36C25518R0298-008.pdf

1D

NOTES:

6" CONCRETE SLAB-ON-GRADE w/ 6X6-W2.4xW2.4 WWF CENTERED IN SLAB

ON 15 MIL VAPOR BARRIER ON 4" CLEAN GRAVEL FILL ON PROPERLY

COMPACTED SUBGRADE. T/CONC SLOPES, RE: CIVIL

TEAR OUT EXISTING CONCRETE AND REPLACE WITH 6" CONCRETE SLAB-

ON-GRADE w/ 6X6-W2.4xW2.4 WWF CENTERED IN SLAB ON 15 MIL VAPOR

BARRIER ON 4" CLEAN GRAVEL FILL ON PROPERLY COMPACTED

SUBGRADE. T/CONC TO MATCH EXISTING BLDG SLAB. DOWEL TO

PERIMETER w/#3's @ 18" OC w/ EPOXY.

MC12X14.3 MIN STAIR STRINGER/PLATFORM HEADERS, HSS6X3 MIN POSTS

IN WALL, AND BASE CONNECTIONS PER STAIR SUPPLIER. COORD

GEOMETRY w/ ARCH

4" CONCRETE SLAB-ON-GRADE w/ 6x6-W1.4xW1.4 WWF CENTERED IN SLAB

ON 15 MIL VAPOR BARRIER ON 4" CLEAN GRAVEL FILL ON PROPERLY

COMPACTED SUBGRADE. T/CONC = MATCH EXISTING. SLAB SLOPED TO

DRAIN, RE: ARCH.

600S162-54 @ 12" OC (MIN) w/ 5/8" APA RATED 24/16, EXTERIOR GRADE OSB SHEATHING, EXPOSURE 1 GRADE w/ #12 SCREWS @ 6" OC @ EDGES AND

12" OC IN THE FIELD. 5/8" INTERIOR GYPSUM SHEATING, RE: ARCH. ADD

ADD'L STUDS AS REQUIRED TO PROVIDE STUD ALIGNED WITH EACH

ROOF JOIST BEARING POINT ABOVE.

CANOPY FRAMING BID ITEM #2 DEDUCT

2 1/2" CONC ON 1.5 VL COMP 22 GA DECK WITH 6X6-W1.4XW1.4 WWF TOTAL

DEPTH = 4". T/CONC TO MATCH EXISTING.

2" CONC ON 0.6C24 DECK WITH 6X6-W1.4XW1.4 WWF. TOTAL DEPTH = 2

1/2". T/CONC TO MATCH EXISTING.

REF F1/S-002 FOR JAMB REINFORCEMENT AND LINTEL DESIGN.

REF F1/S-002 FOR JAM REINFORCEMENT. REF PLAN FOR LINTEL DESIGN

AT THIS LOCATION ONLY.

18" DIA CONC COL w/ 14" DIA INSETS PER ARCH. REINFORCE w/ 8#5 VERT w/ #3 TIES @ 6" OC, TYP. NEW CONC COLUMNS SHALL MATCH MATERIAL, TEXTURE, COLOR, AND REVEALS OF EXISTING COLUMN. T/CONC COL TO

MATCH EXISTING CONC COL.

16" DIA CONC COL w/ 8#5 VERT w/ #3 TIES @ 6" OC. NEW CONC COLUMNS

SHALL MATCH MATERIAL, TEXTURE, COLOR, AND REVEALS OF EXISTING

COLUMN.

RE: 4/S-502 FOR CANTILEVER KNEE WALL BRACING DETAIL WHERE

BRACING OF THE TOP OF THE WALL IS NOT PROVIDED. RE: ARCH FOR

LOCATIONS.

1E

W16

W16

W

W

W

W

W

20G 8N 12K 20G 8N 12K 20G 8N 12K

18K18K

8K

18 LH

18K

2 .

EXISTING COLUMNS,

VERIFY IN FIELD

2 .

S-500

S-500

. .4

. 5

S-500

S-500

S-500

.6

W16X45 (LOW)

W16X45 (LOW)

S-500

W14 W14

. 7

W4X13 TO ALIGN WITH JOISTS

S-500

EXIST

16" DIA

COL

7R

7R

6R

6R 11R

11R9R

10R

10R8R

1F

3'-8 3/4" PER 1995 SET

4' - 4 1/4"

19' - 9" 19' - 11 3/4" 20' - 10 1/4" 20' - 0"

QR

XXYY

TYP 6 PLACES

S-500

D

E

1.8

MR

PR

1.5 7'

2"

6'

2"

EL.-2' - 10"

F1

EL.-2' - 10"

F1

L

E X

IS

T

W

X

E X

IS

T

W

X

EL.-2' - 10"

EXISTING FOOTING ASSUMED

TYP 6 PLACES

/2

3 PLACES

TYP 3

SIDES

S-500

S-500

5 7

20' - 7" 12' - 4 1/2"

W14X22

1' - 0" 1' - 0"0' - 8" 0' - 8"

S-500

C8X11.5

C 8X

.5

C8X11.5

C 8X

.5

S-500

17°

' - 1

/8

15' - 0 1/4"

5' - 3 1/4"

D.4

9' - 6"

15' - 1"

S-500

18K

EVERY EXIST JOIST

HSS4X4X1/4 BTWN

9 .

10.

S-502

SIM

S-502

SIM

HSS4X4X1/4, TYP

S-500

EXISTING STRUCTURE

TYP

G

F

D

CBA

E

N o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

F

E

D

C

B

A

97 8654321

Drawing Title:

Scale:

Approved:

Building Number:

Location:

Project Title:

Checked By: Drawing No.

Project No.

Drawn By:

Date:

D e p a rt m e n t o f V e te ra n s A ff a ir s

Dwg. Of

BLDG. 1

ARCHITECTS/ENGINEERS:

VA EASTERN KANSAS

HEALTH CARE SYSTEM

Dwight D. Eisenhower VA Medical Center Leavenworth

Colmery-O'Neil VA Medical Center Topeka

Building Key Plan: A/E Seal

TOPEKA, KS

C:\Users\Joseph\Documents\Project Work_Revit\2015 082 VA Topeka Revit v2016_Joseph.rvt

1/8" = 1'-0"

1/19/2017 2:43:06 PM

S-100

LEVEL ONE FRAMING

AND FOUNDATION PLAN

#589A5-15-115

UPGRADE

EMERGENCY

DEPARTMENT

01/20/2017

1/8" = 1'-0"S-100

1 LEVEL ONE FRAMING AND FOUNDATION PLAN 4' 8' 16'

1/8" = 1'-0"

0'

NORTH

ALL DIMENSIONS AND ELEVATIONS ARE +/- AND SHALL BE FIELD

VERIFIED AND COORDINATED WITH THE EXISTING STRUCTURE. ANY

EXISTING STRUCTURAL MEMBERS AND GEOMETRYARE NOTES BASED

ON INFORMATION PROVIDED IN THE EXISTING STRUCTURAL DRAWINGS.

No. Description Date

NEW 6" 16 GA (MIN) COLD-FORMED STUDS @ 16"

OC w/ 5/8" EXTERIOR GYPBOARD SHEATHING &

INTERIOR GYPBOARD SHEATHING

W14X22

NOTES:

600S162-54 COLD-FORMED STUDS @ 16" OC MAX w/ 5/8" GYP SHEATHING BOTH SIDES. CONN SHEATHING PERPENDICULAR TO SUPPORTS w/ #8

SCREWS (MIN), 4" OC AT PANEL EDGES AND 12" OC AT INTERMEDIATE

FRAMING. TYP ALL ER ENTRY PARAPET WALLS AND STAIR ENCLOSURE.

