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G.3
H
4
A A
H
4
G.3
G.3
H
4
G.3
H
4
TRUE NORTH PROJECT NORTH
1)FOR SECTION A-A, B-B REFER DWG NO. E1007 AND SECTION C-C REFER DWG E10082)FOR SECTION D & E. AND DETAIL 1 & 2 REFER DWG NO. E1015
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1006
STAIR-1 PLAN
1193
PARKING LEVEL PLAN AT EL.+0'-4"STAIR-1
B B
1ST MID LANDINGAT EL.+4'-734/
PAR
KIN
G L
EVEL
PAL
N
AT E
L.+0
'-4"
UP
UP
ST2004
ST2003
WR2002ST2001
ST2002
LN2003EL.+ 4'-414/
16'-738/
43'
-10
22'-7
7@11=6'-5
8'-89'-3
1 8/
7'-8
CLE
AR
GR2001
C C2'-1012/
C2002
HSS3X3X
1 4/
GR2012
(312/ CONC. WITH METAL DECK)
4'-11
D D
D
D
4'-3
1 8/
DET. 1GR
2010
5'-1158/
1 4/
2'-6
1ST FLOOR PLAN AT EL.+9'-6"STAIR-1
PL2002
PL2003
PL2007
PL2004
8'-89'-3
1 8/
23'-022'-7
8@11=7'-4
3'-1
0
8'-0
D D
C C
B B
A A
OPEN TO BELOW
1ST
FLO
OR
PAL
N
AT E
L.+9
'-6
1ST MID LANDINGAT EL.+4'-734/
EDGE OF SLAB
DNUP
DN
LN2003EL.+ 4'-414/
ST2006
WR2002
ST2001
ST2002 ST2005
ST2003
ST2004
2'-1012/
4'-11
C2002
HSS3X3X
1 4/
(312/ CONC. WITH METAL DECK)
6
GR2012GR2008
GR2004
1'-0
4'-11
D
D
3'-1
04
1'-5
2'-1138/
6
9'-5
1 4/
GC TO VERIFY SLAB EDGE FROM GRID-4
2ND FLOOR PLAN AT EL.+22'-0"STAIR-1
8'-89'-3
1 8/
17'-038/
8'-0
3'-1
0
10@11=9'-2
18'-434/
GR2002
C C
B B
A A
PL2006ST2010
ST2009
ST2008
ST2005
3'-312/
4'-5
(312/ CONC. WITH METAL DECK)
GR2013
OPEN TO BELOW
2ND MID LANDINGAT EL.+15'-9"
LN2002EL.+ 15'-512/
C2003
HSS3X3X
1 4/
GR2007
GR2005
6
6
4'-5
E E
E
E
DN
WR2003
ST2006
4'-934/
DN
PL2007
PL2003
ST2007
3'-1
04
6
2'-1138/1'-438/
1 4/
5'-834/
1'-5
GC TO VERIFY SLAB EDGE FROM GRID-4
2ND FLOORAT EL.+22'-0"
UP
PL2001
EDGE OF SLAB
3RD FLOOR PLAN AT EL.+31'-8"STAIR-1
8'-0
8'-8
8@11=7'-4
9'-3
1 8/
18'-434/
17'-038/
E E
C C
B B
A A
GR2003
ST2012
ST2010
WR2001
3'-312/
6'-3
C2003
HSS3X3X
1 4/
OPEN TO BELOW
3RD MID LANDINGAT EL.+26'-10"
LN2001EL.+ 26'-612/
(312/ CONC. WITH METAL DECK)
1'-5
GR2006
GR2009
6
5'-4
E
E ST2009
DN
4'-934/
GC TO VERIFY WOOD BEAM SIZE & LOCATION
PL2005
PL2008
ST2011
PSL_3-12/ X11-78/WOOD BEAM
DN 3'-1
0
3'-714/
1'-438/
DET. 2
GR2011
3RD FLOORAT EL.+31'-8"
COURTYARD MARRIOTT
4 4
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
1)FOR SECTION MARK A/B. REFER DWG NO. E10062)FOR DETAILS REFER DWG NO. E1015
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1007
3'-678/
11'-3
3'-0 1'-0
5'-834/
4'-5 10@11=9'-2
9'-5
6'-3
JOIST
34/ " PLYWOOD
WR2003
PL2002
WR2002
ST2001
ST2006
A - A
4'-1
014/
7@11=6'-54'-11
3'-0 1'-0
12
7716/
12
7116/
7- TR2002 TR2001
LN2003
TR2009
10- TR2008
LN2002
TR2009
TR2007
8@61
2/ =4'
-33 4/
1'-4
CMU WALL
TYPDET. 3
11@
613 16/
=6'-3
STUD WALL
3'-0
3'-0
TYP
2'-6
DET. 4
3'-0
TYP
3'-02'-0
3'-0
1'-0
5'-4 8@11=7'-4
4'-1
0
TR2009
TR2002
TR2013
WR2001
PL2001
ST2009
9@67
16/=4
'-10
LN2001
3'-0
TYP
12
7
3'-0
2'-0
TYPDET. 5
3'-6
PSL_3-12/ X11-78/
GR2011
11
STUD WALL
SLAB
BASEMENT LANDING
EL.+4
BASEMENT LEVEL
1ST MID LANDING
1ST FLOOR
2ND MID LANDING
EL.+9'-6
EL.+4'-734/
EL.-1'-0
EL.+15'-9
10
SLAB2ND FLOOR
3RD MID LANDING
3RD FLOOR EL.+31'-8
EL.+22'-0
EL.+26'-10
11'-3
12
7716/
3'-6
3'-0
4'-5 10@11=9'-2
10'-4
9'-5
11@
613 16/
=6'-3
STUD WALL
JOIST
34/ " PLYWOOD
B - B
7@11=6'-5
3'-8
1 16/
12
7116/
3'-0
8@11=7'-45'-4
10@11=9'-2
9@61
2/ =4'
-101
4/
TR2010
10- TR2008
ST2003
7- TR2002ST2002
4'-11
8@61
2/ =4'
-33 4/
1'-4
CMU WALL
LN2003
TR2004
TR2009
4'-5
11@
613 16/
=6'-3
STUD WALL
GR2004
TR2009LN2002 ST2005
3'-6
3'-0
GR2001
TR2001
12
7716/
3'-6
3'-0
GR2002
8- TR2005
TR2007
PL2007
TR200612
7116/
3'-6
3'-0 12
7
8@11=7'-4
8@11=7'-46'-3
9@67
16/=4
'-10
8- TR2002ST2010
5'-4
9@67
16/=4
'-10
GR2005
TR2014
TR2009
LN2001
3'-6
3'-0
12
7
4'-934/
5'-834/GR2003
TR2013
10- TR2011ST2007
PL2007TR2012
3'-6
3'-0
4'-934/
8- TR2005ST2011 TYP
DET. 6TR2015
11
SLAB
EL.-1'-0
EL.+4
EL.+4'-734/
EL.+9'-6
EL.+15'-9
BASEMENT LEVEL
BASEMENT LANDING
1ST MID LANDING
1ST FLOOR
2ND MID LANDING
10
SLAB EL.+22'-0
EL.+26'-10
EL.+31'-8
2ND FLOOR
3RD MID LANDING
3RD FLOOR
STAIR-1 SECTIONS A-A & B-B
4
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
1)FOR SECTION MARK C- C REFER DWG NO. E10062)FOR DETAILS REFER DWG NO. E1015
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1008
1'-4
GR2008
C - C
11
3'-0
6'-3 8@11=7'-4
10@11=9'-2
5'-4
9@67
16/=4
'-10
(4) 34/ X 0'-4 12/KB-TZ BOLTTYP
C2001HSS3X3X14/
DET. 6 JOIST
TR2010
LN2003
TR2015PL2005
TR2006
8- TR2005
6'-3
2'-1012/
512/
3'-6
3'-0
9@61
2/ =4'
-101
4/4'
-33 4/
14/TYP
C2002HSS3X3X14/
GR2012
CMU WALL
STUD WALL
3'-6
4'-5
4'-1
011
@61
3 16/=6
'-3 GR2013
C2003HSS3X3X14/
11
3'-03'
-6
3'-312/
10'-4
10'-4
STUD WALL
SLAB
SLAB
PL2003
8- TR2005ST2012
TR2014
2'-134/
8@11=7'-4
12
7116/
GR2010ST2004
PL2003
TR2004
3'-6
11
3'-0 3'
-6
TYPDET. 5
1'-234/
3'-0 3'
-6
4'-934/
12
7
GR2007
TR2012
12
7716/
ST2008
10- TR2011
11
10
512/
EL.-1'-0
EL.+4
EL.+4'-734/
EL.+9'-6
BASEMENT LEVEL
BASEMENT LANDING
1ST MID LANDING
1ST FLOOR
EL.+15'-9
EL.+22'-0
EL.+26'-10
2ND MID LANDING
2ND FLOOR
3RD MID LANDING
4'-934/
EL.+31'-83RD FLOOR
34/ " THK. PLYWOOD
GR20061'-234/
3'-0 3'
-6
STAIR-1 SECTIONS C - C
11
G.3
HC C
B B
A A
G.3
H
11
G.3
H
11
G.3
H
11
G.3
H
11
1)FOR SECTION A/B/C. REFER DWG NO. E10102)FOR SECTION D & E. AND DETAIL 1,2 REFER DWG NO. E1015
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1009
UPPER PARKING LEVEL PLANSTAIR-2
(312/ CONC.WITH METAL DECK)
D D
1ST MID LANDINGAT EL +4'-9"
GR100812/
9'-412/
5'-458/
18'-10
4'-0
3'-63'
-10
11
11
10'-658/5'-8
8'-0
9'-0
9'-3
1 8/
(2) 12/ X 0'-3 12/KB-TZ BOLT
(2) 12/ X 0'-3 12/KB-TZ BOLT
GR1009
CLEAR OPENING
LN1001EL.+ 4'-512/
ST1001
ST1002
WR1003
GR1012
4'-9
4'-3
1 8/1 4/
DET. 1
BASEMENT LEVELAT EL -1'-0"
1 4/
CMU WALL
TRUE NORTH PROJECT NORTH
8'-338/
D
D
DET. 1LN1004EL.+ 4'-512/
ST1008
ST1007
UPGR1002
GR1001 GT1001
3'-1
0
3'-012/
934/
4'-0
C1002
HSS3X3X
1 4/
1'-0
