/4" = 1'-0"
10SECTION @ ROOF DRAIN
SCALE:S406 1 1/2" = 1'-0"
11STEEL LINTEL KEY PLAN
SCALE:S406 3/4" = 1'-0"
12JSTS TO BEAM CONN DETAIL
SCALE:S406 3/4" = 1'-0"
13TYP JOIST SEAT AT COLUMN
SCALE:S406 3/4" = 1'-0"
14JOIST TO COLUMN DETAIL
SCALE:S406 3/4" = 1'-0"
15JOIST SEAT BRG CAPACITY
# DESCRIPTION DATE
D D.1
T/F
(SEE PLAN)
T/LEDGE
(SEE PLAN)
T/SLAB
(SEE PLAN)
CW14
FUTURE SLAB
E
T/SLAB
(SEE PLAN)
T/SLAB
(SEE PLAN)
T/F
(SEE PLAN)
CW101/2" EXP JOINT MATERIAL
SOG04P
T/SLAB
(SEE PLAN)
T/F
(SEE PLAN)
SOG04P
1/2" EXP JOINT
MATERIAL
1
1' - 10"
7"7"8"
T/LEDGE
(SEE PLAN)
T/F
(SEE PLAN)
T/LEDGE
(SEE PLAN)
CW14
FUTURE SLAB
1
7"7"
NOTE: FOOTING REINF IS
CONTINUOUS THROUGH COLUMN
FOOTING
NOTE: WALL HORIZONTALS
ARE CONTINUOUS THROUGH
PIER ELEMENTS
1' - 10"
T/LEDGE
(SEE PLAN)
T/F
(SEE PLAN)
T/SLAB
(SEE PLAN)
1
7"7"8"
1' - 10"5' - 3 1/8"
T/LEDGE
(SEE PLAN)
T/F
(SEE PLAN)
T/SLAB
(SEE PLAN)
T/SLAB
(SEE PLAN)
CW14
CW8
SOG04P
1/2" EXP JOINT MATERIAL6"8"1' - 6"(2) #4 CONT
T/SLAB
SEE PLAN
T/SLAB
SEE PLAN
SEE ARCH FOR NUMBER OF RISERSEQUAL RISERS#3 NOSING
BAR (TYP)
WWF
T/SLAB
SEE PLAN
8"CONC WALL
(CW)
1'-6"1'-6"x#4 @ 12" OC #4 x 1'-4" @ 12" OC
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S407
SECTIONS &
DETAILS
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE:S407 3/4" = 1'-0"
1SECTION
SCALE:S407 3/4" = 1'-0"
2SECTION
SCALE:S407 3/4" = 1'-0"
3SECTION
SCALE:S407 3/4" = 1'-0"
4SECTION
SCALE:S407 3/4" = 1'-0"
5SECTION
SCALE:S407 3/4" = 1'-0"
6SECTION
SCALE:S407 3/4" = 1'-0"
7SECTION
4
# DESCRIPTION DATE
4 Addendum 04 2017-04-17
8
BEAM
BEAM
T/STL
+(SEE PLAN)
SEE PLAN
EOS
BENT PLATE -
SEE 4/S406
SLAB
CFS FRAMED WALL
VENEER - SEE ARCH
L7X4X1/2
L3x2x3/16 KICKERS W/
1/4x4x4 TABS @
4'-0" OC TYP
(2) AT BRICK PILASTER ELEMENTS
8
BEAM
T/STL
+(SEE PLAN)
BENT PLATE -
SEE 4/S406
SLAB
CFS FRAMED WALL
VENEER - SEE ARCH
SEE PLAN
EOS
L7X4X1/2
L3x2x3/16 KICKERS W/
1/4x4x4 TABS @
4'-0" OC TYP
(2) AT BRICK PILASTER ELEMENTS
BEAM
8
BEAM
BEAM
T/STL
+(SEE PLAN)
BENT PLATE -
SEE 4/S406
SLAB
CFS FRAMED WALL
VENEER - SEE ARCH
SEE PLAN
EOS
L7X4X1/2
8
BEAM
T/STL
+(SEE PLAN)
SLAB
CFS FRAMED WALL
VENEER - SEE ARCH
SEE PLAN
EOS
L7X4X1/2
BENT PLATE -
SEE 4/S406
L3x2x3/16 KICKERS W/
1/4x4x4 TABS @
4'-0" OC TYP
(2) AT BRICK PILASTER ELEMENTS
PROVIDE (5) BOLT DBLE
CLIP AT GRID C AS
TORSIONAL RESTRAINT
FOR EDGE GIRDER.