1200S152-54 COLD-FORMED STUDS @ 16" OC MAX w/ 5/8" GYP SHEATHING BOTH SIDES. CONN SHEATHING PERPENDICULAR TO SUPPORTS w/ #8

SCREWS (MIN), 4" OC AT PANEL EDGES AND 12" OC AT INTERMEDIATE

FRAMING.

DEMO TOP OF EXISTING COL 1" BELOW TOP OF SLAB.

800S162-54 MIN LIGHT-GAGE METAL JOISTS @ 12" OC. PROVIDE BOTTOM

FLANGE LATERAL BRACING @ 3'-0" OC MAX. ANCHOR BRACE EACH END.

15/32" APA RATED 24/16 SHEATHING, PLYWOOD, EXTERIOR GRADE OVER

LIGHT-GAGE METAL JOISTS. CONN SHEATHING PERPENDICULAR TO

SUPPORTS w/ #8 SCREWS (MIN), 6" OC AT PANEL EDGES & 12" OC AT

INTERMEDIATE FRAMING. T/PLYWOOD RE: ARCH

LIGHT-GAGE BOX HEADER PER LIGHT-GAGE SHOP DRAWINGS.

EXTEND HSS4X4 CENTERED UNDER WALL TO BACK OF C12, FIELD WELD AT

CONN.

2 1/2" CONC ON 1.5 VL COMP 22 GA DECK WITH 6X6-W1.4XW1.4 WWF TOTAL

DEPTH = 4". T/CONC TO MATCH EXISTING.

MC12X14.3 MIN STAIR STRINGER/PLATFORM HEADERS, HSS6X3 MIN POSTS IN

WALL, AND BASE CONNECTIONS PER STAIR SUPPLIER. COORD GEOMETRY w/

ARCH

HSS4X4X1/4, TYP

RE: 4/S-502 FOR CANTILEVER KNEE WALL BRACING DETAIL WHERE BRACING

OF THE TOP OF THE WALL IS NOT PROVIDED. RE: ARCH FOR LOCATIONS.

W16

W

W

W

20G 8N 12K 20G 8N 12K 20G 8N 12K

EXIST 18K

EXIST 18K

8K

18 LH

S-300

45.

W16X45 (LOW)

W16X45 (LOW)GALV HSS6X2X1/4

EXIST

16" DIA

COL

7R

6R

6R

11R9R 10R8R

1F

QR

XXYY

D

E

1.8

EXIST

16" DIA

COL

EXIST

16" DIA

COL

EXIST

16" DIA

COL

EXIST

16" DIA

COL

EXIST

W8X35

EXIST

W8X58

MR

/2

EXIST

W8X24

PR

EXIST

W14X90

EXIST

W14X90

EXIST

W14X90

EXIST

W14X90

EXIST

W14X74

EXIST

W14X90

EXIST

W14X90

EXIST

W14X90

EXIST

W18X55

EXIST

W18X55

E X

IS

T

W 12X

EXIST

W

18X40

EXIST

W12X65

CANT

1.5

K

K

8K

8K

GALV

HSS6X2X1/4

GALV

HSS6X2X1/4

19' - 9" 19' - 11 3/4" 20' - 10 1/4" 20' - 0"

L

E X

IS

T

W

X

E X

IS

T

W

X

EXIST

W16X40

2' - 9 1/2" 2' - 9 1/2"

5 @ 2'-6" OC 1' - 10 3/4"

4 @ 2'-4 1/4" 4 @ 2'-4 3/8" 1' - 11 1/2"

E X

IS

T

W

X

E X

IS

T

W

X

S-502

HSS4X4X1/4 BETWEEN EVERY EXISTING JOIST

C8X11.5

C 8X

.5 C8X11.5

C 8X

.5

S-500

S-201

S-502

2' - 3" 15' - 0" 2' - 6"

S-503

S-501

C

X

C

X

C12X30

C12X30

S-201

RE: 1/S-201 FOR BID

ITEM #2 (DEDUCT)

7'

2"

6'

2"

D.4

9' - 6"

15' - 1"

S-503 1.

EXIST

W18X55

S-502

S-300

9 9

TYP

S-500

SIM

G

F

D

CBA

E

N o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

F

E

D

C

B

A

97 8654321

Drawing Title:

Scale:

Approved:

Building Number:

Location:

Project Title:

Checked By: Drawing No.

Project No.

Drawn By:

Date:

D e p a rt m e n t o f V e te ra n s A ff a ir s

Dwg. Of

BLDG. 1

ARCHITECTS/ENGINEERS:

VA EASTERN KANSAS

HEALTH CARE SYSTEM

Dwight D. Eisenhower VA Medical Center Leavenworth

Colmery-O'Neil VA Medical Center Topeka

Building Key Plan: A/E Seal

TOPEKA, KS

C:\Users\Joseph\Documents\Project Work_Revit\2015 082 VA Topeka Revit v2016_Joseph.rvt

1/8" = 1'-0"

1/19/2017 2:43:06 PM

S-101

LEVEL TWO FRAMING

PLAN

#589A5-15-115

UPGRADE

EMERGENCY

DEPARTMENT

01/20/2017

1/8" = 1'-0"S-101

1 LEVEL TWO FRAMING PLAN 4' 8' 16'

1/8" = 1'-0"

0'

NORTH

ALL DIMENSIONS AND ELEVATIONS ARE +/- AND SHALL BE FIELD

VERIFIED AND COORDINATED WITH THE EXISTING STRUCTURE. ANY

EXISTING STRUCTURAL MEMBERS AND GEOMETRYARE NOTES BASED

1000S162-68 AT 2'-0" OC (MAX): ON TOP SIDE USE 1

1/2", 22 GAUGE WIDE RIB GALVANIZED ROOF DECK

ATTACHED IN A 36/5 PATTERN w/ #12 TEK SCREWS

AND (8) #10 TEK SCREWS FOR SIDE LAP FASTENERS.

ON BOTTOM SIDE USE 5/8" INTERIOR RATED

GYPBOARD SHEATHING.

(2) 1000S162-97 BOXED HEADER

SEE NOTES BELOW

FOR WALL INFO

S-300

GALV Pipe

3 1/2 Std.

7R

7R

6R

6R

11R9R 10R8R

1F

19' - 9" 19' - 11 3/4" 20' - 10 1/4" 20' - 0"

QR

4' - 4 1/4"

D

E

1.8

MR

PR

1.5

5 7

S-503

HSS6X

4X

1/

HSS6X4X1/4

HSS6X

4X 1/

S-501

O U T T

O O

U T

12' - 2"

W

ALL C

L TO

C

L

10' - 10"

NOTES:

PROVIDE WEEP HOLE AT EACH END AND CENTER IN BOTTOM OF MEMBER1

D.4

S-503

RE: 1/S101 FOR WALL INFO

S-300

G

F

D

CBA

E

N o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

F

E

D

C

B

A

97 8654321

Drawing Title:

Scale:

Approved:

Building Number:

Location:

Project Title:

Checked By: Drawing No.

Project No.

