36C10F19R0003-021.pdf

3.4

F

F

E E.6

E.7

E.7

3.5

6.5

6.1

W12X26

W X

W X

W12X16

W X

W12X26

W8X10

W8X10

W8X10

W X

W X

W X

W X

W8X10

W8X10

W8X10

W X

W X

W8X10

W8X10

W8X10

W X

W X

W8X10

W8X10

8' - 0"4' - 0"18' - 0"

/4

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(R E

M O

V E

(R E

M O

V E

(R E

M O

V E

(R E

M O

V E

(R

E M

O V

E

(R E

M O

V E

(R

E M

O V

E

(E X

IS

T

T

O R

E M

A

IN

(E

X

IS

T

T O

R E

M A

IN

(R E

M O

V E

(E

X

IS

T

T O

R E

M A

IN

(EXIST TO REMAIN)(EXIST TO REMAIN)

(REMOVE)

EXISTING DIAGONAL BRACING

TO BE REMOVED

SD1-101

x.1 x.2

EA

12.8

W8X18

W

X

W

X

W10X22 W16X40

W16X40

(REMOVE) (REMAINS)

(REMAINS) (REMAINS)

(R E

M A

IN

S

(R E

M A

IN

S x.1 x.2

EA

12.8

W

X

W

X

W14X30 W8X18

(REMOVE)

(R E

M A

IN

S

(R E

M A

IN

S

W

X

(R E

M A

IN

S

(REMAINS)

TRIM &

RECONNECT

AS REQ'D.(PROVIDE TEMP. SHORING)

2nd Flr - Building 30

1197' - 6 5/8"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

1/4"

SAWCUT EXISTING

CONCRETE FLOOR SLAB

SEE 6/AS1-102

W12X26

(EXIST.)

W12X16

(EXIST.)

1/

4"

W21X93

1/

4"

EXISTING CONCRETE

FLOOR SLAB TO REMAIN

(EXIST.)

7' -4

/8

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F 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 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

SD1-101

646CA2500.23

JLMB

DEMOLITION PLANS &

DETAILS

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0"

ORIGINAL BRIDGE FLOOR - DEMOLITION

PLAN BLDG 30

NOTES:

1. REMOVE STAIR TO ELEVATED WALKWAY

2. REMOVE CONCRETE DECK ON ELEVATED WALKWAY

3. REMOVE BEAMS FRAMING ELEVATED WALKWAY AS INDICATED

4. REMOVE POSTS ALONG E.7 LINE

5. REMOVE W12X16 BETWEEN 6 AND 7 ALONG F LINE

6. FACADE BEAMS ALONG F LINE BETWEEN 3 AND 6 TO REMAIN

7. FRAMING BEAMS ALONG 3 BETWEEN E AND F TO REMAIN

1/4" = 1'-0"

BUILDING 1 - 2ND FLOOR DEMOLITION

PLAN

1/4" = 1'-0"

BUILDING 1 - ROOF DEMOLITION PLAN

3/4" = 1'-0"

SECTION @ EXISTING SLAB EDGE

SEE NOTE 1

a. ALL CONCRETE SHALL BE IN ACCORDANCE WITH A.C.I. 318 "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE.

b. MINIMUM STRENGTHS DEVELOPED AT 28 DAYS SHALL BE AS FOLLOWS:

FOUNDATION PIER.........................4000 psi w/ 6% AIR PIER.................................................4000 psi w/ 6% AIR

COMPOSITE SLABS........................3000 psi

c. ALL REINFORCING SHALL BE ASTM A-615 SERIES 60. WELDED WIRE FABRIC SHALL BE

A.S.T.M. A-185. MESH LOCATED 1 1/2" ABOVE DECK.

d. SPLICES IN REINFORCING SHALL BE MADE ACCORDING TO A.C.I. 318, CHAPTER 12.

e. MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS:

ALL CONCRETE EXPOSED TO EARTH...............3"

ALL CONCRETE EXPOSED TO WEATHER:

#5 OR SMALLER.............1 1/2"

ALL OTHER...........................2"

SLABS NOT EXPOSED TO WEATHER............3/4"

f. ALL CONCRETE SHALL BE REGULAR WEIGHT (UNLESS NOTED)

1. CONCRETE

2. STRUCTURAL STEEL

a. ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF

STEEL CONSTRUCTION SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF

STRUCTURAL STEEL FOR BUILDING (ASD), LATEST REVISION.

b. "W" SHAPES.........................................ASTM. A992 (Fy=50 KSI) "S", "M", AND "HP" SHAPES................ASTM. A36. (Fy=36 KSI ) ALL TUBES...........................................ASTM A500, CLASS B (Fy=46 KSI) ALL PIPES............................................ASTM. A53, TYPE E GRADE B (Fy=35 KSI) CHANNELS, ANGLES, AND PLATE...ASTM A36 (Fy=36 KSI )

c. SHOP CONNECTIONS MAY BE BOLTED OR WELDED.

d. FIELD CONNECTIONS MAY BE BOLTED OR WELDED.

1) BOLTED USING 3/4"DIA H.S. BOLTS - A.S.T.M. A325-N, FULLY TENSIONED.

2) WELDING IN ACCORDANCE WITH AMERICAN WELDING SOCIETY

e. ALL WELDING SHALL BE MADE WITH E-70 OR SAW-2 ELECTRODES.

f. FABRICATION/ERECTION INSPECTION AND TESTING LISTED IN THE QUALITY CONTROL

SPECIFICATIONS. VERIFICATION INSPECTION OF BOLTS AND WELDS SHALL BE DONE BY AN

INDEPENDENT TESTING AGENCY. VERIFICATION FIELD INSPECTION SHALL INCLUDE THE

FOLLOWING WITH THE RESULTS SUBMITTED TO THE ARCHITECT.

