Attachment 11 - 35_ Drawings - 612-165_12182019_Part2.pdf

1/2" x 1" DEEP

SAW-CUT JOINT

1/2" x 1" DEEP

SAW-CUT JOINT

2 x 2 KEYWAY 1'-0"

6" CONC DRIVE SLAB

(TO STREET) WITH #3 AT

16" OC, EACH WAY

(3) #4 x CONT.

GRADE SLAB

#4 x 4'-0" @ 12" OC, CENTERED ON JOINT. GREASE

AND WRAP ONE HALF OF THE

BAR (PARKING RAMP SIDE)

1/2" JOINT FILLER

DRIVEWAY PARKING RAMP

1'-0"

6" WIDE x CONT. 12 GA

GALVANIZED SHEET METAL

STRIP, TYP

WATERPROOFING REQUIRED

AT SOIL RETAINING

CONDITION. SEE ARCH SPEC'S

3/4" RAKED

JOINT EACH SIDE

VERT WALL

REINF TYP

BACKER ROD

EACH SIDE

SILICONE SEALANT

EACH SIDE

NOTE:

1. LOCATIONS OF ALL CONTROL JOINTS MUST

BE VERIFIED WITH THE ENGINEER. MAX

SPACING NOT TO EXCEED 24'-0" UNO

NOTE 3

REFER TO FOOTING SCHEDULE ON S-303 FOR

ELEVATOR MAT THICKNESS AND REINFORCING

#4 @ 12" EF

#5 @ 12" EF

GRADE SLAB

CONCRETE WALL

THICKNESS

SAME AS CMU

WALL ABOVE

NOTE 1

EL TOP OF FTG

SEE PLAN /S-101

WATERPROOFING

1" CLR

2" CLR

2'-0"

3" CLR

C L R

C L R

#6 @ 12" EW

TOP AND BOT

HYDRAULIC ELEVATORS: PROVIDE HOLE FOR

JACK. VERIFY OPENING SIZE AND LOCATION

WITH ELEVATOR SHOP DRAWINGS

NOTE:

1.

2.

SEE ARCH

GRADE SLAB

1/2" COMPRESSIBLE

JOINT FILLER

/2

CONC. CURB WITH

#4 @ 18" EACH WAY

AT MID-DEPTH

1'-0"

CONCRETE

COLUMN

CONCRETE

BUMPER WALL

2" SEPARATION TYP

MAIN REINFORCING

CONTINUOUS THROUGH JOINT

IF MAIN REINFORCING IS

DISCONTINUOUS ADD DOWELS

TO MATCH MAIN REINFORCING

ADD DOWELS IF REQUIRED TO

MATCH MAIN REINFORCING

(SIZE, NUMBER AND SPACING)

KEY TO BE

CONTINUOUS

CJ LOCATION TO BE

APPROVED BY SEOR

1 1/2"

D

2'-0" MIN

40 BAR DIAMETERS

2'-0" MIN

40 BAR DIAMETERS

CONDUIT OR PIPE

2'-0" WIDE CONT STRIP

OF SLAB REINFORCING

AT INTERSECTION OF

CONDUIT OR PIPES,

EXCAVATE AS REQUIRED

TO PROVIDE

3" CONCRETE PROTECTION

S E

E P

L A

N S

U B

-G R

A D

E

M

IN

M

IN

TOP OF GRADE BEAM

REINFORCING TO

BE SAME SIZE AND

NUMBER AS GRADE

BEAM BARS

MAX

2'-8"

M A

X T

Y P

S E

E S

C H

E D

D E

P T

H

S E

E S

C H

E D

D E

P T

H

/2

C L R

3" C

LR

M

IND

E P T H

MIN

4'-0"

3" CLR

30 BAR DIA

T Y

P

C

L R

GRADE BEAM FOR

REINFORCING SEE

SCHEDULE

BEGINNING OF

STEPPED GRADE BEAM

30 BAR DIA

WATERPROOFING REQUIRED

AT SOIL RETAINING CONDITION.

SEE ARCH SPEC'S

END OF WALL VERT REINF

TYP EACH SIDE OF JOINT

6" WIDE x CONT 12 GA

GALVANIZED SHEET METAL

STRIP, TYP PROVIDE HILTI X-C

SHOT PINS @ 16"OC ONE SIDE

BACKER ROD

SILICONE SEALANT

NOTE:

DISCONTINUOUS

1/2" EXPANSION JOINT

HORIZ REINF

1. LOCATION OF ALL EXPANSION JOINTS MUST BE

VERIFIED WITH THE ENGINEER. MAX SPACING NOT

TO EXCEED 60'-0" UNO.

V-GROOVE

JOINT SPACING: 10'-0" OR

WALL HEIGHT, WHICHEVER IS

SMALLER, AND NO MORE

THAN 10' -0" FROM CORNER.

CUT EVERY OTHER

HORIZ. BAR AT JOINT

EXCEPT TOP AND

BOTTOM BARS OF WALL

6" WIDE x CONT 12 GA

GALVANIZED SHEET

METAL STRIP. TYP

WATERPROOFING

REQD AT SOIL

RETAINING

CONDITION. SEE

ARCH SPEC'S

EXTEND

TOP AND

BOT BARS

AND EVERY

OTHER

HORIZ BAR

AT JOINT

1 1/2"

1'-0" LAP

1 1/2"

(3) #4 x CONT

PAVING

GRADE SLAB

1'-0"

4"

END OF

WALL OR

JAMB

E Q

E Q

HOOK END

HOOK END

END OF

WALL OR

JAMB

4"

NOTES:

SINGLE ROW OF VERTICAL REINFORCING

VERTICAL REINFORCING EACH FACE

GROUT ALL CELLS FULL, UNLESS OTHERWISE NOTED.

CORNER CONDITIONS SAME AS 1/SE-003.

LAP SPLICE LENGTH, SEE SCHEDULE ON SE-003.

GENERAL NOTES, SEE SE-001.

1.

2.

4.

3.

/4

/4

1'-0"

V A

R

IE

S

ADD (1)#4 T&B

ADD #4 @12" OC

SLAB-ON-GRADE

PREMOLDED

EXPANSION JOINT

ALL AROUND

1'-0" TYP

MECHANICAL OR

ELECTRICAL EQUIPMENT

SEE MECH/ELEC

DRAWINGS

#4 @ 12" EACH

WAY, TOP & BOT

1" CLEAR

MAX

1'-0" COIL LOOP INSERT

C L E

A R

FILL WITH

CONTINUOUS

SEALANT AND

BACKER ROD,

TYP

CONCRETE BEAM

ELEVATIONSECTION

C L E

A R

M

IN

COIL LOOP INSERT WITH

5/8" DIA x 30" THREADED

BAR, SPACING TO MATCH

WALL VERT REINF

SOFFIT OF CONC SLAB

OR BOTTOM OF BEAM

CONCRETE BLOCK WALL

CONTINUOUS SEALANT

AND BACKER ROD EACH

SIDE SEE ARCH FOR

FIRE RATING

3" DIA x 12" RUBATEX

AROUND DOWELS

BEAM

WHERE

OCCURS

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - TYPICAL SLAB

AND WALL DETAILS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

ET AME

612-165

SE301

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

SLAB CONSTRUCTION AND CONTROL

JOINT

3/4" = 1'-0"18

EDGE OF SLAB DETAIL

3/4" = 1'-0"16

MASONRY WALL CONTROL JOINT

3/8" = 1'-0"15

TYPICAL ELEVATOR PIT DETAIL

3/4" = 1'-0"14

CURB/PAD DETAIL

3/4" = 1'-0"13

COLUMN/WALL SEPARATION PLAN

3/4" = 1'-0"12

CONSTRUCTION JOINT AT CONT

FOOTING

3/4" = 1'-0"9

THICKENED SLAB DETAIL

3/8" = 1'-0"7

TYPICAL STEPPED FOOTING DETAIL

3/4" = 1'-0"6

MASONRY WALL EXPANSION JOINT

DETAIL

3/4" = 1'-0"10

CONCRETE WALL VERTICAL

CONSTRUCTION / CONTROL JOINT

3/4" = 1'-0"5

EDGE OF SLAB DETAIL

3/4" = 1'-0"3

TYP CMU WALL REINFORCING DETAILS

3/4" = 1'-0"17

STEPPED SLAB DETAIL

3/4" = 1'-0"2

CONCRETE PAD DETAIL

3/4" = 1'-0"1

WALL PERMANENT RELEASE DETAIL

Revisions: Date:

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

CABLE RAILS

SEE 1/S-523

CONC COLUMN

BEYOND

SLAB ON

GRADE

FOOTING,

SEE PLANS

ALTERNATE HOOKS

SPREAD FOOTING

BEYOND

1/2" ASPHALT

FILLER TYP, ALL

WALLS

D E

P T

H

C L R

WIDTH

EL TOP OF FTG

SEE FOUNDATION PLAN

V A

R

IE

S

-0

T O

F L

O O

R H

E

IG

H T

#5 x 24"

24"

@ 16"

8" CONCRETE

WALL

DOWEL SIZE AND

SPACING SHALL MATCH

WALL VER REINF

WATERPROOFING

AND BACKFILL SEE

NOTE 11.C.5 ON S-001

3 1/2"

NOTE:

HORIZONTAL REINFORCING

BARS DO NOT NEED TO

EXTEND INTO CONC. COLUMNS

CONSTRUCTION SEQUENCE:

1. PLACE WALL - BRACE AS REQUIRED

PLACE LOWER GRADE SLAB

SHORE WALL AS REQUIRED

REMOVE SHORES WHEN CONCRETE

STRENGTH REACH THAT SPECIFIED

2.

3.

4.

5.

6.

