4_EPNC-P2-BD-Plans_LI201-SS502.pdf

KEY MAP N.T.S.

N

W

S

E

N

DRAWING NUMBER

DRAWING NAME

FOUNDATION PLAN

XXXXX

DRAWING SCALE

X

DRAWING SYMBOLS

CONCRETE BLOCK

WOOD BLOCKING

EARTH/ COMPACT

FILL

FACE BRICK

STEPPED FOOTING

LOCATION

ELEVATION OR WORK

POINT

S--------S

NEW COLUMN NUMBER

EXISTING COLUMN

NUMBER

SECTION NUMBER

SHEET NUMBER

A

S400

S400

24 SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBERS400

REVISION AREA

CLOUDED

CONCRETE

ABBREVIATIONS

STRUCTURAL NOTES

EAGLE POINT NATIONAL CEMETERY GRAVESITE EXPANSION - PHASE 2

EAGLE POINT, OR

DRAWING INDEX

A

AB ANCHOR BOLT

ADD'L. ADDITIONAL

ALT. ALTERNATE

ARCH. ARCHITECT(URAL)

B

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BEAM

BOT. BOTTOM

BRG. BEARING

BTWN. BETWEEN

C

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLR. CLEAR(ANCE)

CMU CONCRETE

MASONRY UNIT

COL. COLUMN

COMP. COMPOSITE

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

COORD. COORDINATE

CTRD. CENTERED

D

DBL. DOUBLE

DIA. DIAMETER

DIAG. DIAGONAL

DL DEAD LOAD

DO. DITTO

DTL. DETAIL

DWG. DRAWING

E

E EAST

EA. EACH

ELEV. ELEVATION

EMBED. EMBEDMENT

EQ. EQUAL

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

F

FAB. FABRICATE(OR)

FD FLOOR DRAIN

FNDN. FOUNDATION

FTG. FOOTING

G

GA. GAGE, GAUGE

GALV. GALVANIZED

GC GENERAL

CONTRACT(OR)

H

HORIZ. HORIZONTAL

HK. HOOK

HS HEADED STUDS

HSS HOLLOW STRUCTURAL

SECTION

I

INFO. INFORMATION

J

JBE JOIST BEARING

ELEVATION

JST. JOIST

JT. JOINT

K

K. KIP

KO KNOCK-OUT

KSI KIPS PER SQUARE

INCH

L

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

M

MAS. MASONRY

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MEZZ. MEZZANINE

MFG. MANUFACTURE(R)

MIN. MINIMUM

MISC. MISCELLANEOUS

MO MASONRY OPENING

N

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

O

OC ON CENTER(S)

OH OVERHEAD

OPNG. OPENING

OPP. OPPOSITE

P

PC PRECAST CONCRETE

PERIM. PERIMETER

PL. PLATE

PLF POUNDS PER LINEAR FOOT

PROJ. PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

Q

QTY. QUANTITY

R

RAD. RADIUS

RD ROOF DRAIN

REINF. REINFORCE(D), (ING)

REQ'D. REQUIRED

REV. REVISION, REVISE(D)

S

S SOUTH

SCHED. SCHEDULE

SIM. SIMILAR

SJI STEEL JOIST INSTITUTE

SPA. SPACE(S)

SQ. SQUARE

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

T

TBE TOP OF BEAM ELEVATION

TDE TOP OF DECK ELEVATION

TEMP. TEMPORARY

TFE TOP OF FOOTING ELEVATION

TOC TOP OF COLUMN ELEVATION

TPC TOP OF PILE CAP ELEVATION

TPE TOP OF PIER ELEVATION

TSE TOP OF SLAB ELEVATION

TWE TOP OF WALL ELEVATION

TYP. TYPICAL

U

UNO UNLESS NOTED OTHERWISE

V

VERT. VERTICAL

W

W WEST

W/ WITH

WP WORK POINT

WWR WELDED WIRE

REINFORCEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

AST PROJECT NUMBER:

OR 1037

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

2763 RILEY RD, EAGLE POINT, OR 97524

906CM3016

15795 Dwg. OF 48

C U s e rs

\T B ix le r\ D o c u m e n ts

\O R

C e n tr a l_ tb ix le rD

J P

H P

.r v t

/1

/2

:3

:2

A

M

SS001

TITLE SHEET - STRUCTURAL

NOTES

03/02/2021 MAS TRB

SHEET NUMBER SHEET NAME

SS001 TITLE SHEET - STRUCTURAL NOTES

SS101 FOUNDATION PLAN

SS501 SECTIONS AND DETAILS

SS502 SECTIONS AND DETAILS

44Revisions: Date:

Revision 1 Date 1

EXPIRES: vlul'bLz 45 48

KEY MAP N.T.S.

