Drawngs Set 3.pdf

(8)#5

(16)#7

4'

6" M

IN

4" M

IN

9'

M A

X

BRICK SEE ARCH.

PRECAST CAP

SEE ARCH AND

NOTE 4

MIN

2" COVER

M

IN

2" C

O V

E R

C

LA

S S

B S

P

LI

C E

T Y

P

S301

3" COVER MIN.

3" C

O V

E R

M

IN

2" C

LR

(8)#5 EQUALLY SPACED

(18)#7 EQUALLY SPACED

#3 SPIRAL TIES

WITH 2 1/4" PITCH

#3 TIES @ 10" O/C MAX

1'

1'

5/ 8"

3' - 0" ø

1' - 3"

T Y

P

2" C

LR

FACE OF BRICK

SEE ELEVATION FOR

FOOTING REBAR

(12)#5 EQUALLY SPACED

4' - 0"

4'

1'

- 4

1/ 2"

1'

/2

11 1/2"

11 1/2"

1' - 6 1/2"

1' - 6"

#3 TIES @ 10" O/C MAX

TYP2"

C

LR

FACE OF BRICK

(12)#5

BRICK SEE ARCH.

PRECAST CAP

SEE ARCH AND

NOTE 4

2" COVER MIN

2" C

O V

E R

M

IN

1'

1'

0" M

IN

9'

M

A X

S301

#3 TIES @ 10" O/C MAX

2 TIES IN FOOTING

(5)#5 EACH WAY

EQUALLY SPACED

TOP AND BOTTOM

3" C

LR

CLR

3"

STD HOOK TYP

2" C

LR

PLUMBING/

UTILITY LINE

EXISTING OR NEW

FOUNDATION

FINISH GRADEWALL OR COLUMN, SEE PLAN

NEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THAT THEY ARE

ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENT FOOTING WITH SIDES NO

STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.

CONTRACTOR NOTE:

T/GRADE

SEE CIVIL

SUBSEQUENT PROPOSED

FOUNDATION, SEE PLAN

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

A

B

C

D

E

F

CONCRETE DETAILS INSTALL SECURITY FEATURES

VA MEDICAL CENTER, DURHAM, NC

S301

558-17-207

07/06/2020

BID DOCUMENTS

DCASLM

1" = 1'-0"S301

1 TYPICAL FENCE COLUMN P1

1" = 1'-0"S301

3 SECTION AT TYP. FENCE AND COLUMN

1" = 1'-0"S301

4 SECTION AT CORNER FENCE COLUMN

1" = 1'-0"S301

2 TYPICAL CORNER FENCE COLUMN P-2

NOTES:

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

2. REFER TO THE SITE PLAN FOR LOCATIONS OF PIERS.

3. DO NOT DAMAGE BELOW GRADE UTILITIES AND PIPING DURING INSTALLATION OF NEW WORK.

LOCATE ALL UTILITIES AND PIPING AS REQUIRED TO INSTALL NEW WORK.

4. CONNECTION OF PRECAST CAP TO CONCRETE PIER SHALL BE BY THE MANUFACTURER.

CONTRACTOR SHALL COORDINATE CONNECTION REQUIREMENTS PRIOR TO SUBMITTING SHOP

DRAWINGS FOR REVIEW.

5. DESIGN OF FENCING AND CONNECTIONS OF FENCING TO THE PIER SHALL BE BY THE FENCING

MANUFACTURER FOR THE REQUIRED LOADINGS SHOWN ON SHEET S001.

3/4" = 1'-0"S301

5 TYPICAL FOOTING INSTALLATION DETAIL

CONCRETE REBAR LAP SPLICE SCHEDULE

Key Name BAR SIZE CLASS

NORMAL WEIGHT CONCRETE 28 DAY f'c (PSI)

4,000

1 #6 or Smaller B 49 Dia.

2 #7 or Larger B 62 Dia.

S501

S501

SIM

2" 2"

2" 2"

FENCE POST BY

FENCE MFG

EXIST

CONCRETE

BEAM

EXIST.

CONCRETE

WALL

M

IN

6"

M

IN

6"

S E

E A

R C

H

M

IN6"

1 1/2" 5 1/2" 1 1/2"

1/2"x4"x0'-8 1/2" PLATE W/ LONG

SLOTTED VERTICAL HOLES.

OMIT SLOTTED HOLES AT SIM

CONDITION

(2) 3/8"Øx2 3/4" EMBED HILTI KWIK BOLT

ANCHORS CENTERED IN SLOT.

2" 2"

BY FENCE

MFG

EXIST.

BEAM

FENCE POST BY

FENCE MFG

M

IN6"

1 1/2" 5 1/2" 1 1/2"

1/2"x4"x0'-8 1/2" PLATE

(2) 3/8"Øx2 3/4" EMBED HILTI KWIK BOLT

2" 2"

BY FENCE

MFGEXIST.

BEAM

FENCE POST BY

FENCE MFG

M

IN6"

S501

S501

2"2"

2" 2"

FENCE POST BY

FENCE MFG

EXIST

CONCRETE

BEAM

EXIST.

CONCRETE

WALL

MIN.

6"

S E

E A

R C

H

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

A

B

C

D

E

F

STEEL DETAILS INSTALL SECURITY FEATURES

VA MEDICAL CENTER, DURHAM, NC

S501

558-17-207

07/06/2020

BID DOCUMENTS

DCASLM

1" = 1'-0"S501

SECTION AT

FENCE POST CONNECTION

1" = 1'-0"S501

3 FENCE POST CONNECTION DETAIL

1" = 1'-0"S501

FENCE POST CONNECTION DETAIL

TO UNDERSIDE OF EXISTING BEAM 1" = 1'-0"S501

SECTION AT

FENCE POST CONNECTION

NOTES:

1. DO NOT DAMAGE EXISTING CONCRETE REINFORCING DURING ANCHOR INSTALLATION.

CONTRACTOR SHALL LOCATE EXISTING REINFORCING THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

2. ALL ANCHORS SHALL BE GALVANIZED

3. REFER TO ARCHITECTURAL DRAWINGS FOR ANCHOR LOCATIONS

4. REFER TO SPECIFICATIONS FOR ANCHOR PLATE FINISH