PLACE UPPER GRADE SLAB

BACKFILL WALL

CABLE RAILS

SEE 1/S-523

CONC COLUMN

BEYOND

SLAB ON

GRADE

FOOTING, SEE

PLANS

ALTERNATE

HOOKS

SPREAD

FOOTING

BEYOND

8" CMU WALL WITH

#6 @ 16" VERT

AND #5 @ 16"

HORIZ

1/2" ASPHALT

FILLER TYP,

ALL WALLS

D E

P T

H

C L R

WIDTH

EL TOP OF FTG

SEE FOUNDATION PLAN

T O

V A

R

IE

S

EQ EQ

GAP

1"

EL TOP OF FTG

SEE FOUNDATION PLAN

4' - 0" 2' - 0"

/4

WATSON JEENE FW2

EXPANSION JOINT,

SEE 10/S-003

GRADE SLAB

(2) #4 CONT BEHIND

PT TENDON

PT SLAB

1/2" ASPHALT FILLER

GRADE SLAB

#5 x 24"

24"

@ 16"

WATERPROOFING & BACKFILL

SEE SOILS REPORT

12" CMU WALL

WITH #7 @ 16"

VERT AND #5 @ 16"

HORIZ

DOWELS #6 x 36 @ 16"

FOOTING, SEE PLANS

ALTERNATE HOOKS

WIDTH

D E

P T

H

EQ

EQ

2 1/2" MAX

O"

CONSTRUCTION SEQUENCE:

1. PLACE WALL - BRACE AS REQUIRED

PLACE LOWER GRADE SLAB

SHORE WALL AS REQUIRED

REMOVE SHORES WHEN CONCRETE

STRENGTH REACH THAT SPECIFIED

2.

3.

4.

5.

6.

PLACE UPPER GRADE SLAB

BACKFILL WALL

6" 3'-6"

#3@12"OC EW

#3 DOWELS @ 12"OC EW

EL TOP OF FTG

SEE FOUNDATION PLAN

GROUT CORES SOLID

PT SLAB

8" CMU WITH

#5 @ 16" VERT AND

#5 @ 16" HORIZ

3' - 0" WASH

EQ EQ

GRADE SLAB

FOOTING

SEE PLANS

WIDTH ALTERNATE HOOKS

DOWEL SIZE AND

SPACING SHALL MATCH

WALL VERT REINF

D E

P T

H

GRADE SLAB

CONT BACKER ROD

AND SEALANT EACH

SIDE

C L R

M

IN

COIL LOOP INSERT

SEE 3/S-002

RELEASE JOINT,

SEE 3/S-002

M

IN

1'-0"

M

IN

M

A X

(1)#4

#4 @ 12"OCSLAB-ON-GRADE,

SEE PLAN

#4 @ 12"OC

(2)#4

M

IN

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - FOUNDATION

DETAILS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

Checker Author

612-165

SE302

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

Revisions: Date:

3/4" = 1'-0"2

CURB AT RAMP AND WALL DETAIL

3/4" = 1'-0"3

CURB AT RAMP AND WALL DETAIL

3/4" = 1'-0"4

(LOAD BEARING ONLY) WALL/SLAB

DETAIL

3/4" = 1'-0"5

(NON LOAD BEARING) MASONRY WALL

DETAIL

3/4" = 1'-0"1

THICKENDED SLAB EDGE DETAIL

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins

ALTERNATE

HOOKS

GRADE

SLAB

WIDTH

EL TOP OF FTG

SEE FOUNDATION PLAN

CONC

FOOTING

1/2" ASPHALT FILLER

TYP ALL WALLS

GRADE SLAB

DOWEL SIZE AND

SPACING SHALL MATCH

WALL VERT REINF

WHERE OCCURS

3'-0" WASH

T Y

P

C

L R

L A

P D

E P

T H

EQ EQ

NOTE 2

N O

T E

LENGTH

W

ID

T H

PLAN VIEW

SQUARE FOOTING

5'-0"

NOTE 3

N O

T E

= FOOTING

BAND LENGTH

SEE PLAN

WIDTH (LENGTH)

PLAN VIEW

RECTANGULAR FOOTING

SECTION

MIN

D/2

MIN

D/2

DOWELS - SEE COLUMN

FOOTING SCHEDULE

ON SHEET S-610

1/2" ASPHALT FELT

AROUND COLUMN

TYPICAL

CIP CONC FOOTING -

SEE SCHEDULE FOR

SIZE AND REINF

D /2

O R

M

IN

D E

P T

H

EL TOP OF FTG

SEE PLAN

CONTRACTOR

OPTION:

FOOTING MAY BE

FORMED LEVEL

WALL FOOTING AND TIE BEAM SCHEDULE

MARK

WIDTH

(FT)

DEPTH

(FT)

LONGITUDINAL REINFORCING TRANSVERSE REINFORCING

TOP BOT

STIRRUPS

NOTES:

1. CONCRETE STRENGTH F'c = (SEE GENERAL CONCRETE NOTES)

2. LONGITUDINAL REINFORCEMENT TO PASS THRU SPREAD FOOTING/PILE CAPS/FOUNDATIONS

ADDED

REMARKS

TOP BOT ADDED

WF1 2'-0" 1'-6" (2)#4 (3)#4 #4@12"OC

SWF1 8'-0" 3'-6"

LENGTH

(FT)

CONT

60'-0"

SWF1 12'-6" 4'-0"70'-0"

RWF1 4'-0" 1'-6"CONT

RWF2 6'-0" 1'-6"CONT

COLUMN FOOTING SCHEDULE

MARK LENGTH

(FT)

WIDTH

(FT)

TOP REINFORCING

LONGITUDINAL TRANSVERSE

BOTTOM REINFORCING

REMARKS

NOTES:

1. CONCRETE STRENGTH F'c = (SEE GENERAL CONCRETE NOTES)

REINFORCING SHALL BE UNIFORMLY DISTRIBUTED WITHIN THE FOOTING.

AT RECTANGULAR FOOTINGS, A HIGHER PERCENTAGE OF THE REINFORCING SHALL BE DISTRIBUTED IN THE BAND LENGTH. FOR EXAMPLE: IF THE FOOTING IS 10'-0" x 5'-0" WITH (10)#8 AND THE DISTRIBUTION OF 60%. (6)#8 (10 BARS x 60%) SHALL BE PLACED WITHIN A 5'-0" BAND LENGTH AND (2)#8 ON EACH SIDE OF THE BAND LENGTH.

IF AN ODD NUMBER OF REINFORCING BARS OCCUR ON ONE SIDE, THE CONTRACTOR SHALL ROUND-UP TO AN

EVEN NUMBER OF BARS.

2.

3.

REINFORCING

DISTRIBUTION

LONGITUDINAL TRANSVERSE

F1

F2

F4

F5

F3

DEPTH

(FT)

9'-6"

7'-6"

12'-0"

9'-6"

10'-0"

9'-6"

7'-6"

12'-0"

9'-6"

7'-6"

2'-0"

2'-0"

2'-6"

2'-0"

2'-0"

F7

F8

F6 11'-6"

9'-0"

14'-0"

11'-6"

9'-0"

14'-0"

2'-6"

2'-0"

3'-0"

F9 11'-0" 11'-0" 2'-6"

3/4" = 1'-0"3

WALL FOOTING DETAIL

3/4" = 1'-0"2

COLUMN/FOOTING DETAIL

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - FOUNDATION

SCHEDULES AND DETAILS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

ET AME

612-165

SE303

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

Revisions: Date:

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins

12/18/2019

PA

P1 P2

PA.1

PA.5

P0

PRE-ENGINEERED STAIR

TYP

2'-0"

2'-0" THICK MAT

8" CMU WALL

5" THICK SLAB-

ON-GRADE

PA

P1 P2

PA.1

PA.5

P0

PRE-ENGINEERED STAIR

8" CMU WALL

5" THICK CONCRETE SLAB

PA

P1

PA.1

P0

8" CMU WALL

5" THICK CONCRETE SLAB

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - STAIR TOWER

NO. 1 ENLARGED PLANS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

Checker Author

612-165

SE410

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

SHEET NOTES

LEGEND

Revisions: Date:

1/4" = 1'-0"1

GROUND TIER PLAN

1/4" = 1'-0"2

SECOND TIER PLAN

1/4" = 1'-0"3

STAIR TOWER ROOF

DEDUCT ALTERNATE 1

DELETE ONE (1) ELEVATOR

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

DBibbs Typewritten text

REMOVE ELEVATOR #2 AND SHAFT WITH ALL

ASSOCIATED ELEVATOR EQUIPMENT AND WORK,

ACCENT RAILING TO BE RELOCATED

P23 P24P22.5

PA.1

PA.5

PRE-ENGINEERED STAIR

PA

P23 P24P22.5

PA.1

PA.5

PRE-ENGINEERED STAIR

PA

P23 P24P22.5

PA.1

PA.5

PRE-ENGINEERED STAIR

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - STAIR TOWER

NO. 2 ENLARGED PLANS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

Checker Author

612-165

SE420

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

SHEET NOTES

1/4" = 1'-0"1

FOUNDATION PLAN

1/4" = 1'-0"2

GROUND TIER PLAN

LEGEND

Revisions: Date:

1/4" = 1'-0"3

SECOND TIER PLAN

DEDUCT ALTERNATE 6

REDUCE THE NUMBER OF PARKING SPACES FROM

THE TOP LEVEL

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD

PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

DBibbs Typewritten text

REMOVE ALL WORK ON THE SECOND TIER FROM

COLUMN LINE P13 TO COLUMN LINE P24, WILL

INCLUDE THE REMOVAL OF PRE-ENGINEERED STAIR

DETAIL 3/SE420

CHAIR,

TYP

CONC

BEAM,

TYP

PT TENDON, SEE

E1/SE-501

SLAB BOLSTERS TYP

TEMPERATURE

TENDONS, SEE PLANS

PT SLAB

TOP BARS,

SEE F6/SE-501

BOT BARS,

SEE F6/SE-501

#4 x CONT

TEMPERATURE AND

SLAB SUPPORT BARS

WITH 2'-0" LAP, TYP

4"

