SAN ANTONIO, TX
1964 BROADSTONE MEDICAL CENTER SAN ANTONIO, TX
PAGE
DESCRIPTION
FOR APPROVAL
CS
COVER SHEET
07/15/2016
EB1
AREA A BASE PLATE LAYOUT
07/15/2016
EB2
AREA B BASE PLATE LAYOUT
07/15/2016
EB3
AREA C,D BASE PLATE LAYOUT
07/15/2016
EB4
AREA E BASE PLATE LAYOUT
07/15/2016
EB5
AREA F BASE PLATE LAYOUT
07/15/2016
A REV
For Approval
07/15/2016
DESCRIPTION
DATE
Tekla Structures
TOWER STEEL SERVICES INC. 14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION COVER SHEET PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DATE DRAWN 04/08/2016 1964
DRG No.
CS
AG
7'-71/2
4'-87/16
5'-17/16
1'-6 23/16
1'-4
24
9'-1015/16
6'-10
2'-415/16 75/8
12'-45/16
61/4 2'-711/16
9'-93/4
13'-13/8
11'-101/2
3'-31/2
3'-43/8
7'-53/8
2'-0
13
3/ 8
(4) 3/4" X 8" A490 ANCHOR BOLT 6" MIN EMBEDMENT VERIFY
M2 FL3/4"X12
M2 FL3/4"X12
M2 FL3/4"X12 X 1'-0 BASE PLATE
5X
X5 X3 /8 37
C
H
47
H
SS 5
SS
A DETAIL A
20'-1015/16
C
111/8
AA
SS 3- 1 /2 X
20'-1015/16
11/2
9
5X
11/2
5X
B8
SS
B6
H
AX.5
B4
11/2
AV
B3
1/ 4
57/8
5'-10
AU
AS
AZ
3- 1 /2 X
12'-75/8
AK
24
3'-103/16
AJ.5
AJ
C
14'-99/16
AI
9
12'-713/16
AH
A
5X 3/ 8
AA.8
AG
AF
B7
B5
AX
AT
AQ
119/16
AE
AO
11/2
AM AL AN
AA
C
H 17
36
H
C
11/2
SS 5X 5X 3/ 8
M21 FL3/4"X10 X 0'-10 BASE PLATE
11/2
SS 5X 5X 3/ 8
(4) 3/4" X 8" A490 ANCHOR BOLT 6" MIN EMBEDMENT VERIFY
11/2
11/2
7
C
46
H
5'-813/16
5'-813/16
23
7
12.6
M2 FL3/4"X12
M2 FL3/4"X12
22.5
111/8
33'-47/8
1'-23/8
8'-63/8
DETAIL B
11/2
0
18 C
11
3/ 8
SS 5X 5X H 26 C
1'-23/8
(4) 3/4" X 8" A490 ANCHOR BOLT 6" MIN EMBEDMENT VERIFY
20
11/2
13'-19/16
M22 PL3/4"X14 X 1'-2 BASE PLATE
3/ 8
SS 5X 5X
SS 5X 5X
H
13'-19/16
17 16.8
42
39 C
44'-21/2
M2 FL3/4"X12
32'-111/16
H
58'-41/2 13'-19/16
LEVEL1
3/ 8
SS 5X 5X
SS 5X 5X H
H
16'-21/8
CONSTRUCTION JOINT
38
C
H
31
26 C
A-A
SS 5X 5X
M2 FL3/4"X12
16 3/ 8
30'-25/8
M2 FL3/4"X12
M2 FL3/4"X12
C
M2 FL3/4"X12
16
(4) 3/4" X 8" A490 ANCHOR BOLT 6" MIN EMBEDMENT VERIFY
3/ 8
3/ 8
SS 5X 5X
33'-11/4
M2 FL3/4"X12
41
H
15
C 5X 5X 3/ 8 SS
5X 5X 3/ 8
H 30 C
SS
SS
52
H
H
C
22 C
SS H 24
93/16
M2 FL3/4"X12
12.6
9'-95/8
5X 5X 3/ 8
SS
5X 5X 3/ 8
H 50
H C
C
49
107/16
48 C
44 C
AA.8
18'-111/2
AE
AF
AG
12'-315/16
AH
AI
AJ
AJ.5
AK AL
AM AN AO
AQ
13'-73/4
AU
AS
12'-37/8
AV
AX
AX.5
B3
12'-93/4
B4 B5
B6
B7
rth No
50 SS H 51
M2 FL3/4"X12
10.8
28'-33/8
AZ
11.2 11
B
D
F
C
M2 FL3/4"X12
M2 FL3/4"X12
C
C
51
34
H
H
SS
SS
6X 0. 2
6X 0. 2
50
50
7'-35/16
6X 0. 2
6X 0. 2 SS H 34 C M2 FL3/4"X12
12'-37/8
E
12
11'-101/2
50
22'-111/8
50 SS H C
C
3'-71/16
34
H 34
34 C
C
C
19'-113/4
M2 FL3/4"X12 13'-75/8
C
A
M2 FL3/4"X12
M2 FL3/4"X12
23
M2 FL3/4"X12
RD
EDGE OF CONCRETE
6X 0. 2
50 6X 0. 2
SS H
SS
6X 0. 2
50 6X 0. 2 SS H 34
M2 FL3/4"X12
C
M2 FL3/4"X12
H
F.F.EL 937.80'
21'-1113/16
8'-109/16
21'-215/16 50
8'-13/8
7'-35/16
SS
5X 5X 3/ 8 H
SS
5X 5X 3/ 8 SS H
H 40
C
107/16
3'-85/8 7X 0. 2 SS
M2 FL3/4"X12
M2 FL3/4"X12
50
50 7X 0. 2 SS H
M2 FL3/4"X12
19'-113/16
M2 FL3/4"X12
M22 PL3/4"X14
18
45'-8
C
C
33
29
H
H
SS
SS
H 16 C
M2 FL3/4"X12
DET. C
67'-713/16
5X 5X 3/ 8
88'-103/4
SS
97'-01/8
5X 5X 3/ 8
115'-53/4
5X 5X 3/ 8
5X 5X 3/ 8
42'-015/16 135'-51/2
12'-713/16
AA
12.8
77/16
M22 PL3/4"X14
10.8
13
12.7
F.F.EL 939.40'
M2 FL3/4"X12
51'-13/16
11.2 11
7'-53/8
M2 FL3/4"X12
M2 FL3/4"X12
12
5X 5X 3/ 8
5X 5X 3/ 8
C 5X 5X 3/ 8
M2 FL3/4"X12
SS
148'-15/16
1'-23/8
C
13'-6
H 17 C M21 FL3/4"X10
DET. B
18'-97/8
5X 5X 3/ 8
C
19
3- 1 /2 X 3- 1 /2 X SS
12.7
DET. A
M2 FL3/4"X12
SS
1/ 4
103'-711/16
12.8
C
90'-117/8
H
13
21
615/16
25
H
H
SS
SS
5X 5X 3/ 8
25'-45/16
M2 FL3/4"X12
2 6 VERIFY
C
22
M2 FL3/4"X12
72'-41/8 52'-05/8
15
C24 HSS5X5X3/8
M2 FL3/4"X12
44'-03/8
3/ 8
SS 5X 5X
C
M2 FL3/4"X12
M2 FL3/4"X12
DETAIL C
18 17.1
H
47'-101/16
17.1 17 16.8
3/ 8
C
27
18
12.6
25 H
SS 5X 5X H 43 C
56'-0
34'-71/4
21
3/ 8
58'-41/2
11.2
EDGE OF CONCRETE
H
76'-25/16
M2 FL3/4"X12
35
M2 FL3/4"X12
11/2
11
22
SS 5X 5X
M2 FL3/4"X12
M2 FL3/4"X12
55'-61/8
20
M2 FL3/4"X12
C
C
20
21
H
H
C
28
SS 5X 5X
H
SS 5X 5X
22
11/2
3/ 8
5/ 16
SS 5X 5X
3/ 8
.