N

W

S

E

N

SS501

TYPICAL

AT 5 HIGH

COLUMN

SS501

TYP. AT 4 HIGH

DOUBLE SIDED

NICHE WALL

SS101

SS502

SS502

SS502

SS502

SS501

TYP. AT 3 HIGH

NICHE WALL

TFE = 1470.93

TFE = 1469.92

TFE = 1470.49

TFE = 1472.63

TFE = 1471.62

TFE = 1472.19

TFE = 1472.76

TFE = 1473.04

TFE = 1473.48

TFE = 1473.61

S

S

S

S

S

S

S

S

S

S

S

S

SS502

TFE = 1473.3

E

TFE = 1471.18

TFE = 1472.88

TFE = 1473.73

TFE = 1474.30

SS101

SS101

F

G

D

C

B

A

H

EXIST.

GRID

D TO E

GRID

E TO F

GRID

F TO H

GRID EXIST.

TO D

EXPANSION JOINT

SEE DETAIL 7/SS502

EXPANSION JOINT

SEE DETAIL 7/SS502

EXPANSION

JOINT

TYP.

EQ TYP.

' - 3

/8

' - 8

/2

' - 3

/8

' - 8

/2

' - 3

/8

' - 8

/2

' - 1

/4

' - 8

/2

13' - 10"

THIS SEGMENT OF FOOTING WILL

BE REMOVED DURING FUTURE

EXPANSION. PROVIDE COLD JOINT

AT THIS LOCATION AND TERMINATE

HORIZONTAL BARS 1 1/2" SHORT OF

THIS LOCATION

THIS SEGMENT OF WALL WILL BE REMOVED DURING FUTURE

EXPANSION. PROVIDE COLD JOINT AT WALL AN PIER INTERFACE

AND TERMINATE HORIZONTAL BARS 1 1/2" SHORT AT FACE OF PIER

TYP.

TYP.

SS501

SS501

S

S

90.00°

.0

88.50°

.5

90.00°

.0

88.50°

SS501TYPICAL AT 4

HIGH DOUBLE

SIDED COLUMN

.5

90.00°

.0

88.50°

.5

90.00°

.0

85.95°

BAR

SIZE 3000

1'-5"

1'-10"

2'-4"

2'-9"

4'-0"

4'-7"

5'-2"

5'-9"

6'-4"

1'-4"

1'-9"

2'-2"

2'-7"

3'-9"

4'-3"

4'-10"

5'-4"

5'-10"

1'-3"

1'-7"

2'-0"

2'-5"

3'-6"

4'-0"

4'-6"

5'-0"

5'-6"

1'-1"

1'-5"

1'-10"

2'-2"

3'-2"

3'-7"

4'-0"

4'-6"

4'-11"

1'-0"

1'-4"

1'-8"

2'-0"

2'-10"

3'-3"

3'-8"

4'-1"

4'-6"

0'-11"

1'-3"

1'-6"

1'-10"

2'-8"

3'-0"

3'-5"

3'-9"

4'-2"

0'-11"

1'-2"

1'-5"

1'-9"

2'-6"

2'-10"

3'-2"

3'-6"

3'-11" fc (psi)

1'-10"

2'-5"

3'-0"

3'-7"

5'-3"

6'-0"

6'-9"

7'-6"

8'-2"

1'-8"

2'-3"

2'-9"

3'-4"

4'-10"

5'-6"

6'-3"

6'-11"

7'-7"

1'-7"

2'-1"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-1"

1'-5"

1'-11"

2'-4"

2'-10"

4'-1"

4'-8"

5'-3"

5'-9"

6'-4"

1'-4"

1'-9"

2'-2"

2'-7"

3'-9"

4'-3"

4'-9"

5'-3"

5'-10"

1'-2"

1'-7"

2'-0"

2'-4"

3'-5"

3'-11"

4'-5"

4'-11"

5'-5"

1'-2"

1'-6"

1'-10"

2'-3"

3'-3"

3'-8"

4'-2"

4'-7"

5'-0"

1'-0"

1'-4"

1'-8"

2'-0"

2'-11"

3'-3"

3'-8"

4'-1"

4'-6"

NOTES:

1. THESE TABLES ARE BASED ON THE FOLLOWING ASSUMPTION:

A. CLEAR SPACING OF BARS ≥ db

B. CLEAR COVER ≥ db

C. STIRRUPS OR TIES PROVIDED THROUGHOUT DEVELOPMENT LENGTH ≥ CODE MINIMUM

OR

1. CLEAR SPACING OF BARS ≥ 2db

2. CLEAR COVER ≥ db

2. FOR OTHER CASES, MULTIPLY LENGTHS SHOWN BY 1.5.

3. FOR TOP BAR SPLICES, MULTIPLY LENGTHS SHOWN BY 1.3. TOP BARS ARE SUCH THAT 12" OR

MORE OF FRESH CONCRETE IS CAST BELOW THE SPLICE OR DEVELOPMENT LENGTH.

4. FOR LIGHTWEIGHT CONCRETE, MULTIPLY LENGTHS SHOWN BY 1.3.

5. FOR HIGHER GRADE STEEL, MULTIPLY LENGTHS SHOWN BY A RATIO OF HIGHER fy (KSI) OVER

60 (KSI). ALL OTHER FACTORS LISTED STILL APPLY.

