RFI 64 - Steel Framing Clarification for Wing F.pdf
8
9
12
13
14
15
16
17
18
19
20
Texas
6
22
8X 11 .5 C
Dallas
C C 8X 11 .5
15 SS301
3/ 8
14 SS301
H
SS 4
x
4
x
Confirm marked dimension
B
C 8X 11 .5
C
8X 11 .5
C
8X 11 .5
D
C 8X 11 .5
C 8X 11 .5
C
8X 11 .5
Edgemere
WING E - SS221 WING F - SS231
Repositioning & Expansion
4.9
7-1
4' - 0"
5-910' - 4" 3' - 6"
6 SS231
P1
P1
97' - 4"
97' - 4"
P1
6"
#4(7-0) @ 12 TOP
97' - 4"
P1
3/ 8
12 SS301
x
1 SS302
4
97' - 4"
x
P1
13 SS301
H
P1
P1
x SS 4
7' - 8"
97' - 4" 6"
3/ 8 x 4 x SS 4 H
P1 97' - 4"
6"
6"
LEVEL 1 100' - 0"
x
8"
LEVEL 1 100' - 0"
8"
LEVEL 1 100' - 0"
3/ 8
16' - 3"
43' - 8"
SS 4
x
#4(2-0/3-0) + #4 CONT
4
97' - 4"
D4 @ 12 + #4 CONT
x
P1
97' - 4"
L.B. CFMF WALL
D
SS 4
P1
- SEE PLAN
L.B. CFMF WALL
12' - 7 3/4"
12' - 7 3/4"
9' - 7 1/4"
P1
97' - 4"
13' - 1"
97' - 4"
P1 97' - 4"
P1
P1
97' - 4"
97' - 4"
#4(10-0) @ 12 TOP, TYP UNO
6"
13' - 5"
6" 1' - 8 1/4"
E
2' - 0"
6"
P4
2' - 0"
8"
C 12' - 11"
15' - 0"
H
5 SS231
7' - 10"
97' - 4"
2 #6(4-0) T&B DRILL & EPOXY 8" INTO EXIST BM
97' - 4"
H
#4(20-0) @ 12 TOP
P1
P1
1/8" = 1'-0"
4
8' - 5"
97' - 4"
x
P1
3/ 8
7' - 0"
#4(10-0) @ 12 TOP
97' - 4"
9' - 10"
41' - 3"
97' - 4"
#4(7-0) @ 12 TOP
P1
BOT REINF
2 #8 T&B 3 #8 BOT @ SIM #3 ST @ 10
2 #8 T&B #3 ST @ 10
4 SS231
97' - 4"
6
6"
P1
P1
97' - 4" 3' - 6" 4' - 0"
15' - 8"
B
E 1' - 0"
BUSH HAMMER SURFACE TO 1/4" AMPITUDE @ INTERFACE
9' - 8"
97' - 4"
P1
A
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAILS ARE THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL NOT BE COPIED IN ANY FORM OR MANNER WITHOUT WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
6"
P1
E
8" VOID
EXIST GR BM 15' - 5"
SS231
FOUNDATION & GROUND FLOOR PLAN - WING E & F
7' - 8"
P1
Please confirm for all typical column connection with existing slab1.connection of column base plate of size 1/2"x10"x10" willFLOOR be acceptable. FOUNDATION & GROUND PLAN - WING E & F 1 2.The bottom of base plate=100-0 (Top of existing slab). 6" SLAB-ON-VOID #4 @ 12 BOT, #4 @ 12 TEMP 3.The connection of column with existing slab w/ (4) 3/4" dia expansion anchors (6" TOP REINF AS SHOWN ON PLAN embedment) TOP REINF 13' - 6"
H
15' - 5"
6' - 7"
4
x
3/ 8
#4(10-0) @ 12 TOP OVER INTERIOR BMS, UNO
6"
97' - 4"
9/17/2015 3:44:30 PM
16 SS301
SS 4
P1 97' - 4"
97' - 4" 10' - 3" 6"
#4(7-0) @ 12 TOP
15' - 0"
15' - 4"
15' - 4"
4' - 0"
12' - 6"
A
3/4" = 1'-0"
EXIST PIER
1' - 0"
F
5
4
3/4" = 1'-0"
3/4" = 1'-0"