3/ 8
EDGE OF CONCRETE
SS 7X 0.
15'-17/8
CONSTRUCTION JOINT
AA.8
KEY MAP
B8
AT A REV
For Approval
07/15/2016
DESCRIPTION
DATE
N
F.F.EL + 0'-0
h ort
AREA A BASE PLATE LAYOUT
TOWER STEEL SERVICES INC.
Tekla Structures
NOTES: * VERIFY ALL CONNECTIONS * VERIFY ALL DIMENSIONS * ALL DIMENSIONS WILL BE FIELD VERIFIED PRIOR TO FABRICATION * ALL MATERIAL WILL RECIEVE ONE SHOP COAT OF RED OXIDE PRIMER FINSIHED COAT BY OTHERS * HSS7X.250 AND HSS6X.250 MAY NOT BE READILY AVAILABLE CAN YOU PLEASE PROVIDE AN ALTERNATE REFERENCE S0-5 S1-1A S2-3 SS-3A S2-4 SD5-1
ALLIANCE RESIDENTIAL KELLY GROSSMAN ARCHITECTS STERLING ENGINEERING
14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION BASE PLATE LAYOUT @ AREA F CLUBHOUSE LEASING PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DRG No. DATE DRAWN 04/11/2016 1964 EB1
3.2
3
3.7
4
38'-11/2 81/8
30'-95/8
6'-73/4
M2 FL3/4"X12
C
C
5
5
H
SS
5'-5
6X
6X 3/ 8 6X H
SS
4'-11/8
AS1
A
M2 FL3/4"X12
H M2 FL3/4"X12
DET. A
8 VERIFY
C
C
13
14
H
5'-43/8
SS 6X 6X 3/ 8
SS 6X 6X 3/ 8
C
M2 FL3/4"X12
AS3
C
6
M2 FL3/4"X12
6
H
H
SS 6X 6X 3/ 8
SS 6X 6X 3/ 8
22'-5
17'-01/4
27'-91/2
M2 FL3/4"X12
26'-53/4
AS2
6X 3/ 8
EDGE OF CONCRETE
30'-91/2 VERIFY
h ort
BASE PLATE LAYOUT @ NORTH GARAGE ENTRY N
F.F.EL.=+0'-0
38'-11/2 65/8
30'-65/8
6'-73/4
3
11/2
4
1'-0
B.9
3.6
3.1
3
3/ 8
M2 FL3/4"X12
3/ 8
SS 6X 6X
SS 6X 6X
H
H
C
M2 FL3/4"X12
6
6 C
5'-6
33'-111/2
CS2
3/ 8
CS1
C
13 C
M2 FL3/4"X12
14
H
H
SS 6X 6X
SS 6X 6X
3/ 8
10'-63/8
C
SS
6X 6X 3/ 8
26'-21/2
20'-81/2
C M2 FL3/4"X12
M2 FL3/4"X12
DET. A
3'-91/2
CS3
NOTES: * VERIFY ALL CONNECTIONS * VERIFY ALL DIMENSIONS * ALL DIMENSIONS WILL BE FIELD VERIFIED PRIOR TO FABRICATION * SEE EB1 FOR EMBED DETAILS * ALL MATERIAL WILL RECIEVE ONE SHOP COAT OF RED OXIDE PRIMER FINISHED COAT BY OTHERS
C
5
53
H
H
SS
6X 6X 3/ 8
16'-111/8
M2 FL3/4"X12
EB1
* STRUCTURAL AND GARAGE STRUCTURAL SHOW DIFFERENT COLUMN SIZES PLEASE VERIFY WHICH IS CORRECT REFERENCE S0-5 S1-1A S2-3 SS-3A S2-4 SD5-1
EDGE OF CONCRETE
N
F.F.EL=+0'-0
h ort
BASE PLATE LAYOUT @ SOUTH GARAGE ENTRY
C
E
No
rth
A
B
D
F
KEY MAP
A REV
For Approval
07/15/2016
DESCRIPTION
DATE
Tekla Structures
TOWER STEEL SERVICES INC.
ALLIANCE RESIDENTIAL KELLY GROSSMAN ARCHITECT STERLING ENGINEERING
14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION BASE PLATE LAYOUT @ AREA C,D GARAGE ENTRY PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DRG No. DATE DRAWN 04/11/2016 1964 EB2
AM AN
AL
50
AO
AU
AT
AQ
AW.2 AX
AW AV
AS
+11'-63/4
AL
B81 W16X31
24
+11'-63/4
1/4
LEVEL2
B86 W16X36
5X SS H 47 C
5X SS H 37 C
5X 3/ 8
@ 24" STAGGERED BOLTS BY OTHERS
B74 W16X26
5X 3/ 8
9/16 HOLES ON BEAM FLANGE
+11'-63/4
9/16 HOLE @ 24" STAGGERED
BOLTS BY OTHERS
9/16 HOLES ON BEAM FLANGE
11/2
SS 5X 5X 3/ 8
@ 24" STAGGERED BOLTS BY OTHERS
9/16 HOLES ON BEAM FLANGE
A-A
@ 24" STAGGERED BOLTS BY OTHERS
AE
AF
AH
AG
AI
AJ
AK
@ 24" STAGGERED BOLTS BY OTHERS
9/16 HOLES ON BEAM FLANGE
@ 24" STAGGERED BOLTS BY OTHERS
@ 12" STAGGERED BOLTS BY OTHERS
B
13/4
BOLTS BY OTHERS
B-B
SS 5X 5X
3/ 8
H
SS 5X 5X
26
H
C
43
3/ 8
3/ 8
C
42
H
SS 5X 5X H 39
B76 W18X50
@ 12" STAGGERED BOLTS BY OTHERS
C
27
9/16 HOLE @ 12" STAGGERED
B8
B7
3/ 8
3/ 8
SS 5X 5X H 35
+11'-63/4
+11'-63/4
9/16 HOLES
C
B6
SS 5X 5X
SS 5X 5X
DET. B +11'-63/4
+11'-63/4
H
CONSTRUCTION JOINT
E3
B62 W16X26
B59 W14X30
B4
B79 W18X35
+11'-63/4
9/16 HOLES
B
B68 W16X77
3/ 8
B63 W16X26
3/ 8
C
22
H
SS 5X 5X
18 17.1 17 16.8
+11'-63/4
B3
+11'-51/4
B69 W16X31
+11'-63/4
@ 12" STAGGERED BOLTS BY OTHERS
C
C
20 C
20
MC
B66 W16X31
9/16 HOLES
B82 W18X35 (CANT.)