8
T/SLAB
+(SEE PLAN)
SEE PLAN
EOS
BENT PLATE -
SEE 4/S406
CFS FRAMED WALL
VENEER - SEE ARCH
BEAM
L7X4X1/2
L3x2x3/16 KICKERS W/
1/4x4x4 TABS @
4'-0" OC TYP
(2) AT BRICK PILASTER ELEMENTS
SEE PLAN
EOS
D
T/SLAB
+(SEE PLAN)
SEE 4/S406
BENT PLATE -
CANTILEVERED CFS
KNEE WALL
VENEER - SEE ARCH
BEAM
SEE PLAN
EOS
GALV LOOSE LINTEL,
SEE SCHEDULE
5/16 2-12
5/16 2-12 TYP
L7X4X1/2
L3x2x3/16 KICKERS W/
1/4x4x4 TABS @
4'-0" OC TYP
(2) AT BRICK PILASTER ELEMENTS
D
SEE PLAN
EOS
T/SLAB
+(SEE PLAN)
BENT PLATE -
CFS FRAMED WALL
VENEER - SEE ARCH
BEAM
SEE 4/S406
SLAB
GALV LOOSE LINTEL,
SEE SCHEDULE
VENEER PILASTER-
SEE ARCH
L7X4X1/2
5/16 2-12
5/16 2-12 TYP
L3x2x3/16 KICKERS W/
1/4x4x4 TABS @
4'-0" OC TYP
(2) AT BRICK PILASTER
ELEMENTS
D
T/SLAB
+(SEE PLAN)
BENT PLATE -
CFS FRAMED WALL
VENEER - SEE ARCH
BEAM
SLAB
SEE PLAN
EOS
SEE 4/S406
L7X4X1/2
VENEER - SEE ARCH
560PLF BRICK
L3x2x3/16 KICKERS W/
1/4x4x4 TABS @
4'-0" OC TYP
(2) AT BRICK PILASTER ELEMENTS
D D.1
SEE PLAN
EOS2' - 6"
T/SLAB
+(SEE PLAN)
SEE 4/S406
BENT PLATE -
BEAM
JOIST
SLAB
CURTAIN WALL
ATTACHMENT BY OTHERS
E
L2x2x3/16
L2x2x3/16
L3x3x1/4
L4x4x3/16 L6x6x5/16 CONT,COORDINATE ANGLE
POSITION, ELEVATION, AND EXTENTS w/
ARCHITECT & CURTAIN WALL DETAILS
CEILING FRAMING BY OTHERS
WALL FRAMING BY
OTHERS BEARING
INTO L6x6
LOCATE SUPPORT FRAMES
AT JOIST BOTTOM CHORD
PANEL POINTS NOT MORE
THAN 4'-0" OC
3/16
3/16TYP
3/16
3/16
3/16TYP
CFS DESIGNER NOTE CANTILEVERED KNEE WALL
CONDITIONS THROUGHOUT PROJECT. COORDINATE
WITH CURTAINWALL WIND REACTIONS WHEN
DESIGNING ATTACHMENT TO SLAB EDGE, COORDINATE
TOP TRACK GAGE WITH CURTAINWALL REQUIREMENTS.