1) BOLTS: 20% OF ALL FIELD BOLTS MINIMUM 2 PER CONNECTION.

2) WELDING: VISUAL INSPECTION OF ALL WELDS.

NON DESTRUCTIVE ULTRASONIC TESTING FOR FULL PENETRATION WELDS.

MAGNETIC PARTICLE TESTING OF 20% OF FILLET WELD LENGTHS.

g. SUBMIT ALL FABRICATION DETAILS FOR APPROVAL PRIOR TO FABRICATION.

h. CUTTING OF HOLES THROUGH STRUCTURAL STEEL IN THE FIELD WILL NOT BE PERMITTED

UNTIL REVIEWED BY THE STRUCTURAL ENGINEER.

i. ALL STEEL SHALL BE SHOP PRIMED EXCEPT STEEL TO RECEIVE FIREPROOFING, GALVANIZED, OR ENCASED IN CONCRETE.

3. MISCELLANEOUS

a. ROOF AND FLOOR DECKS - ACCORDING TO STEEL DECK INSTITUTE DESIGN MANUAL FOR

FLOOR AND ROOF DECK, LATEST REVISION.

b. SHORE ALL COMPOSITE DECKS AS REQUIRED BY MANUFACTURER.

c. CONCRETE ON METAL DECK SHALL BE PLACED TO THE MINIMUM THICKNESS SHOWN.

CONTRACTOR SHALL BECOME FAMILIAR WITH THE DEFLECTION CHARACTERISTICS OF

STRUCTURAL FRAME AND DECKING AND INCLUDE ADDITIONAL CONCRETE DUE TO

DEFLECTIONS IN CALCULATING QUANTITIES OF CONCRETE FOR SLAB.

GENERAL NOTES

OCCUPANCY CATEGORY I.B.C. 2006 & ASCE 7 SECTION 1

OFFICE< 300 PEOPLE II

LIVE LOAD I.B.C. 2006

FLOOR LIVE LOAD 100 psf STAIRS & LOBBY 100 psf ROOF LIVE LOAD 30 psf + DRIFT

WIND LOAD ASCE 7/2005 SECTION 6

EXPOSURE B

BASIC VELOCITY 90 mph

IMPORTANCE FACTOR 1.0

DRIFT LOAD ASCE 7/2005 SECTION 7

GROUND SNOW (Pg) 25 psf

IMPORTANCE FACTOR 1.0

EARTHQUAKE LOAD ASCE 7/2005 SECTION 11-12

IMPORTANCE FACTOR 1.0

SPECTRAL RESPONSE SDS=.183

COEFFICIENTS SD1=..124

SITE CLASS B

DESIGN CATEGORY A

ANALYSIS PROCEDURE LATERAL FORCE

5. DESIGN LOADS

ONE ANGLE REQUIRED FOR EVERY 4" OF WALL

THICKNESS. END BEARING 4 1/2" MIN. OR 1" PER

FOOT OF OPENING. LONG LEG OF ANGLE

VERTICAL. ANGLES WELDED BACK TO BACK.

ALL EXTERIOR LINTELS TO BE HOT DIPPED

GALVANIZED.

ANGLE SIZE

1-L4 X3 1/2 X5/16

1-L6 X3 1/2 X5/16

FOR 10" CMU - HORZ. LEGS = 4" MIN. (2X)

OPENING

TO 5'-0"

7'-0" TO 10'-0"

LOOSE ANGLE LINTEL SCHEDULE

NON BEARING MASONRY WALLS

1-L5 X3 1/2 X5/16 5'-0" TO 7'-0"

AT ROOF

FOR OPENINGS LARGER THAN 12" SQUARE NOT SHOWN ON DWGS.

COORDINATE OPENINGS WITH MECHANICAL DRAWINGS

BEAM

BEAM

SADDLE Ls 6 X 4 X3/8

LSV 1/4" TEFLON PAD

HSS18X6X1/2

W10X49

PLATE 1/2" X 12"H X 8"W

BOTH SIDES - TYPICAL

THRU BOLTS

W/ SLOTTED

CONN.

7 5/8"

ERECTION SPACE

INFILL WITH STEEL FINGER SHIMS

AFTER STEEL ERECTION

CJP, TYP

HSS18X6X1/2

HSS6X6

PLATE 1/2" X 12"H X 8"W

BOTH SIDES - TYPICAL

THRU BOLTS

7 5/8"

/2

ERECTION SPACE

INFILL WITH STEEL FINGER SHIMS

AFTER STEEL ERECTION

9 5/8"

CJP, TYP

1/4" TEFLON PADS

1/2" PL

10 1/8"

1/2"1/2"

1"

W (SEE PLAN)

W (SEE PLAN)

1/

2" 4"

1/

2"

1' -0

NEW POST

W10X54

1/2" PLATE-B.S.

ALLOW FOR ERECTION

CLEARANCE

1" THICK BASE PLATE

REMOVE PORTION

OF EXIST. CONCRETE

FLOOR SLAB TO ATTACH

NEW POST

(4) - 3/4"Ø A325 BOLTS

IN VERTICAL SLOTS

1/4

1/4

1/4

1/4

W8,W10,C8,C10 2

MINIMUM SHEAR CAPACITIES

ROLLED SECTIONS

15 W8 - W10 2 15

BEAM TO

BEAM CONN.