H
+11'-63/4
28
H
21
+11'-63/4
C
SS 5X 5X
3/ 8
5/ 16
SS 5X 5X
22
AZ
1'-0
+11'-63/4
1'-7
B70 W16X31 (CANT.)
+11'-83/4
.
1'-0
B5
AX.5
9/16 HOLES ON BEAM FLANGE
AJ.5
3
H C
46
A
3
AA.8
LEVEL2
B85 W16X26
AA
22.5
B73 W18X35
A
1'-0
1'-0
23
SS 5X 5X 3/ 8
1'-0
C
36
H
4X30 16X40
11/2
3/ 8
SS 5X 5X H
H
41
38
C
C
E3
25
H
PL 3/8" STIFFENER @ 48" O.C
5X 5X 3/ 8
X3 /8 5X 5
SS
SS
H 30 C
H 24 C
SS
SS
E3
52
H
H
C
C
C
22
19
3- 1 /2 X
+11'-63/4
B94 W14X90
5X 5X 3/ 8 SS H C
C
C
50
49
48
H
H
SS
SS
5X 5X 3/ 8
5X 5X 3/ 8
5X 5X 3/ 8 SS 44 C
+11'-51/4
B90 W18X40
E
rth
B91 W14X53 (CANT.)
@ 12" STAGGERED BOLTS BY OTHERS
+11'-51/4
9/16 HOLES
@ 12" STAGGERED BOLTS BY OTHERS
111/4
3'-31/2
1'-0
9/16 HOLES
C
A
1'-0
B89 W12X35 (CANT.)
B84 W12X35 (CANT.)
@ 12" STAGGERED BOLTS BY OTHERS
1'-0
9/16 HOLES
+11'-51/4
1'-0
1'-0
+11'-63/4
B
D
F
23
@ 12" STAGGERED BOLTS BY OTHERS
22'-111/8
REFERENCE S2-5 SD2-1 SD2-2 SD2-3 SD5-1
B88 W16X40 (CONT.)
+11'-51/4
+11'-51/4
1'-0
9/16 HOLES
H
5X 5X 3/ 8
+11'-51/4
3'-71/16
B83 W16X40
B72 W12X35 (CANT.)
B65 W16X26
B77 W12X35 CANT.
+11'-63/4
21'-1113/16
40 C
33 C
H
SS H
SS
5X 5X 3/ 8
SS H
H
H 18
6X 0. 2
50
KEY MAP
SS
50 SS
H
51
H
17'-01/2 51 C
C
2ND FLOOR STRUCTURAL STEEL @ CLUBHOUSE
A h ort
REV
N
F.F.EL = + 11'-81/2 T.O.STEEL =+ 11'-51/4 (U.N.O)
+11'-51/4
C
H
24'-33/8
B92 W14X53 (CANT.)
34
34
6X 0. 2
50 6X 0. 2
14'-15/16
H
SS
+11'-51/4 SS
50 6X 0. 2
50 6X 0. 2 SS
11'-813/16 C
H 34 C
13'-97/8
H
SS
+11'-51/4
B87 W12X35 CANT.
34
6X 0. 2
50
50 6X 0. 2
12'-25/8
H
SS
13'-613/16 34
H 34 C
+11'-51/4
C
50 6X 0. 2
18'-55/8
SS
19'-113/4
B80 W12X35 CANT.
B67 W12X35 (CANT.)
C
C
C
12'-713/16
B75 W16X40
+11'-51/4
SS
SS
7X 0. 2
50
E3
B60 W16X40
21'-215/16
B72 W12X35 (CANT.)
3'-91/2
50
DET. E 7X 0. 2
29 C
E3
+11'-63/4
B64 W12X35 (CANT.)
DET. F
+11'-63/4 B56 W18X50
E3
11.2 11
18'-55/8
1'-0
21'-0
DET. C
19'-113/4
8'-13/8
4'-11/16
5X 5X 3/ 8 SS H 16 C
12'-713/16
3'-213/16
12'-2
+11'-51/4
B55 W18X35 (CANT.)
+11'-63/4
5X 5X 3/ 8
B57 W14X30 (CANT.)
C
12.6 B54 W16X26 (CANT.)
B93 W14X30
+11'-63/4
NOTES: * VERIFY ALL DIMENSIONS * VERIFY ALL CONNECTIONS * ALL DIMENSIONS WILL BE FIELD VERIFIED PRIOR TO FABRICATION * SEE E3 FOR CONNECTIONS DETAILS * VERIFY ALL T.O.STEEL ELEVATION
No
17
H
SS
12.7
5X 5X 3/ 8
5X 5X 3/ 8
DET. D
SS
5X 5X 3/ 8
B61 W18X50
H
1/ 4
+11'-63/4
3- 1 /2 X
12.8
10.8
DET. A
C
PL 3/8" STIFFENER @ 48" O.C
C
PL 3/8" STIFFENER @ 48" O.C
B58 W14X22
13
12
B78 W18X35
SS 5X 5X
3/ 8
SS 5X 5X 21
H
+11'-51/4
15
SS 5X 5X
3/ 8
SS 5X 5X H 31 B71 W18X50
3/ 8
16
C
C
26
H
SS 5X 5X
3/ 8
3/ 8
+11'-63/4
For Approval
07/15/2016
DESCRIPTION
DATE
Tekla Structures
TOWER STEEL SERVICES INC.
ALLIANCE RESIDENTIAL KELLY GROSSMAN ARCHITECT STERLING ENGINEERING
14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION 2ND FLOOR STEEL STRUCTURE @ CLUBHOUSE LEASING PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DRG No. DATE DRAWN 05/02/2016 1964 E1
4
38'-11/2
38'-11/2
3.7
3.2
3
6'-73/4
81/8
30'-95/8
6X 3/ 8
6X
6X 3/ 8
+23'-1
SS H
5
4'-11/8
4'-75/8
H
SS
6X
AS1
C
C
5
H
SS
6X
6X 3/ 8
4'-11/8
AS2
6'-73/4
+23'-1
B11 W24X94
5
AS1
4
5
30'-95/8
C
81/8
5
3.7
4'-75/8
3.2
3
B52 W18X71
17'-01/4
+23'-1
3/ 8
15
3/ 8
SS 6X 6X
SS 6X 6X
5'-43/8
3/ 8
SS 6X 6X
H C
C
13
+23'-1
14
H C
A
C
AS3
14
SS 6X 6X H 13 C
+11'-51/4
B12 W16X45
5'-7
+23'-1
B14 W24X94 (CANT.)