6. FOR COMPRESSION LAP SPLICE USE (0.0009fy-24)db

CLASS 'A' TENSION LAP SPLICE

CLASS 'B' TENSION LAP SPLICE

3500 4000 5000 6000 7000 8000 10000

#3

#4

#5

#6

#7

#8

#9

#10

#11

0'-9"

1'-0"

1'-3"

1'-6"

2'-3"

2'-6"

2'-10"

3'-2"

3'-6" fc (psi)

BAR

SIZE 3000 3500 4000 5000 6000 7000 8000 10000

#3

#4

#5

#6

#7

#8

#9

#10

#11

LAP SPLICE SCHEDULE (UNCOATED GRADE 60 BARS IN CONCRETE)

FOUNDATION PLAN NOTES:

1. TYPICAL TOP OF FOOTING ELEVATION (TFE) = 2'-0" BELOW GRADE AT WALLS NOT RETAINING SOIL. AT WALLS RETAINING SOIL, TYPICAL TFE = 3'-0" BELOW GRADE.

SEE PLAN FOR ACTUAL TOP OF FOOTING ELEVATIONS. VERIFY WITH CIVIL / ARCH.

2. SEE THIS SHEET FOR LAP SPLICE SCHEDULE IN CONCRETE.

3. SEE ARCH./ SITE PLANS FOR PROJECT LOCATION.

4. SEE ARCH./ SITE PLAN FOR PAVEMENT AND GRADING LAYOUTS AND ELEVATIONS.

5. THE GEOTECHINICAL ENGINEER SHALL VERIFY THAT THE FOOTING ELEVATIONS SHOWN LOCATE THE BOTTOM OF THE FOOTING AT AN ELEVATION WHICH PROVIDES BEARING IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF LOCATIONS THAT DO NOT SATISFY THOSE REQUIREMENTS. IN THOSE CASES, THE GRADE MAY BE ELEVATED WITH COMPACTED MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER OR THE FOOTING DEPTH MAY BE

INCREASED WITH THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.

6. "S S" ON PLAN INDICATES FOOTING STEP. SEE DETAIL 1/SS201 FOR ADDITIONAL INFORMATION.

7. SEE ARCH DRAWINGS FOR VENEER EXPANSION JOINT LOCATIONS. COORDINATE CONTROL/CONSTRUCTION JOINTS IN CONCRETE STEM WALLS WITH VENEER EXPANSION JOINT LOCATIONS. PROVIDE MAX SPACING BETWEEN CONTROL/CONSTRUCTION JOINTS OF 20'-0" OC. SEE DETAILS 2 & 4/SS201 FOR CONCRETE STEM WALL CONTROL JOINT AND

3 & 5/SS201 FOR CONCRETE STEM WALL CONSTRUCTION JOINT.

EXISTING WALL TO BE REMOVED.

EXISTING STRIP FOOTING

TO BE REMOVED. PER THE

EXISTING DRAWINGS, A COLD

JOINT sHOULD BE PRESENT AT

THIS LOCATION.

EXISITING FOOTING TO REMAIN

EXISTING WALL TO REMAIN

EXISTING PIER AND SPREAD

FOOTING TO REMAIN

SS502

PER THE EXISTING

DRAWINGS, A COLD

JOINT SHOULD BE

PRESENT AT THE

FACE OF THE

EXISTING PIER

SS501

TYPICAL

AT 5 HIGH

COLUMN

SS501

TYP. AT 4 HIGH

DOUBLE SIDED

NICHE WALL

SS501TYPICAL AT 4

HIGH DOUBLE

SIDED COLUMN

SS501

TYP. AT 3 HIGH

NICHE WALL

SS501

TYP. AT 3 HIGH

COLUMN

SS502

SS502

SS502

SS502

SS502

SS101

TFE = 1470.93

TFE = 1469.92

TFE = 1470.49

TFE = 1471.18

TFE = 1472.63

TFE = 1471.62

TFE = 1472.88

TFE = 1472.19

TFE = 1472.76

TFE = 1473.04

TFE = 1473.48

TFE = 1473.73

TFE = 1474.10

TFE = 1473.61

TFE = 1474.30

S

S

S

S

S

S

S

S

S

S

S

S

SS502

TFE = 1473.3

S

S

S

S

TFE = 1473.61TFE = 1474.3

TFE = 1474.05

SS101

I

J

GRID

F TO I

E

F

G

D

C

B

A

H

EXIST.

' - 8

/2

' - 8

/2

' - 3

/8

' - 8

/2

' - 3

/8

' - 8

/2

' - 3

/8

GRID

D TO E

GRID

E TO F

GRID EXIST.