1
BEAM
JOIST
SLAB
BENT PLATE -
SEE 4/S406
T/SLAB
+(SEE PLAN)
DESIGN JOIST EXTENTIONS
FOR 150 PLF WALL LOAD
SEE PLAN
EOS
L6X6X5/16
L4x4x1/4 @ 5'-0" OC
MATCHING JOIST
LAYOUT AND AT
COLUMN
L2x2x3/16 EA LOCATION
3/16
3/16
3/16
SEE 9/S408
FOR SPECIAL CFS
FRAMING NOTES
COORDINATE EXTENTS
w/ ARCHITECT
1
SEE PLAN
EOS
SLAB
T/SLAB
+(SEE PLAN)
VENEER - SEE ARCH
BEAM
JOIST
CFS FRAMED WALL
CFS FRAMED WALL
L7X4X1/2
DESIGN JOIST EXTENSIONS
FOR 560PLF WALL LOAD
4
SEE PLAN
EOS
BEAM
JOIST
BEAM
T/SLAB
+(SEE PLAN)
T/SLAB
+(SEE PLAN)
SLAB
SLAB
CFS FRAMED WALL
L6x4x5/16
1/4 2-12
D
BENT PLATE -
SEE 4/S406
SEE PLAN
CURTAIN WALL
ATTACHMENT BY OTHERS
A
L3x3x3/16
L2x2x3/16
L3x3x3/16
L2x2x3/16
L2x2x3/16
L3x3x3/16
L4x4x1/4 CONT
3/16 TYP
3/16
3/16 TYP
3/16
3/16TYP
FRAMES AT 4'-0" OC MAX, LOCATE AT JOIST
BOTTOM CHORD PANEL POINTS
T/CONC +130' - 0"
COORDINATE B/STL ELEV AND
OFFSET FROM GRID WITH
ARCHITECTURAL
A
1/4
1/4 TYP
1/4
1/2" END PLATE w/ (4) 3/4" BOLTS AT COLUMNS
MC18X42.7
L6X3-1/2X3/8
1 1/2"T/STL +156' - 1 1/2"
SEE ADJACENT SECTIONS FOR
OTHER INFORMATION
1/4
1/4
L3x3x1/4 KICKERS TO T/
CHANNEL @ 6'-0" OC
1
3/16TOP & SIDES
CLIP ANGLE TO FAR CHANNEL
BEYOND COLUMN w/ (2) 3/4"
BOLTS ON WIDE SPREAD
L6X3-1/2X3/8
MC18X42.7
1/2"x10" END PLATE ON HSS
w/ (4) 3/4" BOLTS
HSS 6X6x1/4 HANGER AND CANTILEVER ARM
w/ 1/2" CAP PLATE AND (4) 3/4" BOLT TO
BEAM. CENTER ON ROOF BEAM
L4x4x1/4 TO BEAM
1/4
0 0
1' - 0"SEE ADJACENT SECTIONS FOR
OTHER INFORMATION
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S408
SECTIONS &
DETAILS
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE:S408 3/4" = 1'-0"
1SECTION
SCALE:S408 3/4" = 1'-0"
2SECTION
SCALE:S408 3/4" = 1'-0"
3SECTION
SCALE:S408 3/4" = 1'-0"
4SECTION
SCALE:S408 3/4" = 1'-0"
5SECTION
SCALE:S408 3/4" = 1'-0"
6SECTION @ WINDOW
SCALE:S408 3/4" = 1'-0"
7SECTION
SCALE:S408 3/4" = 1'-0"
8SECTION
SCALE:S408 3/4" = 1'-0"
9SECTION
SCALE:S408 3/4" = 1'-0"
10SECTION
SCALE:S408 3/4" = 1'-0"
11SECTION
SCALE:S408 3/4" = 1'-0"
12SECTION
SCALE:S408 3/4" = 1'-0"
13SECTION
2
2
SCALE:S408 3/4" = 1'-0"
14SECTION
2
SCALE:S408 3/4" = 1'-0"
15SECTION
2
SCALE:S408 3/4" = 1'-0"
16SECTION
# DESCRIPTION DATE
2 Addendum 02 2017-04-03
A
EOS
6 3/4"
T/SLAB
+(SEE PLAN)
T/SLAB
+(SEE PLAN)
3/16 2
3/16 2
PL 1/2 w/ (2) 3/4" BOLTS TO BEAM FLANGE
L4x4x3/8 SEAT CLIPS w/ (2) 3/4" BOLTS
3/16
3/16 3/4" RET @
TOP
CLIP ANGLES OR SINGLE TABS AT
FABRICATORS DISCRETIONL6x4x5/16
A
T/SLAB
+(SEE PLAN)
SEE PLAN
EOS
SLAB
CFS FRAMED WALL
BEAM
CFS FRAMED WALL
VENEER -
SEE ARCH
BENT PLATE -
SEE 4/S406
L4x4x3/8 HANGER STUB w/ 3/4" BOLT
AND 1/8"x3x3 FABRIKA THERMAL BREAK
PAD BETWEEN WT AND HANGER.