Drawn By:

Date:

D e p a rt m e n t o f V e te ra n s A ff a ir s

Dwg. Of

BLDG. 1

ARCHITECTS/ENGINEERS:

VA EASTERN KANSAS

HEALTH CARE SYSTEM

Dwight D. Eisenhower VA Medical Center Leavenworth

Colmery-O'Neil VA Medical Center Topeka

Building Key Plan: A/E Seal

TOPEKA, KS

C:\Users\Joseph\Documents\Project Work_Revit\2015 082 VA Topeka Revit v2016_Joseph.rvt

1/8" = 1'-0"

1/19/2017 2:43:06 PM

S-102

ROOF FRAMING PLAN

#589A5-15-115

UPGRADE

EMERGENCY

DEPARTMENT

01/20/2017

1/8" = 1'-0"S-102

1 ROOF FRAMING PLAN 4' 8' 16'

1/8" = 1'-0"

0'

NORTH

ALL DIMENSIONS AND ELEVATIONS ARE +/- AND SHALL BE FIELD

VERIFIED AND COORDINATED WITH THE EXISTING STRUCTURE. ANY

EXISTING STRUCTURAL MEMBERS AND GEOMETRYARE NOTES BASED

Q

PR

6.163.8

QR

F

Q1R

1B

6R

QR

XX

YY

PR

S-501

E O

D ' - 2

' - 3

E Q

E Q

' - 1

/8

E O

D ' - 4

W8X10

W8X15W 8X

W8X15

W 8X

+/- 6"

MAX

1' - 6

3A

S-501 3B

S-501

1.5B 22 R

O O

F D

E C

K

W8X10

W8X10

RADIUSED HSS8X4X3/8

HEADER OVER DOOR

S-501

15' - 0 1/4"

E X

IS

T

W 12X

W 8X

S-501

S-501

SIM,

TYP

NOTES:

1 1/2", 22 GAUGE WIDE RIB GALVANIZED ROOF DECK ATTACHED IN A 36/5

PATTERN w/ #12 TEK SCREWS AND (4) #10 TEK SCREWS FOR SIDE LAP

FASTENERS.

S-501

TYP

H S

S 3-1/2X

1-1/2X 1/4

S-501

STAIRS

C150

D

E

1.8

S-504

S-504

1.5

S-503

S-501

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X24

W 8X24

W 8X

W 8X

W 8X

W 8X

HSS8X4X3/8

CONT H

IG

H

LO

W

W 8X24

W 8X

PROFILE OF

EOD BELOW

D.4

EQ

EQ

W 8X24

EXIS

T V

EN

EE

R

8" C

L

TO

HSS6X

2X

3/

HSS6X

2X

3/

HSS6X

2X

3/

S-504

SIM

EXIS

T

W

X40

EXIST

18" DIA

COL

EXIST

W

21X83

W 8X24

EQ

EQ

EQ

BELOW

HSS3-1/2X1-1/2X1/4

HSS3-1/2X1-1/2X1/4

HSS3-

1/

2X 1-

1/ 2X

1/

HSS3-

1/

2X 1-

1/ 2X

1/

EXIS

T

HSS2-

1/

2X 2-

1/

EXIS

T

HSS2-

1/

2X 2-

1/

EXIS

T

HSS2-

1/

2X 2-

1/

EXIS

T

HSS2-

1/

2X 2-

1/

S-501

HSS4X4X1/4

HSS4X4X1/4

W

8X10

W 8X10

W 8X10

HSS3-

1/

2X 1-

1/ 2X

1/

LO

W

HSS3-

1/

2X 1-

1/ 2X

1/

HIG

H

S-501

S-501

S-501

S-501

HSS3-

1/

2X 1-

1/ 2X

1/

LOW

HIGH

S-503

S-501

S-501

S-501

S-501

S-501

LOW

TYP

TYP AT

CORNERS

HSS6X0.375

NOTES:

1 1/2", 22 GAUGE WIDE RIB GALVANIZED ROOF DECK ATTACHED IN A 36/5

PATTERN w/ #12 TEK SCREWS AND (4) #10 TEK SCREWS FOR SIDE LAP

FASTENERS.

18" DIA CONC COL w/ 14" DIA INSETS PER ARCH. REINFORCE w/ 8#5 VERT w/ #

3 TIES @ 6" OC, TYP. NEW CONC COLUMNS SHALL MATCH MATERIAL,

TEXTURE, COLOR, AND REVEALS OF EXISTING COLUMN. T/CONC COL TO

MATCH EXISTING CONC COL.

CONTRACTOR TO CONFIRM IF EXISTING BEAM IS W21 OR W12 AND REPORT

FINDINGS TO ARCH AND ENG OF RECORD AS SOON AS POSSIBLE FOLLOWING

PROJECT COMMENCEMENT.

1'

4"

TYP 3 PLACES

EXIST 18" DIA

COL

HSS4X4X1/4

D

E

1.8

S-503

S-501

D.4

HSS6X

2X

3/

EXIST

HSS2-1/2X2-1/2

EXIS

T

W

X40

EXIS

T

HSS2-

1/

2X 2-

1/

EXIS

T

HSS2-

1/

2X 2-

1/

EXIS

T

HSS2-

1/

2X 2-

1/

EXIS

T

HSS2-

1/

2X 2-

1/

EXIS

T

HSS2-

1/

2X 2-

1/

EXIS

T

HSS2-

1/

2X 2-

1/

EXIS

T

HSS2-

1/

2X 2-

1/

HSS6X

2X

3/

HSS6X

2X

3/

EXIS

T

HSS2-

1/

2X 2-

1/

EXIS

T

W

X40

EXIST

18" DIA

COL

EXIST

18" DIA

COL

EXIST

W

27X84

EXIST

W

21X83

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

S-503

EXIST

W8X58

NOTES:

CONTRACTOR TO CONFIRM IF EXISTING BEAM IS W21 OR W12 AND REPORT

FINDINGS TO ARCH AND ENG OF RECORD AS SOON AS POSSIBLE FOLLOWING

PROJECT COMMENCEMENT.

BELOW

G

F

D

CBA

E

N o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

F

E

D

C

B

A

97 8654321

Drawing Title:

Scale:

Approved:

Building Number:

Location:

Project Title:

Checked By: Drawing No.

Project No.

Drawn By:

Date:

D e p a rt m e n t o f V e te ra n s A ff a ir s

Dwg. Of

BLDG. 1

ARCHITECTS/ENGINEERS:

VA EASTERN KANSAS

HEALTH CARE SYSTEM

Dwight D. Eisenhower VA Medical Center Leavenworth

Colmery-O'Neil VA Medical Center Topeka

Building Key Plan: A/E Seal

TOPEKA, KS

C:\Users\Joseph\Documents\Project Work_Revit\2015 082 VA Topeka Revit v2016_Joseph.rvt

As indicated

1/19/2017 2:43:22 PM

S-201

LEVEL 2 PARTIAL PLANS

#589A5-15-115

UPGRADE

EMERGENCY

DEPARTMENT

01/20/2017

3/8" = 1'-0"S-201

3 PARTIAL PLAN AT AMBULANCE CANOPY

1/4" = 1'-0"S-201

1 PARTIAL PLAN AT ENTRY - BASE BID

1/4" = 1'-0"S-201

PARTIAL PLAN AT ENTRY - BID ITEM #2

(DEDUCT)

ALL DIMENSIONS AND ELEVATIONS ARE +/- AND SHALL BE FIELD

VERIFIED AND COORDINATED WITH THE EXISTING STRUCTURE. ANY

EXISTING STRUCTURAL MEMBERS AND GEOMETRYARE NOTES BASED

ON INFORMATION PROVIDED IN THE EXISTING STRUCTURAL DRAWINGS.