6 4'-5
8'-338/9@11=8'-3 4'-11
D
D
UP
1ST FLOOR PLAN AT EL.+ 9'-6"STAIR-2
D D
C C
B B
A A
5'-6 8@11=7'-4
8'-0
3'-1
0
10'-658/
5'-6
8'-4
9'-0
9'-3
1 8/
PL1001 ST1004 GR1012ST1002
PL1004
PL1003
1ST FLOOR LEVELAT EL -9'-6"
43'
-10
41 4/
STUD WALL
PL1002
6'-0
1'-7LN1004
ST1007
ST1008
GR1001
GR1002
DN
3'-012/
C1002
HSS3X3X
1 4/
(312/ CONC.WITH METAL DECK)
1ST MID LANDINGAT EL +4'-9"
6
4'-118'-538/
D
D
LN1001EL.+ 4'-512/
WR1003
ST1003 ST1001
DNUP
GR1014
2ND FLOOR PLAN AT EL.+22'-0"STAIR-2
E E
C C
B B
A A
4'-0
65'-6 10@11=9'-2
19'-0
6'-5
8'-4
9'-0
9'-3
1 8/
10'-658/
3'-1
0
PL1008GR1003ST1004ST1010
43'
-10
4
PL1009
PL1008
2ND FLOOR LEVELAT EL -22'-0"
PSL_3-12/ X11-78/WOOD BEAM
4'-1014/
1 4/
PL1010
(312/ CONC.WITH METAL DECK)
2ND MID LANDINGAT EL +15'-9"
ST1005
ST1006
GR1013
GR1004
DN
3'-212/
1'-0
4'-0
64'-4
C1003
HSS3X3X
1 4/
6 3'-104'-4
8'-538/
E
E
LN1002EL.+ 15'-512/
WR1002
ST1003
UP DN
ST1011
3RD FLOOR PLANAT EL.+31'-8"STAIR-2
E E
C C
B B
A A
6
5'-6 8@11=7'-4
6'-510'-658/
19'-0
8'-4
9'-0
9'-3
1 8/
3'-1
0
4'-0
PL1007PL1006
PL1008
ST1010GR1005
ST1009
3RD FLOOR LEVELAT EL -31'-8"
PSL_3-12/ X11-78/WOOD BEAM
43'
-10
4
4'-1014/
1 4/
PL1010
3'-212/1'-5
6'-2
4'-0C10
04HSS3X
3X1 4/ GR1015
(312/ CONC.WITH METAL DECK)
3RD MID LANDINGAT EL +26'-10"
ST1012 GR1006
GR1016
ST1014
DN
5'-3
8'-538/
E
E
WR1001
LN1003EL.+ 26'-612/
ST1011ST1011
UP DN
4TH FLOOR PLAN AT EL.+ 41'-4"STAIR-2
8'-4
9'-0
A A
B B
C C4TH FLOOR LEVELAT EL -41'-4"
9'-3
1 8/
4'-3
1 8/
4'-978/
1 4/3'
-10
43'
-10
1'-0
8'-538/
19'-0
6'-2
4'-0
5'-3
E
E
LN1003EL.+ 36'-212/
GR1011
PSL_3-12/ X11-78/WOOD BEAM
DN
DN
4TH MID LANDINGAT EL +36'-6"
8@11=7'-45'-6
6 1'-5PL1008
ST1013
ST1014
GR1010
ST1009GR1005
1 2/67
8/ 1'-6
1014/
43'
-10
1'-0
PL1005
112/
11GR1007
4'-1014/
112/
6
1 2/
10'-658/
DET. 2
TYP
WR1001
ST1011
(312/ CONC.WITH METAL DECK)
E E
4'-0
STAIR-2 PLAN
1111 11
1)FOR SECTION MARK A/B/C. REFER DWG NO. E10092)FOR DETAILS REFER DWG NO. E1015
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1010
6'-3
LN1003
TR10028- TR1011
PSL_3-12/ X11-78/WOOD BEAM
TR1015
LN1002
10- TR1009
TR1002
8- TR1011
PSL_3-12/ X11-78/WOOD BEAM
PSL_3-12/ X11-78/WOOD BEAM
A - A
3
1'-1
3'-0
TYP
10@11=9'-2
9@11=8'-3 4'-11
3'-0
TYP
4'-9
12
7716/
(4) 34/ X 0'-5 12/KB-TZ BOLT
WR1002
LN1001
TR1013
9- TR1007
TR1004
TR1006
3'-0
11
5'-8
10@
678/ =
5'-9 CMU WALL
DET. 4
(2) 34/ X 0'-4 12/KB-TZ BOLTTYP
L3X3X14/
ST1001
WR1003
43
11
3'-0
5'-6
11@
613 16/
=6'-3
STUD WALL
TYP
PL1002
JOIST
ST1003
12
712/
3'-01'-0
CMU WALL
TYPDET. 3
EL.-1'-0BASEMENT LEVEL
EL.+4'-91ST MID LANDING
3'-01'-0
4'-4
STUD WALL
EL.+9'-61ST FLOOR
EL.+15'-92ND MID LANDING
8@11=7'-4
10'-658/19'-0
6'-5
3'-0
TYP
11
3'-0
8@11=7'-4
4'-1
09@
6716/
=4'-1
04'
-10
TR1015
TR1015
LN1003
6'-5
PL1010
PL1010PLYWOOD
PLYWOOD
JOIST
ST1011
ST1011
9@67
16/=4
'-10
11
3'-0
3'-0
TYP
4'-1014/
3'-6
PLYWOOD
JOIST
1'-0
12
7
3'-0
5'-3
12
7
EL.+22'-02ND FLOOR
EL.+26'-10
EL.+31'-83RD FLOOR
3RD MID LANDING
WR1001
8'-538/
1'-0
5'-3
3'-0
EL.+36'-6
EL.+41'-4
4TH MID LANDING
4TH FLOOR
WR1001
10@11=9'-25'-6
TR1002
B - B
1'-1 3'-6 234/
9@11=8'-3
10@11=9'-2
5'-6 8@11=7'-4
11@
613 16/
=6'-3
9@65
16/=4
'-9
GR1003
TR1016
LN1001TR1013
3'-6
TYP
3'-6
3'-0
TYP
5'-8
10@
678/ =
5'-9
PL1004
TR1006
ST1007
8- TR1008
GR1012
GR1009
3'-0
12615 16/
5'-6
3'-9
3 4/
TR1014
10- TR1010
TR1004
11@
613 16/
=6'-3
JOIST
3'-0
12
7716/ST1005
3'-6
9
3'-0 3'
-6
12
712/
4'-11
DET. 7
1ST MID LANDING
BASEMENT LEVEL
EL.-1'-0
EL.+4'-9
ST10029- TR1007
3'-0
4'-4
3'-8
3 16/
TR1003
TR1015LN1002
ST1004
GR1013
GR1001
12
7716/
10- TR1009
1ST FLOOR EL.+9'-6
2ND MID LANDING
EL.+15'-9
10'-658/
9@67
16/=4
'-10 5'-3
8@11=7'-4
8@11=7'-4
9@11=8'-3
3'-6
6'-5 8@11=7'-4
9@67
16/=4
'-10
9@67
16/=4
'-10
19'-0
8- TR1011LN1003TR1015
6'-5
5'-6
3'-6
12
7
PL1009
PL1006
8- TR1012
TR1014
TR1002
9@67
16/=4
'-10
PLYWOOD
PLYWOOD JOIST
3'-0
GR1005
3'-0
ST1012
5'-6
3'-03'
-6
3'-0
TYP 3'-6
TYP
PL1005JOIST
PLYWOOD
GR1005
ST1013
GR1010
TR1014
8- TR1012
12
7
6'-2
3'-0 3'
-6
TR1001
ST1010
12
7
8- TR1011LN1003
TR1015
12
7
GR1006
ST1009
3RD MID LANDING
2ND FLOOR EL.+22'-0
EL.+26'-10
3RD FLOOR EL.+31'-8
8'-538/5'-3
3'-0 3'
-6
4TH MID LANDING
4TH FLOOR
EL.+36'-6
EL.+41'-4
TR1001
112/TYP
5'-9
(4) 34/ X 0'-4 12/KB-TZ BOLTTYP
LN1003
TR1001
LN1003
C - C
5'-6
6'-2
9@65
16/=4
'-911
@61
3 16/=6
'-36'
-39@
6716/
=4'-1
04'
-10
9@67
16/=4
'-10
4'-1
0
GR1015
PL1008JOIST
ST10148- TR1012
TR1014
3'-0
4'-4
3'-0 3'
-6
6'-2
4'-5
3'-10
11
C1001HSS3X3X14/
GR1008
LN1002TR1003
11
8@11=7'-4
3'-6
ST1008
4'-9
GR1009
1'-634/
5'-6
3'-03'
-6
PL1003
TYPDET. 5
TR1016
12615 16/
TR10058- TR1008
LN1001
GR1002
1'-634/
5'-6
10@11=9'-2
3'-6
3'-0
3'-0
TYP 3'-6
TYP
PLYWOOD
ST1006
GR1004
10- TR1010TR1014PL1008
TYPDET. 6
JOIST
12
7716/
12
7
11
TR1001
3'-012/
14/TYP
C1002HSS3X3X14/
BASEMENT LEVEL
1ST MID LANDING
1ST FLOOR
EL.-1'-0
EL.+4'-9
EL.+9'-6
3'-0
C1003HSS3X3X14/
GR1014
2ND MID LANDING
2ND FLOOR
3RD MID LANDING
EL.+15'-9
EL.+22'-0
EL.+26'-10
5'-3
3'-0
8'-538/10'-658/
3RD FLOOR
4TH FLOOR
4TH MID LANDING
PLYWOOD
PLYWOOD
JOIST
EL.+31'-8
EL.+36'-6
EL.+41'-4
8- TR1012
ST1014TR1014
GR1016
9@11=8'-3
12
7
8@11=7'-4
11
GR1007
1'-634/
3'-03'
-6
1'-634/
3'-03'
-6
5'-6
PL1008
3'-6
TYP
3'-0
TYP
C1004HSS3X3X14/
STAIR-2 SECTION A/B/C
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1011
STAIR-3 PLANS
COURTYARD MARRIOTT
1193
PARKING LEVEL PLAN AT EL.-1'-0"STAIR-3
A
B
6
1ST FLOORL PLAN AT EL.+9'-6"STAIR-3
6
B
A
2ND FLOORL PLAN AT EL.+22'-0"STAIR-3
6
B
A
3RD FLOORL PLAN AT EL.+31'-8"STAIR-3
A
B
6
4TH FLOORL PLAN AT EL.+41'-4"STAIR-3
6
B
A
PROJECT NORTHTRUE NORTH
1)FOR SECTION A/B/C. REFER DWG NO. E10122)FOR SECTION D & E. AND DETAIL 1 & 2 REFER DWG NO. E1015
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
18'-7
4'-24'-2 4 4'-2
14'-0
7 16/
D D
A
A
B
B
C
C
LN3001EL.+ 5'-112/