NUMBER OF BARS VARIES

CHORD BARS AT 6" OC

SPACING PER PLAN

MIN COVER SHALL BE

1.5 BAR DIAMETERS

BUT NOT LESS THAN

2" TYP T&B

CONT DRIP

STOP SEE

D1/S-501

PT TENDON

SEE E1/S-501

CHORD

STEEL

E Q

E Q

CONTRACTOR OPTION:

CHORD BARS MAY BE PLACED

BEHIND PT ANCHORS IN LIEU

OF #4 BACKUP BARS

3"

COLUMN

FACE

BEYOND

/2

6" MIN

/4

C

L R

/4

M

IN

DO NOT

ALTERNATE CAP

TIES AT EXTERIOR

BEAM

REINF, SEE PLAN

PT TENDON

ldh MIN

M A

X

W

ID

T H

O F

T E

N D

O N

S

L

IM

IT

O

F M

U L T

IP

L

E A

N C

H O

R S

6"

(2)#4 BACKUP

BARS

SLAB EDGE

ADD (1) HAIRPIN

OUTSIDE LAST ANCHOR

TYP EACH SIDE

MULTIPLE

TENDONS

#3 x t - 2"

HAIRPIN AT EVERY

ANCHOR, TYPICAL

t = SLAB THICKNESS

1'-0"

M

IN

/4

C

L R

M

IN

/4

C

L R

/2

PT SUPPORT BAR

MAY BE CUT TO

ALLOW PLACEMENT

OF CONDUIT

TOP OF SLAB

PT TENDON

ELECTRICAL CONDUIT

ABOVE BEAM TOP

REINFORCING, TYP

EXCEPT AT TOP LEVEL

BEAM TOP

REINFORCING

ELECTRICAL CONDUIT

BELOW BEAM TOP

REINFORCING AT TOP LEVEL

BEAM STIRRUP

CONDUIT CROSS-OVER SINGLE CONDUIT MULTIPLE CONDUIT

NTS

1'-6" MIN

E Q

E Q

SEE

SCHEDU

LEE

Q E

Q

SEE

SCHEDU

LE

4" NTS

OR 3" MIN

3x CONDUIT DIA

2 TOGETHER

MAX

T

B

NOTE:

CONTRACTOR TO PROVIDE 100 "Z

BARS" AT PROJECT SITE PRIOR TO

FIRST POST-TENSIONED DECK

POUR. ENGINEER WILL LOCATE AS

NECESSARY.

CONTRACTOR TO PROVIDE #4 @ 18"

OC NOTE: ADDITIONAL ROWS WILL

BE REQUIRED WHERE THERE IS

MORE THAN 5 CONDUITS

SLAB

THICKNESS

SINGLE CONDUIT

MAX DIAMETER

CONDUIT

CROSS-OVER

MAX DIAMETER

5" TO 5 1/2" 1" (2) 1/2" *

6" TO 7 1/4" 1 1/4" (2) 3/4"

> 7 1/4" 1 1/2" (2) 1"

* 3/4" PERMISSIBLE IF ANGLE OF CROSS-OVER IS GREATER THAN 45 DEGREES

2'-0"

1 1/2" 1"

E Q

E Q

INTERMEDIATE PT

ANCHORS AND POCKETS

2'-0" WIDE STRIP TRAFFIC

BEARING WATERPROOF

MEMBRANE AT ALL LEVELS

EXPOSED TO SUNLIGHT

(2) #4 x CONT AT PT ANCHORS

FIRST SLAB TENSIONED THIS SIDE

3/4" TOOLED JOINT WITH

SEALANT, SEE A3/S-003

PROVIDE #4 x 4'-0" AT

TOP SLAB REBAR SPACING

(4) #4 x CONT AT 4" OC

PT TENDON

PROVIDE CHAIRS FOR

BAR SUPPORT DURING

PLACEMENT OF FIRST SLAB

PT CONC SLAB

(SECOND SLAB)

3/4" V-GROOVE

NOTE:

SHORE FIRST SLAB UNTIL

SECOND SLAB IS STRESSED

S E

E P

L A

N

T Y

P

(1) #4 x TOP AND

BOT, TYP

12 BAR DIA

(1) #4 TOP AND BOT

BACK-UP BARS, TYP

(1) #4 x 3'-0" TOP AND

BOT DIAGONALS

INNER LAYER

C L R

TOP REINFORCING

SEE PLAN

PT TENDON

ROUGHEN JOINT

DRIP STOP

SEE D1/S-501

/4

C L R

/2

KEEP SLAB SHORED

UNTIL BEAM TENDONS

ARE TENSIONED

STAGGER STAGGER

C SPANL

EQ EQ

EQ EQ EQ EQ BOT REBAR

(EXTEND 33% OF

BARS CONT TO

COLUMNS OR

SUPPORTS)

BEAM

SUPPORT

MID-SPAN

SINGLE BAY

BEAM

SUPPORT

BEAM

SUPPORT

BEAM

SUPPORT

BEAM

SUPPORT

MID-SPAN

INTERIOR BAY

MID-SPAN

END BAY

AT TOP LEVEL ONLY

EXTEND 25% OF

BARS CONTINUOUS

TO COLUMNS OR

SUPPORTS

TOP REBAR AT

SUPPORT, TYP

BOT REBAR

(EXTEND 25% OF

BARS CONT TO

COLUMNS OR

SUPPORTS)

BOT REBAR

(EXTEND 25% OF

BARS CONT TO

COLUMNS OR

SUPPORTS)

NOTE:

UNLESS NOTED OTHERWISE, STAGGER ALL

BARS 1'-0" AS SHOWN.

(WHERE (2) BARS

ARE REQUIRED)

MAX EFFECTIVE

OPENING LENGTH

REINFORCING DIAGONALS

(1) #5 EACH SIDE NONE REQUIRED1'-0" TO 1'-6"

(1) #5 TOP AND

BOT EACH SIDE (1) #5 x 3'-0"1'-6" TO 2'-6"

(2) #5 TOP AND

BOT EACH SIDE

(1) #5 x 3'-0"2'-6" TO 6'-0"

4" CLR, TYP

MIN,TYP

2'-0"

1" CLR

NOTES:

1. ALL OPENINGS WITH A DIMENSION OF 1'-0" OR GREATER SHALL BE

TRIMMED AS SHOWN.

2. THIS REINFORCING IS IN ADDITION TO ANY REINFORCING

INDICATED ON THE PLANS.

C L R

/2

MIN

6"

C L R

/2

2" CLR

T Y

P4

SLAB EDGE

STEEL PIPE

INSERT (SCHED

40) IS REQUIRED

WHEN SLAB

PENETRATION IS

WITHIN BEARING

CONE OF TENDON

ANCHOR

PENETRATIONS

FARTHER THAN 1.5

TIMES THE

PENETRATIONS

DIAMETER OR

WIDTH, BUT NOT

LESS THAN 1'-6" MIN

FROM ANCHOR, DO

NOT REQUIRE STEEL

PIPE INSERTS

W

.5

D O

R

.5 W

'-6

M

IN

D

NOTE:

ANY PENETRATION WITH DIMENSIONS GREATER THAN 1'-0"

MUST HAVE TRIM REINFORCEMENT AS DETAIL 8/SE-501

OPENING

POST-TENSIONING

STRANDS

OPENING

REINFORCING PER

DETAIL C5/SE-501

MIN, TYP

1'-0"

STRAIGHT IN THIS AREA

STRANDS SHALL BE

C L R

4'-0"

DOWN DRAIN

SEE PLUMBING

DRAWINGS

FLOOR (ROOF) DRAIN

LOCATE DRAINS AT LOW

ELEVATIONS ON FLOORSOVERFLOW

DRAIN

BUMP UP CONCRETE SURFACE

AROUND OVERFLOW ON UPHILL

AND 2 SIDES AROUND DRAIN

SLOPESLOPE

NOTE:

COORDINATE LOCATION WITH

ARCHITECTURAL/PLUMBING

P/T DECK

6" CONCRETE CURB

W/#4 @ 12"OC EW

SEE PLAN

6" Ø STD PIPE

NOTE: SLAB MAY

SLOPE SET PIPE

PLUMB VERTICALLY

1/4" CAP PLATE

EMBED PLATE

1/2" x 12SQ W/

(4) 1/2"Ø x 3

1/2" HSA

CL

V E

R

IF

Y W

A

R C

H

(6) #4 x 4'-0" EW

1/8

GRIND

SMOOTH

3/16

PT SLAB

PT REINF

WHERE OCCURS

1'-0" TAIL TYP

SQUARE

1'-6"

SLAB-ON-GRADE

6" Ø STD PIPE

NOTE: SLAB MAY SLOPE SET

PIPE PLUMB VERTICALLY

1/4" CAP PLATE

EMBED PLATE 1/2"

x 12SQ W/ (4) 1/2"Ø x 3 1/2" HSA

CL

(6) #4 x 4'-0" EW

1/8

GRIND

SMOOTH

3/16

N T

S

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - TYPICAL SLAB

DETAILS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

ET AME

612-165

SE501

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

3/4" = 1'-0"16

TENDON/REBAR SUPPORT AT SLAB

DETAIL

1 1/2" = 1'-0"15

CHORD STEEL PLACEMENT

3/4" = 1'-0"14

DOWNTURNED BEAM -

EXTERIOR SLAB DETAIL

3/4" = 1'-0"12

MULTIPLE TENDON END ANCHORAGE

DETAIL

3" = 1'-0"13

EMBEDDED CONDUIT IN SLAB AND

BEAM

3/4" = 1'-0"10

SLAB CONSTRUCTION JOINT

PERPENDICULAR TO SLAB SPAN

3/4" = 1'-0"4

SLAB RE-ENTRANT CORNER DETAIL

3/4" = 1'-0"9

EXTERIOR SLAB DETAIL

3/4" = 1'-0"6

REBAR STAGGER DETAIL

ONE-WAY SLAB AND BEAM

1/4" = 1'-0"8

SLAB OPENING DETAIL

3/4" = 1'-0"2

OPENING AT TENDON ANCHORAGE

3/4" = 1'-0"11

TENDON LAYOUT AT OPENING

3/4" = 1'-0"5

FLOOR DRAIN

3/4" = 1'-0"3

CONCRETE CURB DETAIL

1" = 1'-0"7

PIPE BOLLARD AT PT SLAB

1" = 1'-0"1

PIPE BOLLARD AT SLAB-ON-GRADE

Revisions: Date:

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins

6" +/- 1'-6"

9" +/-

#3 x t - 2"

HAIRPIN AT EVERY

ANCHOR, TYPICAL

t = SLAB THICKNESS

1'-0"

TEMPERATURE

TENDONS

(2)#4 BACKUP

BARS

POUR STRIP

T E

N D

O N

S P

A C

IN

G

P

E R

P E

R S

H O

P

D R

A W

IN

G

S

SLAB EDGE

LOCATE 1ST

TENDON ABOUT 6"

FROM SLAB EDGE

/2

EDGE OF SLAB

3/4" CHAMFER

OPTIONAL

SHAPE

SLAB SOFFIT4" +/-

E Q

E Q

(2)#4 x CONT

BACK-UP BARS

GROMMETS AT

STRESSING END

ONLY

TOOLED EDGE

CHAMFER

CAP WITH

WATER TIGHT

CONNECTION

TO ANCHOR

PT CABLE (TYP)

SHEATHING (TYP)

DEAD END ANCHOR

3'-6" OC MAX

ANCHOR PLACEMENT:

SLAB LESS THAN 8" THICK,

POSITION HEAD

HORIZONTALLY. SLAB 8"

AND THICKER, HEADS MAY

BE POSITIONED VERTICALLY

OR HORIZONTALLY.

2 1/2" MIN CONT DRIP

STOP SEE

D1/S-501

SUPPORT/

TEMPERATURE BAR

1" CLR 1" CLR

CAP WITH WATER

TIGHT CONNECTION

TO ANCHOR

LARGE POCKET

FORMER

GROMMET

3/4" CLR

CORROSION

PROTECTION

SLEEVE CPS TYP

WATER-TIGHT

SEAL TYPICAL

STRESSING END ANCHOR

NO DEVIATION

FROM THIS DETAIL

NOTES:

1. SEE SPECIFICATIONS DIVISION 3 FOR ADDITIONAL REQUIREMENTS.

2. MINIMUM CONCRETE COVER AT ANCHOR SHALL BE 1/4" GREATER THAN REQUIRED

AWAY FROM THE ANCHOR OR 1 1/4" WHICHEVER IS GREATER.

3. ANCHORS IN THE SLAB SHALL BE SPACED AT LEAST 8" ON CENTER AND POSITIONED

HORIZONTALLY, WHERE THE SLAB IS LESS THAN 8" THICK. ANCHORS MAY BE

POSITIONED AT 3" ON CENTER WHERE THE SLAB IS 8" THICK AND GREATER.

4. ANCHORING SYSTEM SHALL BE AN INCAPSULATED SYSTEM PER ICC REPORT

NO. ESR-2515 OR APPROVED EQUAL.

1 1/2"

3'-8" (SEE NOTES)

2'-6" LAP UNLESS NOTED

1 1/2"

CHORD STEEL LAP -

SEE SCHEDULE ON

TYPICAL LEVEL

CUT STRAND AND

CAP ANCHORS PER

SPEC 03370

POUR STRIP - PLACE

NOT LESS THAN 28 DAYS

AFTER STRESSING SLAB

PT TENDONS

3/4" TOOLED JOINT WITH

SEALANT BOTH SIDES OF

POUR STRIP SEE A3/S-004

(3)#4 TOP AND BOTTOM

SEE NOTE 4

SEE NOTE 4

SLAB REINFORCING SEE

PLANS EXTEND ADJACENT

TOP BARS INTO POUR STRIP

(2)#4 x CONT 1" CLR

OF PT ANCHOR

TEMPERATURE TENDONS,

SEE F3/SE-501

PT TENDON

1/2" V-GROOVE

BOTH SIDES OF

POUR STRIP

SEE NOTE 3

TO COLUMN LINETO COLUMN LINE

PROVIDE TRAFFIC BEARING

WATERPROOF MEMBRANE AT

ALL LEVELS EXPOSED TO

SUNLIGHT EXTEND 1'-0" EACH

SIDE OF POUR STRIP

NOTES:

1. AT POUR STRIP, USE SAME CONRETE AS USED FOR FLOORS.

2. AT TOP OF POUR STRIP, PROVIDE 3/4" DEEP TOOLED JOINTS, FILLED

WITH SEALANT, IN TRANSVERSE DIRECTION AT 4'-0" ON CENTER.

3. TOP AND BOTTOM LONGITUDINAL BARS IN POUR STRIP TO BE CHAIRED

DURING PLACEMENT OF ADJACENT SLABS.

4. SUPPORT EDGES AND BACKSPAN BAYS TO MAINTAIN ALIGNMENT AT POUR

STRIPS UNTIL 14 DAYS AFTER CLOSURE HAS BEEN PLACED.

5. PROVIDE 3/4" HOLES AT 2'-0" ON CENTER IN PLYWOOD FORMS TO PREVENT

WATER FROM FILLING JOINT PRIOR TO PLACING CONCRETE.

6. INCREASE THE WIDTH OF THE CLOSURE POUR TO PROVIDE THE LAP LENGTH

INDICATED FOR THE CHORD REINFORCING STEEL WITHIN THE CLOSURE POUR,

SHOWN ON THE TYPICAL LEVEL PLAN. LAP SPLICES FOR CHORD STEEL

SHALL NOT EXTEND FROM ONE POUR INTO AN ADJACENT POUR.

DELAY TIME*

LEVEL 2 112 DAYS

LEVEL 3 84 DAYS

LEVEL 4 56 DAYS

LEVEL 5 28 DAYS

* AFTER LAST POUR ON

LEVEL

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - TYPICAL SLAB

DETAILS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

Checker Author

612-165

SE502

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

3/4" = 1'-0"1

TENDON PLACEMENT AT CORNER/SLAB

EDGE

3" = 1'-0"3

DRIP STOP DETAIL

3/4" = 1'-0"4

SLAB EDGE/TENDON ANCHORAGE

DETAIL

3/4" = 1'-0"2

SLAB POUR STRIP DETAIL

Revisions: Date:

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins

GIRDER

PLACE GIRDER

TENDONS IN

BUNDLES OF (5) MAX

ADDED STIRRUPS,

SEE BEAM NOTE 5

ON SE-620

2"

BEAM INTERSECTION

3 @ 2" EACH SIDE OF

3 @ 6"

S E

E S

C H

E D

U L E

E Q

E Q

1'-3" LAP

3'-8" 1'-6"

C L R

GIRDER

COLUMN

GIRDER

TENDONS

#4 @ 16"

(4 SIDES)

2x CONT KEY

AT SLAB

#4 AT 12" OC

EACH WAY

WIDTHWIDTH

O N

S -6

L A

P

S E

E S

C H

E D

U L E

O N

S -6

L A

P

S E

E S

C H

E D

U L E

BEAM WIDTH

COLUMN DIMENSION

LESS THAN

BEAM WIDTH

COLUMN DIMENSION

GREATER THAN

3 TIES WITHIN

BEAM

3 TIES WITHIN

BEAM

C G

S T

B

/2

C L R

(5) BEAM STIRRUPS

AT 3" OC

(2)#4 x (PROVIDE

(4) WHEN ADDED PT

FORCE EXCEEDS 397k)

10"

DEAD END ANCHOR SEE

BEAM NOTE 7 ON SE-620

#4 x EACH FACE

10"

DEAD ENDS

COLUMN ABOVE

WHERE OCCURS

#4x T&B

AND BETWEEN

EACH ROW OF

ANCHORS

W

ID

T H

F

B

A

M

L

S S

14" S

E E

S C

H E

D U

L E

GIRDER

1" MIN CLR

1 1/2" CLR

/2

C L R

SEE BEAM SCHEDULE

BOTTOM BARS SEE

BEAM SCHEDULE

PT TENDON

AT MID-SPAN

T Y

P

/2

C L R

INDICATES PLACEMENT

SEQUENCE OF BOTTOM

REBAR. (TYPICAL AT

MID-SPAN CONDITION)

C L R

/2

TOP BARS SEE

BEAM SCHEDULE

INDICATES PLACEMENT

SEQUENCE OF TOP

REBAR. (TYPICAL AT

SUPPORT CONDITION)

SIDE BARS

SEE SE-620

S E

E B

E A

M S

C H

E D

U L E

AT EXTERIOR BEAMS

PLACE 135° HOOK AT

OUTSIDE FACE

NOTES:

1. FOR REBAR, SEE BEAM SCHEDULE ON SE-620.

ALTERNATE CAP TIE

STIRRUPS SEE

BEAM SCHEDULE FOR

SIZE AND SPACING

SIDE BARS

SEE S-620

INDICATES

PLACEMENT

SEQUENCE OF

BOTTOM REBAR

(TYPICAL AT MID-

SPAN CONDITION)

/2

C L R

1 1/2" CLR

C L R

T Y

P

/2

SEE BEAM SCHEDULE

CLR

1" MIN

TOP BARS, SEE SCHEDULE

INDICATES PLACEMENT

SEQUENCE OF TOP

REBAR. (TYPICAL AT

SUPPORT CONDITION)

BOTTOM BARS, SEE

BEAM SCHEDULE

PT TENDON AT MID-SPAN

1 2

S E

E B

E A

M S

C H

E D

U L E

NOTES:

1. FOR REBAR, SEE BEAM SCHEDULE ON S-620.

/2

C

L R

1 1/2" CLR

SEE BEAM SCHEDULE

S E

E B

E A

M S

C H

E D

U L

EALLOW 3/4" SPACING

BETWEEN ANCHORS TO

INSTALL COLUMN TIES

SIDE BARS SEE S-620

INDICATES PLACEMENT

SEQUENCE OF BOTTOM

REBAR. (TYPICAL AT

MID-SPAN CONDITION)

1 2

5 6

STIRRUPS SEE

BEAM SCHEDULE

FOR SIZE AND

SPACING

INDICATES PLACEMENT

SEQUENCE OF TOP

REBAR. (TYPICAL AT

SUPPORT CONDITION)

NOTES:

1. FOR REBAR, SEE BEAM SCHEDULE ON S-620.

2. THIS DETAIL REPRESENTS REBAR PLACEMENT AT END

OF BEAM AT POST-TENSION ANCHORS.