MIN #

ROWS

kips

BEAM TO COLUMN

CONN.

MIN #

ROWS

kips

W12 - W14 3 30 W12 - W14 3 30

4 40 W16 4 50

5 50 W18 5 70

6 60 W21 6 100

7 70 W24 - W27 7 120

8 80 W30 - W33 8 140

9 90 W36 9 170

NOTES

a. SHEAR CONNECTION FOR GRAVITY LOADING ONLY UNLESS NOTED ON DRAWING

(SEE LEGEND). MOMENT CAPACITIES VARY AS SHOWN.

b. CONNECTION TO CONTAIN MINIMUM NUMBER OF BOLT ROWS SHOWN UNLESS

SPECIFIC DETAILING REQUIREMENTS JUSTIFY MODIFICATION.

c. CONNECTION CAPACITIES SHOWN USE ASD DESIGN LOADING AND ARE FOR USE IN

SPECIFIC DETAIL CASES NOT SHOWN ON DRAWING.

d. BEAM TO BEAM CONNECTIONS CAPACITIES BASED ON 5/16" SINGLE SHEAR PLATES WITH 3/4"∅ A325-N BOLTS IN SSLT HOLES PER AISC TABLE 10-9a

e. BEAM TO COLUMN CONNECTIONS SHALL BE 3/8" THICK DOUBLE ANGLE WITH MIN.

ROWS SHOWN, UNLESS SPECIFIC DETAILING REQUIREMENTS JUSTIFY MODIFICATION.

CAPACITIES BASED ON AISC TABLE 10-2 CASE II.

f. PROVIDE PLATE WASHERS AT ALL SLOTTED HOLES.

W16

W18

W21

W24 -W27

W30 - W33

W36 2nd Flr - Building 30

1197' - 6 5/8"

F

HSS8X4X3/8

HSS4X2X1/4

10"

EXP. JT.

2"

EOS

4"

/4

/4

W18X50

W21X50

EXIST.

EXIST.

1'-8"

COMPOSITE SLAB "A"

EXIST. CONCRETE

FLOOR SLAB

POUR STOP

FACE OF BRICK BEYOND

PL 1/2"X8

CONT

BETWEEN

COLUMNS

4-18

F

B/O ROOF DECK

1206' - 11 5/8"

W8x31

HSS8X4X3/8

3"X18GA. ROOF DECK

LOOSE ANGLE LINTEL

SEE SCHEDULE

BUILDING 30

COLD FORMED

METAL HEADER

1'-8" 2" EJ

FACE OF BRICK

2nd Flr - Building 1

1193' - 1 3/8"

EA

W6X8.5

W10X54

HSS8X4X3/8

HSS8X4X3/8

10"

POUR STOP

/4

COMPOSITE SLAB "A"

PLATE 1/2"

NEW ARCHITECTURAL FLOOR

3-12

3-12

1'-0" 1'-0"

FACE OF BRICK BEYOND

Interm Elev Lobby - Building 30

1204' - 10 3/4"

EA

W10X54

W10X54

/4

3"X18GA.

ROOF DECK

HSS8X4X3/8

LOOSE ANGLE LINTEL

SEE SCHEDULE

1'-0"1'-10"

FACE OF BRICK

2" EJ

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F 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 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

SS0-101

646CA2500.23

JLMB

GENERAL NOTES &

SCHEDULES

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0" A

MECHANICAL OPENINGS

1 1/2" = 1'-0"

C

TYPICAL SHOE CONN. DETAIL - WF

1 1/2" = 1'-0" D

TYPICAL SHOE CONN. DETAIL - HSS

3/4" = 1'-0"

B

TYPICAL NEW POST CONNECTION

3/4" = 1'-0" E

SECTION @ FLOOR SLAB - BLDG 30

3/4" = 1'-0" F

SECTION @ ROOF DECK - BLDG. 30

3/4" = 1'-0" G

SECTION @ FLOOR SLAB - BLDG. 1

3/4" = 1'-0" H

SECTION @ ROOF DECK - BUILDING 1

F

F

6.5

6.5 x.1 x.1 x.2

6.1

6.1

EA

12.8

GROUND FLOOR EL. 1162'-10 5/8"

BASEMENT FLOOR EL. 1146'-10 5/8"

BUILDING 30

BUILDING 1 - AREA W

BASEMENT FLOOR EL. 1155' - 9 1/4"

GROUND FLOOR EL. 1163' - 6 5/8"

BRIDGE ABOVE

BRIDGE ABOVE

SS5-101

SS5-101

EXISTING FOOTING

A 3' X 3' X 24"

12 - #4 EW

F = 8 TSF [ORIGINAL]

BR

P = 82.4k

ORIGINAL

P

REVISED

f = 6 TSF B

BOF 1156.55 BOF 1143.88

EXISTING FOOTING

C 4' X 4' X 26"

17 - #5 EW

F = 8 TSF [ORIGINAL]

BR

P = 187k

ORIGINAL

P = 212k

REVISED

f = 6.6 TSF B

UNDERGROUND UTILITIES EXIST IN THIS LOCATION.

EXTREME CARE MUST BE EXERCISED.

HAND DIG AS REQUIRED TO ESTABLISH UTILITY EXACT LOCATION.