TO D

EXPANSION JOINT

SEE DETAIL 7/SS502

EXPANSION JOINT

SEE DETAIL 7/SS502

EXPANSION JOINT

SEE DETAIL 7/SS502

EXPANSION JOINT

SEE DETAIL 7/SS502

THIS SEGMENT OF FOOTING WILL

BE REMOVED DURING FUTURE

EXPANSION. PROVIDE COLD JOINT

AT THIS LOCATION AND TERMINATE

HORIZONTAL BARS 1 1/2" SHORT OF

THIS LOCATION

THIS SEGMENT OF WALL WILL

BE REMOVED DURING FUTURE

EXPANSION. PROVIDE COLD JOINT

AND TERMINATE HORIZONTAL BARS

1 1/2" SHORT AT FACE OF PIER

TYP.

TYP.

GRID

I TO J

90.00°

.0

90.00°

.5

88.50°

88.50°

.0

.0

88.50°

.0

88.50°

.5

90.00°

.5

90.00° .5

90.00°

.0

85.95°

' - 8

/2

' - 1

/4

' - 3

SS501

SS101

' - 0

' - 0

1' - 0

S

S

' - 1

1' - 1 0"

' - 1

GRID

85.92°

TYPICAL GRID

INTERSECTION

LOCATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

AST PROJECT NUMBER:

OR 1037

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

2763 RILEY RD, EAGLE POINT, OR 97524

906CM3016

15795 Dwg. OF 48

C U s e rs

\T B ix le r\ D o c u m e n ts

\O R

C e n tr a l_ tb ix le rD

J P

H P

.r v t

/1

/2

:3

:3

A

M

SS101

FOUNDATION PLAN

03/02/2021 MAS TRB

FOUNDATION PLAN - BASE BID

1/16" = 1'-0"

N

ENLARGED FOUNDATION PLAN AT EXIST

3/16" = 1'-0"

FOUNDATION PLAN - ADD ALT

1/16" = 1'-0"

N

ENLARGED FOUNDATION PLAN

1/2" = 1'-0"

TYPICAL ENLARGED FOUNDATION PLAN

1/4" = 1'-0"

46Revisions: Date: EXPIRES: vlul'bLz

1' - 6" LAP

1' - 6" LAP

FOOTING, SEE PLAN

FOR SIZE AND

REINFORCING

MATCH SIZE AND

SPACING OF FOOTING

REINFORCING

THUS:

SEE PLAN FOR

FOOTING STEP

LOCATION

COORDINATE STEP

LOCATION WITH

PANEL JOINT

TFE =

SEE PLAN

TFE =

SEE PLAN

C L E

A R

T Y

P

C

LEAR

3" LAP

"S

"S"

C O

N T

R O

L

J O

IN

T

C L

CIP CONCRETE

WALL, SIZE AND

REINF. VARY

NOTE:

CUT 1/2 OF THE HORIZ. WALL REINF.

AT CONTROL JOINT LOCATIONS

C O

N S

T R

U C

T

IO

N J O

IN

T

C L

PROVIDE DWL AT EVERY

OTHER HORIZ. REINF.

BAR- SIZE TO MATCH

HORIZ WALL REINF.

ALTERNATE:

PROVIDE KEYWAY

IN LIEU OF DWLS.

NOTE:

TERMINATE TYP. HORIZ. REINF. AT CONSTRUCTION JOINT.

CENTER DWL'S. OR KEYWAY IN WALL THICKNESS. A

CONSTRUCTION JOINT CAN TAKE THE PLACE OF A CONTROL JOINT.

CIP CONCRETE

WALL, SIZE AND

REINF. VARY

2' - 0" 2' - 0"

6" SHELF

7' - 10"

6" SHELF

CONC. FOOTING

SEE PLAN

SLAB ON GRADE

SEE CIVIL

STONE VENEER

SEE ARCH.

CIP CONCRETE

PIER

SEE ARCH.

THICKNESS

STONE VENEER

SEE ARCH.

(8) #5 VERT. BARS

T/ PIER =

SEE ARCH.

T/ LEDGE =

SEE ARCH.

TFE. = VARIES

SEE PLAN

PROVIDE CLASS "A"

LAP SPLICES FOR

ALL REINF. UNO

#3 TIES @ 12" O.C.

C L R

DOWEL(S) WITH STD.

HOOK TO MATCH

SIZE AND SPACING

OF VERT. REINF.

EXTEND LONG.

REINF. FROM

ADJACENT

FOOTING. SEE

DETAIL 1/SS502

STONE CAP

SEE ARCH.

1' - 10" 4' - 0" 2' - 0"

EXTEND ADJACENT

HORIZONTAL WALL

REINFORCING

THROUGH PIERS AND

ADJACENT FOOTING

REINFORCEMENT

T/ CONC. =

SEE CIVIL

C L R

3" CLR.

C L R

#5 AT 12" OC EACH

WAY TOP AND

BOTTOM

4" PERFORATED DRAIN TILE

SEE ARCH/CIVIL

T O

P S

O

IL

2' - 0" TYP.