T Y

P

/2

C

L R

T Y

P

/2

C

L R

STIRRUPS SEE

BEAM SCHEDULE

FOR SIZE AND

SPACING

SEE BEAM SCHEDULE

S E

E B

E A

M S

C H

E D

U L E

C L R

/2

1 1/2" CLR

2" MIN CLR BETWEEN

REBAR AND TENDONS

BOTTOM BAR x

CONT SEE BEAM

SCHEDULE

BOTTOM BAR x

CONT SEE BEAM

SCHEDULE

INDICATES PLACEMENT

SEQUENCE OF BOTTOM

REBAR (TYPICAL AT

MID-SPAN CONDITION)

ALTERNATE CAP

TIE EXCEPT AT

EXTERIOR GIRDER

TOP BARS,

SEE SCHEDULE

INDICATES PLACEMENT

SEQUENCE OF TOP

REBAR (TYPICAL AT

SUPPORT CONDITION)

SIDE BARS,

SEE SE-620

3 4 2

NOTES:

1. FOR REBAR, SEE BEAM SCHEDULE ON S-620.

T Y

P

/2

C

L R

4 3 5

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - DETAILS A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

ET AME

612-165

SE520

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

3/4" = 1'-0"7

BEAM SECTION

NON-DUCTILE BEAM @ GIRDER

3/4" = 1'-0"9

TEMPORARY SLAB BLOCKOUT DETAIL

(USE WHEN NEEDED)

3/4" = 1'-0"5

DISCONTINUOUS COLUMN DETAIL

3/4" = 1'-0"14

BEAM DETAIL AT INTERMEDIATE

ANCHORS

3/4" = 1'-0"15

BEAM SECTION

NON-DUCTILE BEAM/GIRDER @

COLUMN

1 1/2" = 1'-0"16

EXTERIOR BEAM SECTION

1 1/2" = 1'-0"12

INTERIOR BEAM SECTION

1 1/2" = 1'-0"8

INTERIOR BEAM SECTION AT PT

ANCHORS

1 1/2" = 1'-0"4

GIRDER SECTION

Revisions: Date:

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins

TYP

3" ±

ALLOW 3/4"

SPACING

BETWEEN

ANCHORS TO

INSTALL

COLUMN TIES

BETWEEN

ANCHORS

NON SHRINK

NO STAIN

GROUT AT

STRESSING

END ONLY

CIP COLUMN

CONSTRUCTION JOINT

PT BEAM

TOP LEVEL

2" 2

CIP COLUMN

CONSTRUCTION

JOINT

ALLOW 3/4"

SPACING BETWEEN

ANCHORS TO

INSTALL COLUMN

TIES BETWEEN

ANCHORS

NON SHRINK

NO STAIN GROUT

AT STRESSING

END ONLY

ADD 3 BEAM

STIRRUPS

24" @ 8" OC ±

SEE NOTE 11

SUPPORT

BARS TYP

PT BEAM 6

PT STRAND

PT BEAM

CIP COLUMN

SEE NOTE 11

STD HOOK

PT STRAND

PT BEAM

CIP COLUMN

TOP LEVEL

2"

ADD 3 BEAM

STIRRUPS

24" @ 8" OC ±

TYP

3" ±

CONSTRUCTION JOINT

CONNECT STRAND

THROUGH COLUMN

(MINIMUM (3) STRANDS)

(1)#8 x 10'-0" EF

AT CONSTRUCTION JOINTS

ANCHORS AND (2) 6" x 1 1/2' x 12"

SHEAR KEY AND CJ

ONLY IF UPPER BEAM IS POURED FIRST

CONSTRUCTION JOINT

EXTENDED UPPER

BEAM BOTTOM

REINFORCEMENT AND

LOWER BEAM TOP

REINFORCEMENT 5'-0"

IN ADJACENT BEAM

ANCHORS AND

(2) 6" x 1 1/2" x 12"

SHEAR KEY AND CJ

ONLY IF LOWER

BEAM IS POURED

FIRST

TYP

3" ±

ADD (1)#8 x 7'-0" EF AT

OPTIONAL CONSTRUCTION

JOINT

PT BEAM

OPTIONAL CONSTRUCTION

JOINT, PROVIDE (2) 6" x 1 1/2" x 12" SHEAR KEYS

PVC SLEEVE FOR

TENDONS AT OPTIONAL

CONSTRUCTION JOINT V

A R

IE

S

CIP COLUMN

PT BEAM

CONSTRUCTION

JOINT, TYP

OPTIONAL

CONSTRUCTION

JOINT

D

Z O

N E

B

A D

A A

TOP OF

FOOTING

B E

A M

D E

P T

H

H

F L O

O R

H E

IG

H

T

T H

IS

S

H E

E T

L A

P S

E E

S C

H E

D U

L E

B Z

O N

E Z

O N

E C

Z O

N E

B Z

O N

E C

TYPICAL COLUMN RAMP COLUMN AT SPLIT

F U

L L

H E

IG

H

T

Z O

N E

B

TOP OF

FOOTING

A

A = H/6, 18" OR MAXIMUM COLUMN DIMENSION

D = BEAM DEPTH, SEE SCHEDULE ON S-620

TIE SPACING WITHIN ZONE B SHALL SATISFY ACI 18.7.5.3

TIES SPACING WITH ZONE C SHALL BE AT 6" OC OR 6 TIMES THE

DIAMETER OF THE LONGITUDINAL BARS, WHICHEVER IS SMALLER

PER ACI 18.14.3.2

LEVEL 3

LEVEL 2

RAMP

RAMP

TOP OF COLUMNSEE NOTE 11

MARK

SIZE

CAST IN PLACE COLUMN SCHEDULE

SECOND

GROUND

BASEMENT

TOP OF FOOTING

DOWELS

VERTICAL

ZONE B TIES

ZONE C TIES

VERTICAL

ZONE B TIES

ZONE C TIES

VERTICAL

ZONE B TIES

ZONE C TIES

SEE

NOTE 11

SEE

NOTE 11

C1

24" x 24"

C2

24" x 24"

C3

24" x 36"

C4 C5

SEE

NOTE 11

SEE

NOTE 11

SEE

NOTE 11

24" x 24"

C6

SEE

NOTE 11

C7

SEE

NOTE 11

24" x 24"24" x 24" 24" x 36"

DC1

SEE

NOTE 11

24" x 36"

DC2

SEE

NOTE 11

24" x 36"

BC1

SEE

NOTE 11

24" x 24"

MINIMUM COLUMN REBAR LAP LENGTH

FOR GRAVITY LOAD COLUMNS (inches)

TYPE

DESCRIPTION

BAR SIZE

#3 #4 #5 #6 #7 #8

#10 #11

#14 and #18

#9

VERTICAL LAP SPLICE

4000 5000 6000 7000 8000

MECHANICAL CONNECTION

REQUIRED

BASED ON ACI 318-14

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - COLUMN

SCHEDULE AND DETAILS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

ET AME

612-165

SE610

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

3/4" = 1'-0"7

EXTERIOR BEAM / COLUMN DETAIL

3/4" = 1'-0"8

EXTERIOR BEAM / COLUMN DETAIL

3/4" = 1'-0"5

INTERIOR BEAM / COLUMN DETAIL

3/4" = 1'-0"6

INTERIOR BEAM / COLUMN DETAIL

3/4" = 1'-0"4

INTERIOR BEAM / COLUMN DETAIL

3/4" = 1'-0"1

INTERIOR BEAM / COLUMN DETAIL

3/4" = 1'-0"9

COLUMN TIE SPACING DETAILS

SHEET NOTES:

1. SEE FOUNDATION PLAN FOR COLUMN DESIGNATION.

2. ALL COLUMNS ARE CENTERED ON THE GRID LINES, UNLESS NOTED.

3. OFFSET BEND LONGITUDINAL BARS SHALL CONFORM TO THE

FOLLOWING:

A. SLOPE OF INCLINED PORTION OF AN OFFSET BAR WITH THE AXIS

OF THE COLUMN SHALL NOT EXCEED 1 IN 6.

B. PORTIONS OF THE BAR ABOVE AND BELOW THE OFFSET SHALL

BE PARALLEL WITH THE COLUMN AXIS.

C. OFFSET BARS SHALL BE BENT BEFORE PLACEMENT IN THE FORMS.

D. WHERE A COLUMN FACE IS OFFSET MORE THEN THREE (3) INCHES,

LONGITUDINAL BARS SHALL NOT BE OFFSET BENT. SEPARATE

DOWELS, LAP SPLICED WITH THE LONGITUDINAL BARS ADJACENT

TO THE OFFSET COLUMN FACE, SHALL BE PROVIDED.

4. MINIMUM COMPRESSION LAP IS 30 BAR DIAMETERS OR VALUE

SHOWN IN COLUMN SCHEDULE, WHICHEVER IS LARGER.