3/16 TYP
1/4" GALV STEEL PLATE
WT8X25
C5X6.7
3/16
3/16
3/16 2-12
TYP
SEE ARCH FOR DIMENSIONS, ELEVATIONS, 1/4"
PLATE EXTENTS, GUTTER CONSTRUCTION AND
ATTACHMENTS, ALL SEALANT CONDITIONS.
ALL WELDS TO GALV MATERIAL ARE TO BE
TOUCHED UP WITH ZINC RICH COLD GALVANIZING
PAINT.
INTERMEDIATE WTs ARE SUPPORTED ON
CHANNELS, CHANNELS ARE CONTINUOUS BETWEEN
CANTILEVERD WTs
GALV
C5X6.7
L7X4X1/2
BACK OF
INTERMEDIATE WTs
AT BACK OF PLATE
A
T/SLAB
+(SEE PLAN)
SEE PLAN
EOS
SLAB
BEAM
VENEER -
SEE ARCH
CFS FRAMED
WALL
L7X4X1/2
BENT PLATE -
SEE 4/S406
L3x2x3/16 KICKERS W/
1/4x4x4 TABS @
4'-0" OC TYP
(2) AT BRICK PILASTER ELEMENTS
B
T/SLAB
+(SEE PLAN)
SLAB
BEAM
1/4 2-12
L6x4x5/16 x CONT (LLV)
STAIR CONNECTION TO
BEAM BY STAIR SUPPLIER
STAIR STRINGER -
SEE ARCH
2' - 10"
FUTURE CHASE, INITIAL SLAB
CONTINUOUS, TYP ALL FLOORS
2
SEE PLAN
EOS
L6x6x3/8 x CONT
SEE 4/S406
1/4 2-12
T/SLAB
+(SEE PLAN)
SLAB
BEAM
JOIST
BY STAIR
SUPPLIER
3/8" CONNECTION PLATE -
FULL HEIGHT STIFFENER
PLATE
STAIR HANGER ROD -
BY STAIR SUPPLIER
STAIR LANDING -
BY STAIR SUPPLIER
L3x3x1/4 BRACE
3/8" CONN PLATE
1/4 EA END
1/4 3
1/4 3
C
T/SLAB
+(SEE PLAN)
SEE PLAN
EOS
1/4 2-12
SLAB
BEAM
CFS SHAFT WALL -
SEE ARCH
3/8"x6"x EOS x CONT
BENT PLATE
SEE 4/S406
EOD - SEE PLAN
#4 CONT
CENTERLINE OF BEAM
#3 x @ 12" OC2'-0"
T/SLAB
+(SEE PLAN)
BEAM
SILL ANGLE L6x6x1/2
(COORD w/ ELEVATOR MFR)
3/8"x6" x EOS x CONT BENT PLATE
w/ 1/2"Ø x 6" HS @ 1'-0" OC
3
L6x4x5/16 x CONT
3/16 TYP
T/SLAB
+(SEE PLAN)
EOS - SEE PLAN
T/STL
+(SEE PLAN)
1/4 3
1/4 3
BEAM JOIST
SHAFT WALL NOT
SHOWN FOR CLARITY
SEE 4/S406
JOIST FABRICATOR NOTE
UNBRACED TOP CHORD
CONDITION AT CHASE.