ALL DIMENSIONS AND ELEVATIONS ARE +/- AND SHALL BE FIELD

VERIFIED AND COORDINATED WITH THE EXISTING STRUCTURE. ANY

EXISTING STRUCTURAL MEMBERS AND GEOMETRYARE NOTES BASED

ON INFORMATION PROVIDED IN THE EXISTING STRUCTURAL DRAWINGS.

ALL DIMENSIONS AND ELEVATIONS ARE +/- AND SHALL BE FIELD

VERIFIED AND COORDINATED WITH THE EXISTING STRUCTURE. ANY

EXISTING STRUCTURAL MEMBERS AND GEOMETRYARE NOTES BASED

EXIST BM PER PLN

COLD-FORMED

JOISTS PER PLAN

COLD-FORMED

STUDS PER PLN

EXIST

MASONRY WALL

REMOVE TOP OF

EXIST COL THAT

EXTENDS ABOVE

ROOF SLAB TO 1"

BELOW T/CONC

QR

1" SHIM STACK UNDER HSS WITH

1/8" FILLET WELDS ALL AROUND

EXISTING WF AT GRIDS

HSS PER PLAN BETWEEN

BEAMS AND JOISTS

EXISTING JOISTS

PROVIDE 1/4" DIA HILTI KWIK-CON II+ CONCRETE

SCREW WITH MIN 1" EMBEDMENT LOCATED AT 6" MAX

FROM EACH END AND 1'-0" OC MAX BETWEEEN END

ANCHORS. PROVIDE 1" DIAMETER HOLE IN TOP FLANGE

OF HSS FOR CONSTRUCTION ACCESS, HOLE DOES NOT

NEED PLUGGED FOLLOWING SCREW INSTALLATION

GALV

HSS6X2X1/4

CONT

EXISTING

T/SLAB

ROOF DECK PER PLAN

PER PLAN

QR

END STUDS & WALL PER PLAN

SIMPSON HTT4 TENSION TIE OR APPROVED EQUIVALENT

5/8" DIA A307 THREADED ROD, TENSION FROM

BELOW AND THEN DAMAGE THREADS

HSS6x2 BETWEEN PANEL POINTS. CONNECT TO EXIST JOIST ON EACH SIDE w/ 1/4" FILLET WELD ALL

AROUND (SIM TO 2/S-503)

4"x4"x1/4" PLATE WASHER

PROVIDE 1/4" DIA HILTI KWIK-CON II+ CONCRETE

SCREW WITH MIN 1" EMBEDMENT LOCATED AT 6" MAX

FROM EACH END AND 1'-0" OC MAX BETWEEEN END

ANCHORS. PROVIDE 1" DIAMETER HOLE IN TOP FLANGE

OF HSS FOR CONSTRUCTION ACCESS, HOLE DOES NOT

NEED PLUGGED FOLLOWING SCREW INSTALLATION

SUBMIT EQUIVALENT CONCRETE SCREWS FOR APPROVAL.

HSS6x2x3/8

COLD-FORMED

JOISTS PER PLAN

EXISTING

T/SLAB

G

F

D

CBA

E

N o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

F

E

D

C

B

A

97 8654321

Drawing Title:

Scale:

Approved:

Building Number:

Location:

Project Title:

Checked By: Drawing No.

Project No.

Drawn By:

Date:

D e p a rt m e n t o f V e te ra n s A ff a ir s

Dwg. Of

BLDG. 1

ARCHITECTS/ENGINEERS:

VA EASTERN KANSAS

HEALTH CARE SYSTEM

Dwight D. Eisenhower VA Medical Center Leavenworth

Colmery-O'Neil VA Medical Center Topeka

Building Key Plan: A/E Seal

TOPEKA, KS

C:\Users\Joseph\Documents\Project Work_Revit\2015 082 VA Topeka Revit v2016_Joseph.rvt

3/4" = 1'-0"

1/19/2017 2:43:23 PM

S-300

BUILDING SECTIONS

#589A5-15-115

UPGRADE

EMERGENCY

DEPARTMENT

01/20/2017

3/4" = 1'-0"S-300

1 SECTION

3/4" = 1'-0"S-300

2 SHEAR WALL ELEVATION

HI

LT

I3

C

LR

RIGID INSULATION PER

ARCH

SLAB AND REINF PER PLAN

T/SLAB

PER PLAN

#4 STIRRUPS @ 2'-0" OC

P E

R P

LA

N

#4 x 6'-0" @ 24" OC

4'-0"

#4 CONT

(2) #6 CONT, T&B

(2) #4 CONT, EA SIDE

1' - 6"

VENEER RE: ARCH

EXTERIOR SHEATHING

RE: ARCH

600S162-54 MIN MTL

STUDS @ 12" OC

INTERIOR SHEATHING

RE: ARCH

GROUT SOLID BELOW

GRADE RE: ARCH

PER PLAN

T/SLAB

EXISTING WALL

CHANNEL PER PLAN

METAL DECK PER PLAN

SLAB PER PLAN

EXISTING CONCRETE BEAM

PER PLAN

1/2" DIA HILTI HAS RODS @ 2'-0"

OC w/ 4" GAGE w/ HILTI HIT-HY

200 ADHESIVE, EMBED = 6". SUBMIT EQUIVALENT

ROD/ADHESIVE FOR APPROVAL.

PER PLAN

T/SLAB

EXISTING WALL

METAL DECK PER PLAN

SLAB PER PLAN

PER PLAN

CHANNEL PER PLAN

1/2" DIA HILTI HAS RODS @ 2'-0"

OC w/4" GAGE w/ HILTI HIT-HY

200 ADHESIVE, EMBED = 6"

SUBMIT EQUIVALENT ROD/ADHESIVE

FOR APPROVAL

6"

SLAB AND REINF PER PLAN

T/SLAB

PER PLAN

PER PLAN

EXISTING BUILDING

1' - 0"

(2) #4 CONT

1/2" ISOLATION JOINT3/4" DIA x 1'-6" SMOOTH DOWEL @

18" OC @ DOOR/CORRIDOR. DRILL,

DO NOT EPOXY. EMBED = 9"

SLAB AND REINF PER PLAN

T/SLAB

PER PLAN

EXISTING BUILDING

1/2" ISOLATION JOINT

RE: /5 S-500

#6 x 3'-6" TO MATCH FOUNDATION

REINF. DRILL AND EPOXY INTO

EXISTING, EMBED = 6"

STUD WALL NOT SHOWN FOR CLARITY

3" C

LR

P

LA

N

P E

R

CL

T/PAVEMENT

RE: CIVIL

SLAB AND REINF

RE: CIVIL

FTG & REINF PER

SCHEDPER PLAN

COLUMN &

REINF PER PLN

C

LR

1/2" ISOLATION JT

ACCENT BANDS TO MATCH EXIST

ADJACENT COLUMNS, RE: ARCH

(NO ACENT BANDS AT SIM)