1/4" - 3/4" CRUSHED

CLEAN AGGREGATE

WATERPROOFING

MEMBRANE AND

DRAINAGE BOARD.

TO BOTTOM OF FOOTING.

OVERLAP MEMBRANE

SEAMS 3" MIN. W/

CONTINUOUS TAPE

5 0Z NON-WOVEN FABRIC

BETWEEN CRUSHED

AGGREGATE AND

REMAINING BACKFILL

1' - 0"

1/2" ⌀ x 6" HAS-R 316

STAINLESS STEEL

THREADED ROD WITH

HILTI HIT-HY 200 ADHESIVE

4 PER CAP

C L R

3" CLR.

DRAINTILE

SEE ARCH./CIVIL

GRAVEL STRIP

SEE ARCH./CIVIL

SLAB ON GRADE

SEE CIVIL

TFE =

SEE PLAN

DOWELS WITH STANDARD

HOOK TO MATCH SIZE AND

SPACING OF U BARS

T/ CONC. =

SEE CIVIL

#5 AT 12" OC EACH WAY

TOP AND BOTTOM

4' - 0"

T/ WALL =

SEE ARCH.

CONCRETE WALL

PRECAST NICHE UNIT

#5 U-BARS AT

12" OC

#6 BARS CONTINUOUS

AT 12" OC LONG.

STONE CAP, SEE ARCH.

STAINLESS STEEL

ANCHORAGE

BY PC SUPPLIER

PROVIDE CLASS A

LAP SPLICE FOR ALL

REINFORCMENT UNO

5' - 6"

T/ NICHE =

SEE ARCH.

1/2" ⌀ x 6" HAS-R 316

STAINLESS STEEL

THREADED ROD WITH

HILTI HIT-HY 200 ADHESIVE

AT 18" OC

C L R

FOOTING/PIER

STONE CAP, SEE ARCH.

T/ PIER =

SEE ARCH.

T/ LEDGE =

SEE ARCH.

#3 TIES AT 12" OC

MAXIMUM

CONCRETE PIER

#5 AT 12" OC EACH WAY

TOP AND BOTTOM

TFE =

SEE PLAN

DOWELS WITH

STANDARD HOOK TO

MATCH SIZE AND

SPACING OF VERTICAL

REINFORCING

SLAB ON GRADE

ON EACH SIDE

SEE CIVIL

T/ CONC. =

SEE CIVIL

SHELF

6"

EXTEND ADJACENT HORIZONTAL

REINFORCING THROUGH PIERS AND

ADJACENT FOOTING REINFORCEMENT

PROVIDE CLASS A

LAP SPLICE FOR ALL

REINFORCMENT UNO

BRICK VENEER

SEE ARCH.

EXPANSION JOINT

SEE CIVIL

6' - 0"

5' - 0"

SHELF

6"

6' - 10"

3" CLR.

C L R

C L R

FOOTING/PIER

(12) - #5 VERT. BARS

1/2" ⌀ x 6" HAS-R 316

STAINLESS STEEL

THREADED ROD WITH

HILTI HIT-HY 200 ADHESIVE

4 PER CAP

T/ WALL =

SEE ARCH.

4" 1' - 8 1/2" 1' - 1 1/2" 4"

PRECAST NICHE

UNIT SEE ARCH.

T/ WALL=

SEE ARCH.

STONE WALL CAP

SEE ARCH.

CONCRETE FOOTING

SEE PLAN

SLAB ON GRADE

SEE CIVIL

DRAIN TILE

SEE ARCH./ CIVIL

C L R

C

L R

3' - 6"

DOWEL(S) WITH CLASS A

LAP AND STD. HOOK TO

MATCH SIZE AND SPACING

OF VERT. REINF.

REFER TO DETAIL

8/SS501 FOR

ATTACHMENT INFO.

REFER TO DETAIL

9/SS501 FOR

ATTACHMENT INFO.

#6 AT 12" OC

#4 AT 12" OC

2' - 10"

7 1/2"

SHELF

6"

1/2"

TFE =

SEE PLAN

T/ CONC. =

SEE CIVIL

C L R

3" CLR.

#5 AT 12" OC EACH WAY

TOP AND BOTTOM

1' - 0"

GROUT BAR WITH HILTI

HIT-HY 200 ADHESIVE

INTO THE FOOTING.

EMBED 8"

DOWEL BAR 8" INTO STEM WALL

USING HILTI HIT-HY 200 ADHESIVE

#4 BARS

AT 12" OC

THUS: 14"

FIT

#4 BARS

AT 12" OC

THUS:

14"

FIT

(3) - #4 BARS

CONTINUOUS LONG

NICHE UNIT SHELF IS ASSUMED

TO BE PLACED AFTER STEM WALL

HAS BEEN CAST.