3/ 8
5'-43/8
6'-0
H
30'-95/8
6'-8
H
H 12
30'-95/8
6'-9 B50 W16X45 (CANT.)
SS 6X 6X 3/ 8
B95 W24X94 (CANT.)
AS3
C
C
C
+11'-51/4
SS 6X 6X 3/ 8
B6 W24X94 (CANT.)
SS SS 6X 6X 6X 6X 3/ 3/ 8 8 H
15
12
H
C
6
H
H SS SS 6X 6X 6X 6X 3/ 3/ 8 8
6 C
17'-01/4
+23'-1 26'-53/4
26'-53/4
C
5
H
SS 6X 6X 3/ 8
AS2
B13 W16X77
No
3RD FLOOR STRUCTURAL STEEL @ NORTH GARAGE ENTRANCE
rth
T.O.STEEL= + 11'-51/4 (U.N.O)
No
2ND FLOOR STRUCTURAL STEEL @ NORTH GARAGE ENTRANCE
rth
A
3/ 8
SS 6X 6X H
13
14 C
SS 6X 6X H
CS1
22'-51/8 16'-111/8
16'-111/8
3/ 8
SS 6X 6X H
5'-8 B53 W24X94 (CANT.)
C
12
30'-81/8
6'-0
22'-51/8
+23'-1
C
C
12
H
SS 6X 6X
5'-6
6
H
CS2 7'-3
30'-81/8
7'-2
B9 W24X94 (CANT.)
B5 W24X94 (CANT.)
12 C
+11'-51/4 B49 W16X45 (CANT.)
CS2
SS SS 6X 6X 6X 6X 3/ 3/ 8 8
H
S SS S6 6X X6X 3/ 6X 8 3/ 8
C
12
H
C
6
H
5'-6
3/ 8
C
B8 W16X45
CS1
B10 W16X77
14
C
13
H
+11'-51/4
+23'-1
C
3/ 8
SS 6X 6X
3/ 8
H
SS 6X 6X
3/ 8
T.O.STEEL =+ 23'-1" (U.N.O)
+23'-1
+23'-1
SS
rth
6X 6X 3/ 8
6X 6X 3/ 8 SS H
No
H 53 C
6X 6X 3/ 8 H 53
B
3'-67/8
C
30'-81/8
B7 W24X94
6'-103/4
E
F D
+23'-1 KEY MAP
5
65/8
C
5
+23'-1 B51 W18X71
CS3
SS
6X 6X 3/ 8 SS H 5 C
CS3
C
A
3
3.1
3.6
T.O.STEEL= + 11'-51/4 (U.N.O)
No
2ND FLOOR STRUCTURAL STEEL @ SOUTH GARAGE ENTRANCE
rth
38'-11/2
65/8
4 3
30'-81/8
6'-103/4
3.6
3.1
NOTES: * VERIFY ALL CONNECTIONS * VERIFY ALL DIMENSIONS * ALL DIMENSIONS WILL BE FIELD VERIFIED PRIOR TO FABRICATIONS * VERIFY ALL T.O.STEEL
4
REFERENCE S2-7 SD2-1 SD2-2 SD2-3 SD5-1
T.O.STEEL =+ 23'-1" (U.N.O)
No
3RD FLOOR STRUCTURAL STEEL @ SOUTH GARAGE ENTRANCE
rth
38'-11/2
A REV
For Approval
07/15/2016
DESCRIPTION
DATE
Tekla Structures
TOWER STEEL SERVICES INC. ALLIANCE RESIDENTIAL KELLY GROSSMAN ARCHITECT STERLING ENGINEERING
14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION GARAGE ENTRANCE PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DATE DRAWN 05/02/2016 1964
DRG No.
E2
3/ 8
5X 5X SS 24
H
E
C
D
C DETAIL C
A
B57 W14X30
DETAIL D
B
10
B60 W16X40
F
F DETAIL F
E
C
23
DETAIL A
D
11/2
C
SS 7X 0. 25 0
A
B69 W16X31
B78 W18X35
B56 W18X50
H
B71 W18X50
B56 W18X50
B57 W14X30
B55 W18X35
SS C
38
H
B66 W16X31
21/2
11/2
3
B57 W14X30
21/2
B61 W18X50
5X
5X 3/ 8
B70 W16X31
B
DETAIL B DETAIL E
B57 W14X30
3/4" A325N BOLTS
3/4" A325N BOLTS
3/4" A325N BOLTS
@ 3" O.C.
@ 3" O.C.
PL 3/8" STIFFENER
C38 HSS5X5X3/8
@ 48" O.C
PL 3/8" STIFFENER B70 W16X31
LEVEL2
+11'-63/4 B57 W14X30
@ 3" O.C. PL 3/8" STIFFENER
PL 3/8" CONNECTION PLATE 3/4" A325N BOLTS
@ 3" O.C.
B-B
C-C
B57 W14X30 B60 W16X40
B56 W18X50
PL 3/8" STIFFENER (2) L4"X31/2X3/8" BOTH SIDES PL 3/4" CAP
(4) 3/4" A325N BOLTS
3/4" A325N BOLTS
@ 3" O.C.
PL 3/8" KNIFE PLATE
MOMENT CONNECTION
LEVEL2
+11'-63/4
C23 HSS7X0.250
(2) L4"X31/2X3/8"
PL 3/8" CONNECTION PLATE
C24 HSS5X5X3/8
PL 1/4"X 1" BACKING PLATE PL 3/8" KNIFE PLATE
B61 W18X50
13/4
LEVEL2
+11'-63/4
3
B56 W18X50
+11'-81/2
+11'-81/2
PL 3/8" CAP
13/4
B55 W18X35
13/4
+11'-81/2
3
13/4
B69 W16X31
+11'-81/2
3
B78 W18X35
LEVEL2 3
31/4
B71 W18X50
LEVEL2
+11'-63/4
3
LEVEL2
+11'-51/4
PL 3/8" CAP
+11'-81/2 +11'-63/4
13/4
B66 W16X31
+11'-81/2
D-D
F-F A-A
E-E
NOTES: * VERIFY ALL DIMENSIONS * VERIFY ALL CONNECTIONS * ALL DIMENSIONS WILL BE FIELD VERIFIED PRIOR TO FABRICATION REFERENCE S2-5 SD2-1 SD2-2 SD2-3 SD5-1
A REV
For Approval
07/15/2016
DESCRIPTION
DATE
Tekla Structures
TOWER STEEL SERVICES INC.
ALLIANCE RESIDENTIAL KELLY GROSSMAN ARCHITECT STERLING ENGINEERING
14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION STEEL DETAILS PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DATE DRAWN 05/18/2016 1964
DRG No.