QR

EXIST FOUNDATION WALL

EXISTING

STRUCTURE

GROUT FOR UNIFORM BEARING

NEW SLAB AND BEAMS PER PLAN

L2-1/2x2-1/2x1/4 CONT w/ 3/16"

FILLET WELD AT EACH BEAM,

TRIM AS REQ'D TO ALLOW FOR EJ

PER PLAN

T/SLAB

#3 VERT @ 2'-0" OC DRILL &

EPOXY. EMBED=3"

(2) #3 CONT

GROUT VOID SOLID3/8"x12"x12" END PL w/ 1/2" DIA HILTI HAS RODS w/ HILTI HIT-HY

200 ADHESIVE, EMBED = 6"

3/8"x12"x12" END PL w/ 1/2" DIA HILTI HAS RODS w/ HILTI HIT-

HY 200 ADHESIVE, EMBED = 6"

CHANNEL PER PLAN

BEAM PER PLAN

SUBMIT EQUIVALENT RODS/ADHESIVE

FOR APPROVAL

2" TYP

T Y

P

EXISTING CONC BEAM

SLAB & REINF PER PLAN

METAL DECK PER PLAN

3/8" SHEAR PL w/ (2) 3/4" DIA BOLTS

ANCHORS AND SPACING

PER /8 S-500

T/SLAB

PER PLAN

1/4 2

1/4 2

BEAM PER PLAN

SLAB & DECK PER PLAN

EXIST W14

T/SLAB

EXISTING

EXISTING SLAB

L2X2X1/4 CONT

3/16 2

1" BAR x 2" x 6"

TRIM EXIST EDGE OF

SLAB ANGLE DOWN 1"

BELOW EXIST SLAB

EXIST JOIST w/ 5" SEAT

QR

EXIST JOIST BEYOND

EXIST CONC WALL EXIST CONC WALL

SLAB & DECK PER PLAN

HSS PER PLAN, @ MIDSPAN

BTWN EXIST JOISTS

HSS PER PLAN, IN LINE WITH SECOND

PANEL POINT OF EXIST JOIST. WELD

TO EXIST JOIST w/ 3/16" FILLET WELD, ALL AROUND

EXIST SLAB

3/16

HSS TO HSS

EXISTING

T/SLAB

0' - 1 1/2" EJ

CL

EXT WALL RE: ARCH

SLAB AND REINF PER PLANPAVEMENT RE: CIVIL

T/SLAB

PER PLAN

PER PLAN

#4 @ 24" OC 2'-0"

#4 CONT

1/2" EXPANSION JOINT

INSULATION RE: ARCH

EXISTING STRUCTURE

BRICK VENEER RE: ARCH

G

F

D

CBA

E

N o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

F

E

D

C

B

A

97 8654321

Drawing Title:

Scale:

Approved:

Building Number:

Location:

Project Title:

Checked By: Drawing No.

Project No.

Drawn By:

Date:

D e p a rt m e n t o f V e te ra n s A ff a ir s

Dwg. Of

BLDG. 1

ARCHITECTS/ENGINEERS:

VA EASTERN KANSAS

HEALTH CARE SYSTEM

Dwight D. Eisenhower VA Medical Center Leavenworth

Colmery-O'Neil VA Medical Center Topeka

Building Key Plan: A/E Seal

TOPEKA, KS

C:\Users\Joseph\Documents\Project Work_Revit\2015 082 VA Topeka Revit v2016_Joseph.rvt

As indicated

1/19/2017 2:43:23 PM

S-500

SECTIONS AND DETAILS

#589A5-15-115

UPGRADE

EMERGENCY

DEPARTMENT

01/20/2017

3/4" = 1'-0"S-500

5 SECTION

3/4" = 1'-0"S-500

8 SECTION

3/4" = 1'-0"S-500

7 SECTION

3/4" = 1'-0"S-500

4 SECTION

3/4" = 1'-0"S-500

6 SECTION

3/4" = 1'-0"S-500

1 SECTION

3/4" = 1'-0"S-500

3 SECTION AT LEVEL 1 SLAB EXTENSION

3/4" = 1'-0"S-500

2 SECTION

1 1/2" = 1'-0"S-500

9 SECTION

3/4" = 1'-0"S-500

10 SECTION

3/4" = 1'-0"S-500

11 SLOPING SLAB INFILL

EXISTING

CANOPY ABOVE

EXIST

16" DIA

COL

SLIDE BEARING:

UPPER ELEMENT 9" X 5"

LOWER ELEMENT 6" X 2"

SEE NOTES 2-5

(2) 1/2" DIA SS HILTI KWIK BOLT TZ AT

CENTER OF COLUMN EMBED 4" MIN

BEAM PER PLAN

1/8 4

1/8 4

BM TO SS PL

3A

S-501

3B

S-501

L8X8X1 w/ STD HOLES

(2) 1'-6" LONG

(2) 1'-7" LONG

S-501

1' - 1 1/2" 1' - 1 1/2"

3A

S-501

3B

S-501

/2

/2

CL

/2

/2

1/4 3-12

1/4 3-126" CONT EA

END

EXIST CMU

RADIUSED HSS PER PLAN

CENTERED UNDER EXIST CMU

3/8" PLATE

FACE BRICK RE ARCH

3/8" CANT PL

1/4 3-12

1/4 3-12

EXIST SKEWED

JOIST

F O

R R

O D

IM

R E

A

R C

H

STUDS PER PLAN

DEMO EXIST CMU + FACE BRICK

PARAPET DOWN TO TOP OF SLAB

S-501

SIM

INSULATION RE:ARCH

SHEATHING PER PLAN

BRICK VENEER RE:ARCH

INSULATION RE:ARCH

MTL DECK PER PLAN

JOIST PER PLAN

EXIST SLAB AND MTL DECK

EXIST BEAM

PER PLAN

T/SLAB

1/4 0'-3"

1/4 0'-3"

1/4

1/4

BEAM PER PLAN

3/8"x6-1/2" PL w/ OVS HOLES

3/8"x6" PL w/ (2) 3/4" DIA BOLTS

IN SSL HOLES

3/4" DIA A325SCA w/ 4" GAGE

1/2" TYP

1 1/2" TYP

1 1/2" TYP

TYP

1 1/2"

3" MAX

T Y

P

1/

2"

3"

1/4

1/4

BEAM PER PLAN

3/8"x6" PL w/ (2) 3/4" DIA

BOLTS IN SSL HOLES

TYP

1 1/2" 3" MAX

T Y

P

1/

2"

3"

3" MAX 1 1/2"

BEAM PER PLAN

3/8" FULL DEPTH SHEAR TAB w/

(2) 3/4" DIA BOLTS IN SSL HOLES

W8X24 STUB

RE: ARCH

METAL DECK PER PLAN

HSS PER PLAN

ANGLE AND CONN

PER

1/4

1/4

(1/8)

PJP

3/16 2

3/16 2

HSS TO W8

(1/8)

PJP

/5 S-501

HSS PER PLAN

L2-1/2X1-1/2X1/4 LLH

METAL DECK PER PLAN

(1/8) 3-12

(1/8) 3-12

3" EA END

HSS PER PLAN

HSS PER PLAN

(1/8) 3

(1/8) 3 3/8"X2"X4" END PL

3/16

DEMO EXIST CMU + FACE BRICK

PARAPET DOWN TO TOP OF SLAB

EXIST SLAB

EXIST

W18X40

PROVIDE 1/4" DIA HILTI KWIK-

CON II+ CONCRETE SCREW

WITH MIN 1" EMBEDMENT AT

1'-0" OC MAX ALONG TRACK

10 GA MIN BENT PL X 8" LONG AT 16"

OC w/ (2) MASONRY ANCHORS AT 6"