1/2" ⌀ x 6" HAS-R 316 STAINLESS

STEEL THREADED ROD WITH

HILTI HIT-HY 200 ADHESIVE

AT 18" OC AT CIP WALL

STAINLESS STEEL ANCHORS

INTO NICHE UNITS BY PC

SUPPLIER

C.I.P. CONCRETE

STEM WALL

PC CONCRETE

NICHE UNIT

STAINLESS STEEL

ANCHORAGE BY PC

SUPPLIER

SEE DETAIL 10/SS501 FOR

ADDITIONAL INFORMATION

1/2" GROUT CAVITY

STAINLESS STEEL

EMBED. PL. BY PC

SUPPLIER, DESIGN

LATERAL LOAD = 2.5K

(ULTIMATE)

STONE WALL CAP NOT

SHOWN FOR CLARITY

STONE VENEER

SEE ARCH.

CIP CONCRETE

STEM WALL

SEE DETAIL 10/SS501 FOR

ADDITIONAL INFORMATION

PC CONCRETE

NICHE UNIT

STAINLESS STEEL

EMBED PL. 3x3x1/4x12" LONG w/ (2) 1/2" Øx4"

HEADED STUD

3/16" 6"

STAINLESS STEEL

PL. 1/4"x4"x6"

STONE CAP, SEE ARCH.

T/ PIER =

SEE ARCH.

T/ LEDGE =

SEE ARCH.

#3 TIES AT 12" OC

MAXIMUM

CONCRETE PIER

TFE =

SEE PLAN

DOWELS WITH

STANDARD HOOK TO

MATCH SIZE AND

SPACING OF VERTICAL

REINFORCING

SLAB ON GRADE

ON EACH SIDE

SEE CIVIL

T/ CONC. =

SEE CIVIL

SHELF

6"

EXTEND ADJACENT HORIZONTAL

REINFORCING THROUGH PIERS AND

ADJACENT FOOTING REINFORCEMENT

PROVIDE CLASS A

LAP SPLICE FOR ALL

REINFORCMENT UNO

STONE VENEER

SEE ARCH.

EXPANSION JOINT

SEE CIVIL

4' - 0"

3' - 0"

SHELF

6"

5" 4' - 0" 5"

4' - 10"

C L R

3" CLR.

C L R

#5 AT 12" OC EACH WAY

TOP AND BOTTOM

FOOTING/PIER

(8) - #5 VERT. BARS

1/2" ⌀ x 6" HAS-R 316

STAINLESS STEEL

THREADED ROD WITH

HILTI HIT-HY 200 ADHESIVE

4 PER CAP

C O

N S

T R

U C

T

IO

N J

O

IN

T C

L

WALL REINF.,SEE DETAILS

ON SHEET SS502

MAINTAIN 2" CLEAR TO

OUTERMOST BARS ON ALL

FACES AND JOINT

3/4" CHAMFER @ BOTH

SIDES OF CONTROL

JOINT

D E

S

IG

N W

A L

L T

H

IC

K N

E S

S

S E

E D

E T

A

IL

S O

N S

H E

E T

S S

F O

R

NOTE:

A CONSTRUCTION JOINT CAN TAKE

PLACE OF A CONTROL JOINT

2' - 0" 2' - 0"

ALL HORIZ. REINF.

SHALL BE 2" CLEAR OF

CONSTRUCTION JOINTS

PROVIDE DWL AT EVERY

OTHER HORIZ. REINF. BAR

- SIZE TO MATCH HORIZ.

WALL REINF. CENTER IN WALL

ALTERNATE:

PROVIDE KEWAY IN

LIEU OF DWLS

C O

N T

R O

L J

O

IN

T C

L

WALL REINF., SEE DETAILS ON

SHEET SS202

MAINTAIN 2" CLEAR TO

OUTERMOST BARS ON ALL

FACES AND JOINT

3/4" CHAMFER AT BOTH

SIDES OF CONTROL JOINT

PROVIDE 3/4" DEEP SAWCUT

OR RECESS AT CONTROL

JOINT LOCATION - FILL W/

APPROVED JOINT SEALER

CUT 1/2 OF HORIZ. REINF. IN

WALL AT CONTROL JOINTS

(ALT BARS AT DUAL MATS)

D E

S

IG

N W

A L

L T

H

IC

K N

E S

S

S E

E D

E T

A

IL

S O

N S

H E

E T

S S

F O

R

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

AST PROJECT NUMBER:

OR 1037

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

2763 RILEY RD, EAGLE POINT, OR 97524

906CM3016

15795 Dwg. OF 48

C U s e rs

\T B ix le r\ D o c u m e n ts

\O R

C e n tr a l_ tb ix le rD

J P

H P

.r v t

/1

/2

:3

:4

A

M

SS501

SECTIONS AND DETAILS

03/02/2021 MAS TRB

TYPICAL STRIP FOOTING STEP

1/2" = 1'-0" (AST S1002a)

CONCRETE WALL CONTROL JOINT

1/2" = 1'-0"

CONCRETE WALL CONSTRUCTION JOINT

1/2" = 1'-0"

SECTION

1/2" = 1'-0"

SECTION

3/4" = 1'-0"

SECTION

3/4" = 1'-0"

SECTION

3/4" = 1'-0"

SECTION

1" = 1'-0"

SECTION

1" = 1'-0"

SECTION

3/4" = 1'-0"

RETAINING WALL CONSTRUCTION JOINT

3/4" = 1'-0"

RETAINING WALL CONTROL JOINT

3/4" = 1'-0"

Revisions: Date: EXPIRES: vlul'bLz

T/ LEDGE =

SEE ARCH.