8'-7 1/4"37'-5 1/2"

41'-9 1/8"

NOTE:

CONTRACTOR SHALL HAVE A LICENSED SURVEYOR

VERIFY EXISTING DIMENSIONS, FLOOR ELEVATIONS,

AND FLOOR-TO-FLOOR HEIGHTS BEFORE ORDERING,

FABRICATING, OR DETAILING STRUCTURAL COLUMNS

AND HORIZONTAL FRAMING. THIS INFORMATION MUST

BE CONFIRMED AT LOCATIONS WHERE NEW FLOORS

MEET EXISTING.

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F 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 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

SS1-100

646CA2500.23

JLMB

GROUND / FOUNDATION

PLAN

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0"

GROUND FLOOR FOUNDATION PLAN

BUILDING 30

NOTE:

1. UTILITES AND STORAGE TANKS ARE LOCATED WITHIN THE PROJECT BOUNDRIES.

2. EXTREME CARE SHALL BE EXERCISED WITH HEAVY EQUIPMENT AND CRANES.

3.4

F

F

E

E

E.7 x.G x.J x.L

6.5 x.4 x.5 x.1 x.1 x.2

6.1

EA

12.8

12.8

SS1-101

SS3-102

8' - 7 1/4"

/4

H S

S

X 6X

1/

H S

S

X 6X

1/

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS6X6X3/8

H S

S 6X

6X 3/

HSS6X6X3/8

HSS18X6X1/2

/8

37' - 5 1/2"

'-1

5/

8"

1' - 8"

H S

S 6X

6 X 3/

HSS5X5X3/8

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 4X

2X 1/

HSS5X5X3/8

1'

-0

1' -1

1/

8"

95.00°

/8

HSS4X0.250

HSS4X0.250

HSS4X0.25

HSS4X0.250

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

EXIST W21X50

EXIST W21X50

EXIST W18X35

EXIST W18X35

EXIST W18X35

EXIST W21X50

EXIST W18X35

EXIST W18X35

EXIST W18X35

EXIST W18X35

EXIST W18X35

EXIST W21X50

EXIST W18X35

EXIST W18X35

EXIST W21X50

EXIST W21X50

EXIST

W10X22

EXIST W16X40

EXIST W16X40

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

W14X30

E X

IS

T

W X

5' - 11 1/4" 7' - 6"

7' - 6" 7' - 6"

SS3-102

SS3-101

SS3-101

SS5-101

HSS4X0.250

HSS4X

0.2

50 HSS4X0.250

HSS4

X0.

COMPOSITE SLAB "A"

C O

M P

O S

IT

E

S

LA

B

A

W10X54

NEW POST

W12X40

EXIST. COL.

W10X39

EXIST. COL.

W10X33

EXIST. COL.

W10X54

NEW POST

BUILDING 30

BUILDING 1

HSS18X6X1/2

(TYPICAL U.N.O.)

(TYPICAL U.N.O.)

(EXIST.)

NORTH

SOUTH

EAST

WEST

2ND FLOOR

EL. 1197'-6 5/8"

FINISHED FLOOR

EL. 1195'-10 1/8"

FINISHED FLOOR

EL. 1194'-3 3/8"

W10X54

HSS8X4X3/8

(LO-NEW)

G

SS0-101

W6X8.5

(HI-NEW)

R=20k @ EA. END

4' - 0"

H S

S 8X

4X 3/

H S

S 8X

4X 3/

HSS8X4X3/8

1'-6"

3' - 0"

W 8x

W8x31

.0

0°

1'-4"

E

SS0-101

SS1-101

40'-0"9'-10" 20'-0"

E X

IS

T

W X

E X

IS

T

W X

EXIST W16X40

EXIST W16X40

W 8X

W 8X

VIF

7'-5"

VIF

7'-4"

VIF

5'-3"

V

IF

C8X11.5

V

IF

/2

/4

NEW CONCRETE

& DECK INFILL

R=23k @ EA. END

C8X11.5

H

SS6X

6X 3/

8H S

S X

.2

HSS4X0.250

HSS

4X

0.

Interm Elev Lobby - Building 30

1204' - 10 3/4"

2nd Flr - Building 1

1193' - 1 3/8" x.1 12.8

8'-7 1/4"

HSS8X4X3/8

H S

S

X 6X

1/

H S

S

X 6X

1/

H S

S

X 6X

1/

H S

S

X 6X

1/

HSS8X4X3/8

/4

/4

COMPOSITE SLAB "A"

HSS5X5X3/8

HSS5X5X3/8

/4

3" X 18 GA. ROOF DECK

NOTE:

ALL TUBE STEEL CONNECTIONS

TO BE WELDED ALL AROUND-TYPICAL

LSV

LSV

LS

V

LS

V

LS

V

LS

V

L3x3x5/16 DECK SUPPORT

TYP

TYP

1/4

TYP

COMPOSITE SLAB "A"

5 1/4" THICK WITH 2" X 18 GA. COMPOSITE STEEL DECK AND

3 1/4" LWT. CONCRETE FILL. ONE LAYER OF W.W.F. 6 X 6 - W2.1

X W2.1 MINMUM 3 SPANS UNSHORED.

LEGEND

W16X31

XX (KIPS)

BEAM SIZE

SHEAR REACTION

(IF VALUE EXCEEDS SHEAR

TABLE ON DWG. SS0-101

MOMENT CONN.

(FULL ELASTIC MOMENT)

SHORE ALL COMPOSITE SLABS AS REQ'D. BY DECK MFR.