5. MINIMUM LAP FOR DUCTILE FRAME COLUMNS ARE AS SHOWN ON

SHEET S-710.

6. NOT USED.

7. CONTRACTOR MAY USE A MECHANICAL REBAR SPLICE IN LIEU OF

THE LAP

SPLICE INDICATED. MECHANICAL SPLICE MUST DEVELOP A MINIMUM

CAPACITY EQUAL TO 125% OF THE BAR YIELD STRENGTH IN NON-

HINGING ZONE (TYPE I COUPLER) MECHANICAL SPLICE MUST

DEVELOP THE ULTIMATE STRENGTH OF THE BAR IF USED IN HINGING

ZONE (TYPE II COUPLER)

8. NOT USED.

9. SEE DETAIL 1/S-610 FOR LAP SPLICE LOCATIONS AT RAMP COLUMNS,

UNLESS NOTED.

10.NOT USED

11.WHERE COLUMNS EXTEND ABOVE THE TOP LEVEL, (TO SUPPORT

EQUIPMENT) EXTEND ALL VERTICAL BARS, AND TIES AT 6" ON

CENTER. ADD (3) TIES AT 2" ON CENTER AT THE TOP OF THE

EXTENDED COLUMN. REFER TO ELECTRICAL AND MECHANICAL

DRAWINGS FOR EMBEDDED ITEMS, PRIOR TO POURING CONCRETE.

Revisions: Date:

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins

MULTIPLE SPAN BEAM

SINGLE SPAN BEAM

D E

P T

H

D

ABOVE TENDONS

8'-0" MIN

BEAM /GIRDER

BEAM /GIRDER2

/3 D

/3

D

POST-TENSION

CABLES TYP

SLEEVE FOR

PIPING, TYP

2'-0" MIN 8'-0" MIN

12'-0" MIN

8'-0" MAX 8'-0" MAX

/5

D

/5 D

BEAM

DEPTH

MAX SLEEVE

SIZE

LESS THAN 24"

25" TO 27"

28" TO 30"

31" TO 36"

NO HOLES*

6" OD

8" OD

10" OD

OD = OUTSIDE DIAMETER

* WITH OUT PERMISSION FROM

STRUCTURAL ENGINEER

ABOVE TENDONS

8'-0" MIN

/3

D

/3 D

NOTE:

COORDINATE EXACT NUMBER, SIZES AND LOCATION OF

SLEEVES WITH STRUCTURAL ENGINEER. PLACE SLEEVES

WHERE REQUIRED TO CLEAR POST-TENSIONED CABLES

AND REINFORCING STEEL.

CONT BAR T&B

SEE BEAM

SCHEDULE

FOR REINF

ADD (1)#6 x 4'-0" T&B

EACH SIDE, HORIZ

ADD (3)#4

STIRRUPS AT 3" OC

EACH SIDE, VERT

NOTE:

NO REQUIREMENTS FOR

HOLES LESS THAN 3" DIA

S E

E

/S E

5" DIA MAX HOLE THROUGH BEAM. SEE

MECHANICAL AND ELECTRICAL

DRAWINGS FOR LOCATIONS AND SIZE

HOLES 3" DIA TO 5" DIA

ADD #4 STIRRUPS

@ 3" OC T&B

SEE BEAM ELEV

FOR REINF

ADD (2)#7 x 5'-0" T&B

EACH SIDE, HORIZ

HOLE PENETRATION 5" DIA TO 10" DIA

MAX. REVIEW EACH LOCATION WITH

ENGINEER. FOR HOLES SMALLER

THAN 5" DIA SEE 3/SE620

S E

E

/S E

CONT BAR T&B

ADD (3)#4

STIRRUPS @ 3" OC

EACH SIDE, VERT

HOLES 5" DIA TO 10" DIA

C

2"

SEE SCHEDULE

STIRRUP SPACING 3"

A

L = SEE PLAN

STANDARD HOOK

T&B, WHERE NO

BACKSPAN OCCURS

ADJACENT BEAM

PT CONCRETE BEAM TYPE V

TRa

BRa

PARABOLIC

PROFILE CENTROID

OF PT TENDON

Fe = SEE SCHEDULE

PT CONCRETE GIRDER TYPE I

A

TYP

2" CLEAR

2" STIRRUP SPACING SEE SCHEDULE 2"

TRa

BRa

TRb TRc

(2'-6" MIN) TYP

SEE SCHEDULE

S T

IR

R

U P

T Y

P

/2

C

L E

A R

T O BRb BRc

NOTE 5 Fe = SEE SCHEDULE

PARABOLIC PROFILE

LOW POINT AT BEAM

INTERSECTION

2'-6" LAP TYP

L/4L/4

SEE PLAN SEE PLAN

L = SEE PLAN

C

9" EXTENSION

PT CONCRETE BEAM TYPE I

A

2" STIRRUP SPACING SEE SCHEDULE 2"

TYP

2" CLEAR TRa WITH

STD HOOK

TRb

PARABOLIC PROFILE

CENTROID

OF PT TENDON

Fe = SEE SCHEDULE

BRa

(2'-6" MIN) TYP

SEE SCHEDULE

S T

IR

R

U P

T Y

P

/2

C L E

A R

T OBRb BRc

TYP

2'-6" LAP

L/4

B C

L/12

L/12

I.P. I.P.

TRc WITH

STD HOOK

L/4

0.5L

BEAM MID-SPAN

L = SEE PLAN

PROVIDE 9"

EXTENSION

AT GIRDERS

TYP

2" CLEAR TRa WITH

STD HOOK

BRa

TRb

PARABOLIC PROFILE

CENTROID

OF PT TENDON

Fe = SEE SCHEDULE TYP

2'-6" LAP

L/4

TRc

C

BRc BRb

PROVIDE 9"

EXTENSION

AT GIRDERS

L/4

BEAM MID-SPAN

L = SEE PLAN

A

I.P. I.P.

L/12

(2'-6" MIN) TYP

SEE SCHEDULE

L/12

B

S T

IR

R

U P

T Y

P

/2

C L E

A R

T O

2" STIRRUP SPACING-SEE SCHEDULE 2"

PT CONCRETE BEAM TYPE II

TRb TRc

BRc BRb

TRa

BRa

I.P. I.P.

L/4

0.5L

BEAM MID-SPAN

L = SEE PLAN

(2'-6" MIN) TYP

SEE SCHEDULE

STIRRUP SPACING-SEE SCHEDULE 2"

PT CONCRETE BEAM TYPE VI

L/4

TYP

2'-6" LAP

L/12

L/12

B

S T

IR

R

U P

T

Y P

/2

C L E

A R

T O

PARABOLIC PROFILE

CENTROID OF PT TENDON

Fe = SEE SCHEDULE

C

TYP

2" CLEAR

A

STD HOOK

TRa WITH

STD HOOK

BRa

L/4

0.5L

BEAM MID-SPAN

L = SEE PLAN

L/12

2" STIRRUP SPACING-SEE SCHEDULE 2"

L/4

(2'-6" MIN) TYP

SEE SCHEDULE

PARABOLIC PROFILE

CENTROID OF PT

TENDON

Fe = SEE SCHEDULE

TRb

BRb BRc

TRc WITH

STD HOOK

PT CONCRETE BEAM TYPE IV

B

S T

IR

R

U P

T Y

P

/2

C L E

A R

T O

C

L/12

L/4

TYP

2'-6" LAP

L/4

I.P. I.P.

I.P.

15'-0".

A

TRb

TRc

BRc BRb

TRa

BRa

I.P. I.P.

L/4

0.5L

BEAM MID-SPAN

L = SEE PLAN

(2'-6" MIN) TYP

SEE SCHEDULE

2" STIRRUP SPACING-SEE SCHEDULE 2"

PT CONCRETE BEAM TYPE III

L/4

TYP

2'-6" LAP

L/12

L/12

B

S T

IR

R

U P

T

Y P

/2

C L E

A R

T O

PARABOLIC PROFILE

CENTROID OF PT

TENDON

Fe = SEE SCHEDULE

A C

SE610

SE610

SE610

SE610

SE610

SE610

BEAM SECTION "A"

BEAM/GIRDER SECTION "C" UPTURN BEAM SECTION "D"

GIRDER SECTION "B"

SLOPE OCCURS

AT RAMP BEAMS

ONLY

" C

L R

TOP BARS, SEE DETAIL

E3/S-520 FOR ADDITIONAL

INFORMATION

SLOPE SIDES

AT INTERIOR

BEAMS ONLY

(2) #4

CONT,

UNO

S C

H E

D

C G

S S

E E

CONT CHAIR

BOLSTERS

BOTTOM BARS

PT TENDONS

#4 SUPPORT BARS

AT 4'-0" OC, MAX

D

3/4" W 3/4"

SLAB

EXTENSION

WHERE SHOWN.

EXTEND SLAB

PT AND REINF

TO EDGE

OF SLAB

D

W

4 1/2" MIN SEE SLAB

PROFILE

(2) #4 CONT.

UNO

STRAIGHT AT

PERIMETER

D

W

EDGE OF SLAB

WHERE OCCURS

HOOK BARS

AT EDGE OF SLAB

(3) #5 CONT

EACH FACE UNO

W

1/2" COLUMN WIDTH

(3) #5

CONT, EF

P T

A N

C H

O R

M

IN

C O

V E

R O

V E

R

KEEP SLAB SHORED

UNTIL BEAM TENDONS

HAVE BEEN TENSIONED

CURB WHERE

OCCURS

WASH WHERE

OCCURS

SEE SLAB

PROFILE

MARK

T Y

P E

S E

C T

IO

N

W D

SIZE

(INCHES)

N U

M B

E R

O F

S T

R A

N D

S

PT

FORCE

Fe

(KIPS)

TENDON

LOCATION

(INCHES)

A B C

CONCRETE BEAM AND GIRDER SCHEDULE

TRa TRb TRc

TOP REINFORCING

BOTTOM

REINFORCING

BRa BRb BRc

#4 STIRRUPS UN

SPACING EACH END, UN

REMARKS

(SEE BEAM AND GIRDER

NOTES ON THIS SHEET.)