5'-3
12/
14/ 14/
4'-6
9 16/
11 11
4'-4
4'-634/
DET. 1
UP
ST3002
ST3001
BASEMENT PLANAT EL.-1'-0"
GR3009
ST3016ST3015
GR3007
WR3004
UP
610
@11
=9'-2
4'-4 4'-48'-8 1'-534/
119 16/
(312/ CONC. WITH METAL DECK)
D
D
1ST MID LANDINGAT EL.+5'-5"
4'-2
4'-2
14'-0
7 16/
D D GT3001
A
A
B
B
C
C11" THK.CONC. SLAB
8'-1
16@
11=5
'-6
5'-3
4'-6
9 16/
GC TO VERIFY SLAB EDGE FROM GRID-B
1ST FLOORAT EL.+9'-6"
ST3013
ST3001ST3002
GR3007
WR3005
GR3001
ST3016
ST3015
B3001EL.+ 9'-378/
LN3001EL.+ 5'-112/
2716/
14/14/
11
8'-8
4'-2 4 4'-2
66
66
PL3010PL3008 PL3009
PL3007
UP
DN
DN
WR
3004
ST3003
8'-8 1'-534/
119 16/
(312/ CONC. WITH METAL DECK)
D
D
1ST MID LANDINGAT EL.+5'-5"
4'-7
14'-5
7 16/
4'-7
E E
A
A
B
B
C
C
7'-1
4'-6
9 16/5'-3
10@
11=9
'-2
2ND FLOORAT EL.+22'-0"
GR3004
WR3002
ST3014
ST3012
PL3006PL3005
PL3002PL3001
WOOD BEAMPSL_3-12/ X11-78/
LN3002EL.+ 15'-512/
GC TO VERIFYWOOD BEAM SIZE & LOCATION
6
14/14/
4'-2 4 4'-2
8'-8
6
ST3005
ST3004
ST3003
ST3013
WR3003
GR3006
UPUP
8'-8 1'-534/
6916/
E
E2ND MID LANDINGAT EL.+15'-9"
4'-7
4'-7
14'-5
7 16/
E E
C
C
B
B
A
A
7'-1
7'-1
8@11
=7'-4
4'-6
9 16/
GC TO VERIFYWOOD BEAM SIZE & LOCATION
3RD FLOORAT EL.+31'-8"
WR3001
ST3007ST3006
WR3001
GR3002
GR3008
ST3009
ST3011
ST3005
ST3004
PL3001
PL3006
PL3005PL3002
DN
UP
DN
WOOD BEAMPSL_3-12/ X11-78/
LN3002EL.+ 26'-612/
1'-011
8'-8
4'-218/ 378/ 4'-2
66
8'-8 1'-534/
6916/
E
E3RD MID LANDINGAT EL.+26'-10"
4'-7
14'-5
7 16/
4'-218/ 378/ 4'-2
4'-7
GC TO VERIFYWOOD BEAM SIZE & LOCATION
C
C
B
B
A
A
6'-4
7 8/
4'-6
9 16/
7'-1
1'-0
DET. 2
4TH FLOORAT EL.+41'-4"
WOOD BEAMPSL_3-12/ X11-78/
GR3010
ST3007ST3006
WR
3001
GR3005D
N
DN
GR3003
ST3010
WR3001
ST3008
LN3002EL.+ 36'-212/
2'-0
6
34/4'-7
1'-012/
111 8/
6 1'-0
8@11
=7'-4
11
6916/
8'-8 1'-534/4'-4 4'-4
E
E
E E
4TH MID LANDINGAT EL.+36'-6"
A B
A B
A B
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
1)FOR SECTION MARK A/B/C. REFER DWG NO. E10112)FOR DETAILS REFER DWG NO. E1015
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1012
STAIR-3 SECTIONS
COURTYARD MARRIOTT
1193
12
7 9@67
16/=4
'-10
3'-0
EL.+22'-034/ " PLYWOOD
A - A
3'-014/ 12
7716/
12
758/
1'-1
11@
613 16/
=6'-3
6'-3
4'-1
10@11=9'-2
3'-0
TYP
3'-0
TYP
3'-0
10@11=9'-2
GT3001 SLAB
1'-0
3'-0
4'-2
CMU WALL
TYP
DET. 7
DET. 3
1ST MID LANDING
BASEMENT LEVEL
EL.-1'-0
EL.+5'-5TR3007
10- TR3014
LN3001
1'-0
4'-7
3'-0
STUD WALL
2ND MID LANDING
1ST FLOOR EL.+9'-6
EL.+15'-9TR3009
10- TR3013
LN3002
11@
7=6'
-5
11
3'-0
5'-3
CMU WALL
PL3010
DET. 4 TR3001
ST3002
WR3004
5'-3
PL3001
TR3003
ST3003
JOIST
11
WR3003
TR3015
STUD WALL
12
7 9@67
16/=4
'-10
8@11=7'-4
3'-0
TYP
3'-0
TYP
8@11=7'-47'-1
LN3002
ST3007
1'-0
4'-7
3'-0
3RD FLOOR
3RD MID LANDING
2ND FLOOR
EL.+26'-10
EL.+31'-8
8- TR3012
8- TR3012
LN3002
TR3009
WR3001
ST3004
1'-0
3'-0
4'-7
4TH FLOOR
4TH MID LANDING
EL.+36'-6
EL.+41'-4
TR3009
WR3001
4'-1
0
7'-1
34/ " PLYWOOD
11
11
3'-0
PL3001
TR3005
JOIST3'
-6
6'-478/
JOIST34/ " PLYWOOD
GR3010
4'-1
0
3'-0
7'-1
5'-3
9@67
16/=4
'-10
EL.+22'-0 TR3010
2ND FLOOR 34/ " PLYWOOD
B - B
12
758/
12
758/
10@11=9'-2
10@11=9'-2
10@11=9'-2
4'-7 6@11=5'-6
8'-11
11@
613 16/
=6'-3
1'-1
6- TR3014
GR3006
TR3008
SLAB
4'-2
CMU WALL
EL.-1'-0
EL.+5'-5TR3002
TR3007
10- TR3014
ST3001
1ST MID LANDING
BASEMENT LEVEL
3'-0
3'-0
4'-7
4'-7
STUD WALL
EL.+15'-9
TR3009
TR30042ND MID LANDING
EL.+9'-61ST FLOOR
12
7716/10- TR3013
ST3013
GR3001
GR3004
3'-0
5'-3
7@7=
4'-1
11@
7=6'
-5CMU WALL
ST3015
B3001
GR3007
5'-3
STUD WALL
TR3015
PL3005
3'-0
12
7716/ 10- TR3013
ST3012
11@
613 16/
=6'-3
JOIST
12
7
12
7
8@11=7'-4
7'-18@11=7'-4
4'-7
8@11=7'-4
8@11=7'-4
TR3009
3'-0
4'-7
4'-7
GR3002
TR3006
TR30098- TR3012
ST3005
3RD FLOOR
3RD MID LANDING
EL.+26'-10
EL.+31'-8
12
7
12
7
8- TR3012ST3006
3'-6
TYP
3'-0
TYP
4'-7
EL.+41'-4 GR3003
TR3006 EL.+36'-6
4TH MID LANDING
4TH FLOOR
3'-0
7'-1
9@67
16/=4
'-10
8- TR3012
TR3005
TR3011
ST3009
34/ " PLYWOODJOIST
GR3008
3'-0
PL3005
9@67
16/=4
'-10
3'-6
3'-0
7'-1
TR301034/ " PLYWOOD
JOIST
8- TR3012
PL3004ST3008
GR3005 9@67
16/=4
'-10
3'-0
TYP
10@11=9'-2 5'-3
4'-71'-0
3'-0
4'-1
0
DET. 6
EL.+41'-4
EL.+36'-6
EL.+31'-8
EL.+26'-10
EL.+22'-0
EL.+15'-9
EL.+9'-6
EL.+5'-51ST MID LANDING
1ST FLOOR
2ND MID LANDING
4TH FLOOR
2ND FLOOR
3RD FLOOR
4TH MID LANDING
EL.-1'-0
TR3010
34/ " PLYWOOD
C - C
3'-0
TYP
4'-7 6@11=5'-6 4'-2 4'-9
12
7716/
1'-0
3'-0
6'-3
DET. 5
6- TR3014
WR3005TR3008 SLAB
3'-0
11
6'-5
7@7=
4'-1
LN3001
ST3016
TR3002
11
3'-011
@61
3 16/=6
'-3
LN3002TR3004
ST3014
12
758/
3'-6
4'-4
1'-1
PL3007B3001
GR3009
TYP
PL3006
10- TR3013
JOIST
3'-0
TYP
12
7
12
7
3'-0
8@11=7'-4 7'-1
4'-1
0
8@11=7'-4
3'-0
11
4'-7
9@67
16/=4
'-10
TR3006
WR3001
ST3011
LN3002
3'-0
9@67
16/=4
'-10
11
4'-7
LN3002
TR3006
WR3001
ST3010
PL3006
8- TR3012
WR3002
34/ " PLYWOODJOIST3'
-0TY
P
1'-0
DET. 6
TR3011
7'-1
DET. 6PL3006
34/ " PLYWOOD
8- TR3012
1'-0
3'-0
TR3010 JOIST
BASEMENT LEVEL
3RD MID LANDING
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1013
STAIR-4 PLAN
COURTYARD MARRIOTT
1193
PARKING LEVEL PLAN AT EL.-1'-0"STAIR-4
C
D
8
1ST FLOORL PLAN AT EL.+9'-6"STAIR-4
D
C
8
2ND FLOORL PLAN AT EL.+22'-0"STAIR-4
8
C
D
3RD FLOORL PLAN AT EL.+31'-8"STAIR-4
C
D
8 8
4TH FLOORL PLAN AT EL.+41'-4"STAIR-4
C
D
ROOF LEVEL PLAN AT EL.+51'-0"STAIR-4
C
D
8
PROJECT NORTHTRUE NORTH
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
1)FOR SECTION A/B/C REFER DWG NO. E10142)FOR SECTION D & E. AND DETAIL 1 & 2 REFER DWG NO. E1015
UP
UP
ST4009
ST4010 ST4001
ST4002
LN4001EL.+ 3'-1112/
WR4005
6'-5
12/4'-918/
3'-8
6
8'-10 1'-914/
3'-8
8@11
=7'-4
7'-4
18'-4
2'-1
011 16/
15'-0
5516/
14/14/
4'-2 6 4'-2
1'-0
(312/ CONC.WITH METAL DECK)
D D
D
D
DET. 1
C
C
B
B
A
A
BASEMENT PLANAT EL.-1'-0"
1ST MID LANDINGAT EL.+4'-3"
GR4008
GR4012
C
C
EDG
E O
F SL
AB
DN
UP
DN
ST4004ST4003
ST4009
ST4010
WR4005WR4005
ST4002ST4001