DECK MFR. MUST ADJUST NUMBER OF STUDS TO CONFORM

TO THEIR DECK PROFILE.

2nd Flr - Building 1

1193' - 1 3/8"

EA

W16X40

V

IF

/4

W16X40

W8X15C8X11.5

8'-3 1/2"

2'-2"

4 1/4"

EXIST.

EXIST.

1/4

COPE NEW BEAM TO EXIST.

TYP.

EXPANSION MAT'L.-TYP.

EXPANSION MAT'L.-TYP.

2" X 18 GA. COMPOSITE

STEEL DECK

EXIST. OPENING VIF

2'-8 3/4"

C8X11.5

NOTE:

CONTRACTOR SHALL HAVE A LICENSED SURVEYOR

VERIFY EXISTING DIMENSIONS, FLOOR ELEVATIONS,

AND FLOOR-TO-FLOOR HEIGHTS BEFORE ORDERING,

FABRICATING, OR DETAILING STRUCTURAL COLUMNS

AND HORIZONTAL FRAMING. THIS INFORMATION MUST

BE CONFIRMED AT LOCATIONS WHERE NEW FLOORS

MEET EXISTING.

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F 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 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

SS1-101

646CA2500.23

JLMB

FLOOR FRAMING PLAN

VAPHS UNIVERSITY DRIVE

1 & 30

1/8" = 1'-0"

BRIDGE FLOOR FRAMING PLAN

3/4" = 1'-0"

TYPICAL BRIDGE SECTION @ BLDG 30

BRIDGE FLOOR EL. VARIES

SEE PLAN FOR NEW FINISHED FLOOR ELEVATIONS

3/4" = 1'-0"

SECTION - CONCRETE SLAB INFILL

EXIST SLAB

CONTROL JOINT IN SLAB ON STEEL

DECK AT DECK DIRECTION CHANGE

F

F

E.7 x.3

6.5 x.1 x.1 x.2

6.1

EA

12.8

SS1-101

SS3-102

/4

8' - 7 1/4"

95.00°

HSS18X6X1/2

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 8X

6X 3/

7' - 6" 7' - 6"

7' - 6" 5' - 11 1/4"

/8

/8

HSS8X6X3/8

H S

S 8X

6X 3/

H

S S

X

6X 1/

H S

S

X 6X

1/

HSS8X6X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

W12X40

W10X33

W10X39

HSS5X5X3/8

SS3-102

SS3-101

SS3-101

HSS6X6X3/8

HSS4X0.250

HSS4X0.250

HSS4X

0.2

HSS4X0.250

HSS4X

0.2

50 HSS4X0.250 HSS4

X0.

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

3"X18 GA. ROOF DECK

3" X

G

A

R O

O F

D E

C K

EXIST. COL.

W10X54

NEW POST

EXIST. COL.

EXIST. COL.

W10X54

NEW POST

BUILDING 30

BUILDING 1

HSS18X6X1/2

(TYPICAL U.N.O.)

HSS4X0.250

NORTH

SOUTH

EAST

WEST

H S

S 8X

4X 3/

4' - 0"

W10X54 NEW

W

X

TRIM & CONNECT EXIST. BEAM TO NEW BEAM AS REQ'D

HSS8X4X3/8

H S

S 8X

4X 3/

C8X11.5

C 6X

8.

C 6X

8.

26"

6"

1'-3 5/8"4'-0"3'-3 5/8"

1'-6"

W 8x

HSS4X2X1/4

HSS4X2X1/4

.0

0°

/4

F

SS0-101

H

SS0-101

R=6k@ EA. END

R=5k @ EA. END

W8x31

HSS4

X0

.2

HSS4X0.250

TYP

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F 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 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

SS1-102

646CA2500.23

JLMB

ROOF FRAMING PLAN

VAPHS UNIVERSITY DRIVE

1 & 30

1/8" = 1'-0"

BRIDGE ROOF FRAMING PLAN

BRIDGE-3D VIEW

2nd Flr - Building 30

1197' - 6 5/8"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

2nd Flr - Building 1

1193' - 1 3/8"

7' - 6"7' - 6"7' - 6"

90.00°

/4

/4

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

HSS6X6X3/8

HSS18X6X1/2

HSS18X6X1/2

HSS8X4X3/8

HSS8X4X3/8

W10X54

NEW POST

HSS4X0.250

BRACE-TYP.

HSS4X0.250

HSS8X6X3/8

COMPOSITE

SLAB "A"

CRUCIFORM -SEE SS5-101

COMPOSITE

SLAB "A"

3"X18 GA.

ROOF DECK

2' -8

/4

BRACE-TYP.

SS3-101

E

SS3-101

F

SS3-101

G

SS3-101

H

FINISHED FLOOR

EL. 1195'-10 1/8"

BUILDING 30

3/4"

3/4"

TOWER

ALL TOWER CONNECTIONS

TO BE WELDED

W8x31

W8x31W8x31

2nd Flr - Building 30

1197' - 6 5/8"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

B/O ROOF DECK

1206' - 11 5/8"

B/O ROOF DECK

1206' - 11 5/8"

2nd Flr - Building 1

1193' - 1 3/8"

W12X40

7' - 6"7' - 6"7' - 6"

HSS18X6X1/2

HSS18X6X1/2

HSS6X6X3/8

HSS8X6X3/8

/4

/4

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

COMPOSITE

SLAB "A"

3"X18 GA.

ROOF DECK

HSS6X6X3/8

HSS8X6X3/8

HSS8X4X3/8

HSS8X4X3/8

EXIST. COL.