E3
PAGE
DESCRIPTION
FOR APPROVAL
CS
COVER SHEET
07/15/2016
EB1
AREA A BASE PLATE LAYOUT
07/15/2016
EB2
AREA B BASE PLATE LAYOUT
07/15/2016
EB3
AREA C,D BASE PLATE LAYOUT
07/15/2016
EB4
AREA E BASE PLATE LAYOUT
07/15/2016
EB5
AREA F BASE PLATE LAYOUT
07/15/2016
A REV
For Approval
07/15/2016
DESCRIPTION
DATE
Tekla Structures
TOWER STEEL SERVICES INC. 14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION COVER SHEET PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DATE DRAWN 04/08/2016 1964
DRG No.
CS
AG
7'-71/2
4'-87/16
5'-17/16
1'-6 23/16
1'-4
24
9'-1015/16
6'-10
2'-415/16 75/8
12'-45/16
61/4 2'-711/16
9'-93/4
13'-13/8
11'-101/2
3'-31/2
3'-43/8
7'-53/8
2'-0
13
3/ 8
(4) 3/4" X 8" A490 ANCHOR BOLT 6" MIN EMBEDMENT VERIFY
M2 FL3/4"X12
M2 FL3/4"X12
M2 FL3/4"X12 X 1'-0 BASE PLATE
5X
X5 X3 /8 37
C
H
47
H
SS 5
SS
A DETAIL A
20'-1015/16
C
111/8
AA
SS 3- 1 /2 X
20'-1015/16
11/2
9
5X
11/2
5X
B8
SS
B6
H
AX.5
B4
11/2
AV
B3
1/ 4
57/8
5'-10
AU
AS
AZ
3- 1 /2 X
12'-75/8
AK
24
3'-103/16
AJ.5
AJ
C
14'-99/16
AI
9
12'-713/16
AH
A
5X 3/ 8
AA.8
AG
AF
B7
B5
AX
AT
AQ
119/16
AE
AO
11/2
AM AL AN
AA
C
H 17
36
H
C
11/2
SS 5X 5X 3/ 8
M21 FL3/4"X10 X 0'-10 BASE PLATE
11/2
SS 5X 5X 3/ 8
(4) 3/4" X 8" A490 ANCHOR BOLT 6" MIN EMBEDMENT VERIFY
11/2
11/2
7
C
46
H
5'-813/16
5'-813/16
23
7
12.6
M2 FL3/4"X12
M2 FL3/4"X12
22.5
111/8
33'-47/8
1'-23/8
8'-63/8
DETAIL B
11/2
0
18 C
11
3/ 8
SS 5X 5X H 26 C
1'-23/8
(4) 3/4" X 8" A490 ANCHOR BOLT 6" MIN EMBEDMENT VERIFY
20
11/2
13'-19/16
M22 PL3/4"X14 X 1'-2 BASE PLATE
3/ 8
SS 5X 5X
SS 5X 5X
H
13'-19/16
17 16.8
42
39 C
44'-21/2
M2 FL3/4"X12
32'-111/16
H
58'-41/2 13'-19/16
LEVEL1
3/ 8
SS 5X 5X
SS 5X 5X H
H
16'-21/8
CONSTRUCTION JOINT
38
C
H
31
26 C
A-A
SS 5X 5X
M2 FL3/4"X12
16 3/ 8
30'-25/8
M2 FL3/4"X12
M2 FL3/4"X12
C
M2 FL3/4"X12
16
(4) 3/4" X 8" A490 ANCHOR BOLT 6" MIN EMBEDMENT VERIFY
3/ 8
3/ 8
SS 5X 5X
33'-11/4
M2 FL3/4"X12
41
H
15
C 5X 5X 3/ 8 SS
5X 5X 3/ 8
H 30 C
SS
SS
52
H
H
C
22 C
SS H 24
93/16
M2 FL3/4"X12
12.6
9'-95/8
5X 5X 3/ 8
SS
5X 5X 3/ 8
H 50
H C
C
49
107/16
48 C
44 C
AA.8
18'-111/2
AE
AF
AG
12'-315/16
AH
AI
AJ
AJ.5
AK AL
AM AN AO
AQ
13'-73/4
AU
AS
12'-37/8
AV
AX
AX.5
B3
12'-93/4
B4 B5
B6
B7
rth No
50 SS H 51
M2 FL3/4"X12
10.8
28'-33/8
AZ
11.2 11
B
D
F
C
M2 FL3/4"X12
M2 FL3/4"X12
C
C
51
34
H
H
SS
SS
6X 0. 2
6X 0. 2
50
50
7'-35/16
6X 0. 2
6X 0. 2 SS H 34 C M2 FL3/4"X12
12'-37/8
E
12
11'-101/2
50
22'-111/8
50 SS H C
C
3'-71/16
34
H 34
34 C
C
C
19'-113/4
M2 FL3/4"X12 13'-75/8
C
A
M2 FL3/4"X12
M2 FL3/4"X12
23
M2 FL3/4"X12
RD
EDGE OF CONCRETE
6X 0. 2
50 6X 0. 2
SS H
SS
6X 0. 2
50 6X 0. 2 SS H 34
M2 FL3/4"X12
C
M2 FL3/4"X12
H
F.F.EL 937.80'
21'-1113/16
8'-109/16
21'-215/16 50
8'-13/8
7'-35/16
SS
5X 5X 3/ 8 H
SS
5X 5X 3/ 8 SS H
H 40
C
107/16
3'-85/8 7X 0. 2 SS
M2 FL3/4"X12
M2 FL3/4"X12
50
50 7X 0. 2 SS H
M2 FL3/4"X12
19'-113/16
M2 FL3/4"X12
M22 PL3/4"X14
18
45'-8
C
C
33
29
H
H
SS
SS
H 16 C
M2 FL3/4"X12
DET. C
67'-713/16
5X 5X 3/ 8
88'-103/4
SS
97'-01/8
5X 5X 3/ 8
115'-53/4
5X 5X 3/ 8
5X 5X 3/ 8
42'-015/16 135'-51/2
12'-713/16
AA
12.8
77/16
M22 PL3/4"X14
10.8
13
12.7
F.F.EL 939.40'
M2 FL3/4"X12
51'-13/16
11.2 11
7'-53/8
M2 FL3/4"X12
M2 FL3/4"X12
12
5X 5X 3/ 8
5X 5X 3/ 8
C 5X 5X 3/ 8
M2 FL3/4"X12
SS
148'-15/16
1'-23/8
C
13'-6
H 17 C M21 FL3/4"X10
DET. B
18'-97/8
5X 5X 3/ 8
C
19
3- 1 /2 X 3- 1 /2 X SS
12.7
DET. A
M2 FL3/4"X12
SS
1/ 4
103'-711/16
12.8
C
90'-117/8
H
13
21
615/16
25
H
H
SS
SS
5X 5X 3/ 8
25'-45/16
M2 FL3/4"X12
2 6 VERIFY
C
22
M2 FL3/4"X12
72'-41/8 52'-05/8
15
C24 HSS5X5X3/8
M2 FL3/4"X12
44'-03/8
3/ 8
SS 5X 5X
C
M2 FL3/4"X12
M2 FL3/4"X12
DETAIL C
18 17.1
H
47'-101/16
17.1 17 16.8
3/ 8
C
27
18
12.6
25 H
SS 5X 5X H 43 C
56'-0
34'-71/4
21
3/ 8
58'-41/2
11.2
EDGE OF CONCRETE
H
76'-25/16
M2 FL3/4"X12
35
M2 FL3/4"X12
11/2
11
22
SS 5X 5X
M2 FL3/4"X12
M2 FL3/4"X12
55'-61/8
20
M2 FL3/4"X12
C
C
20
21
H
H
C
28
SS 5X 5X
H
SS 5X 5X
22
11/2
3/ 8
5/ 16
SS 5X 5X
3/ 8
.