1' - 4" 1' - 8" 1' - 2" 4' - 10"

PRECAST NICHE

UNIT SEE ARCH.

T/ WALL =

SEE ARCH.

STONE WALL CAP

SEE ARCH.

CONCRETE FOOTING

SEE PLAN

SLAB ON GRADE

SEE CIVIL

DRAIN TILE

SEE ARCH./CIVIL

C L R

2" CLR.

2" CLR.

C L R

9' - 0"

1" CLR.

REFER TO DETAIL

11/SS201 FOR

ATTACHMENT INFO.

#4 BARS AT 12" OC

EACH FACE

1/2"

#6 BARS AT 12" OC

(9) #5 LONG

#6 BARS AT 12" OC

2' - 10"

C L R

(3) #4 BARS

CONTINUOUS LONG

#4 BARS

AT 12" OC

THUS:

(5) #5 LONG

#6 BARS AT 12" OC

PROVIDE DOWELS WITH STANDARD HOOK

TO MATCH SIZE AND SPACING OF VERT.

WALL REINFORCING

M

IN

#5 BARS AT 12" OC

TFE =

SEE PLAN

C L R

SEE DETAIL 6/SS501

FOR ADDITIONAL

INFORMATION

3" CLR.

14"

FIT

#4 BARS

AT 12" OC

THUS:

14"

FIT

GROUT BAR WITH HILTI

HIT-HY 200 ADHESIVE

INTO THE FOOTING.

EMBED 8"

DOWEL BAR 8" INTO STEM WALL

USING HILTI HIT-HY 200 ADHESIVE

NICHE UNIT SHELF IS ASSUMED

TO BE PLACED AFTER STEM WALL

HAS BEEN CAST.

1' - 0"

1/2" ⌀ x 6" HAS-R 316 STAINLESS

STEEL THREADED ROD WITH

HILTI HIT-HY 200 ADHESIVE

AT 18" OC AT CIP WALL

STAINLESS STEEL ANCHORS INTO

NICHE UNITS BY PC SUPPLIER

T/ LEDGE =

SEE ARCH.

1' - 8" 1' - 8" 1' - 2" 5' - 0"

PRECAST NICHE

UNIT SEE ARCH.

T/ WALL =

SEE ARCH.

CONCRETE FOOTING

SEE PLAN

SLAB ON GRADE

SEE CIVIL

DRAIN TILE

SEE ARCH./CIVIL

2" CLR.

9' - 6"

2" CLR.

REFER TO DETAIL

11/SS201 FOR

ATTACHMENT INFO.

#4 BARS AT 12" OC

EACH FACE

1/2"

#7 BARS AT 12" OC

(10) #5 LONG

#6 BARS AT 12" OC

2' - 10"

C L R

(3) #4 BARS

CONTINUOUS LONG

#4 BARS

AT 12" OC

THUS:

(5) #5 LONG

#7 BARS AT 12" OC

PROVIDE DOWELS WITH STANDARD

HOOK TO MATCH SIZE AND SPACING

OF VERT. WALL REINFORCING

STONE WALL CAP

SEE ARCH.

C L R

M

IN

#5 BARS AT 12" OC

TFE =

SEE PLAN

SEE DETAIL 6/SS501

FOR ADDITIONAL

INFORMATION

T/ CONC. =

SEE CIVIL

C L R

3" CLR.

14"

FIT

#4 BARS

AT 12" OC

THUS:

14"

FIT

GROUT BAR WITH HILTI

HIT-HY 200 ADHESIVE

INTO THE FOOTING.

EMBED 8"

DOWEL BAR 8" INTO STEM WALL

USING HILTI HIT-HY 200 ADHESIVE

NICHE UNIT SHELF IS ASSUMED

TO BE PLACED AFTER STEM WALL

HAS BEEN CAST.

KEYWAY

SEE DETAIL

8/SS202

1/2" ⌀ x 6" HAS-R 316 STAINLESS

STEEL THREADED ROD WITH

HILTI HIT-HY 200 ADHESIVE

AT 18" OC AT CIP WALL

STAINLESS STEEL ANCHORS INTO

NICHE UNITS BY PC SUPPLIER

PRECAST NICHE

UNIT SEE ARCH.

STONE WALL CAP

SEE ARCH.

SLAB ON GRADE

SEE CIVIL

DRAIN TILE

SEE ARCH./CIVIL

T/ WALL =

SEE ARCH.

T/ LEDGE =

SEE ARCH.

1' - 10" 1' - 8" 1' - 2" 5' - 10"

CONCRETE FOOTING

SEE PLAN

2" CLR.