CRUCIFORM -SEE SS5-101

2' -8

/4

W12X79

EXIST. COL.

W21X50

HSS4X0.250

BRACING - TYP.

SS3-101

A

SS3-101

B

SS3-101

C

SS3-101

D

FINISHED FLOOR

EL. 1195'-10 1/8"

BUILDING 30

4' - 0"

1 3/8"

C8X11.5 C6X8.2C6X8.2

T O

T /R

O O

F D

E C

K

T Y

P A

T T

O W

E R

'-1

/8

TOWER

ALL TOWER CONNECTIONS

TO BE WELDED

2nd Flr - Building 1

1193' - 1 3/8"

HSS18X6X1/2

HSS6X6X3/8

2' -8

/4

HSS6X6X3/8

COMPOSITE SLAB "A"

1/

4" x.1

CJP

PLATE 1/2" B.S.

SEE D/SS0-101

3/4" THRU BOLTS

PLATE 1/2"

1'-1"

HSS6X6X3/8

1' - 6"

HSS8X4X3/8

1/4" COVER PLATE

1/4

1/2"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

HSS18X6X1/2

HSS8X6X3/8

3" ROOF DECK

x.1

CJP

HSS6X6X3/8

PLATE 1/2" B.S.

SEE D/SS0-101

3/4" THRU BOLTS

PLATE 1/2"

1'-6"

HSS8X4X3/8

1/4" COVER PLATE

1/4

1'-1"

HSS6X6X3/8

1/2" 2"4 1/2"

2"

2nd Flr - Building 30

1197' - 6 5/8"

W21X50

HSS18X6X1/2

W12X79

EXIST. COL.

W12X40

EXIST. COL.

COMPOSITE SLAB "A"

EXISTING

FLOOR SLAB

F

1'-8"

W10X49

FACE OF BRICK

EXIST W18X50

1/4"

1"

PLATE 1/2" B.S.

SEE C/SS0-101

CJP

THRU BOLTS

TEFLON PAD

HSS8X4X3/8

(2) 5/8" STIFF. PL. B.S.

3'-8"

1/4" COVER PLATE END

1/4

TYP

10"

EXIST. COL.

HSS18X6X1/23" ROOF DECK

F

HSS8X4X3/8

FACE OF WALL

1'-8" VIF

W10X49

PLATE 1/2" B.S.

SEE C/SS0-101

THRU BOLTS

TEFLON PAD

(2) 5/8" STIFF. PL. B.S.

MAX

1"

1/4

TYP

1/4" COVER PLATE END

& B.S. - AESS (TYP)

10"

CJP

2nd Flr - Building 30

1197' - 6 5/8"

W10X54

NEW POST

HSS18X6X1/2

COMPOSITE SLAB "A"

EXISTING

FLOOR SLAB

W18X50

(EXIST.)

1'-3"

W10X49

HSS4X2X1/4

F

FACE OF BRICK

TEFLON PAD

HSS8X4X3/8

PLATE 1/2" B.S.

SEE C/SS0-101

THRU BOLTS

CJP

1"

W8x31

1" BASE PLATE

SEE CONN. DETAIL

B/S00-101

8"

1/2" STIFF. PL.

1'-8"

1/4

HSS18X6X1/2

W10X54

NEW POST

3" ROOF DECK

F

1'-8"

HSS8X4X3/8

FACE OF BRICK

W10X49 10"

THRU BOLTS

TEFLON PAD

PLATE 1/2" B.S.

SEE C/SS0-101

CJP

(2) 5/8" STIFF. PL. B.S.

1" W8x31

SEE CONN. DETAIL

B/SS0-101

1/4

BOTH SIDES

1/2" END PALTE

HSS6X6X3/8

HSS18X6X1/2

COMPOSITE

SLAB "A"

HSS6X6X3/8

POST

HSS6X6X3/8

HSS8X4X3/8

PLATE 1/2" B.S.

SEE D/SS0-101

THRU BOLTS

2'-3"

1'-1"

1/2" PLATE

COMPOSITE SLAB "A"

1/4

1/4" COVER PLATE

CJP

Interm Elev Lobby - Building 30

1204' - 10 3/4"

HSS6X6X3/8

HSS8X6X3/8

HSS18X6X1/2

3" ROOF DECK

PLATE 1/2" B.S.

SEE D/SS0-101

THRU BOLTS

1/2" PLATE

HSS6X6X3/8 1'-1"

1/4

1/4" CAP PL.-TYP

1/4" CAP PLATE

1/2"

CJP

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F 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 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

SS3-101

646CA2500.23

JLMB

ELEVATIONS

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

NORTH ELEVATION

3/4" = 1'-0" A

CONNECTION DETAIL "A" NORTH

ELEVATION

3/4" = 1'-0" B

CONNECTION DETAIL "B" NORTH

ELEVATION

3/4" = 1'-0" C

CONNECTION DETAIL "C" NORTH

ELEVATION

3/4" = 1'-0" D

CONNECTION DETAIL "D" NORTH

ELEVATION

3/4" = 1'-0" E

CONNECTION DETAIL "E" SOUTH

ELEVATION

3/4" = 1'-0" F

CONNECTION DETAIL "F" SOUTH

ELEVATION

3/4" = 1'-0" G

CONNECTION DETAIL "G" SOUTH

ELEVATION

3/4" = 1'-0" H

CONNECTION DETAIL "H" SOUTH

ELEVATION

2nd Flr - Building 1

1193' - 1 3/8"

2nd Flr - Building 1

1193' - 1 3/8"

EA

SS1-101

7' - 6"7' - 6"7' - 6 5/8"

2'

/4

HSS8X6X3/8

HSS6X6X3/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

HSS18X6X1/2

HSS18X6X1/2 HSS8X4X3/8

COMPOSITE

SLAB "A"

3"X18 GA.