L6x4x5/16
PERIMETER ANGLES
L5x3x1/4 ALIGNED w/
JOIST LAYOUT
A
SEE 15/S408
FOR COLUMN STUB, CHANNEL,
AND BRICK LEDGER
L4x4x1/4 @ 6'-0" OC TO BEAM WEB
SEE 3/S409
FOR BALANCE OF INFORMATION
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S409
SECTIONS &
DETAILS
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE:S409 3/4" = 1'-0"
1SECTION
SCALE:S409 3/4" = 1'-0"
2SECTION @ PIER & CANOPY
SCALE:S409 3/4" = 1'-0"
3SECTION
SCALE:S409 3/4" = 1'-0"
4SECTION @ STAIR
SCALE:S409 3/4" = 1'-0"
5SECTION
SCALE:S409 3/4" = 1'-0"
6SECTION
SCALE:S409 3/4" = 1'-0"
7EDGE OF SLAB AT ELEVATOR
SCALE:S409 3/4" = 1'-0"
8SECTION2 2
2
SCALE:S409 3/4" = 1'-0"
9SECTION2
# DESCRIPTION DATE
2 Addendum 02 2017-04-03
1
T/STL
+(SEE PLAN)
JOIST
BEAM
DECK
VERTICAL SLIDE CLIP TO BENT
PLATE
BENT PLATE w/ 4" VERT LEG, PROVIDE
1/2" ALIGNMENT GAP.
T/PARAPET
+(SEE ARCH)
SEE 2/S410
FOR BALANCE
OF INFORMATION
EOD - SEE PLAN
1
BEAM
JOIST
DECK
T/STL
+(SEE PLAN)
VERTICAL SLIDE CLIP TO BENT
PLATE
BENT PLATE w/ 4" VERT LEG, PROVIDE
1/2" ALIGNMENT GAP, VERIFY CFS STUD
DEPTH BEFORE FABRICATION (3 5/8"
STUD FRAMING INDICATED ON ARCH).
L4x4x1/4 CONT BRICK LEDGE,
FASTENING TO CFS FRAMING BY
OTHERS FOR 40 PLF DL. SEE ARCH FOR
ELEVATION
C6x10.5 CONT
SEE JOIST REINF DETAIL IF CHANNEL DOES NOT
BEAR DIRECTLY OVER TOP CHORD PANEL POINT.
3/16 2
3/16 2
CFS FRAMING BY OTHERS,
SEE ARCH FOR SHEATHING
CFS FRAMING BY OTHERS, NOT THIS
WALL CARRIES THE PARAPET AND
CANTILEVER ABOVE.
T/PARAPET
+(SEE ARCH)
SEE PLAN
EOD
1
T/STL
+(SEE PLAN)
BEAM
DECK
L4x4x1/4 CONT BRICK LEDGE,
FASTENING TO CFS FRAMING BY
OTHERS FOR 40 PLF DL. SEE ARCH FOR
ELEVATION
BUILT-UP ANGLE EXTENSION
FOR EDGE ANGLE SUPPORT
SEE 2/S410
FOR BALANCE OF
INFORMATION
A
T/STL
+(SEE ARCH)
BEAM
BEAM
C4x7.2xCONT
C6x10.5 @ 4'-0" OC3/16 2
3/16 2
SEE 2/S410
FOR BALANCE OF
INFORMATION
L4x4x1/4 CONT BRICK LEDGE,
FASTENING TO CFS FRAMING BY
OTHERS FOR 40 PLF DL. SEE ARCH FOR
ELEVATION
EOD - SEE PLAN
8
C6x10.5xCONT
L4x4x1/4 CONT
SEE ARCH FOR
GEOMETRY OF PARAPET
SEE PLAN
EOD
L4x4x1/4 CONT BRICK LEDGE,
FASTENING TO CFS FRAMING BY
OTHERS FOR 40 PLF DL. SEE ARCH FOR
ELEVATION
8
C6x10.5xCONT
L4x4x1/4 CONT
L4x4x1/4 CONT BRICK LEDGE,
FASTENING TO CFS FRAMING BY
OTHERS FOR 40 PLF DL. SEE ARCH FOR
ELEVATION
8
C6x10.5xCONT
L4x4x1/4 CONT
L4x4x1/4 CONT BRICK LEDGE,
FASTENING TO CFS FRAMING BY
OTHERS FOR 40 PLF DL. SEE ARCH FOR
ELEVATION
SEE PLAN
EOD
D.1
SEE 2/S410 FOR BALANCE OF
INFORMATIONSEE 5/S410
NOTE: SECTION IS APPROXIMATE,
COMPLETE ARCHITECTURAL IS NOT
AVAILABLE AT THIS CONDITION FOR
STEEL PACKAGE.