GAGE INTO CENTER OF TOP COURSE

OF EXISTING BRICK VENEER

1/8 2

1/8 2BENT PL TO

CONT HSS

(2)1200S152-54 x (2)600T125-68

BOX BEAM

EXIST BACK-UP NOT SHOWN

FOR CLARITY

STUDS PER PLAN

PER PLAN

T/SLAB

BRICK VENEER

RE:ARCH

INSULATION

RE:ARCH

SHEATHING PER PLAN

EXIST SKEWED JOISTS

EXIST BRICK VENEER

1 1/2" CLR

1/4 4

L8 TO L8, TYP

1/4"x5"x5" PL WASHER w/ STD HOLE

1/2"x6" PL w/ 3 1/2"

DIA HOLE

1/4 4

1/4 4

PL TO W8

1/2" DIA A307 THREADED ROD, FINGER

TIGHTEN AND DAMAGE THREADS

LEVEL 2

112' - 7 1/4"

1.8

(2)600S162-54 x (2)600T125-68 BOX

BEAM BETWEEN JAMBS AT OPENING

CANOPY STRUCTURE PART

OF BID ITEM #2 (DEDUCT)

EXIST

W21X83

STUD WALL PER PLAN

EXISTING ROOF

STRUCTURE AND DECK

G

F

D

CBA

E

N o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

F

E

D

C

B

A

97 8654321

Drawing Title:

Scale:

Approved:

Building Number:

Location:

Project Title:

Checked By: Drawing No.

Project No.

Drawn By:

Date:

D e p a rt m e n t o f V e te ra n s A ff a ir s

Dwg. Of

BLDG. 1

ARCHITECTS/ENGINEERS:

VA EASTERN KANSAS

HEALTH CARE SYSTEM

Dwight D. Eisenhower VA Medical Center Leavenworth

Colmery-O'Neil VA Medical Center Topeka

Building Key Plan: A/E Seal

TOPEKA, KS

C:\Users\Joseph\Documents\Project Work_Revit\2015 082 VA Topeka Revit v2016_Joseph.rvt

As indicated

1/19/2017 2:43:26 PM

S-501

SECTIONS AND DETAILS

#589A5-15-115

UPGRADE

EMERGENCY

DEPARTMENT

01/20/2017

3/4" = 1'-0"S-501

SLIDE BEARING DETAIL AT AMBULANCE

CANOPY

NOTES:

1. CONTRACTOR SHALL UTILIZE GROUND PENETRATING RADAR ALONG THE FACE OF THE COLUMN TO LOCATE

EXISTING REINFORCEMENT PRIOR TO FABRICATION.

2. SLIDE BEARING SHALL BE EQUIVALENT TO MASTICORD OR CON-SLIDE (TYP CSB) SLIDE BEARINGS. MINIMUM DESIGN CAPACITY SHALL BE 2000 PSI AT 70 DEG F. THE COEFFICIENT OF FRICTION SHALL AVERAGE 0.05 UNDER A COMPRESSIVE LOCAD OF 2000 PSI. THE ELEMENTS SHALL BE FLAT, CLEAN, AND PREPARED FOR INSTALLATION IN

THE STRUCTURE.

3. THE LOWER ELEMENT SHALL CONSIST OF A NOMINAL 3/32" THICK TEFLON SLIDE SURFACE FACTORY BONDED TO FIBER REINFORCED BEARING PAD (1/2" MIN). THE TOTAL THICKNESS OF THE LOWER ELEMENT SHALL BE 3/4".

4. THE UPPER ELEMENT SHALL BE 1/4" STAINLESS STEEL PLATE.

5. STITCH WELD ELEMENTS TO THE STRUCTURE WITH A 1/8" FILLET WELD 1" LONG AT EACH END ON EACH SIDE.

3/4" = 1'-0"S-501

9 SECTION AT NEW DOOR OPENING

1 1/2" = 1'-0"S-501

2 TYPICAL W8 TO W8 MOMENT CONN

1 1/2" = 1'-0"S-501

1 TYPICAL W8 TO W8 SHEAR CONN

1 1/2" = 1'-0"S-501

6 SECTION AT W8 CANOPY EOD

3" = 1'-0"S-501

5 TYPICAL HSS DECK EDGE DETAIL

3" = 1'-0"S-501

4 TYPICAL HSS CORNER CONN

3/4" = 1'-0"S-501

8 SECTION AT PARAPET EXTENSION

3/4" = 1'-0" 3A

SLIDE BRG DETAIL AT COL

3/4" = 1'-0" 3B

SLIDE BRG DETAIL AT HOLD DOWN

3/4" = 1'-0"S-501

7 SECTION AT ENTRY CANOPY DOOR

LEVEL 2

112' - 7 1/4"

QRMR PR

S-502 w/ ARCH

7' - 8" OPNG COORD

w/ ARCH

3' - 5" COORD

DEMO SLAB AND JOIST

FOR NEW STAIR

REINF EACH SIDE OF CUT JOIST w/ L4X4X1/4

3/16

3/16 C12 TO 2L,

TYP

C12X30 FRAME AT SLAB

OPENING PERIMETER

JOIST DEMO SEQUENCING NOTES:

1. INSTALL NEW HANGER AND HEADER BEAMS.

2. PROVIDE TEMPORARY BRIDGING OF EXISTING JOISTS IN AREA TO BE DEMOED.

3. REMOVE THE SLAB AND METAL DECK IN THE AREA TO BE DEMOED.

4. INSTALL ALL ANGLE SUPPORTS. STRIP JOIST ANGLE LEGS AS REQUIRED ON ONE SIDE ONLY AT A TIME UNTIL REINFORCING IS

COMPLETE ON THAT SIDE BEFORE PROCEEDING TO THE OPPOSITE SIDE OF THE JOIST.

5. DEMO JOISTS IN THE AREA TO BE DEMOED.

6. INSTALL PERIMETER CHANNELS AND ESTABLISH CONT BEARING OF THE SLAB ALONG THE LENGTHS OF THE CHANNELS.

1"

1/8

1/8 2L TO JOIST,

TYP

3/16

2L TO BM,

TYP

SIM AT

LEVEL 1

EXIST W18 EXIST W18

BEAM PER PLAN

BEAM PER PLANHSS6X3 MIN POSTS IN WALL PER STAIR

SUPPLIER, COORD GEOMETRY w/ ARCH

LEVEL 2

112' - 7 1/4"

6R 8R1

S-502

DEMO SLAB AND JOIST

FOR NEW STAIR

PROVIDE ANGLES AT CONT JOISTS

TO SUPPORT NEW CHANNEL

FRAME, AS REQUIRED

CONNECT CHANNEL FRAME TO

EXISTING DECK WITH HILTI

MECHANICAL FASTENERS @ 12" OC

1/4

HSS TO BM,

EA END

BEAM PER PLAN (LOW)

w/ ARCH

10' - 1" OPNG COORD

w/ ARCH

4' - 2" COORD

EXIST

W12X19

EXIST

W14X43

HSS3X3X1/4 1"