ROOF DECK

HSS8X4X3/8

HSS4X0.250

(BRACING TYP.)

1' - 10"

HSS8X6X3/8

HSS6X6X3/8

5 1/4"

W10X33

EXIST. COL.

W24X94

W18X60

SS3-102

J

4 3/4"

SS3-102

K

SS3-102

L

SS3-102

M

FINISHED FLOOR

EL. 1194'-3 3/8"

BUILDING 1

FINISHED FLOOR

EL. 1195'-10 1/8"

TOWER

ALL TOWER CONNECTIONS

TO BE WELDED

Interm Elev Lobby - Building 30

1204' - 10 3/4"

2nd Flr - Building 1

1193' - 1 3/8"

2nd Flr - Building 1

1193' - 1 3/8"

EA

SS1-101

2' -8

/4

1'-0"

31'-10 5/8"

32'-10 5/8"

1'-10"

1/

4"

30'-0 5/8"

7'-6" 7'-6" 7'-6" 7'-6 5/8"

HSS18X6X1/2

1/

2"

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

HSS18X6X1/2

HSS8X4X3/8

HSS8X4X3/8

H S

S X

X

/8

HSS6X6X3/8

COMPOSITE

SLAB "A"

3"X18 GA.

ROOF DECK

HSS4X0.250

BRACING-TYP.

HSS4X0.250

BRACING-TYP.

W10X54

NEW POST

CRUCIFORM -SEE SS5-101

HSS8X6X3/8

1' -6

BASE PL. 1"X12"X12"

ON 1" THK. NON-SHRINK

GROUT-(4) 1" DIA. ANCHOR

BOLTS-TYPICAL

SS3-102

N

SS3-102

P

SS3-102

Q

SS3-102

R

FINISHED FLOOR

EL. 1195'-10 1/8"

FINISHED FLOOR

EL. 1194'-3 3/8"

BUILDING 1

W10X39

EXIST. POST

TOWER

ALL TOWER CONNECTIONS

TO BE WELDED

2nd Flr - Building 1

1193' - 1 3/8"

EA

HSS18X6X1/2

W10X33

EXIST COL.

W24X94

COMPOSITE SLAB "A"

W10X54

HSS8X4X3/8

1' - 0"

FACE/WALL

W10X49

PLATE 1/2"

(2) 5/8" STIFF. PL. B.S.

W6X8.5

(NEW -NO COL.CONN.)

THRU BOLTS

1/4" COVER PLATE

EXIST. FLOOR SLAB

TEFLON PAD

ARCHITECTURAL FLOOR

(NEW)

CJP

1"

PLATE 1/2"

NEW/EXIST. SLAB TYP.

9" 1"

1/4

BOTH SIDES

1/4

TYP

10"

DEMO CONCRETE AROUND

COLUMN FOR STIFFENER

PLATE INSTALLATION

Interm Elev Lobby - Building 30

1204' - 10 3/4"

EA

HSS18X6X1/2

EXIST

W18X60

W10X33

EXIST. COL.

3" ROOF DECK

1'-0"

FACE/WALL

W10X49

10"

PLATE 1/2" B.S.

SEE C/SS0-101

(2) 5/8" STIFF. PL. B.S.

THRU BOLTS

W10X54

TEFLON PAD

EXIST. ROOF SLAB

CJP

4"4"

1/2"

1"

1/4

TYP

1/4" COVER PLATE

2nd Flr - Building 1

1193' - 1 3/8"

HSS18X6X1/2

4 3/4" 5 1/4"

HSS6X6X3/8

COMPOSITE SLAB "A"

HSS6X6X3/8

PLATE 1/2" B.S.

SEE D/SS0-100

3/4" THRU BOLTS

PLATE 1/2"

HSS6X6X3/8

1/4" COVER PLATE -

AESS (TYP)

1'-1"

1/4"

CJP

HSS18X6X1/2

HSS8X6X3/8

HSS6X6X3/8

3" ROOF DECK

HSS6X6X3/8

PLATE 1/2" B.S.

SEE D/SS0-100

3/4" THRU BOLTS

PLATE 1/2"

2'-3 1/4"

1/4" COVER PLATE

HSS8X4X3/8

1'-1"

CJP

1/4

2nd Flr - Building 1

1193' - 1 3/8"

/4

HSS6X6X3/8

HSS6X6X3/8

HSS18X6X1/25

1/

4"

COMPOSITE SLAB "A"

POST

1' - 6"

HSS8X4X3/8

HSS6X6X3/8

PLATE 1/2" B.S.

SEE D/SS0-101

THRU BOLTS

1/2" PLATE

1' - 1"

1/4" COVER PLATE

1/4

CJP

HSS18X6X1/2

HSS6X6X3/8

HSS8X6X3/8

3" ROOF DECK

PLATE 1/2" B.S.

SEE D/SS0-101

THRU BOLTS

1/2" PLATE

1'-6"

1'-1"

HSS6X6X3/8

HSS8X4X3/8

1/4" COVER PLATE

CJP

1/4

2nd Flr - Building 1

1193' - 1 3/8"

EA

3/

4"

1/ 4"

HSS18X6X1/2

W10X54

NEW POST

HSS8X4X3/8

HSS5X5X3/8

W10X49

W10X39

EXIST. COL.