E
EOD - SEE PLAN
D D.1
L4x4x1/4 CONT BRICK LEDGE,
FASTENING TO CFS FRAMING BY
OTHERS FOR 40 PLF DL. SEE ARCH FOR
ELEVATION
SEE 5/S410
FOR BALANCE OF
INFORMATION
SEE PLAN
EOD
E
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S410
SECTIONS &
DETAILS
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE:S410 3/4" = 1'-0"
1SECTION
SCALE:S410 3/4" = 1'-0"
2SECTION
SCALE:S410 3/4" = 1'-0"
3SECTION
SCALE:S410 3/4" = 1'-0"
5SECTION
SCALE:S410 3/4" = 1'-0"
6SECTION
SCALE:S410 3/4" = 1'-0"
7SECTION
SCALE:S410 3/4" = 1'-0"
8SECTION
SCALE:S410 3/4" = 1'-0"
9SECTION
SCALE:S410 3/4" = 1'-0"
4SECTION
4
4 4
4
4
# DESCRIPTION DATE
4 Addendum 04 2017-04-17
C
3/8" BENT PLATE
L4x4x1/4 CONT (SLOPED)
1/4TYP 1' - 0"
1' - 2 1/2"
3 1/2"
6
3/8" BENT PLATE
L3x3x1/4 CONT
L4x4x3/8" SEAT CLIP
1/4
1/4
6' - 3 3/4"
5' - 9 3/4"
NOTE: CORNERS MAY BE
MITERED OR BUTTED WITH 1/4"
END PLATE
3 1/2"
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S411
SECTIONS &
DETAILS
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE:S411 3/4" = 1'-0"
1SECTION
SCALE:S411 3/4" = 1'-0"
2SECTION
2
2
# DESCRIPTION DATE
2 Addendum 02 2017-04-03
WP
1 5/8" MAXERECTION BOLT
(OPTIONAL)
3/8
3/8 TYP
1/4
1/4
3/4" GUSSET PLATE - GRADE 50
(CENTERED ON BEAM)
HSS BRACE SLOTTED TO
ACCOMODATE 3/4" PLATE
BEAM
3/8" STIFFENER
PLATE EACH FACE
1/2"x5" STIFFENER
PLATE EACH FACE
5/16
5/16TYP
C
WP
5/16
5/16 TYP
3/4" GUSSET PLATE - GRADE 50
(CENTERED ON BEAM)
HSS BRACE SLOTTED TO
ACCOMODATE 3/4" PLATE
1/4
1/4TYP
3/8
3/8TYP
1/2"x5" STIFFENER PLATE
EACH FACE
ERECTION BOLT
(OPTIONAL)
COLUMN
BEAM
C
WP 1 1/2" MAX3/4" GUSSET PLATE - GRADE 50
(CENTERED ON BEAM)
HSS BRACE SLOTTED TO
ACCOMODATE 3/4" PLATE
ERECTION BOLT
(OPTIONAL)
5/16
5/16
3/8
3/8 TYP
3/8" STIFFENER PLATE -
EACH FACE
BEAM
1/2"x6" STIFFENER PLATE -
EACH FACE
1/4
1/4
B
WP
1 1/2" MAX5/16
5/16
COLUMN
3/8
3/8 TYP
BEAM
ERECTION BOLT
(OPTIONAL)
3/8" STIFFENER PLATE -
EACH FACE
SLAB
BEAM
HSS BRACE SLOTTED TO
ACCOMMODATE 3/4"
PLATE
3/4" GUSSET PLATE - GRADE
50 (CENTERED ON BEAM)
C
WP
3/8 13
3/4" GUSSET PLATE - GRADE 50
(CENTERED ON COLUMN)
HSS BRACE SLOTTED
TO ACCOMODATE 3/4"
PLATE
ERECTION BOLT
(OPTIONAL)
1/2"x5" STIFFENER
PLATE EACH FACE