3/ 8
EDGE OF CONCRETE
SS 7X 0.
15'-17/8
CONSTRUCTION JOINT
AA.8
KEY MAP
B8
AT A REV
For Approval
07/15/2016
DESCRIPTION
DATE
N
F.F.EL + 0'-0
h ort
AREA A BASE PLATE LAYOUT
TOWER STEEL SERVICES INC.
Tekla Structures
NOTES: * VERIFY ALL CONNECTIONS * VERIFY ALL DIMENSIONS * ALL DIMENSIONS WILL BE FIELD VERIFIED PRIOR TO FABRICATION * ALL MATERIAL WILL RECIEVE ONE SHOP COAT OF RED OXIDE PRIMER FINSIHED COAT BY OTHERS * HSS7X.250 AND HSS6X.250 MAY NOT BE READILY AVAILABLE CAN YOU PLEASE PROVIDE AN ALTERNATE REFERENCE S0-5 S1-1A S2-3 SS-3A S2-4 SD5-1
ALLIANCE RESIDENTIAL KELLY GROSSMAN ARCHITECTS STERLING ENGINEERING
14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION BASE PLATE LAYOUT @ AREA F CLUBHOUSE LEASING PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DRG No. DATE DRAWN 04/11/2016 1964 EB1
3.2
3
3.7
4
38'-11/2 81/8
30'-95/8
6'-73/4
M2 FL3/4"X12
C
C
5
5
H
SS
5'-5
6X
6X 3/ 8 6X H
SS
4'-11/8
AS1
A
M2 FL3/4"X12
H M2 FL3/4"X12
DET. A
8 VERIFY
C
C
13
14
H
5'-43/8
SS 6X 6X 3/ 8
SS 6X 6X 3/ 8
C
M2 FL3/4"X12
AS3
C
6
M2 FL3/4"X12
6
H
H
SS 6X 6X 3/ 8
SS 6X 6X 3/ 8
22'-5
17'-01/4
27'-91/2
M2 FL3/4"X12
26'-53/4
AS2
6X 3/ 8
EDGE OF CONCRETE
30'-91/2 VERIFY
h ort
BASE PLATE LAYOUT @ NORTH GARAGE ENTRY N
F.F.EL.=+0'-0
38'-11/2 65/8
30'-65/8
6'-73/4
3
11/2
4
1'-0
B.9
3.6
3.1
3
3/ 8
M2 FL3/4"X12
3/ 8
SS 6X 6X
SS 6X 6X
H
H
C
M2 FL3/4"X12
6
6 C
5'-6
33'-111/2
CS2
3/ 8
CS1
C
13 C
M2 FL3/4"X12
14
H
H
SS 6X 6X
SS 6X 6X
3/ 8
10'-63/8
C
SS
6X 6X 3/ 8
26'-21/2
20'-81/2
C M2 FL3/4"X12
M2 FL3/4"X12
DET. A
3'-91/2
CS3
NOTES: * VERIFY ALL CONNECTIONS * VERIFY ALL DIMENSIONS * ALL DIMENSIONS WILL BE FIELD VERIFIED PRIOR TO FABRICATION * SEE EB1 FOR EMBED DETAILS * ALL MATERIAL WILL RECIEVE ONE SHOP COAT OF RED OXIDE PRIMER FINISHED COAT BY OTHERS
C
5
53
H
H
SS
6X 6X 3/ 8
16'-111/8
M2 FL3/4"X12
EB1
* STRUCTURAL AND GARAGE STRUCTURAL SHOW DIFFERENT COLUMN SIZES PLEASE VERIFY WHICH IS CORRECT REFERENCE S0-5 S1-1A S2-3 SS-3A S2-4 SD5-1
EDGE OF CONCRETE
N
F.F.EL=+0'-0
h ort
BASE PLATE LAYOUT @ SOUTH GARAGE ENTRY
C
E
No
rth
A
B
D
F
KEY MAP
A REV
For Approval
07/15/2016
DESCRIPTION
DATE
Tekla Structures
TOWER STEEL SERVICES INC.
ALLIANCE RESIDENTIAL KELLY GROSSMAN ARCHITECT STERLING ENGINEERING
14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION BASE PLATE LAYOUT @ AREA C,D GARAGE ENTRY PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DRG No. DATE DRAWN 04/11/2016 1964 EB2
AM AN
AL
50
AO
AU
AT
AQ
AW.2 AX
AW AV
AS
+11'-63/4
AL
B81 W16X31
24
+11'-63/4
1/4
LEVEL2
B86 W16X36
5X SS H 47 C
5X SS H 37 C
5X 3/ 8
@ 24" STAGGERED BOLTS BY OTHERS
B74 W16X26
5X 3/ 8
9/16 HOLES ON BEAM FLANGE
+11'-63/4
9/16 HOLE @ 24" STAGGERED
BOLTS BY OTHERS
9/16 HOLES ON BEAM FLANGE
11/2
SS 5X 5X 3/ 8
@ 24" STAGGERED BOLTS BY OTHERS
9/16 HOLES ON BEAM FLANGE
A-A
@ 24" STAGGERED BOLTS BY OTHERS
AE
AF
AH
AG
AI
AJ
AK
@ 24" STAGGERED BOLTS BY OTHERS
9/16 HOLES ON BEAM FLANGE
@ 24" STAGGERED BOLTS BY OTHERS
@ 12" STAGGERED BOLTS BY OTHERS
B
13/4
BOLTS BY OTHERS
B-B
SS 5X 5X
3/ 8
H
SS 5X 5X
26
H
C
43
3/ 8
3/ 8
C
42
H
SS 5X 5X H 39
B76 W18X50
@ 12" STAGGERED BOLTS BY OTHERS
C
27
9/16 HOLE @ 12" STAGGERED
B8
B7
3/ 8
3/ 8
SS 5X 5X H 35
+11'-63/4
+11'-63/4
9/16 HOLES
C
B6
SS 5X 5X
SS 5X 5X
DET. B +11'-63/4
+11'-63/4
H
CONSTRUCTION JOINT
E3
B62 W16X26
B59 W14X30
B4
B79 W18X35
+11'-63/4
9/16 HOLES
B
B68 W16X77
3/ 8
B63 W16X26
3/ 8
C
22
H
SS 5X 5X
18 17.1 17 16.8
+11'-63/4
B3
+11'-51/4
B69 W16X31
+11'-63/4
@ 12" STAGGERED BOLTS BY OTHERS
C
C
20 C
20
MC
B66 W16X31
9/16 HOLES
B82 W18X35 (CANT.)