PLATE 1/2"

W/ TEFLON PAD B.S.

THRU BOLTS

TEFLON PAD

W10X54

W6X8.5

(NEW-NO COL. CONN.)

(NEW)

(2) 5/8" STIFF. PL. BOTH SIDES

CJP

1"

1/4" COVER PLATE

PLATE 1/2"

TYP. NEW/EXIST. SLAB

1/4

BOTH SIDES

L3X3X1/4 AS REQ'D

TO SUPPORT SLAB-WELD TO POST

FINISHED FLOOR

EL. 1194'-3 3/8"

10"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

EA

HSS18X6X1/2

W10X54

NEW POST

3" ROOF DECK

W10X49

PLATE 1/2" B.S.

SEE C/SS0-101

1'-0"

THRU BOLTS W10X54

EXIST W10X22

TEFLON PAD

(2) 5/8" STIFF. PL. B.S.

EXIST. ROOF SLAB

CJP

1"

PLATE 1/2"-CONT.

TRIM AT HSS 18

1/4

TYP

10"

1/4" COVER PLATE

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F 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 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

SS3-102

646CA2500.23

JLMB

ELEVATIONS

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0"

EAST ELEVATION/SECTION

1/4" = 1'-0"

WEST ELEVATION/SECTION

3/4" = 1'-0" J

CONNECTION DETAIL "J"-EAST

ELEVATION

3/4" = 1'-0" K

CONNECTION DETAIL "K"-EAST

ELEVATION

3/4" = 1'-0" L

CONNECTION DETAIL "L"-EAST

ELEVATION

3/4" = 1'-0" M

CONNECTION DETAIL "M"-EAST

ELEVATION

3/4" = 1'-0" N

CONNECTION DETAIL "N"-WEST

ELEVATION

3/4" = 1'-0" P

CONNECTION DETAIL "P"-WEST

ELEVATION

3/4" = 1'-0" Q

CONNECTION DETAIL "Q"-WEST

ELEVATION

3/4" = 1'-0" R

CONNECTION DETAIL "R"- WEST

ELEVATION

6.5 x.1

6.1

12.8

8'

/4

SS5-101

8'-7 1/4"

60" DIA. FOUNDATION PIER

@ 25'-0" DEEP

CONCRETE PIER

36" X 36"

4'-3 5/8" 4'-3 5/8"

4' -3

/8

4' -3

/8

.0

3'

- 0

" 3' - 0"

.6

.3

6.5 x.1

6.1

12.8

SS5-101

2'

- 0

5'

- 8

2' - 0"

6' - 5"

5' - 11 7/8"

5'

- 1

0 1 /2"

90.00°

.0

8'-7 1/4"

8'

/4

36" X 36"

CONCRETE PIER

HSS6X6X3/8

(TYPICAL)4

.3

.6

SLOPE TOP OF PIER CORNERS

TYPICAL

SS5-101

3' -0

3'-0"

#4 HAIRPINS W/ ALTERNATE

90°& 135° HOOKS

#4 TIES @ 16" O.C.

12 - #11 VERTICAL

ALL CORNERS TO BE

CHAMFERED-TYPICAL

V A

R

IE

S

2'-0"

#4 STIRRUPS @ 12" O.C.

5 -#6 TWO ROWS

TOP & BOTT.

ALL CORNERS TO BE

CHAMFERED-TYPICAL

Ground Floor - Building 30

1162' - 10 5/8"

2nd Flr - Building 1

1193' - 1 3/8"

Grd Floor

1163' - 6 5/8"

Mech. Rm. Floor

1160' - 0"

Basement - Building

1155' - 9 1/4"

2'

8"

1'

/4

36" X 36"

VARIES-SEE PLAN VARIES-SEE PLAN

8' -6

M

IN

3 SPA @ 4" 3 SPA @ 4"

5 -#6 TWO ROWS T & B

STD HOOK EACH END

TOP BARS

#4 STIRRUPS

@ 12" O.C.

#4

O .C

8' -6

C

O N

F

IN

E M

E N

T H

O O

P S

O

.C

8' -6

C

O N

F

IN

E M

E N

T H

O O

P S

12 -#11 VERT.

60" DIA.

@ 25'-0" DEEP

FULLY DEVELOP 12 -#11 PIER REBAR

INTO FOUNDATION PIER.

#4 TIES @ 16" O.C.

9 -#11 VERT.

#4 TIES @ 18" O.C.

E M

B E

D

1' -6

HSS6X6X3/8HSS6X6X3/8

PIER

FOUNDATION

PIER

BEAMBEAM

2' -1

5/

8" 4'

-2

/4

SLOPE TOP OF FOUNDATION

180 DEGREE

HOOK TYP

B/SS5-101

C /S

S -1

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F 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 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

SS5-101

646CA2500.23

JLMB

CRUCIFORM PLAN &

DETAILS

VAPHS UNIVERSITY DRIVE

1 & 30

1/2" = 1'-0"

CRUCIFORM FOUNDATION PLAN

1/2" = 1'-0"

CRUCIFORM PLAN AT TOP

3/4" = 1'-0" B

PIER DETAIL

3/4" = 1'-0" C

BEAM DETAIL

TOP OF CAISSON EL. 1162'-10 5/8"

1/2" = 1'-0"

CRUCIFORM SECTION