NORTH
TYPICAL GRADE BEAM
11 SEPTEMBER 2015 PROJECT
KEY PLAN
143601 SHEET NO.
24' - 0" 50' - 8"
LAFP DATE
97' - 4" 3' - 6"
22' - 8"
DRAWN BY
14291
SS231
SKILLED NURSING
8
9
12
13
14
15
16
17
18
19
20
Texas
6
22
C10x30
C10x30
C10x30
Please confirm top of steel Elevation=110-11 (Typical for all beams and column on this plan)
8X 11 .5
Please confirm the connection of W8x10 with (2)L3x3x5/16 angle (shop welded to W8 and field welded EXIST HSS6X6X 1/4 COL to HSS6x6x1/4
C 8X 11 .5
C
8X 11 .5
C
Dallas
D
C10x30
C 8X 11 .5
C
8X 11 .5
Edgemere
WING E - SS222 WING F - SS232
Repositioning & Expansion
4.9
NEW COL INSIDE EXIST STAIR WALL
C 8X 11 .5
C
B
NEW DOOR OPNG IN EXIST TUNNEL FORM WALL
A W8x10
DWL TO EXIST SLAB EDGE
C 8X 11 .5
C
8X 11 .5
W8x10
W8x10
W8x10
SS302
SS301
SS301
SS301
SS301
16 SS301
W10x17
CONN TO EXIST Please confirm all beam to WALL beam and beam to column connection as shear tab connection will be acceptable TYPE A COMPOSITE FLOOR for all framing SYSTEM ON LOAD-BRG MTL
Please confirm W8x10 beam connection with wall by(2) L4x4x5/16 (Shop welded to W8) with (4) 3/4" dia expansion anchors (3 1/4"13 embedment) 1 12 14 15
SS232
1
SECOND FLOOR FRAMING PLAN - WING E & F
W10x17
1/8" = 1'-0"
W10x17
SECOND FLOOR FRAMING PLAN - WING E & F
W10x17
STUD WALLS. REF GEN NOTES
D
Please confirm top of steel Elevation=110-11 (Typical for all beams and column on this plan)
E C E
A
B THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAILS ARE THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL NOT BE COPIED IN ANY FORM OR MANNER WITHOUT WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
E F
NORTH
DRAWN BY
LAFP
9/17/2015 3:44:30 PM
DATE
11 SEPTEMBER 2015 PROJECT
KEY PLAN
143601 SHEET NO.
14291
SS232
SKILLED NURSING
9
12
13
14
15
16
17
18
19
20
Texas
6
22
8X 11 .5 C
Dallas
C C 8X 11 .5
15 SS301
3/ 8
14 SS301
H
SS 4
x
4
x
Confirm marked dimension
B
C 8X 11 .5
C
8X 11 .5
C
8X 11 .5
D
C 8X 11 .5
C 8X 11 .5
C
8X 11 .5
Edgemere
WING E - SS221 WING F - SS231
Repositioning & Expansion
4.9
7-1
4' - 0"
5-910' - 4" 3' - 6"
6 SS231
P1
P1
97' - 4"
97' - 4"
P1
6"
#4(7-0) @ 12 TOP
97' - 4"
P1
3/ 8
12 SS301
x
1 SS302
4
97' - 4"
x
P1
13 SS301
H
P1
P1
x SS 4
7' - 8"
97' - 4" 6"
3/ 8 x 4 x SS 4 H
P1 97' - 4"
6"
6"
LEVEL 1 100' - 0"
x
8"
LEVEL 1 100' - 0"
8"
LEVEL 1 100' - 0"
3/ 8
16' - 3"
43' - 8"
SS 4
x
#4(2-0/3-0) + #4 CONT
4
97' - 4"
D4 @ 12 + #4 CONT
x
P1
97' - 4"
L.B. CFMF WALL
D
SS 4
P1
- SEE PLAN
L.B. CFMF WALL
12' - 7 3/4"
12' - 7 3/4"
9' - 7 1/4"
P1
97' - 4"
13' - 1"
97' - 4"
P1 97' - 4"
P1
P1
97' - 4"
97' - 4"
#4(10-0) @ 12 TOP, TYP UNO
6"
13' - 5"
6" 1' - 8 1/4"
E
2' - 0"
6"
P4
2' - 0"
8"
C 12' - 11"
15' - 0"
H
5 SS231
7' - 10"
97' - 4"
2 #6(4-0) T&B DRILL & EPOXY 8" INTO EXIST BM
97' - 4"
H
#4(20-0) @ 12 TOP
P1
P1
1/8" = 1'-0"
4
8' - 5"
97' - 4"
x
P1
3/ 8
7' - 0"
#4(10-0) @ 12 TOP
97' - 4"
9' - 10"
41' - 3"
97' - 4"
#4(7-0) @ 12 TOP
P1
BOT REINF
2 #8 T&B 3 #8 BOT @ SIM #3 ST @ 10