1/4
1/4
3/4
3/4
PIER (P)
SHEAR LUG
BLOCKOUT
SHEAR LUG
3"x5"x1'-2"
7/16
w/ (6) 1 1/2"Ø ANCHOR RODSBASE PLATE 2 1/2"x2'-2"x2'-10"2" NON-SHRINK GROUTT/P
(SEE PLAN)
3/8
COLUMN
NOTE:
COLUMN ORIENTATION
VARIES @ SIM
C
3/8 13
3/4" GUSSET PLATE - GRADE 50
(CENTERED ON COLUMN)
HSS BRACE SLOTTED
TO ACCOMODATE 3/4"
PLATE
ERECTION BOLT
(OPTIONAL)
1/2"x5" STIFFENER
PLATE EACH FACE
1/4
1/4
3/4
3/4
PIER (P)
SHEAR LUG
BLOCKOUT
SHEAR LUG
3"x5"x1'-2"
7/16
T/P
(SEE PLAN)
3/8
COLUMN
NOTE:
COLUMN ORIENTATION
VARIES @ SIM
WP
2" NON-SHRINK GROUTw/ (6) 1 1/2"Ø ANCHOR RODSBASE PLATE 2 1/2"x2'-2"x2'-10"D.1 E
1/4" GALV STEEL PLATE
3/16 2-12
TYP
SEE ARCH FOR DIMENSIONS, ELEVATIONS,
1/4" PLATE EXTENTS, GUTTER CONSTRUCTION
AND ATTACHMENTS, ALL SEALANT
CONDITIONS.
ALL WELDS TO GALV MATERIAL ARE TO BE
TOUCHED UP WITH ZINC RICH COLD
GALVANIZING PAINT.
GALVWT6X25
W12X30
W12X30
W12X30
3/16
3/16
L3x3x3/8 SEAT CLIP
TAPERED TO SLOPE w/ (2)
3/4 GALV BOLTS1/4
1/4
GALV
GALV7/16
7/16 TYP
1 1/2" PL w/ (8) 1" BOLTS
1/4" FABRIKA THERMAL ISOLATION PAD
3/8" WEB DOUBLER BOTH SIDES
5/16
GALV
5/16
5/16 TYP
3/4" FITTED STIFFENERS BOTH SIDES
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S412
SECTIONS &
DETAILS
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE:S412 3/4" = 1'-0"
1BRACING DETAIL
SCALE:S412 3/4" = 1'-0"
2BRACING DETAIL
SCALE:S412 3/4" = 1'-0"
3BRACING DETAIL
SCALE:S412 3/4" = 1'-0"
4BRACING DETAIL
SCALE:S412 3/4" = 1'-0"
5BRACING DETAIL
SCALE:S412 3/4" = 1'-0"
6BRACING DETAIL
SCALE:S412 3/4" = 1'-0"
7SECTION @ CANOPY 1
# DESCRIPTION DATE
1 Addendum 01 2017-03-13
BC
W21X55
W24X55
W21X55
W21X55W12X53W12X96 W12X96W12X53HSS12X12X3/8HSS12X12X3/8HSS12X12X1/4
HSS12X12X1/4
S412
2
HSS8X8X3/8 HSS8X8X3/8HSS8X8X5/16 H
S
S
8
X
8
X
5/1
6
HSS6 X6 X1 /4
HSS6X6X1/4HSS6X6X1/2 H
S
S
6
X
6
X
1/2
±167k±
1
6
7
k±137k±
1
3
7k±104k±
1
0
4k±48k±
4
8
k
S403
1
SPLICE
S403
1
SPLICE
S403
4
SPLICE
S403
4
SPLICE
T/P +99' - 0"
T/F +92' - 0"
T/STL +115' - 1"
T/STL +129' - 1"
T/STL +143' - 1"
T/STL +159' - 4"
T/STL +161' - 10"
T/STL +170' - 0"
25' - 0"
TYP
S412
1 TYP
S412
5
TYP
BC
W16X31
W21X62
W21X62
W21X62W12X40 W12X40W12X72W12X72HSS6X6X3/8H S S8X 8X3 /8H S S 8X 8X1 /2