LN4001EL.+ 3'-1112/
6'-4
1116/
8'-10
15'-0
18'-9
14/4'-2 6
1'-4
7'-9
(312/ CONC.WITH METAL DECK)
D D
B
B
A
A1ST MID LANDINGAT EL.+4'-3"
PL4001PL4002
6
2'-1
011 16/
6
3'-8
8@11
=7'-4
105 16/
3'-8
6
D
D
GR4008
GR4004
1'-914/
14/4'-2
5'-1
1
GC TO VERIFYSLAB EDGE FROM GRID-C
1ST FLOORAT EL.+9'-6"
GC TO VERIFY WOOD BEAM SIZE & LOCATION
C
C
2'-4
7'-9
8'-10
18'-9
15'-0
4'-2
4'-2
11
B
B
A
A
2ND MID LANDINGAT EL.+15'-9"
PL4006PL4003
PL4008PL4004
WOOD BEAMPSL_3-12/ X11-78/
DN
UP
DN
ST4012
WR4004
ST4005ST4006
ST4011
WR4004
ST4004ST4003
LN4004EL.+ 15'-512/
2'-1
011 16/
6
3'-8
10@
11=9
'-2
(312/ CONC.WITH METAL DECK)
14/
105 16/
6
5'-1
1
63'
-8
4'-2E E
6
1'-0
E
E
GR4005
GR4007
14/
1'-914/
4 4'-4
2ND FLOORAT EL.+22'-0"
C
C
DN
UP
DN
LN4004
WOOD BEAMPSL_3-12/ X11-78/ST4014
ST4013
WR4002
ST4005ST4006
WR4003
ST4007
ST4008
PL4004 PL4008
PL4003 PL4006
8'-10
11
7'-9
18'-9
15'-0
7'-9
14/14/
4'-2 4 4'-4
B
B
A
A3RD MID LANDINGAT EL.+26'-10"
66
2'-1
011 16/
3'-8
8@11
=7'-4
(312/ CONC.WITH METAL DECK)
105 16/
1'-0 6
3'-8
6
GC TO VERIFY WOOD BEAM SIZE & LOCATION
E E
E
E
GR4003
GR4009
1'-914/
3RD FLOORAT EL.+31'-8"
C
C
PL4007PL4004
PL4005
PL4009
WR4001
ST4014
ST4013
UP
ST4016ST4015
ST4008
ST4007WR4001
LN4004EL.+ 36'-212/
WOOD BEAMPSL_3-12/ X11-78/
DN
DN
4'-2
4'-2 8 4'-0
7'-6
7'-9
15'-0
18'-9
14/14/
8'-10
B
B
A
A4TH MID LANDINGAT EL.+36'-6"
6
8@11
=7'-4
3'-8
2'-1
011 16/
6
(312/ CONC.WITH METAL DECK)
105 16/
4 4'-4
3
1'-0 6
3'-8
GC TO VERIFY WOOD BEAM SIZE & LOCATION
E E
E
E
GR4006GR4002
1'-914/
4TH FLOORAT EL.+41'-4"
C
C
6'-8
7 8/
34/
4'-1118/
111'
-0
4'-0
14/4'-07'
-5
15'-0
18'-9
8'-10
B
B
A
A
5THMID LANDINGAT EL.+46'-2"
GR4011PL4004PL4005
WR4001
ST4014
ST4016ST4015
WR
4001GR4010
WOOD BEAMPSL_3-12/ X11-78/
DN
DN
LN4002EL.+ 45'-1012/
66
4'-0
8@11
=7'-4
2'-1
011 16/
(312/ CONC.WITH METAL DECK)
105 16/
1'-0
10 4'-0 4'-0
6
GC TO VERIFY WOOD BEAM SIZE & LOCATION
E E
E
E
DET. 2
GR4001
ST4013
1'-914/
ROOF LEVELAT EL.+51'-0"
C D D.1C D D.1
C D D.1
1)FOR SECTION MARK A/B/C. REFER DWG NO. E10132)FOR DETAILS REFER DWG NO. E1015
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1014
STAIR-4 SECTIONS
COURTYARD MARRIOTT
1193
3'-0
TYP
3'-0
7'-9
8@11=7'-4
4'-1
0
TR4008 EL.+26'-10
A - A
3'-0
TYP
12
7716/11
3'-0
5'-1110@11=9'-2
8@11=7'-4
11@
613 16/
=6'-3
DET. 4
DET. 4
TR4016
ST4005
ST4004
1'-1
11
3'-0
7'-4
9@7=
5'-3
5'-3
CMU WALL
SLAB
TR4014
TR4012
1ST FLOOR
1ST MIDLANDING
BASEMENT LEVEL
EL.-1'-0
EL.+4'-3
EL.+9'-6
6'-3
STUD WALL
DET. 6 PL4006JOIST
34/ " PLYWOOD
WR4004
2ND FLOOR
2ND MIDLANDING
EL.+15'-9
EL.+22'-0
9@67
16/=4
'-10
11
3'-0
TYP
12
758/
1'-0 3'-0
3'-8
CMU WALLTYPDET. 3
TR4006
LN4001
8- TR4001
WR4005
ST4002
3'-0
3'-8
STUD WALL
8- TR4003
LN4004
LN4004
TR4006
10- TR4002
3'-0
TYP
1'-0
12
7
3'-0
TYP
12
7
11
3'-0
8@11=7'-4
8@11=7'-4
7'-5
9@67
16/=4
'-10
GR4011
TR4020
TR4018
EL.+41'-4
11
3'-0
7'-9
9@67
16/=4
'-10
34/ " PLYWOOD
JOIST
34/ " PLYWOOD
JOIST
4TH FLOOR
4TH MIDLANDING
3RD FLOOR
3RD MIDLANDING
EL.+31'-8
EL.+36'-6
4'-1
0
PL4006
PL4007
6'-878/
4'-1
0
JOIST
34/ " PLYWOODROOF LEVEL
5TH MIDLANDING
EL.+46'-2
EL.+51'-0
3'-0
TYP
12
7
1'-0
1'-0
3'-0
3'-8
3'-8
LN4004
TR4009
8- TR4003
WR4001
ST4008
WR4003
1'-0
3'-0
4'-0
LN4002
TR4011
8- TR4005
WR4001
ST4016
3'-6
3'-0
9@67
16/=4
'-10
3'-8
GR4009
EL.+26'-10
B - B
12
7716/
3'-6
3'-0
10@11=9'-2
8@11=7'-4
8@11=7'-4
8@11=7'-4
11@
613 16/
=6'-3
5'-11 10@11=9'-2
10- TR4002
ST40098- TR4001
TR4012
GR4008
7'-9
7'-4
TR4014
TR4007
PL4002
EL.-1'-0
EL.+4'-3
EL.+9'-6
BASEMENT LEVEL
1ST MIDLANDING
1ST FLOOR
9@7=
5'-3
9@7=
5'-3
3'-6
3'-0
5'-1111
@61
3 16/=6
'-3
7'-9
TR4016
PL4003 ST4011
34/ " PLYWOOD
JOIST
EL.+15'-92ND MIDLANDING
9@67
16/=4
'-10
EL.+22'-02ND FLOOR
GR4007
3'-6
3'-0
TR4021
3'-6
3'-0
3'-8
3'-8
12
758/
GR4004
TR4013
TR4006
ST4001
8- TR4001
12
758/
3'-6
3'-8
3'-8
TR4008
TR4015
TR400610- TR4002
ST4003
12
7716/
3'-0
12
7
8- TR4003ST4006
GR4005
12
7
12
7
3'-6
3'-0
8@11=7'-4
8@11=7'-4
8@11=7'-4
8@11=7'-4
7'-5 8@11=7'-4
9@67
16/=4
'-10
8- TR4004
8- TR4004
GR4006
ST4013
EL.+41'-4
3'-6
3'-0
7'-9
7'-9
7'-9
9@67
16/=4
'-10
34/ " PLYWOOD
JOIST
34/ " PLYWOOD
JOIST
EL.+31'-8
3RD MIDLANDING
3RD FLOOR
9@67
16/=4
'-10
EL.+36'-64TH MIDLANDING
4TH FLOOR
PL4003
TR4018
TR4021
PL4005
TR4020
TR4022 ST4013
7'-5
TR4010
34/ " PLYWOOD
JOIST
EL.+46'-2
EL.+51'-0
5TH MIDLANDING
ROOF LEVEL
9@67
16/=4
'-10
8- TR4005
PL4005
ST4013
3'-6
3'-0
3'-6
3'-8
3'-8
3'-8
TR4017
TR40098- TR4003
TR4017
12
7
ST4007
12
7
GR4003
3'-0
GR4002
3'-6
4'-0
4'-0TR4011
TR40193'-0
12
7
ST40158- TR4005
GR4001
4'-1
0
STUD WALL
TR4017
C - C
6'-3
10@11=9'-2
1'-0
7'-9 8@11=7'-4
3'-8
3'-0
DET. 7
DET. 5
TR4021
TR4007
10- TR4002
8- TR4001
WR4005
WR4004
GT4001
3'-6
6'-5
5'-3
9@7=
5'-3
CMU WALL
TYP
EL.-1'-0
EL.+4'-3
EL.+9'-6
PL4001
BASEMENT LEVEL
1ST MIDLANDING
1ST FLOOR
11@
613 16/
=6'-3
5'-11
6'-714/
STUD WALL
PL4004
34/ " PLYWOOD
JOIST
2ND MIDLANDING
2ND FLOOR
EL.+15'-9
EL.+22'-0 3'-0 1'-0
TYPDET. 6
3'-0
TYP
12
758/ 11
3'-0
CMU WALL
LN4001
TR4013
ST4010
3'-0
TYP
3'-8
11
3'-012
7716/
LN4004
TR4015
LN4004
ST4012
3'-0
TYP
3'-0 1'-0
7'-9 8@11=7'-4
3'-8
7'-9 8@11=7'-4
1'-0
4'-1
0
8@11=7'-4
EL.+41'-4
TR4010
TR4022
TR4021
34/ " PLYWOOD
3'-0
4'-1
0
34/ " PLYWOOD
3RD MIDLANDING
3RD FLOOR
4TH MIDLANDING
9@67
16/=4
'-10
EL.+26'-10
EL.+31'-8
9@67
16/=4
'-10
EL.+36'-6
PL4004JOIST
PL4004JOIST
9@67
16/=4
'-10
7'-5
PL4004
34/ " PLYWOOD
JOIST
4TH FLOOR
5TH MIDLANDING
EL.+46'-2
EL.+51'-0ROOF LEVEL
3'-0 1'-0
11
3'-8
1112
7
12
7
ST4014
LN4004
8- TR4004
8- TR4004
ST4014
WR40023'-0
TYP
3'-0
3'-0
3'-0
TYP
11
3'-012
7
4'-0
TR4019
8- TR4005
ST4014
LN4002
WR4001
WR4001
FOR SECTION MARK AND DETAIL MARK REFER DWG NO E1006 THRU E1014
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1015
SECTION & DETAILS
COURTYARD MARRIOTT
1193
42'-6
3'-6
3'-0
3'-6
112/ EMBEDMENT