2 #8 T&B #3 ST @ 10
4 SS231
97' - 4"
6
6"
P1
P1
97' - 4" 3' - 6" 4' - 0"
15' - 8"
B
E 1' - 0"
BUSH HAMMER SURFACE TO 1/4" AMPITUDE @ INTERFACE
9' - 8"
97' - 4"
P1
A
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAILS ARE THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL NOT BE COPIED IN ANY FORM OR MANNER WITHOUT WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
6"
P1
E
8" VOID
EXIST GR BM 15' - 5"
SS231
FOUNDATION & GROUND FLOOR PLAN - WING E & F
7' - 8"
P1
Please confirm for all typical column connection with existing slab1.connection of column base plate of size 1/2"x10"x10" willFLOOR be acceptable. FOUNDATION & GROUND PLAN - WING E & F 1 2.The bottom of base plate=100-0 (Top of existing slab). 6" SLAB-ON-VOID #4 @ 12 BOT, #4 @ 12 TEMP 3.The connection of column with existing slab w/ (4) 3/4" dia expansion anchors (6" TOP REINF AS SHOWN ON PLAN embedment) TOP REINF 13' - 6"
H
15' - 5"
6' - 7"
4
x
3/ 8
#4(10-0) @ 12 TOP OVER INTERIOR BMS, UNO
6"
97' - 4"
9/17/2015 3:44:30 PM
16 SS301
SS 4
P1 97' - 4"
97' - 4" 10' - 3" 6"
#4(7-0) @ 12 TOP
15' - 0"
15' - 4"
15' - 4"
4' - 0"
12' - 6"
A
3/4" = 1'-0"
EXIST PIER
1' - 0"
F
5
4
3/4" = 1'-0"
3/4" = 1'-0"
NORTH
TYPICAL GRADE BEAM
11 SEPTEMBER 2015 PROJECT
KEY PLAN
143601 SHEET NO.
24' - 0" 50' - 8"
LAFP DATE
97' - 4" 3' - 6"
22' - 8"
DRAWN BY
14291
SS231
SKILLED NURSING
8
9
12
13
14
15
16
17
18
19
20
Texas
6
22
C10x30
C10x30
C10x30
Please confirm top of steel Elevation=110-11 (Typical for all beams and column on this plan)
8X 11 .5
Please confirm the connection of W8x10 with (2)L3x3x5/16 angle (shop welded to W8 and field welded EXIST HSS6X6X 1/4 COL to HSS6x6x1/4
C 8X 11 .5
C
8X 11 .5
C
Dallas
D
C10x30
C 8X 11 .5
C
8X 11 .5
Edgemere
WING E - SS222 WING F - SS232
Repositioning & Expansion
4.9
NEW COL INSIDE EXIST STAIR WALL
C 8X 11 .5
C
B
NEW DOOR OPNG IN EXIST TUNNEL FORM WALL
A W8x10
DWL TO EXIST SLAB EDGE
C 8X 11 .5
C
8X 11 .5
W8x10
W8x10
W8x10
SS302
SS301
SS301
SS301
SS301
16 SS301
W10x17
CONN TO EXIST Please confirm all beam to WALL beam and beam to column connection as shear tab connection will be acceptable TYPE A COMPOSITE FLOOR for all framing SYSTEM ON LOAD-BRG MTL
Please confirm W8x10 beam connection with wall by(2) L4x4x5/16 (Shop welded to W8) with (4) 3/4" dia expansion anchors (3 1/4"13 embedment) 1 12 14 15
SS232
1
SECOND FLOOR FRAMING PLAN - WING E & F
W10x17
1/8" = 1'-0"
W10x17
SECOND FLOOR FRAMING PLAN - WING E & F
W10x17
STUD WALLS. REF GEN NOTES
D
Please confirm top of steel Elevation=110-11 (Typical for all beams and column on this plan)
E C E
A
B THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAILS ARE THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL NOT BE COPIED IN ANY FORM OR MANNER WITHOUT WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
E F
NORTH
DRAWN BY
LAFP
9/17/2015 3:44:30 PM
DATE
11 SEPTEMBER 2015 PROJECT
KEY PLAN
143601 SHEET NO.
14291
SS232
SKILLED NURSING