D

REINFORCEMENT

BEAM AND GIRDER NOTES:

1. Fe = MINIMUM EFFECTIVE FORCE AFTER LOSSES. Fe IS BASED ON 1/2" DIA., 270 ksi LOW RELAXATION STRANDS. CONCRETE RELEASE

STRENGTH AT THE TIME OF POST-TENSIONING SHALL BE 3000 P.S.I.

THE MINIMUM NUMBER OF STRANDS PER BEAM MUST BE BASED ON

Fe = 26.8 KIPS/STRAND.

2. I.P. = INFLECTION POINT, CG = CENTER GRAVITY OF STRAND

3. SEE MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS

FOR LOCATION OF BEAM PENETRATIONS AND EXACT SIZE AND

LOCATION OF CONDUITS.

4. BEAM REINFORCEMENT SHALL NOT BE USED TO SUPPORT SLAB

TENDONS.

5. WHERE A BEAM FRAMES INTO ANOTHER BEAM OR A GIRDER, PROVIDE

STIRRUPS IN THE SUPPORTING MEMBER AT 3 @ 2", 3 @ 6" ON BOTH

SIDES OF THE JOINT.

6. BEAMS SUPPORTED BY OTHER BEAMS (GIRDERS) SHALL BE

STRESSED PRIOR TO STRESSING THE SUPPORTING BEAM.

7. ANCHORAGES FOR ADDED BEAM TENDONS SHALL BE LOCATED AT

THE QUARTER POINT OF THE ADJACENT SPAN AND BE PLACED AT

THE CENTER OF GRAVITY (CG) OF THE BEAM SECTION. PROVIDE

REINFORCEMENT AT ANCHORAGE PER 14/S-520.

8. TO ALLEVIATE CONGESTION AT BEAM/COLUMN INTERSECTIONS,

BOTTOM REINFORCEMENT MAY BE PLACED IN TWO LAYERS. TOP

REINFORCEMENT IS TO BE PLACED IN ONE LAYER, UNLESS NOTED.

TOP BEAM LONGITUDINAL BARS MAY BE SPREAD OUT INTO THE SLAB

OVER A DISTANCE OF 2 TIMES THE THICKNESS OF THE SLAB ON

EITHER SIDE OF THE BEAM.

9. SEE S-620 FOR SLEEVE PLACEMENT GUIDELINES FOR PIPES IN BEAMS.

10. PLACEMENT OF THE TOP BEAM BARS MUST ACCOUNT FOR THE

STANDARD HOOKS FITTING INTO A COLUMN BELOW OR ABOVE THE

BEAM.

11. TOP BEAM BARS AT TOPS OF COLUMNS WHICH DO NOT EXTEND ABOVE

THE TOP OF THE SLAB SHALL HAVE STANDARD HOOKS TURNED DOWN

INTO BEAMS.

12. FOR BEAM CAMBER, SEE CONCRETE BEAM DIAGRAM AND SCHEDULE

ON THIS SHEET.

13. COLUMN BARS AT COLUMNS WHICH DO NOT EXTEND ABOVE THE TOP

OF SLAB SHALL HAVE STANDARD HOOKS TURNED INTO SLAB OR A

BEAM. SEE DETAILS 6 AND 8/S-610 FOR ADDITIONAL INFORMATION.

14. IT IS MORE DESIRABLE TO TENSION THE BEAM TENDONS TOWARDS

THE INTERIOR COLUMNS WHENEVER POSSIBLE TO AVOID PLACINS

STRESSING POCKETS IN THE EXTERIOR COLUMNS.

B11 14 35I A 24 3 1/2 2413 348 (2)#8 (2)#8 (2)#8 (2)#8 (2)#8(2)#5

B13 16 35II A 24 3 1/2 329 240 (2)#8 (2)#8 (2)#8 (2)#8 (2)#8(2)#5

SEE 2/S-620

B21 14 35II A 24 3 1/2 3210 267 (2)#8 (2)#8 (2)#8 (2)#8 (2)#8(2)#5

B22 14 35II A 24 3 1/2 327 187 (2)#8 (2)#8 (2)#8 (2)#8 (2)#8(2)#5

B23 14 35II A 24 3 1/2 325 133 (2)#8 (2)#8 (2)#8 (2)#8 (2)#8(2)#5

B24 14 35II A 24 3 1/2 3212 240 (2)#8 (2)#8 (2)#8 (2)#8 (2)#8(2)#5

UTB1 16 49I D 20 3 1/2 205 133 (3)#8 (3)#8 (3)#8 (3)#8 (3)#8(2)#5

UTB2 16 49I D 20 12 205 133 (3)#8 (3)#8 (3)#8 (3)#8 (3)#8(2)#5

G1 24 36I B 23 3 1/2 2326 696 (3)#9 (3)#9 (3)#9 (3)#9 (3)#9 (3)#9

G2 24 36I B 23 3 1/2 2321 562 (3)#9 (3)#9 (3)#9 (3)#9 (3)#9 (3)#9

G3 24 36I B 23 3 1/2 2318 481 (3)#9 (3)#9 (3)#9 (3)#9 (3)#9 (3)#9

G4 24 36I B 20 3 1/2 206 160 (3)#9 (3)#9 (3)#9 (3)#9 (3)#9 (3)#9

B12 14 35I B - - -- - (3)#8 x CONT #4 @ 8"OC(3)#8 x CONT

SEE 2/S-620

SEE 2/S-620

SEE 2/S-620

SEE 2/S-620

SEE 2/S-620

SEE 2/S-620

SEE 2/S-620

SEE 2/S-620

SEE 2/S-620

SEE 2/S-620

SEE 2/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

CAMBER SEE 7/S-620

BG1 24 36I A

L = SEE PLAN

L/4 L/6 REMAINDER L/6 L/4

NOTE:

SEE OTHER DETAILS FOR

BALANCE OF INFORMATION

2"

#4 TIES

3 @ 2", 12 @ 6", REM @ 9"

#4 @ 12"

#4 @ 16"

#4 TIES

3 @ 2", 12 @ 6", REM @ 9"

2"

(FOR SPANS LESS THAN 52'-0" SEE SCHEDULE)

#3

#4

#5

#6

#7

#8

#9

#10

#11

BAR SIZE

DESCRIPTION

TYPE

4000 5000 6000 7000 8000 4000 5000 6000 7000 8000

TOP BARS COMPRESSION

NON-CONFINED HORIZONTAL

BOTTOM BARS TENSION

NON-CONFINED HORIZONTAL

34 34 34 34

BASED ON ACI 318-14

NOTES:

1. WITH LIGHTWEIGHT CONCRETE, INCREASE SPLICE LENGTHS BY 1.33.

EQ

COLUMNCL

COLUMN

C A

M B

E R

COLUMNCL

BEAM CAMBER SCHEDULE

MINIMUM BEAM CAMBER

SPAN

0' TO 20'

20' TO 30'

30' TO 40'

40' TO 50'

50' TO 65'

1/4"

1/2"

3/4"

1"

1 1/4"

BEAM

REINFORCED

1/2"

1"

1 1/2"

2"

2 1/2"

GIRDER

0"

3/8"

1/2"

5/8"

3/4"

BEAM

0"

1/2"

3/4"

1"

1 1/2"

GIRDER

POST-TENSIONED

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - BEAM

SCHEDULE AND DETAILS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

ET AME

612-165

SE620

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

3/4" = 1'-0"5

SLEEVE PLACEMENT THROUGH BEAM

GUIDELINES

3/4" = 1'-0"3

BEAM PENETRATION DETAIL

3/4" = 1'-0"1

BEAM PENETRATION DETAIL

3/4" = 1'-0"4

BEAM & GIRDER TYPES

3/4" = 1'-0"2

STIRRUP SPACING DETAIL FOR

BEAM SPANS GREATER THAN 52'-0"

1" = 1'-0"6

PT BEAM GIRDER LONGITUDIAL

REINFORCEMENT LAP SPLICES

(INCHES)

1" = 1'-0"7

BEAM CAMBER SCHEDULE

Revisions: Date:

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins

P1

SE630

PA.7

PA.5

P0

SE630

24" x 36" BEAM

24" x 36" BEAM8" THICK

CONCRETE SLAB

x

G

IR

D E

R

EL

GROUND TIER

11' - 4"

EL

SECOND TIER

22' - 8"

PA.7

EL

GROUND TIER

11' - 4"

EL

SECOND TIER

22' - 8"

PA.5

SE630

8" 16'-0" 8" 7'-0" 8"

1'-0" 7'-4" 7'-4" 4'-2" 5'-2"

8" THICK

CRASHWALL

8" THICK

CRASHWALL

8" THICK

CONCRETE SLAB

24" x 36"

BEAM TYP

M

IN

25'-0"

EL

GROUND TIER

11' - 4"

EL

SECOND TIER

22' - 8"

P1

SE630

P0

ABUTMENT WALL

SEE CIVIL DRAWINGS

8" THICK

CONCRETE SLAB

24" x 36" BEAM

BEARING PAD 24" x 24" CONCRETE

COLUMN TYP

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - BRIDGE PLAN

AND SECTIONS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

Checker Author

612-165

SE630

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

Revisions: Date:

1/4" = 1'-0"1

SECOND TIER - BRIDGE

1/4" = 1'-0"4

SECTION

1/4" = 1'-0"2

SECTION

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins

12/18/2019

EL

GROUND TIER

11' - 4"

EL

SECOND TIER

22' - 8"

P3 P4 P5 P6 P7

18" x 49" UPTURNED

MOMENT FRAME BEAMS

24" x 36" MOMENT

FRAME COLUMNS TYP

EL

BASEMENT

0"