(2) 12/ X 0'-1 14/HILTI KWIK BOLT TZ
SPRING HINGE ON BACK SIDE
CLEAR OPENING
NOT AN EXIT
DETAIL 7
112/ EMBEDMENT
(2) 12/ X 0'-2 12/HILTI KWIK BOLT TZ
12/
9
GT1001
LACH
631
2/6
46
34/
12/ WALLHINGE
112/
311
2/
33
Z1Z1
14/ " THK. BENT PLATE
14/ " THK. PLATE
34/ " PLYWOOD SHEATHING
WOOD BEAMPSL_3-12/ X11-78/
FOR MARK SEE PLANMC12X10.6
(2) 34/ X 0'-1 12/A307
(2) 34/ X 0'-5A307
DETAIL 6
1'-1
34
CONCRETE SLAB
12/ " THK. BENT PLATE
HH
(4) 34/ X 0'-5 12/KB-TZ BOLT
(2) 34/ X 0'-1 34/A307
L3X3X316/
DETAIL 5
112/3
FOR MARK SEE PLANMC12X10.6
112/
3
312/
6
GC TO VERIFY
FOR MARK SEE PLAN
FOR MARK SEE PLAN
MC12X10.6
C8X11.5
DETAIL 3
112/ 3 112/
8
FOR MARK SEE PLAN
L3X3X14/ (2) 34/ X 0'-4 12/KB-TZ BOLT
MC12X10.6
DETAIL 4
6X BLOCKINGSTUD WALL
(1) 34/ X 0'-5 12/LAG SCREWSAT 8" O.C. TYPW/ 412/ EMBEDED
C8X11.5
E - E
CMU & CONCRETE WALL
C8X11.5
(1) 34/ X 0'-5 12/KB-TZ BOLTAT 16" O.C. MAX TYPW/ 412/ EMBEDED
D - D
7
112/
411
2/
FOR MARK SEE PLANFB12/ "X7
(4) 34/ X 0'-5 12/KB-TZ BOLT
H - H
1 4/
12/
4TH FLOOREL.+41'-434/ " PLYWOOD
STUD WALL
PSL_3-12/ X11-78/WOOD BEAM
FB34/ "X34/
(2) 12/ X 0'-4LAG_BOLT
G - G
111
4/21
2/21
4/
3112/ 112/
1 2/
G
G
PSL_3-12/ X11-78/WOOD BEAM
(2) 12/ X 0'-4LAG_BOLT
FB14/ "X3
DETAIL 2
1 4/
(2) 12/ X 0'-3 12/KB-TZ BOLT
FB34/ "X34/
F - F
3
6
112/
112/
114/ 312/ 114/
F F(2) 12/ X 0'-3 12/KB-TZ BOLT
FB14/ "X3
DETAIL 1
11TREAD
RIS
ER2
12GA TREAD
2" CONCRETE FILL
MC12X10.6STRINGER
TYPICAL TREAD DETAIL3
112/
4X MIN. BLOCKING
STUD WALL
(1) 38/ X 0'-3 14/LAG_BOLT
TYPICAL WALL RAIL TO STUD WALL CONNECTION DETAIL
3
112/CMU & CONCRETE WALL
(1) 38/ X 0'-3 14/HILTI KWIK BOLT TZ
TYPICAL WALL RAIL TO CMU WALL CONNECTION DETAIL
214/
Z1 - Z1
D
D
C
C
B B
A A
C
D
D.1
54.2
54.2
54.2
DD.1
DD.1
TRUE NORTH PROJECT NORTH
1)FOR DETAILS REFER DWG NO. E1019
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1018
STAIR-5 PLAN
COURTYARD MARRIOTT
1193
LEVEL 1 PLAN AT EL.+9'-6"STAIR-5
5'-1
1316/ 5'-0
15'-0
24'-10
2'-5
3 8/
5'-0
17@1'-0=17'-0TREADS
UP
B5001C8X11.5EL.+ 11'-534/
PL5001
LEVEL 2AT EL.+22'-0"
ST5002
2'-0
512/
1 4/PL5002
ST5001
6'-0
WR5001
UP
GR5001
B5001C8X11.5EL.+ 11'-534/
GR5002
ST5004
LEVEL 1 AT EL.+9'-6"
32'
-65 8/
3@1'
-0=3
'-0
14/
ST5003
(31/2 CONC.WITH METAL DECK)
C5001
MID LANDINGAT EL+11'-9 14/ ''
WR5002
3'-6
3'-0
512/ 334/
6'-0714/
512/ 17@1'-0=17'-0
2'-3
1 4/18
@61
3 16/=1
0'-2
3 4/
GR5001EL.+22'-0
A - A
17- TR5006
ST5002
PL5001TR5004
613 16/
12
4'-0
3 16/
LEVEL 1EL.+9'-6
TR5005
MID LANDINGEL.+11'-914/
LEVEL 2
1112/
6'-914/
3'-0
512/ 17@1'-0=17'-0
DET. 3
(1) 34/ X 0'-4 34/WEDGE_ANC
B - B
613 16/
12
2'-3
1 4/18
@61
3 16/=1
0'-2
3 4/
14/TYP TR5005
3'-0
TYP.
1'-03'-0
714/
DET. 1
PL5002
17- TR5006
TR5004
5'-9GC TO VERIFY STAIR SUPPORT POST SIZE
DET. 2
C5001HSS4X4X14/
C5002HSS4X4X14/
5'-1012/
(1) 14/ X 0'-3 14/LAG_BOLTTYP
WR5002
ST5001
LEVEL 1EL.+9'-6
LEVEL 2 EL.+22'-0
MID LANDINGEL.+11'-914/
613 16/
12
5'-03@1'-0=3'-0
DET. 4
3- TR5002ST5004
C - C
3'-1
1516/
4@61
3 16/=2
'-31 4/
3'-0
GR5002
TR5003 C5002
LEVEL 1EL.+9'-6
MID LANDINGEL.+11'-914/
4'-1012/ 112/
878/ 3@1'-0=3'-0 5'-0
B5001
WR5001
TR5001
D - D
613 16/
12
3'-0
TYP.
3'-0
4@61
3 16/=2
'-31 4/
1'-538/
ST5003
3- TR5002
TR5003
3'-0
B5001
C5001
BASEMENT LANDING
EL.+9'-6
MID LANDINGEL.+11'-914/
GC TO VERIFY CONNECTION DETAIL
GC TO VERIFY CONNECTION DETAIL
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
FOR SECTION & DETAIL MARKREFER DWG NO E1018
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1019
STAIR-5 SECTION
COURTYARD MARRIOTT
1193
14/
MC12X10.6
14/14/
TYP.
HSS4X4X14/
DETAIL 3
3 4/
HSS4X4X14/
BB
(2) 34/ X 0'-4 34/WEDGE_ANC
DETAIL 2
2R
ISER
1'-0TREAD
2'' CONCRETE FILL
MC12X10.6STRINGER
12GA TREAD
TYPICAL TREAD DETAIL
MC12X10.6
L3X3X14/
MC12X10.6 MC12X10.6
C
C
DETAIL 4
1'-0
34
3
112/
311
2/
AA FOR MARK SEE PLAN12/ '' THKBENT PLATE
14/14/
TYP.L3X3X316/
(4) 34/ X 0'-5 12/KB-TZ BOLT
(2) 34/ X 0'-1 12/A307
MC12X10.6
DETAIL 1
7
114/
323
4/
FOR MARK SEE PLANFB12/ "X7
(4) 34/ X 0'-5 12/KB-TZ BOLT
A - A
112/ 312/ 312/ 112/
22
1 4/
FB34/ "X4 HSS4X4X14/
B - B
716/ 114/
112/
212/
2
(1316/ "x1 116/ ") SLOTS2 - 34/ Ø x 0'-1 34/ A325N
L3X3X14/
FB14/ "X3 14/
C - C
A
A
B B
F.9
G
G.3
H
87
D
D
1098
F.9GG.3H
8
GG.3H
TRUE NORTH PROJECT NORTH
NOTES:1. FIELD VERIFY ALL CONDITIONS, DIMENSIONS & ELEVATIONS.2. APPROVER TO VERIFY ALL CLOUDED PORTION
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1020
TERRACE STAIR & TERRACE RAMP RAILING PLAN
COURTYARD MARRIOTT
1193
30'-015'-0
3'-0
4'-0
4'-0
4'-0
1'-0
1 16/21
4/
4'-11
C C
TERRACE STAIR & TERRACE RAMP LOCATION PLAN
DN
SLOPE
SLO
PE
EL+2'-9 12/ "
6'-2
1 4/
1'-0
1'-0
1'-0
4'-912/
1'-0
1'-0 4'-912/
1'-8
5'-0
1'-0
6'-0
5'-0 10'-1
CURB SURFACE MOUNTE RAMP LIGHT.S.E.D
HR6008
WR60039'
-31 8/
4'-3 4'-912/
3
HR6007
5'-0
1'-0
UP
1:12
3'-6
4'-0
4'-0
3
3'-1
1
SLO
PE
HR6002
3114'
-0
5
3 4'-912/
1'-0
UP
1:12SLOPE
HR6003
HR6001
14@
1'-0
=14'
-0
3'-7
6'-0
2'-0
2'-0
3
WR6002WR6001
5'-0
2'-1
7 16/
1'-0 4'-3
3'-7
3'-7
3'-7
10'-8
1 2/
3
UP
1:12
HR6010
HR6009
7'-4 11'-7
1'-0
2'-0
2'-0
1'-0
1'-0
3 4'-0 4'-0 4'-0 2'-10
9'-1 6'-0
3
8'-2 1'-0
33
DN
LEVEL 1AT EL.+9'-6"
UP
HR6005
1:12
WR6004
SLOPE
SLOPE
3'-034/ 3'-1158/ 3'-1158/ 3'-1158/ 3'-1158/ 3214/ 3'-0
612/
1'-0
1'-0
6'-0 16'-412/ 6'-0
5'-0
15'-214/
4'-11
HR6015
HR6016
5'-0 5'-0
4'-11 4'-11 4'-11 4'-11
UP
L OF SPLICE
L OF SPLICE
1:12
C
C
HR6013
HR6012
5'-0 5'-0 5'-0 4'-0 1'-214/
3
1'-0
912/
4'-2
1 2/
5'-0 5'-0 5'-0
UPCL OF SPLICE 1:12
HR6014
HR6004
HR6011
HR6006
214/
1'-2
1 2/4'
-0
214/
5'-0
EL+9'-6
30'-0
35'-0
30'-0
C OF SPLICE
B - B
3'-0
8'-10WR6002
LEVEL 1
WR6001
12
1
HR6008HR6005
1'-0
HR6012HR6013
5'-0
12
1
10 TYP.
16'-412/
25'-1
30'-0
HR6004
HR6016HR6015
6'-0
3'-0
12
1
6'-0
10 TYP.
4
EL.+2'-934/
HR6006
DRILL & GROUT
9'-318/
A - A
2'-1112/ 13@1'-0=13'-0
534/
122'-0
2'-0TYP.