HSS10X10X3/8±4 2 k±9 8 k
±1 4 0 k
±1 6 8 k
T/F +94' - 0"
T/P +99' - 0"
T/STL +115' - 1"
T/STL +129' - 1"
T/STL +143' - 1"
T/STL +158' - 7"
25' - 0"
S403
1
SPLICE
S403
1
SPLICE
S412
3
TYP
S412
4
S412
6
2 3
HSS12X12X1/4
HSS12X12X1/4
W21X44
W24X55
W24X55
W24X62W12X53HSS12X12X3/8HSS12X12X3/8W12X53W12X96W12X96HSS10X10X1/2 HSS10X10X1/2
HSS10X10X1/2 HSS10X10X1/2
HSS10X10X1/4 HSS10X10X1/4
HSS8X8X1/4 HSS8X8X1/4
±227k±227k±189k±189k±137k±137k±70k±70k30' - 0"
T/STL +170' - 0"
T/STL +161' - 10"
T/STL +159' - 4"
T/STL +143' - 6"
T/STL +129' - 6"
T/STL +115' - 6"
T/P +99' - 0"
T/F +92' - 0"
S403
1
SPLICE
S403
1
SPLICE
S403
4
S403
4
SPLICESPLICE
S412
1 TYP
S412
2 SIM
TYP
S412
5
SIM
TYP
SS
ROC
PROFE.AI GNNIOLAE RER
SASTATE OF
860325
NNID
No.
A ENI
R
M
IED
EG
N
TSE
Y MOC
DE
c
REVISIONS:
DRAWN BY
DATE ISSUED
CHECKED BY
Scope Drawings
These drawings indicate the general scope of the project in
terms of architectural design concept, the dimensions of the
building, the major architectural elements and the type of
structural, mechanical and electrical systems. The drawings
do not necessarily indicate or describe all work required for
full performance and completion of the requirements of the
contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items
required for the proper execution and completion of work.
PROJECT NUMBER:
618 East Market Street
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c h . c o m
Construction Manager:
Civil Engineer:
Owner:
MIDTOWN EAST BLOCK 3 OFFICE
55 Monument Circle, Suite 450
Indianapolis, IN 46204
317-507-6067
F.A. WILHELM CONSTRUCTION COMPANY
3914 Prospect St.
Indianapolis, IN 46203
317-359-5411
Civil & Environment Consultants, Inc.
560 E. Ohio Street
Suite G
Indianapolis, IN 46204
Structural Engineer:
McComas Engineering
1717 East 116th Street
Suite 200
Carmel, IN 46032
MEP Engineer:
Freije
11800 Exit 5 Pkwy
Suite 106
Fishers, IN 46037
PERMIT ISSUE 2017-04-24
571 Monon Blvd. Carmel, INKLS
CRM
2017-02-27
S501
FRAMING
ELEVATIONS
MEI 17017MIDTOWN EAST BLOCK 3 OFFICESCALE:S501 1/4" = 1'-0"
2FRAMING ELEVATION
SCALE:S501 1/4" = 1'-0"
3FRAMING ELEVATION
SCALE:S501 1/4" = 1'-0"
1FRAMING ELEVATION
# DESCRIPTION DATE