EL

GROUND TIER

11' - 4"

EL

SECOND TIER

22' - 8"

P22P18 P19 P20 P21

18" x 49" UPTURNED

MOMENT FRAME BEAMS

24" x 36" MOMENT

FRAME COLUMNS TYP

EL

BASEMENT

0"

EL

GROUND TIER

11' - 4"

EL

SECOND TIER

22' - 8"

P22 P18P19P20P21

18" x 49" UPTURNED

MOMENT FRAME BEAMS

24" x 36" MOMENT

FRAME COLUMNS TYP

EL

GROUND TIER

11' - 4"

EL

SECOND TIER

22' - 8"

P3P4P5P6P7

18" x 49" UPTURNED

MOMENT FRAME BEAMS

24" x 36" MOMENT

FRAME COLUMNS TYP

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - MOMENT

FRAME ELEVATIONS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

Checker Author

612-165

SE705

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

1/8" = 1'-0"4

MOMENT FRAME ELEVATION @ LINE PC

1/8" = 1'-0"1

MOMENT FRAME ELEVATION @ LINE PC

1/8" = 1'-0"2

MOMENT FRAME ELEVATION @ LINE PA

1/8" = 1'-0"5

MOMENT FRAME ELEVATION @ LINE PA

Revisions: Date:

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text 12/18/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins

BASEMENT

0"

EL

GROUND TIER

11' - 4"

EL

SECOND TIER

22' - 8"

PB PA.7

16" THICK CONCRETE SHEAR WALL

EL

GROUND TIER

11' - 4"

EL

SECOND TIER

22' - 8"

PBPA.7

16" THICK CONCRETE SHEAR WALL

SE630

PBPA.7

16" THICK CONCRETE SHEAR WALL

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

STRUCTURAL - SHEAR WALL

ELEVATIONS

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

Checker Author

612-165

SE706

VA NORTHERN CALIFORNIA HEALTHCARE SYSTEM

1/4" = 1'-0"3

SHEAR WALL ELEVATION @ LINE P24

1/4" = 1'-0"1

SHEAR WALL ELEVATION @ LINE P1

1/4" = 1'-0"2

SHEAR WALL ELEVATION @ LINE P13

(SHEAR WALL @ LINE P12 SIMILAR)

Revisions: Date:

dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 08/15/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins

PC

P1 P22P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P14 P15 P16 P17 P18 P19 P20 P21 P23 P24

PB

P2.5 P22.5

16'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 20'-4" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 16'-0" 16'-0" 16'-0" 1'-0"

P13

PA.7

2 S @ 9'-0"= 18'-0"

3'-0"

3'-0"

6'-3" 17 S @ 9'-0"=153'-0" 8'-2" 24'-0" 18'-0"

23 S @ 9'-0"= 207'-0" 5'-1"

5 S @ 9'-0"= 45'-0" 8'-2"

4 S @ 9'-0"= 36'-0" 13'-6" 27'-8" 10"

S

S

PA.1

PA.5

P0

AF03

S T O R A G E

RAMP UP

SLOPE 4.80%

AF09

AF14

AF01

XX SIGN NUMBER

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

BASEMENT TIER STRIPING

PLAN

A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

TD RG

612-165

AG101

SCALE: 1/16" = 1'-0"

F2

BASEMENT TIER PLAN

SYMBOL LEGEND

GENERAL NOTES

PARKING SCHEDULE - OVERALL

TIER STANDARD

ACCESSIBLE

CAR

ACCESSIBLE

VAN MOTORCYCLE TOTAL

BASEMENT

TIER

59 0 0 0 59

GROUND

TIER

140 5 3 0 157

SECOND

TIER

119 6 0 0 135

318 11 3 0 351

PARKING EFFICIENCY - OVERALL

TIER AREA

TOTAL

SPACES EFFICIENCY

BASEMENT 22,372 SF 59 379

GROUND TIER 53,886 SF 158 341

SECOND TIER 47,802 SF 141 339

KEYNOTE LEGEND

AF01 4" SINGLE LINE STRIPING (WHITE)

AF03 MOTORCYCLE PARKING. REFER TO

DETAIL C1/AG500

AF09 METAL PIPE BOLLARD ON SLAB

AF14 TRUNCATED DOMES

1. FOR TYPICAL STRIPING DETAILS AND

FLOOR ARROWS SEE SHEET AG500.

2. ALL DIMENSIONS FOR STRIPING ARE

FROM FACE OF COLUMN OR INSIDE

FACE OF WALL UNO.

3. FOR FLOOR ELEVATIONS SEE "S-100"

SERIES DRAWINGS.

Revisions: Date:

8'

SCALE : 1/16" = 1'-0"

0 16' 32'

TRUE

NORTH

N dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 dmelendez Typewritten text 08/15/2019 dmelendez Draft dmelendez Draft crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins

P1 P22P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P14 P15 P16 P17 P18 P19 P20 P21 P23 P24

PB

P2.5 P22.5

1'-0" 16'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 20'-4" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 18'-0" 16'-0" 16'-0" 16'-0" 1'-0"

428'-4"

P13

PA.7

5'-6" 18'-0" 1'-2"

5'-0" 8'-0" 5'-0" 40 S @ 9'-0"= 360'-0" 5'-1" 18'-0"

24'-0" 10'-0" 17 S @ 9'-0"= 153'-0" 11'-0" 17 S @ 9'-0"= 153'-0" 9'-5" 24'-0"

10'-0"

9 FUTURE EV

= 81'-0" 8 S @ 9'-0"= 72'-0" 10'-9" 17 S @ 9'-0"= 153'-0" 9'-5"

5'-0" 8'-0" 5'-0"

FUTURE

EV ACCESSIBLE 33 S @ 9'-0"= 297'-0" 6"

S

S

PA.1

PA.5

P0

AF03

AF17

ELEC SEC

RAMP UPRAMP DN

SLOPE 4.80% SLOPE 4.80%

AF15

AF14

AF01

AF16

AE07

XX SIGN NUMBER

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

GROUND TIER STRIPING PLAN A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

TD RG

612-165

AG102

SCALE: 1/16" = 1'-0"

F2

GROUND TIER PLAN

SYMBOL LEGEND

GENERAL NOTES

KEYNOTE LEGEND

AE07 BARRIER CABLE

AF01 4" SINGLE LINE STRIPING (WHITE)

AF03 MOTORCYCLE PARKING. REFER TO

DETAIL C1/AG500

AF14 TRUNCATED DOMES

AF15 PIPE BOLLARD

AF16 FLOOR DRAIN

AF17 GUARDRAIL

Revisions: Date:

8'

SCALE : 1/16" = 1'-0"

0 16' 32'

TRUE

NORTH

N dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Typewritten text 10/11/2019 dmelendez Typewritten text 08/15/2019 dmelendez Draft dmelendez Draft crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins

P1 P22P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P14 P15 P16 P17 P18 P19 P20 P21 P23 P24

PB

P2.5 P22.5P13

PA.7

5'-6" 18'-0" 6'-2" 8'-0" 5'-0" 18 S @ 9'-0"= 162'-0"

10'-0" 15 S @ 9'-0"= 135'-0"

10'-0" 10 FUTURE EV = 90'-0" 7 S @ 9'-0"= 63'-0" 7'-0" 7 S @ 9'-0"= 63'-0" 9'-8" 14'-0" 7'-4" 7 S @ 9'-0"= 63'-0" 8'-6" 24'-0" 18'-0" 8"

8'-10"

8'-0"

5'-0" 40 S @ 9'-0"= 360'-0" 8'-0"

PA.1

PA.5

P0

11 S @ 9'-0"= 99'-0" 8'-10" 18'-0"

S

S

" 1

"2

RAMP DN

SLOPE 4.80%

AF03

AF15

AF14

AF01

AF16

AE07

XX SIGN NUMBER

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

SECOND TIER STRIPING PLAN A/E DESIGN TO DEVELOP RFP FOR

PARKING STRUCTURE

TD RG

612-165

AG103

SCALE: 1/16" = 1'-0"

F2

SECOND TIER PLAN

SYMBOL LEGEND

GENERAL NOTES

KEYNOTE LEGEND

AE0

BARRIER CABLE

AF01 4" SINGLE LINE STRIPING (WHITE)

AF03 MOTORCYCLE PARKING. REFER TO

DETAIL C1/AG500

AF14 TRUNCATED DOMES

AF15 PIPE BOLLARD

AF16 FLOOR DRAIN

Revisions: Date:

8'

SCALE : 1/16" = 1'-0"

0 16' 32'

TRUE

NORTH

N

DEDUCT ALTERNATE 6

REDUCE THE NUMBER OF PARKING SPACES FROM

THE TOP LEVEL

dmelendez Typewritten text 08/15/2019 dmelendez Typewritten text 10/11/2019 dmelendez Typewritten text

DESIGN BUILD PROPOSAL PACKAGE

35% SCHEMATIC DESIGN (SD1)

dmelendez Draft dmelendez Draft crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

crollins Typewritten text 12/18/2019 crollins Typewritten text 12/18/2019 crollins Typewritten text

FINAL DESIGN BUILD PROPOSAL PACKAGE

DBibbs

REFER TO COMMENTS ON SHEET SE103

NOTES:

1. PROVIDE SIGNS AT ALL EXTERIOR

ENTRANCE DOORS, UNO.

/2

10"

THIS FACILITY

ACCESSIBLE BY

PERSONS WITH

DISABILITIES

ISA SYMBOL

/2

M

IN

M A

X

3'-0"

4" PAINTED WHITE

BORDER STRIPE WITH

BLUE (COLOR NO. 15090

IN FEDERAL STANDARDS

595B) BACKGROUND. SEE

STRIPING PLANS FOR

LOCATION AT EACH

ACCESSIBLE STALL.

3"…