1'-0TYP.
3'-0
14@
534/ =
6'-8
1 2/
T.O. LANDING
WR6001PIPE112/ Ø O.D.
EL.+1'-734/
534/
534/
6'-214/ 3'-6 3'-0916/
10'-0 1'-0
678/
12
2'-0 3'-0
1 4/ 12
3'-0
1'-0
3'-0 LEVEL 1
WR6003PIPE112/ Ø O.D.
EL.+9'-6
10 TYP.
1'-0 3
3'-0
1'-334/ 4'-0 4'-0 4'-0 2'-812/
3'-0
12
1
HR6005PIPE112/ Ø O.D.
C - C
T.O. LANDINGEL.+8'-4
T.O. LANDINGEL.+7'-61516/
9'-318/ 6'-214/
1'-111516/ 3'-7 3'-7 3'-7 3'-7 6116/
3'-0
3'-0
12
1 HR6009PIPE112/ Ø O.D.
D - D
T.O. LANDINGEL.+6'-818/ T.O. LANDING
EL.+7'-61516/
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1001
BALCONY RAILING - 3D VIEW
COURTYARD MARRIOTT
1193
E
F
F.9
GG.3
H
1
CD
D.1
8
7
6
5
4.2
4
3
A
B
2
12
11
10
9
BALCONY RAILING - 3D VIEW
BLR1001
BLR1001
BLR1002
BLR1002
BLR1001
BLR1002
BLR1001
BLR1001
BLR1001BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001BLR1002
BLR1002
BLR1001
BLR1002
SF262
SF262
BLR1001
BLR1001
SF261
BLR1001
BLR1001
SF263
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001 BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
BLR1001
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1002
2nd FLOOR - BALCONY RAILING LOCATION PLAN
COURTYARD MARRIOTT
1193
A
B
C
D
D.1
E
F
F.9G
G.3
H
121110987654.24321
FOR BALCONY RAILING TYPICAL DETAIL REFER DWG E1005
8'-0 2'-10 8'-0 72'-634/ 8'-0 3'-012/ 8'-0
8'-0 14'-4
2'-91316/
8'-0
15'-0
30'-0
(2nd FLOOR PLAN AT EL.+ 22'-0")
BALCONY RAILING LOCATION PLAN
9'-3
1 8/6'
-21 4/
3'-6
27'-0
14'-6
28'-0
2'-0
15'-0
30'-0
24'-0 22'-0 30'-0 10'-8 24'-10 32'-6
BLR1001BLR1001
BLR1001
BLR1001
PROJECT NORTHTRUE NORTH
8'-0 3'-6
BLR1001
9'-1
1116/14'-0
BLR1001
8'-0
2'-1
08'
-08'
-8
8'-0
2'-1
18'
-012
'-715
16/
BLR1001
8'-0
2'-1
18'
-01'
-615
16/
BLR1001
BLR1001
30'-0 18'-6
BLR1001BLR1001BLR1001BLR1001
30'-0 30'-0 30'-0
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1003
3rd FLOOR - BALCONY RAILING LOCATION PLAN
COURTYARD MARRIOTT
1193
2 3 4 4.2 5 6 7 8 9 10 11 12
H
G.3
GF.9
F
E
D.1
D
C
B
A
FOR BALCONY RAILING TYPICAL DETAIL REFER DWG E1005
30'-0
15'-0
BALCONY RAILING LOCATION PLAN (3rd FLOOR PLAN AT EL.+ 31'-8")
BLR1001BLR1001
8'-0
5'-1
0116/
14'-6
BLR1001
BLR1001
BLR1001
8'-0
2'-1
1
27'-0
3'-6
6'-2
1 4/9'
-31 8/
1'-5
1 16/
30'-0
15'-0
2'-0
28'-0
8'-0
2'-1
08'
-0
BLR1001
6'-6
8'-0 3'-0 8'-0
78'-02'-108'-0
22'-0 30'-0 10'-8 24'-10 32'-6
BLR1001BLR1001
12'-7
1516/8'-8
BLR1001
BLR1001
TRUE NORTH PROJECT NORTH
BLR1001
BLR1001
3'-68'-0
8'-0
2'-1
18'
-09'
-111
16/
8'-0
2'-1
08'
-014
'-0
BLR1001
1'-6
1516/
8'-0
2'-1
18'
-0
BLR1001
BLR1001
30'-0
BLR1001 BLR1001
8'-03'-012/8'-02'-634/
30'-0 30'-0
8'-0
2'-91316/
14'-48'-0
30'-0 18'-6
BLR1001BLR1001
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1004
4th FLOOR - BALCONY RAILING LOCATION PLAN
COURTYARD MARRIOTT
1193
A
B
C
D
D.1
E
F
F.9G
G.3
H
121110987654.2432
FOR BALCONY RAILING TYPICAL DETAIL REFER DWG E1005
BALCONY RAILING LOCATION PLAN PROJECT NORTHTRUE NORTH
2'-91316/15'-0
30'-0
4th FLOOR PLAN AT EL.+ 41'-4
BLR1001
BLR1001
BLR1002
14'-6
28'-0
BLR1001
BLR1002
BLR1001
BLR1001
6'-0 6'-9
9'-3
1 8/6'
-21 4/
3'-6
27'-0
BLR1002
2'-0
15'-0
30'-0
6'-0
3'-7
1 4/
6'-0 1'-2
8'-0
2'-1
08'
-0
5'-1
0116/
8'-03'-08'-0
6'-6
BLR1001
32'-624'-1010'-830'-022'-0
14'-0
8'-0
2'-1
08'
-08'
-8
12'-7
1516/
BLR1002
BLR1002
BLR1001
BLR1001
BLR1001
6'-0
3'-6
1116/
BLR1001
BLR1001
8'-0 3'-6
6'-0 14'-46'-0 8'-9
9'-1
1116/
8'-0
2'-1
18'
-0
BLR1002
8'-0
2'-1
18'
-01'
-615
16/
30'-0
BLR1001 BLR1001 BLR1001 BLR1001
2'-634/ 8'-0 3'-012/ 8'-0
30'-030'-0
8'-0 8'-0 14'-4
18'-630'-0
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLD : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX ELECTRODE
FINISH : AS NOTED
E1005
BALCONY RALING TYP DETAILS
COURTYARD MARRIOTT
1193
10'-4
1'-1
11'
-1
AA
3'-0
4TYP
8'-0
2'-4
5'-0
GC TO VERIFY TUBE THICKNESS
GC TO VERIFY TUBE THICKNESS
WIN
DO
W O
PEN
INGWINDOW OPENING
BLR1001 - TYPICAL DETAIL
EL.+41'-4
2nd FLOOR
3rd FLOOR
4th FLOOR
EL. +31'-8
EL. +22'-0
C
C
TYPROD58/
TS114/ X114/ X 18/
BLR1001TS114/ X114/ X 18/
8'-4
6'-0
GC TO VERIFY TUBE THICKNESS C
C
TS114/ X114/ X 18/
BLR1002TS114/ X114/ X 18/
BB
1'-1
11'
-1
3'-0
BLR1002 - TYPICAL DETAIL
4TYP
2'-4
5'-0
GC TO VERIFY TUBE THICKNESS
WIN
DO
W O
PEN
ING
WINDOW OPENING
EL.+41'-4
EL. +22'-0
EL. +31'-8
4th FLOOR
3rd FLOOR
2nd FLOOR
TYPROD58/
6'-0 1'-2
4'-2 4'-2
WINDOW OPENING
(2) 12/ X 0'-4 LAG_BOLTTS114/ X114/ X 18/
B - B
8
1'-28'-0
4'-0
WINDOW OPENING
TS114/ X114/ X 18/
A - A
1'-2
3'-2
8
1'-2
3'-2
TYP(2) 12/ X 0'-4 LAG_BOLT
4
8
3'-0
1'-1
1
TS114/ X114/ X 18/
ROD58/
TYP(2) 12/ X 0'-4 LAG_BOLT
TYP
GC TO VERIFY TUBE THICKNESS
2nd FLOOR
3rd FLOOR
4th FLOOR
EL. +31'-8
EL. +22'-0
EL.+41'-4
WOOD BLOCKINGTYP BEHIND ALL RAILING ANCHORS, S.S.D.
TS114/ X114/ X 18/
TS114/ X114/ X 18/
C - C
4
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
GR10019'-6 5/8"PIPE1"1/2 Ø O.D.
1A53
GUARDRAIL1 GR1001
- SHOP PRIME
gr10031 PIPE1"1/2 Ø O.D.A53 1'-3 15/16"gr10041 PIPE1"1/2 Ø O.D.A53 0'-8 3/16"gr10181 PIPE1"1/2 Ø O.D.A53 1'-0 1/4"gr10261 PIPE1"1/2 Ø O.D.A53 0'-3"p10241 FB3/4"X3/4"A36 3'-4 7/16"p10252 FB3/4"X3/4"A36 3'-3 1/4"p10591 FB3/4"X3/4"A36 0'-5"p10601 FB3/4"X3/4"A36 0'-3 11/16"p10611 FB3/4"X3/4"A36 9'-6 7/16"p10621 FB3/4"X3/4"A36 0'-9 11/16"p10631 FB3/4"X3/4"A36 4'-11 11/16"p10831 FB3/4"X3/4"A36 0'-3 7/8"p10841 FB3/4"X3/4"A36 0'-5 1/2"p10861 FB3/4"X3/4"A36 0'-1 5/8"p10871 FB3/4"X3/4"A36 0'-4 3/4"p11081 FB3/4"X3/4"A36 4'-6 5/16"
p11281 FB3/4"X3/4"A36 0'-9 1/2"pt10084 FB1/2"X1/2"A36 2'-11 3/4"pt101127 FB1/2"X1/2"A36 3'-0 1/4"rd10032 ROD3/4"A36 0'-3 9/16"rd10061 ROD3/4"A36 0'-3 11/16"
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
GR1001
GUARDRAILGR1001 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - GUARDRAIL - GR1001
8
2'-2
1116/
2'-6
5 16/
10'-234/
4'-71316/
3'-6
3'-0
3'-6
278/
3'-0
6516/
312/
5
A
A
gr1026
p102
5
p102
5
GR1001
p1087
p1062
p102
4
p1128
p1108
p1060
p1063
p1061
pt10
08
pt10
08
3'-4
38/
312/
2
112/
gr1004
rd1003
pt10
08pt1008
2
38/4'-81516/
312/
12
615 16/
2'-234/
3'-6
TYP
3'-0
TYP
434/
91116/
14-p
t101
1
12-p
t101
1
316/TYP
TYP
TYP
pt10
11
gr1003
rd1003
rd1006
44
234/
4
10'-234/
p1059
gr1018
gr1003gr1004
gr1026
GR1001
p1084
734/10
3 4/
112/
p1061
214/
112/
614/
38/
3'-0
1 2/31
2/2
3'-6
3'-0
gr1018
pt10
08
p1084
p1083
p102
5
p1087
A - A
512/
3
578/
112/
234/
COURTYARD MARRIOTT
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
GR10029'-6"PIPE1"1/2 Ø O.D.