H
+11'-63/4
28
H
21
+11'-63/4
C
SS 5X 5X
3/ 8
5/ 16
SS 5X 5X
22
AZ
1'-0
+11'-63/4
1'-7
B70 W16X31 (CANT.)
+11'-83/4
.
1'-0
B5
AX.5
9/16 HOLES ON BEAM FLANGE
AJ.5
3
H C
46
A
3
AA.8
LEVEL2
B85 W16X26
AA
22.5
B73 W18X35
A
1'-0
1'-0
23
SS 5X 5X 3/ 8
1'-0
C
36
H
4X30 16X40
11/2
3/ 8
SS 5X 5X H
H
41
38
C
C
E3
25
H
PL 3/8" STIFFENER @ 48" O.C
5X 5X 3/ 8
X3 /8 5X 5
SS
SS
H 30 C
H 24 C
SS
SS
E3
52
H
H
C
C
C
22
19
3- 1 /2 X
+11'-63/4
B94 W14X90
5X 5X 3/ 8 SS H C
C
C
50
49
48
H
H
SS
SS
5X 5X 3/ 8
5X 5X 3/ 8
5X 5X 3/ 8 SS 44 C
+11'-51/4
B90 W18X40
E
rth
B91 W14X53 (CANT.)
@ 12" STAGGERED BOLTS BY OTHERS
+11'-51/4
9/16 HOLES
@ 12" STAGGERED BOLTS BY OTHERS
111/4
3'-31/2
1'-0
9/16 HOLES
C
A
1'-0
B89 W12X35 (CANT.)
B84 W12X35 (CANT.)
@ 12" STAGGERED BOLTS BY OTHERS
1'-0
9/16 HOLES
+11'-51/4
1'-0
1'-0
+11'-63/4
B
D
F
23
@ 12" STAGGERED BOLTS BY OTHERS
22'-111/8
REFERENCE S2-5 SD2-1 SD2-2 SD2-3 SD5-1
B88 W16X40 (CONT.)
+11'-51/4
+11'-51/4
1'-0
9/16 HOLES
H
5X 5X 3/ 8
+11'-51/4
3'-71/16
B83 W16X40
B72 W12X35 (CANT.)
B65 W16X26
B77 W12X35 CANT.
+11'-63/4
21'-1113/16
40 C
33 C
H
SS H
SS
5X 5X 3/ 8
SS H
H
H 18
6X 0. 2
50
KEY MAP
SS
50 SS
H
51
H
17'-01/2 51 C
C
2ND FLOOR STRUCTURAL STEEL @ CLUBHOUSE
A h ort
REV
N
F.F.EL = + 11'-81/2 T.O.STEEL =+ 11'-51/4 (U.N.O)
+11'-51/4
C
H
24'-33/8
B92 W14X53 (CANT.)
34
34
6X 0. 2
50 6X 0. 2
14'-15/16
H
SS
+11'-51/4 SS
50 6X 0. 2
50 6X 0. 2 SS
11'-813/16 C
H 34 C
13'-97/8
H
SS
+11'-51/4
B87 W12X35 CANT.
34
6X 0. 2
50
50 6X 0. 2
12'-25/8
H
SS
13'-613/16 34
H 34 C
+11'-51/4
C
50 6X 0. 2
18'-55/8
SS
19'-113/4
B80 W12X35 CANT.
B67 W12X35 (CANT.)
C
C
C
12'-713/16
B75 W16X40
+11'-51/4
SS
SS
7X 0. 2
50
E3
B60 W16X40
21'-215/16
B72 W12X35 (CANT.)
3'-91/2
50
DET. E 7X 0. 2
29 C
E3
+11'-63/4
B64 W12X35 (CANT.)
DET. F
+11'-63/4 B56 W18X50
E3
11.2 11
18'-55/8
1'-0
21'-0
DET. C
19'-113/4
8'-13/8
4'-11/16
5X 5X 3/ 8 SS H 16 C
12'-713/16
3'-213/16
12'-2
+11'-51/4
B55 W18X35 (CANT.)
+11'-63/4
5X 5X 3/ 8
B57 W14X30 (CANT.)
C
12.6 B54 W16X26 (CANT.)
B93 W14X30
+11'-63/4
NOTES: * VERIFY ALL DIMENSIONS * VERIFY ALL CONNECTIONS * ALL DIMENSIONS WILL BE FIELD VERIFIED PRIOR TO FABRICATION * SEE E3 FOR CONNECTIONS DETAILS * VERIFY ALL T.O.STEEL ELEVATION
No
17
H
SS
12.7
5X 5X 3/ 8
5X 5X 3/ 8
DET. D
SS
5X 5X 3/ 8
B61 W18X50
H
1/ 4
+11'-63/4
3- 1 /2 X
12.8
10.8
DET. A
C
PL 3/8" STIFFENER @ 48" O.C
C
PL 3/8" STIFFENER @ 48" O.C
B58 W14X22
13
12
B78 W18X35
SS 5X 5X
3/ 8
SS 5X 5X 21
H
+11'-51/4
15
SS 5X 5X
3/ 8
SS 5X 5X H 31 B71 W18X50
3/ 8
16
C
C
26
H
SS 5X 5X
3/ 8
3/ 8
+11'-63/4
For Approval
07/15/2016
DESCRIPTION
DATE
Tekla Structures
TOWER STEEL SERVICES INC.
ALLIANCE RESIDENTIAL KELLY GROSSMAN ARCHITECT STERLING ENGINEERING
14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION 2ND FLOOR STEEL STRUCTURE @ CLUBHOUSE LEASING PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DRG No. DATE DRAWN 05/02/2016 1964 E1
4
38'-11/2
38'-11/2
3.7
3.2
3
6'-73/4
81/8
30'-95/8
6X 3/ 8
6X
6X 3/ 8
+23'-1
SS H
5
4'-11/8
4'-75/8
H
SS
6X
AS1
C
C
5
H
SS
6X
6X 3/ 8
4'-11/8
AS2
6'-73/4
+23'-1
B11 W24X94
5
AS1
4
5
30'-95/8
C
81/8
5
3.7
4'-75/8
3.2
3
B52 W18X71
17'-01/4
+23'-1
3/ 8
15
3/ 8
SS 6X 6X
SS 6X 6X
5'-43/8
3/ 8
SS 6X 6X
H C
C
13
+23'-1
14
H C
A
C
AS3
14
SS 6X 6X H 13 C
+11'-51/4
B12 W16X45
5'-7
+23'-1
B14 W24X94 (CANT.)