C12X30

3/8"X9"X4 1/2" SHEAR PL w/ (3) A325N BOLTS IN SSL HORIZ w/ 1 1/2" EDGE

DISTANCE, WELD w/ 2-SIDED 1/4" FILLET

SIM AT

LEVEL 1

3" EOS

MC12X14.3 MIN STAIR

STRINGER/PLATFORM HEADERS AND

HSS6X3 MIN POSTS IN WALL PER STAIR

SUPPLIER, COORD GEOMETRY w/ ARCH

QR

EXIST

W18X55

EXIST 1-1/2" EJFILL VOID w/ NON-

SHRINK GROUT

3/8" BENT PL w/ 3/4"

HSA @ 12" OC

EXIST CONC BEAM & SLAB HSS PER PLAN, CENTERED

BETWEEN EXIST JOISTS

SHIM STACK PER /1 S-300

#3 CONT1/2" DIA ANCHOR RODS

DRILL & EPOXY @ 12" OC

EXIST SLAB & DECK

EXISTING

T/SLAB

SHEATHING RE: ARCH

COLD FORMED METAL STUDS RE:

ARCH, ATTACH (1) STUD @ EA

CHANNEL

MC3X7.1 @ 4'-0" OC MAX

M A

X

3/16

1/4"x3"x3" PL WASHER AT

THRU-BOLT CONDITIONS

3/8" PL w/ 3/4" DIA

A307 TRHU-BOLTS

(2) #12 SCREWS @

2'-0" OC MAX, 3" MAX

FROM EA END

EXIST SLAB ON METAL DECK

EAST OF GRID QR; EXIST CIP

SLAB WEST OF GRID QR

T Y

P

/4

6"

WHERE CIP SLAB >4" THICK WEST OF

GRID QR, THRU-BOLT IS NOT

REQUIRED; PROVIDE 3/8" PL w/ (4) 3/8" DIA HILTI KWIK BOLT TZ w/ 2" EMBED

T Y

P

/4

4"

NOTES:

1.) BRACING POST IS NOT REQUIRED WITHIN 2'-0" OF END OF WALL IF THERE IS A

WALL RETURN WITH THE RETURN HAVING A LENGTH OF AT LEAST 2'-0". IF NO

WALL RETURN EXISTS, BEGIN FIRST BRACING POST WITHIN 6" OF END OF WALL.

G

F

D

CBA

E

N o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

F

E

D

C

B

A

97 8654321

Drawing Title:

Scale:

Approved:

Building Number:

Location:

Project Title:

Checked By: Drawing No.

Project No.

Drawn By:

Date:

D e p a rt m e n t o f V e te ra n s A ff a ir s

Dwg. Of

BLDG. 1

ARCHITECTS/ENGINEERS:

VA EASTERN KANSAS

HEALTH CARE SYSTEM

Dwight D. Eisenhower VA Medical Center Leavenworth

Colmery-O'Neil VA Medical Center Topeka

Building Key Plan: A/E Seal

TOPEKA, KS

C:\Users\Joseph\Documents\Project Work_Revit\2015 082 VA Topeka Revit v2016_Joseph.rvt

As indicated

1/19/2017 2:43:27 PM

S-502

SECTIONS AND DETAILS

#589A5-15-115

UPGRADE

EMERGENCY

DEPARTMENT

01/20/2017

3/8" = 1'-0"S-502

1 TRANSVERSE SECTION AT STAIR OPENING

3/8" = 1'-0"S-502

2 LONGITUDINAL SECTION AT STAIR OPENING

3/4" = 1'-0"S-502

3 SECTION @ LEDGE INFILL @ DOOR

No. Description Date

1" = 1'-0"S-502

4 KNEEWALL BRACING DETAIL

1.8 2

EXIST

HSS2-1/2X2-1/2

HSS6X2X3/8

HSS6X2X3/8

EXIST

W21X83

HSS6X4X1/4

GALV Pipe 3 1/2 Std.

HSS6X4X1/4

T/STL 123' - 10 1/2"

EXIST

W27X84

3/16 3

3/16 3END PL TO

HSS

1/4

PIPE TO END

PL

3/8"X4"X6" END PL, USE SINGLE

4" X 7" SHIM PLATE (3/16" MIN

THICK) AS REQUIRED WITH (2)

- 3" LONG 3/16" FILLET WELDS

S-503

WALL PER PLAN

(2) HSS6x2 BETWEEN PANEL POINTS ON

EACH SIDE OF HOLD DOWN LOCATION

HSS6X2 BETWEEN CROSS MEMBERS

SIMPSON HTT4 TENSION TIE

5/8" DIA A307 THREADED ROD, TENSION

FROM BELOW AND THEN DAMAGE THREADS

1/4 3

1/4 3

EXISTING JOISTS SKEWED

45 DEGREES FROM WALL

4"X4"X1/4" PLATE WASHER

1/4

1/4

PROVIDE 6"X6" SHIM STACK w/

ADDITIONAL SHIM PLATES (3/16" MIN)

AS REQUIRED UNDER END OF HSS6X2.

PROVIDE 3/16" FILLET WELD ALL

AROUND TO CONNECT ALL PARTS

EXIST CONT

HSS2 1/2x2 1/2

HSS4X4X1/4

PROVIDE HSS6x3x1/4 x 0'-8" LONG OR EQUIVALENT SHIM STACK w/

ADDITIONAL SHIM PLATES (3/16" MIN)

AS REQUIRED UNDER END OF HSS6X2.

PROVIDE 3/16" FILLET WELD ALL

AROUND TO CONNECT ALL PARTS

1/4

POST TO

HSS6X2

(3/16) 5

(3/16) 5

HSS6X2 TO

SHIM

ELEMENT,

EACH END

PROVIDE 1/4" DIA HILTI KWIK-CON II+ CONCRETE

SCREW WITH MIN 1" EMBEDMENT LOCATED AT 6" MAX

FROM EACH END AND 1'-0" OC MAX BETWEEEN END

ANCHORS. PROVIDE 1" DIAMETER HOLE IN TOP FLANGE

OF HSS FOR CONSTRUCTION ACCESS, HOLE DOES NOT

NEED PLUGGED FOLLOWING SCREW INSTALLATION

3/8"x4 1/2"x4 1/2" CAP PL, TYP

3/16

POST TO CAP

PL, TYP

(3/16) 4

(3/16) 4 HSS TO CAP

PL

HSS4X4X1/4

END STUD

3/16 4

3/16 4 W8 TO CAP

PL

EXISTING 0.6C ROOF DECK

FIELD

VERIFY

EXISTING JOIST SKEWED

45 DEGREES FROM WALL

COORD w/ ARCH

1 1/2"

1" 1 1/2"

1/2"

/2

/2

(2) 5/8" DIA A325SC-A BOLTS

1/4

POST TO CAP

PL

1/4 6

1/4 6END PL TO

SHEAR PL

3/8" CAP PL w/

OVS HOLES

3/8" X 6 1/2" X 4 1/2" END PL

3/8" SHEAR PL W/ STD HOLES

3/16

HSS TO END

PL

POST BELOW CAP PL

LEVEL 2

112' - 7 1/4"

1.8 2

EXIST

W21X83

EXIST

W27X84

PROVIDE HSS3x2x1/4 x 0'-8" LONG OR EQUIVALENT SHIM STACK w/

ADDITIONAL SHIM PLATES (3/16" MIN)

AS REQUIRED UNDER END OF

HSS6X2. PROVIDE 3/16" FILLET WELD

ALL AROUND TO CONNECT ALL PARTS

EXIST CONT

HSS2 1/2x2 1/2

PROVIDE HSS6x3x1/4 x 0'-8" LONG OR EQUIVALENT SHIM STACK w/

ADDITIONAL SHIM PLATES (3/16" MIN)

AS REQUIRED UNDER END OF HSS6X2.