1A53
GUARDRAIL1 GR1002
- SHOP PRIME
gr10151 PIPE1"1/2 Ø O.D.A53 1'-6 3/4"gr10211 PIPE1"1/2 Ø O.D.A53 0'-2"gr10231 PIPE1"1/2 Ø O.D.A53 0'-7 3/8"gr10241 PIPE1"1/2 Ø O.D.A53 0'-1 5/8"p10062 FB1/4"X1 1/2"A36 0'-1 1/2"p10242 FB3/4"X3/4"A36 3'-4 7/16"p10251 FB3/4"X3/4"A36 3'-3 1/4"p10271 FB3/4"X3/4"A36 3'-4"p10611 FB3/4"X3/4"A36 9'-6 7/16"p10631 FB3/4"X3/4"A36 4'-11 11/16"p10641 FB3/4"X3/4"A36 3'-6 1/16"p10691 FB3/4"X3/4"A36 1'-3 9/16"p10701 FB3/4"X3/4"A36 0'-4 13/16"p10711 FB3/4"X3/4"A36 0'-9 11/16"p10782 FB3/4"X3/4"A36 0'-4 5/8"p11051 FB3/4"X3/4"A36 0'-11 7/8"
p11181 FB3/4"X3/4"A36 0'-9 7/16"p11281 FB3/4"X3/4"A36 0'-9 1/2"pt10087 FB1/2"X1/2"A36 2'-11 3/4"pt101127 FB1/2"X1/2"A36 3'-0 1/4"rd10031 ROD3/4"A36 0'-3 9/16"rd10042 ROD3/4"A36 0'-3 11/16"
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
GR1002
GUARDRAILGR1002 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - GUARDRAIL - GR1002
p1105
pt10
08
pt10
08
pt10
08
p1118
pt10
08
pt10
08
p102
4
p1064
p1128
p1063
p1061
p1070
3'-0
514/
1'-9
7 16/2'
-65 16/
3'-6
3'-0
312/
10'-7116/
4'-81516/
1'-3916/
4
3'-6
614/
1'-6916/
27-p
t101
1 316/TYP
TYP
TYP
GR1002
p102
7
p102
5
p1071
p1006
gr1024
rd1003
p1006
rd1004
gr1015
rd1004
p1069pt
1008
p1078
pt10
08
p102
4
3'-4
91316/3
312/
2
115 16/
12
615 16/
312/
4 258/
258/ 3
318/
234/
91116/
3'-6
TYP
3'-0
TYP
38/1'-818/3'-01316/
11
1014/
214/
112/
10'-7116/
p1078 gr1021
GR1002gr1015gr1023
p1069p1061
p1071p1006
738/
1 4/
COURTYARD MARRIOTT
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
GR100311'-6 9/16"PIPE1"1/2 Ø O.D.
1A53
GUARDRAIL1 GR1003
- SHOP PRIME
gr10081 PIPE1"1/2 Ø O.D.A53 0'-10 11/16"gr10111 PIPE1"1/2 Ø O.D.A53 0'-3 1/2"gr10181 PIPE1"1/2 Ø O.D.A53 1'-0 1/4"p10181 FB3/4"X3/4"A36 3'-4 3/8"p10211 FB3/4"X3/4"A36 3'-4 3/8"p10231 FB3/4"X3/4"A36 3'-4 13/16"p10251 FB3/4"X3/4"A36 3'-3 1/4"p10351 FB3/4"X3/4"A36 0'-7 1/2"p10401 FB3/4"X3/4"A36 11'-3 5/16"p10412 FB3/4"X3/4"A36 3'-11 5/16"p10421 FB3/4"X3/4"A36 3'-3 13/16"p10831 FB3/4"X3/4"A36 0'-3 7/8"p10841 FB3/4"X3/4"A36 0'-5 1/2"p10851 FB3/4"X3/4"A36 0'-3 3/16"p10861 FB3/4"X3/4"A36 0'-1 5/8"p11271 FB3/4"X3/4"A36 0'-6 7/16"
pt100331 FB1/2"X1/2"A36 3'-0 1/8"pt10083 FB1/2"X1/2"A36 2'-11 3/4"rd10023 ROD3/4"A36 0'-3 11/16"rd10031 ROD3/4"A36 0'-3 9/16"
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
GR1003
GUARDRAILGR1003 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - GUARDRAIL - GR1003
734/
103 4/
3
214/
10'-812/
p1084
gr1018
rd1002 rd1002 rd1002 rd1003gr1008GR1003
p1040
214/
p1035
21316/
3'-9
3 4/
3'-0
613 16/
p1127
pt10
03
gr1008
gr1011
rd1003
rd1002
rd1002
rd1002
gr1018
p102
5
pt10
08
p1040
pt1008
GR1003
p102
3
p102
1
p1035
2
2'-1
1 8/2'
-11 8/
1'-7
9 16/3'
-6
712/
3'-0
21316/
10'-812/
3'-4916/
82-
pt10
03
2-pt
1003
2-pt
1003
2-pt
1003
11-p
t100
3
11-p
t100
3
316/TYP
TYP
TYP
pt10
08
p1041
p101
8
p1041
p1042
3'-0
TYP
3'-6
TYP
2 34/
21316/21316/
21316/21316/
312/
12
7716/
3'-4916/3'-4916/38/
312/
112/
38/
COURTYARD MARRIOTT
Tekl
a st
ruct
ures REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
LN1001
LANDINGLN1001 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - LANDING - LN1001
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
LN100113'-0"C8X11.5
1A36
LANDING1 LN1001
- SHOP PRIME
ch10011 C8X11.5A36 4'-5"ch10041 C8X11.5A36 13'-0"ch10112 C8X11.5A36 4'-4 9/16"ch10141 C8X11.5A36 4'-5"p11991 PL3/8"X2 1/16"A36 0'-7 5/8"
18 3/4"Ø KB-TZ BOLT BOLT 0'-5 1/2" FIELD BOLT-
6RD
1'-10 3'-2 4'-6 5'-10 7'-2 8'-6 9'-10 11'-2 12'-613'-0
4
44
44
4
B
B ch1004ch1001 ch1011 10 - 1316/ "Ø
ch1014
ch1011
A - A
1'-4 1'-4 1'-4 1'-4 1'-4 1'-4 1'-4 1'-4 6
41'
-31'
-31'
-34
13'-0
4'-5
4'-5
C C
p1199
14/14/
TYP
ch10
14
ch1011
A A
ch1001
0
TYP
ch1011
ch1004
LN1001
4'-0RD 7'-934/ 13'-0
1'-4
1 4/3 8/
71'
-01'
-01'
-010
6 1'-4
1'-31'-31'-34 4
44
4 - 1316/ "Ø
B - B
p1199
ch1011
14/14/
3 SIDE
C - C
COURTYARD MARRIOTT
Tekl
a st
ruct
ures REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
LN1002
LANDINGLN1002 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - LANDING - LN1002
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
LN10028'-0"C8X11.5
1A36
LANDING1 LN1002
- SHOP PRIME
ch10021 C8X11.5A36 3'-10"ch10061 C8X11.5A36 3'-10"ch10101 C8X11.5A36 3'-9 5/16"ch10121 C8X11.5A36 8'-0"p11991 PL3/8"X2 1/16"A36 0'-7 5/8"
18 3/4"Ø LAG_SCREWS BOLT 0'-5 1/2" FIELD BOLT-
4 8 8 8 8 8 8 8 8 8 8 8 4
EL15
'-51 2/
44
8'-0
p1199
A
A
6 - 1316/ "Ø6 - 1316/ "Ø LN1002ch1012
7516/
3 8/
4'-0RD 8'-0
3'-1
0
8'-0
3'-1
0
p1199
6 - 1316/ "Ø
6 - 1316/ "Ø6 - 1316/ "Ø
14/14/
TYP
0
TYP
ch1012
LN1002ch
1010
ch10
06
ch10
02
10101010
44
3 33'-10
ch1002
6 - 1316/ "ØA - A
COURTYARD MARRIOTT
Tekl
a st
ruct
ures REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
LN1003
LANDINGLN1003 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
2 - LANDINGS - LN1003
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
LN10038'-0"C8X11.5
2A36
LANDINGS2 LN1003
- SHOP PRIME
ch10072 C8X11.5A36 4'-9"ch10082 C8X11.5A36 4'-9"ch10092 C8X11.5A36 4'-8 9/16"ch10122 C8X11.5A36 8'-0"p11992 PL3/8"X2 1/16"A36 0'-7 5/8"
38 3/4"Ø LAG_SCREWS BOLT 0'-5 1/2" FIELD BOLT-
44
4RD
1'-0 1'-8 2'-4 3'-0 3'-8 4'-4 5'-0 5'-8 6'-4 7'-0 7'-88'-0
EL26
'-61 2/
8'-0
p1199
A
Ach1009
ch1012
LN1003
6 - 1316/ "Ø6 - 1316/ "Ø
8 8 8 8 8 4
412/
88
88
88
412/
4'-0RD 8'-0
8'-0
4'-9
B B
p1199
14/14/
TYP
6 - 1316/ "Ø6 - 1316/ "Ø
7 - 1316/ "Ø
0
TYP
ch1012
ch10
09
ch10
08
LN1003
ch10
07
1'-6
5 16/3 8/
4 8 8 8 8 8 8
412/ 8 8 8 8 8 8 412/
4'-9
44
ch10087 - 1316/ "Ø
A - A
p1199
ch1007
14/14/
3 SIDE
B - B
COURTYARD MARRIOTT
Tekl
a st
ruct
ures REVISIONS
NO DESCRIPTION DATE
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
LN1004
LANDINGLN1004 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - LANDING - LN1004
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
LN10049'-3"C8X11.5
1A36
LANDING1 LN1004
- SHOP PRIME
ch10131 C8X11.5A36 4'-11 3/4"ch10171 C8X11.5A36 9'-3"ch10182 C8X11.5A36 4'-11 5/16"
11 3/4"Ø KB-TZ BOLT BOLT 0'-5 1/2" FIELD BOLT-
6RD
1'-10 3'-2 4'-6 5'-10 7'-2 8'-6 9'-3
44
44
9'-3
EL4'
-51 2/
7 - 1316/ "Ø
TYP
A
A
ch1017LN1004
578/
1'-4
1'-4
1'-4
578/
9'-3
3'-1RD 6'-2 9'-3
4'-1
134/
0
TYP
7 - 1316/ "Ø
4 - 1316/ "Ø
ch1017
LN1004
ch1018ch1018ch1013
R 1 4/2516/
2516/
14/
3 4/3 4/
2516/
14/
2516/
3 4/3 4/
4'-1134/
TYP
14/14/
TYPLN1004ch1017
ch1018
A - A
COURTYARD MARRIOTT
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