3/ 8
5'-43/8
6'-0
H
30'-95/8
6'-8
H
H 12
30'-95/8
6'-9 B50 W16X45 (CANT.)
SS 6X 6X 3/ 8
B95 W24X94 (CANT.)
AS3
C
C
C
+11'-51/4
SS 6X 6X 3/ 8
B6 W24X94 (CANT.)
SS SS 6X 6X 6X 6X 3/ 3/ 8 8 H
15
12
H
C
6
H
H SS SS 6X 6X 6X 6X 3/ 3/ 8 8
6 C
17'-01/4
+23'-1 26'-53/4
26'-53/4
C
5
H
SS 6X 6X 3/ 8
AS2
B13 W16X77
No
3RD FLOOR STRUCTURAL STEEL @ NORTH GARAGE ENTRANCE
rth
T.O.STEEL= + 11'-51/4 (U.N.O)
No
2ND FLOOR STRUCTURAL STEEL @ NORTH GARAGE ENTRANCE
rth
A
3/ 8
SS 6X 6X H
13
14 C
SS 6X 6X H
CS1
22'-51/8 16'-111/8
16'-111/8
3/ 8
SS 6X 6X H
5'-8 B53 W24X94 (CANT.)
C
12
30'-81/8
6'-0
22'-51/8
+23'-1
C
C
12
H
SS 6X 6X
5'-6
6
H
CS2 7'-3
30'-81/8
7'-2
B9 W24X94 (CANT.)
B5 W24X94 (CANT.)
12 C
+11'-51/4 B49 W16X45 (CANT.)
CS2
SS SS 6X 6X 6X 6X 3/ 3/ 8 8
H
S SS S6 6X X6X 3/ 6X 8 3/ 8
C
12
H
C
6
H
5'-6
3/ 8
C
B8 W16X45
CS1
B10 W16X77
14
C
13
H
+11'-51/4
+23'-1
C
3/ 8
SS 6X 6X
3/ 8
H
SS 6X 6X
3/ 8
T.O.STEEL =+ 23'-1" (U.N.O)
+23'-1
+23'-1
SS
rth
6X 6X 3/ 8
6X 6X 3/ 8 SS H
No
H 53 C
6X 6X 3/ 8 H 53
B
3'-67/8
C
30'-81/8
B7 W24X94
6'-103/4
E
F D
+23'-1 KEY MAP
5
65/8
C
5
+23'-1 B51 W18X71
CS3
SS
6X 6X 3/ 8 SS H 5 C
CS3
C
A
3
3.1
3.6
T.O.STEEL= + 11'-51/4 (U.N.O)
No
2ND FLOOR STRUCTURAL STEEL @ SOUTH GARAGE ENTRANCE
rth
38'-11/2
65/8
4 3
30'-81/8
6'-103/4
3.6
3.1
NOTES: * VERIFY ALL CONNECTIONS * VERIFY ALL DIMENSIONS * ALL DIMENSIONS WILL BE FIELD VERIFIED PRIOR TO FABRICATIONS * VERIFY ALL T.O.STEEL
4
REFERENCE S2-7 SD2-1 SD2-2 SD2-3 SD5-1
T.O.STEEL =+ 23'-1" (U.N.O)
No
3RD FLOOR STRUCTURAL STEEL @ SOUTH GARAGE ENTRANCE
rth
38'-11/2
A REV
For Approval
07/15/2016
DESCRIPTION
DATE
Tekla Structures
TOWER STEEL SERVICES INC. ALLIANCE RESIDENTIAL KELLY GROSSMAN ARCHITECT STERLING ENGINEERING
14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION GARAGE ENTRANCE PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DATE DRAWN 05/02/2016 1964
DRG No.
E2
3/ 8
5X 5X SS 24
H
E
C
D
C DETAIL C
A
B57 W14X30
DETAIL D
B
10
B60 W16X40
F
F DETAIL F
E
C
23
DETAIL A
D
11/2
C
SS 7X 0. 25 0
A
B69 W16X31
B78 W18X35
B56 W18X50
H
B71 W18X50
B56 W18X50
B57 W14X30
B55 W18X35
SS C
38
H
B66 W16X31
21/2
11/2
3
B57 W14X30
21/2
B61 W18X50
5X
5X 3/ 8
B70 W16X31
B
DETAIL B DETAIL E
B57 W14X30
3/4" A325N BOLTS
3/4" A325N BOLTS
3/4" A325N BOLTS
@ 3" O.C.
@ 3" O.C.
PL 3/8" STIFFENER
C38 HSS5X5X3/8
@ 48" O.C
PL 3/8" STIFFENER B70 W16X31
LEVEL2
+11'-63/4 B57 W14X30
@ 3" O.C. PL 3/8" STIFFENER
PL 3/8" CONNECTION PLATE 3/4" A325N BOLTS
@ 3" O.C.
B-B
C-C
B57 W14X30 B60 W16X40
B56 W18X50
PL 3/8" STIFFENER (2) L4"X31/2X3/8" BOTH SIDES PL 3/4" CAP
(4) 3/4" A325N BOLTS
3/4" A325N BOLTS
@ 3" O.C.
PL 3/8" KNIFE PLATE
MOMENT CONNECTION
LEVEL2
+11'-63/4
C23 HSS7X0.250
(2) L4"X31/2X3/8"
PL 3/8" CONNECTION PLATE
C24 HSS5X5X3/8
PL 1/4"X 1" BACKING PLATE PL 3/8" KNIFE PLATE
B61 W18X50
13/4
LEVEL2
+11'-63/4
3
B56 W18X50
+11'-81/2
+11'-81/2
PL 3/8" CAP
13/4
B55 W18X35
13/4
+11'-81/2
3
13/4
B69 W16X31
+11'-81/2
3
B78 W18X35
LEVEL2 3
31/4
B71 W18X50
LEVEL2
+11'-63/4
3
LEVEL2
+11'-51/4
PL 3/8" CAP
+11'-81/2 +11'-63/4
13/4
B66 W16X31
+11'-81/2
D-D
F-F A-A
E-E
NOTES: * VERIFY ALL DIMENSIONS * VERIFY ALL CONNECTIONS * ALL DIMENSIONS WILL BE FIELD VERIFIED PRIOR TO FABRICATION REFERENCE S2-5 SD2-1 SD2-2 SD2-3 SD5-1
A REV
For Approval
07/15/2016
DESCRIPTION
DATE
Tekla Structures
TOWER STEEL SERVICES INC.
ALLIANCE RESIDENTIAL KELLY GROSSMAN ARCHITECT STERLING ENGINEERING
14608 UNION STREET TOMBALL, TX 77375 DESCRIPTION STEEL DETAILS PROJECT NAME BROADSTONE MEDICAL CENTER DRAWN BY S.T.S CHKD BY: J.M.A JOB No. DATE DRAWN 05/18/2016 1964
DRG No.
E3