PROVIDE 3/16" FILLET WELD ALL

AROUND TO CONNECT ALL PARTS

(3/16) 5

(3/16) 5

HSS6X2 TO

SHIM

ELEMENT,

EACH END

EXISTING 0.6C ROOF DECK

FIELD

VERIFY

EXISTING JOIST SKEWED

45 DEGREES FROM WALL

HSS6X2X3/8

H S

S X

X

/4

HSS6X4X1/4

HSS6X4X1/4

1/4

POST TO

HSS6X2, TYP

H S

S X

X

/4

1/4

POST TO

W27

S-503

SIM

(2)1200S152-54 x (2)600T125-68

BOX BEAM

12 GA CLIP w/ (4) 1/4" TEK

SCREWS EACH LEG, TOP & BOTT

FOR CLARITY

INTERSECTING STUD

WALL NOT SHOWN

G

F

D

CBA

E

N o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

F

E

D

C

B

A

97 8654321

Drawing Title:

Scale:

Approved:

Building Number:

Location:

Project Title:

Checked By: Drawing No.

Project No.

Drawn By:

Date:

D e p a rt m e n t o f V e te ra n s A ff a ir s

Dwg. Of

BLDG. 1

ARCHITECTS/ENGINEERS:

VA EASTERN KANSAS

HEALTH CARE SYSTEM

Dwight D. Eisenhower VA Medical Center Leavenworth

Colmery-O'Neil VA Medical Center Topeka

Building Key Plan: A/E Seal

TOPEKA, KS

C:\Users\Joseph\Documents\Project Work_Revit\2015 082 VA Topeka Revit v2016_Joseph.rvt

As indicated

1/19/2017 2:43:28 PM

S-503

SECTIONS AND DETAILS

#589A5-15-115

UPGRADE

EMERGENCY

DEPARTMENT

01/20/2017

3/4" = 1'-0"S-503

2 SECTION AT EMERGENCY VESTIBULE - NE WALL

3" = 1'-0"S-503

3 VESTIBULE CORNER CONN

3/4" = 1'-0"S-503

SECTION AT EMERGENCY VESTIBULE - SW

WALL

1.8 21.5

EXIST

W21X83

EXIST

W27X84

HSS8X4X3/8

W8X24

W8X24

HSS6X0.375

W8X24

W8X24

1'-0" DIA EMBED PL (GALV)

w/ (4) 3/4" DIA x 10" HSA's

3/16

3/16

HSS TO

CONT W8

T&B FLG

1/4

1/4

3/8" x 6" PL w/ (2) 3/4" DIA

BOLTS IN SSL HOLES

3/8" x 6" PL w/ (2) 3/4" DIA

BOLTS IN SSL HOLES

1/4

1/4

1/4

1/4

3/8" x 6" PL w/ (2) 3/4" DIA

BOLTS IN SSL HOLES

1/4

1/4

3/8" x 6" PL w/ (2) 3/4" DIA

BOLTS IN SSL HOLES

W8X24

3" MAX1 1/2"

114'-8"

T/BEAM

WP OF SLOPING

BEAM =114'-7 1/2"

3" MAX

3" MAX

3/16

1 1/2" TYP

PROFILE TO MATCH

ARCH, TYP

(2) 3/4" DIA BOLTS

w/ 4" GAGE

W8X10

3/8" x 6 1/2" CAP PL w/ OVS HOLES

FIELD

VERIFY

3" MAX

1 1/2"

RE: ARCH

6"

(3/16) 4

(3/16) 4 HSS TO W8

FLG, TYP

(1/8) 3-12

(1/8) 3-12 PL TO HSS,

TYP

HSS3-1/2X1-1/2X1/4, TYP

1/4" PL, T/PL TO ALLIGN w/

T/W8. NOTCH AT W8 FOR

CONN TO BEAM IN FIELD, TYP

M

IN

T/STL 114' - 8"

COORD w/ ARCH

LEVEL 2

112' - 7 1/4"

1.8 21.5

W8X24

W8X24

HSS8X4X3/8

W8X24 W8X24

E X

IS

T

W X

EXIST

W27X84

E X

IS

T

D

IA

C O

L

EXIST

W21X83

H S

S X

.3

T/CONC 111' - 6"

1/4

1/4

3/8" x 6" PL w/ (2) 3/4" DIA

BOLTS IN SSL HOLES

3" MAX

3" MAX

1 1/2"

3/16

TYP

FIELD

VERIFY

(3/16) 4

(3/16) 4

1'-0" DIA EMBED PL (GALV)

w/ (4) 3/4" DIA x 10" HSA's

3/16

3/8" x 6 1/2" DIA CAP PL

3/16

3/16

EXIST COL EXTENDS 1"

ABOVE ROOF DECK,

FIELD VERIFY

3/8" CAP PL w/ 1/2"

OVERHANG ALL AROUND

HSS6X0.375

3/8" x 6 1/2" DIA CAP PL w/ 3/16" FILLET

WELD ALL AROUND

3/8" x 6" PL w/ (2) 3/4" DIA

BOLTS IN SSL HOLES

1/4

1/4

1/4

1/4

1/4

1/4

3/8" x 6" PL w/ (2) 3/4" DIA

BOLTS IN SSL HOLES

3/16

HSS TO W21

REF TYP W8 TO W8

MOMENT CONN

REF TYP W8 TO W8

MOMENT CONN

PROFILE TO

MATCH ARCH

1/16

COMBINED CAP PL AND

MOMENT CONN BOT FLG PL

1 1/2" TYP

1 1/ 2"

WP = 115' - 4 1/8"

WP = 114' - 7 1/2"

T/STL 114' - 8"

COORD w/ ARCH

COORD w/ ARCH

G

F

D

CBA

E

N o n e e ig h th i n c h o n e f o o t th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

F

E

D

C

B

A

97 8654321

Drawing Title:

Scale:

Approved:

Building Number:

Location:

Project Title:

Checked By: Drawing No.

Project No.

Drawn By:

Date:

D e p a rt m e n t o f V e te ra n s A ff a ir s

Dwg. Of

BLDG. 1

ARCHITECTS/ENGINEERS:

VA EASTERN KANSAS

HEALTH CARE SYSTEM

Dwight D. Eisenhower VA Medical Center Leavenworth

Colmery-O'Neil VA Medical Center Topeka

Building Key Plan: A/E Seal

TOPEKA, KS

C:\Users\Joseph\Documents\Project Work_Revit\2015 082 VA Topeka Revit v2016_Joseph.rvt

3/4" = 1'-0"

1/19/2017 2:43:28 PM

S-504

SECTIONS AND DETAILS

#589A5-15-115

UPGRADE

EMERGENCY

DEPARTMENT

01/20/2017

3/4" = 1'-0"S-504

SECTION AT HIGH AND LOW CANOPY - BID ITEM

#2 (DEDUCT)

3/4" = 1'-0"S-504

SECTION AT HIGH CANOPY - BID ITEM #2

(DEDUCT)