ST100110'-5"MC12X10.6
1A36
STRINGER1 ST1001
- SHOP PRIME
a10011 L3X3X1/4A36 0'-6"a10129 L2X2X3/16A36 0'-10"a10131 L2X2X3/16A36 0'-4 1/8"p10111 FB1/4"X1 1/2"A36 0'-6 3/8"p10121 FB1/4"X1 1/2"A36 0'-5 1/2"st10211 MC12X10.6A36 0'-6 11/16"
2 3/4"Ø KB-TZ BOLT BOLT 0'-4 1/2" FIELD BOLT-
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
ST1001
STRINGERST1001 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - STRINGER - ST1001
418/ 214/
9'-214/
TYP
TYP
14/3 SIDES TYP
14/
14/
M
0
FULL PENETRATION TYP
316/TYP
TYPTYP
TYP
9- a1012
a1013
2 - 1316/ "ØGOL 112/ (N/S)
p1012
a1001p1011
st1021
ST1001
14/234/
9@11=8'-3 8 14/
61 16/9'-11
8'-10
7'-9
6'-8
5'-71 16/
4'-61 16/
3'-51 16/
2'-41 16/
1'-31 16/
RD
10'-5
6
8@1'-1=8'-77 8/
1'-31 8/
37 16/
61116/
3716/
638/
512/
3 12/
1
14/
614/ 3
EL-1
0EL
4'-1
1
2
512/
1'-0
12
712/
2
9@67
8/ =5'
-21 8/
878/
1'-0716/
138/ 10
9'-214/
112/
614/ 3a1001
ST1001
2 - 1316/ "Ø
COURTYARD MARRIOTT
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
ST100210'-5"MC12X10.6
1A36
STRINGER1 ST1002
- SHOP PRIME
a10011 L3X3X1/4A36 0'-6"a10129 L2X2X3/16A36 0'-10"a10131 L2X2X3/16A36 0'-4 1/8"p10111 FB1/4"X1 1/2"A36 0'-6 3/8"p10121 FB1/4"X1 1/2"A36 0'-5 1/2"st10221 MC12X10.6A36 0'-6 11/16"
2 3/4"Ø KB-TZ BOLT BOLT 0'-4 1/2" FIELD BOLT-
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
ST1002
STRINGERST1002 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - STRINGER - ST1002
14/
14/3 SIDES TYP
14/
M
0
FULL PENETRATION TYP
316/ TYP
TYP
TYP
TYP
TYP
TYP
9- a1012
a1013
2 - 1316/ "ØGOL 112/ (F/S)
p1012
a1001
p1011
st1022
ST1002
61 16/9'-11
10'-5
6
8@1'-1=8'-77 8/
1'-31 8/
37 16/
3
658/
978/
12
712/
418/ 214/178/
1'-0
3 12/
1
2
638/
512/
2
138/ 10
614/
1'-0716/
14/234/
9@11=8'-3 8 14/
9@67
8/ =5'
-21 8/
878/
EL-1
'-0EL
4'-1
1
9'-214/
512/
8'-10
7'-9
6'-8
5'-71 16/
4'-61 16/
3'-51 16/
2'-41 16/
1'-31 16/
RD
9'-214/
112/
614/ 3a10012 - 1316/ "Ø ST1002
COURTYARD MARRIOTT
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
ST100312'-0 7/8"MC12X10.6
1A36
STRINGER1 ST1003
- SHOP PRIME
a10061 L3X3X3/16A36 0'-5 11/16"a101210 L2X2X3/16A36 0'-10"a10131 L2X2X3/16A36 0'-4 1/8"p10121 FB1/4"X1 1/2"A36 0'-5 1/2"st10181 MC12X10.6A36 0'-6 11/16"
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
ST1003
STRINGERST1003 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - STRINGER - ST1003
10'-334/
ST1003
TYP
TYP
TYP
TYP
TYP
14/3 SIDES TYP
316/TYP
M
0
FULL PENETRATION TYP
14/
a1006
10- a1012
a1013
1 - (1"x1316/ ") SLOTS
p1012st1018
381
16/
1'-13 8/
1'-015 16/
138/ 10
2
1'-4
3 8/9@
613 16/
=5'-1
3 8/81
3 16/
EL8'
-87 16/
EL15
'-11
12'-07 8/
1'-15 16/
9@1'-015 16/ =9'-8
1 2/
1'-31 8/
37 16/
1'-0
418/ 214/
12
7716/
112/
512/
512/ 10@11=9'-2 8 14/
2
512/
3716/
61116/
3 12/
1
9'-109 16/
1'-015 16/
7'-811 16/
1'-015 16/
5'-613 16/
1'-015 16/
3'-415 16/
1'-015 16/
1'-31 16/
RD
10'-334/
st1018ST1003
COURTYARD MARRIOTT
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
ST100412'-0 7/8"MC12X10.6
1A36
STRINGER1 ST1004
- SHOP PRIME
a10071 L3X3X3/16A36 0'-5 11/16"a101210 L2X2X3/16A36 0'-10"a10131 L2X2X3/16A36 0'-4 1/8"p10121 FB1/4"X1 1/2"A36 0'-5 1/2"st10191 MC12X10.6A36 0'-6 11/16"
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
ST1004
STRINGERST1004 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - STRINGER - ST1004
214/
512/
14/
M
0
FULL PENETRATION TYP
316/ TYP
14/3 SIDES TYP
TYP
TYP
TYP
TYP
TYP
10- a1012
a1013
a10071 - (1"x1316/ ") SLOTS
p1012
st1019
ST1004
EL8'
-87 16/
EL15
'-11
1'-4
3 8/9@
613 16/
=5'-1
3 8/81
3 16/
12'-07 8/
1'-15 16/
9@1'-015 16/ =9'-8
1 2/
1'-31 8/
61116/
512/
3716/
37 16/
12'-07 8/
1'-015 16/
9'-109 16/
8'-95 8/
7'-811 16/
6'-73 4/
5'-613 16/
4'-57 8/
3'-415 16/
2'-4
1'-31 16/
RD
138/ 10
12
7716/
418/
2
1'-0
3 12/
1
112/
381
16/
2
512/ 10@11=9'-2 8 14/
10'-334/
10'-334/st1019ST1004
COURTYARD MARRIOTT
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
WR10019'-6 1/2"PIPE1"1/2 Ø O.D.
2A53
WALL RAILS2 WR1001
- SHOP PRIME
p10064 FB1/4"X1 1/2"A36 0'-1 1/2"w272 PIPE1"1/2 Ø O.D.A53 0'-1 5/8"w282 PIPE1"1/2 Ø O.D.A53 0'-2"w10012 PIPE1"1/2 Ø O.D.A53 1'-0 3/16"w10022 PIPE1"1/2 Ø O.D.A53 0'-2"wb10016 BOIA36
6 3/8"Ø LAG_BOLT BOLT 0'-3 1/4" FIELD BOLT-
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
WR1001
WALL RAILWR1001 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
2 - WALL RAILS - WR1001
6316/ 6
3'-0
TYP
3'-0
8'-6
6
4'-713 16/
4'-411 16/
6716/
7 8/
112/
1'-0
1'-0316/
7 16/
716/
9'-61 2/
7
12
3TYP
3'-0
11
9'-3
wb1001
(1) 38/ X 0'-3 14/LAG_BOLTTYP
w1001p1006
wb1001
wb1001
w27p1006
WR1001
9'-3
112/
214/
21 4/
21 4/
p1006p1006
WR1001w1001
w1002w28
COURTYARD MARRIOTT
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
WR100211'-10 1/8"PIPE1"1/2 Ø O.D.
1A53
WALL RAIL1 WR1002
- SHOP PRIME
p10062 FB1/4"X1 1/2"A36 0'-1 1/2"w281 PIPE1"1/2 Ø O.D.A53 0'-2"w291 PIPE1"1/2 Ø O.D.A53 0'-1 5/8"w10011 PIPE1"1/2 Ø O.D.A53 1'-0 3/16"w10021 PIPE1"1/2 Ø O.D.A53 0'-2"wb10014 BOIA36
4 3/8"Ø LAG_BOLT BOLT 0'-3 1/4" FIELD BOLT-
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
WR1002
WALL RAILWR1002 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - WALL RAIL - WR1002
1'-0316/
6316/ 6
613 16/
1'-0
7716/
12
3'-0
TYP
3TYP
13 16/
112/
3'-0
11
10'-97 16/
7 16/
6
3'-105 16/
3'-105 16/
3'-77 16/
11'-101 8/
716/
3'-0
11'-1
wb1001
3- wb1001 (1) 38/ X 0'-3 14/LAG_BOLTTYP
w1001p1006
p1006w29
WR1002
214/
112/
11'-1
21 4/
21 4/
w28
w29
p1006w1002
p1006
WR1002w1001
COURTYARD MARRIOTT
Tekl
a st
ruct
ures
REVISIONS
NO DESCRIPTION DATE
LINE GRADE SCOPE QTY DESCRIPTION LENGTH MARK REMARK
WR100310'-9 5/8"PIPE1"1/2 Ø O.D.
1A53
WALL RAIL1 WR1003
- SHOP PRIME
p10062 FB1/4"X1 1/2"A36 0'-1 1/2"w10011 PIPE1"1/2 Ø O.D.A53 1'-0 3/16"w10022 PIPE1"1/2 Ø O.D.A53 0'-2"w10061 PIPE1"1/2 Ø O.D.A53 0'-1 5/8"wb10014 BOIA36
4 3/8"Ø HILTI KWIK BOLT TZ BOLT 0'-3 1/4" FIELD BOLT-
ARCH
JOB
ITEM
CONTR
DWN : VHS
JOB NO.
DATE: CHK'D: VHS
DWG NO.
BOLT : 3/4" A325N UNO
HOLES : 13/16" UNO
WELD : E-70XX
FINISH :
WR1003
WALL RAILWR1003 -
MATERIALW SHAPES = A992TUBES = A500 (46 KSI)SHOP PREP PER SPECS
DATE:
SHOP PRIME
ONE - WALL RAIL - WR1003
9'-87 8/
3TYP 3'
-0TY
P
3'-63 16/
3'-63 16/10'-9
5 8/
10'-2
(1) 38/ X 0'-3 14/TAP_BOLTTYP
p1006
p1006w1006
WR1003
3- wb1001
678/
13 16/
112/
6
3'-0
11
6316/ 6
1'-0316/
712/
12
1'-0
3'-0
716/
7 16/
3'-35 16/
wb1001
w1001
214/
112/
10'-2
21 4/
21 4/
p1006
w1002
p1006
WR1003w1001
w1002
COURTYARD MARRIOTT