10' - 6"

1" CLR.

REFER TO DETAIL

11/SS201 FOR

ATTACHMENT INFO.

1/2"

#7 BARS AT 12" OC

(11) #5 LONG

#6 BARS AT 10" OC

2' - 10"

C L R

(3) #4 BARS

CONTINUOUS LONG

#4 BARS

AT 12" OC

THUS:

(5) #5 LONG

#7 BARS AT 12" OC

PROVIDE DOWELS WITH STANDARD HOOK

TO MATCH SIZE AND SPACING OF VERT.

WALL REINFORCING

#5 BARS AT 12" OC

#4 BARS AT 12" OC

EACH FACE

C L R

M

IN

SEE DETAIL 6/SS501

FOR ADDITIONAL

INFORMATION

3" CLR.

C L R

TFE =

SEE PLAN

14"

FIT

#4 BARS

AT 12" OC

THUS:

14"

FIT

GROUT BAR WITH HILTI

HIT-HY 200 ADHESIVE

INTO THE FOOTING.

EMBED 8"

DOWEL BAR 8" INTO STEM WALL

USING HILTI HIT-HY 200 ADHESIVE

NICHE UNIT SHELF IS ASSUMED

TO BE PLACED AFTER STEM WALL

HAS BEEN CAST.

KEYWAY

SEE DETAIL

8/SS202

1/2" ⌀ x 6" HAS-R 316 STAINLESS

STEEL THREADED ROD WITH

HILTI HIT-HY 200 ADHESIVE

AT 18" OC AT CIP WALL

STAINLESS STEEL ANCHORS INTO

NICHE UNITS BY PC SUPPLIER

T/ WALL =

SEE ARCH.

2' - 4" 1' - 8" 1' - 2" 6' - 10"

PRECAST NICHE

UNIT SEE ARCH.

STONE WALL CAP

SEE ARCH.

CONCRETE FOOTING

SEE PLAN

SLAB ON GRADE

SEE CIVIL

DRAIN TILE

SEE ARCH./CIVIL

C L R

2" CLR.

12' - 0"

1" CLR.

REFER TO DETAIL

9/SS201 FOR

ATTACHMENT INFO.

1/2"

#7 BARS AT 12" OC

(12) #5 LONG

#6 BARS AT 10" OC

2' - 10"

C L R

(3) #4 BARS

CONTINUOUS LONG

#4 BARS

AT 12" OC

THUS:

(6) #5 LONG

#7 BARS AT 12" OC

PROVIDE DOWELS WITH STANDARD HOOK

TO MATCH SIZE AND SPACINGOF VERT.

WALL REINFORCING

M

IN

#4 BARS AT 12" OC

EACH FACE

#5 BARS AT 12" OC

T/ CONC. =

SEE CIVIL

TFE =

SEE PLAN

SEE DETAIL 6/SS501

FOR ADDITIONAL

INFORMATION

3" CLR.

C L R

T/ WALL =

SEE ARCH.

14"

FIT

GROUT BAR WITH HILTI

HIT-HY 200 ADHESIVE

INTO THE FOOTING.

EMBED 8"

#4 BARS

AT 12" OC

THUS:

14"

FIT

DOWEL BAR 8" INTO STEM WALL

USING HILTI HIT-HY 200 ADHESIVE

NICHE UNIT SHELF IS ASSUMED

TO BE PLACED AFTER STEM WALL

HAS BEEN CAST.

KEYWAY

SEE DETAIL

8/SS202

1/2" ⌀ x 6" HAS-R 316 STAINLESS

STEEL THREADED ROD WITH

HILTI HIT-HY 200 ADHESIVE

AT 18" OC AT CIP WALL

STAINLESS STEEL ANCHORS INTO

NICHE UNITS BY PC SUPPLIER

4' - 8 1/2" 1' - 5 1/2" 2' - 10"

CONCRETE FOOTING

SEE PLAN

2" CLR.

9' - 0"

#5 BARS AT 12" OC

(9) #5 LONG

#6 BARS AT 12" OC

C L R

(5) #5 LONG

#6 BARS AT 12" OC

PROVIDE DOWELS WITH

STANDARD HOOK TO MATCH

SIZE AND SPACING OF VERT.

WALL REINFORCING

T/ WALL =

SEE ARCH.

#4 BARS AT 12" OC

EACH FACE

#6 BARS AT 12" OC

TFE =

SEE PLAN

2 1/2"

SLAB ON GRADE

SEE CIVIL

T/ LEDGE =

SEE ARCH.

TSE VARIES

SEE CIVIL

BOND BREAKER

GRADE

SEE CIVIL

T/ LEDGE =

SEE ARCH.

C L R

SEE DETAIL 6/SS501

FOR ADDITIONAL

INFORMATION

DRAIN TILE

SEE ARCH./CIVIL

2 1/2"

1/2" ⌀ x 6" HAS-R 316 STAINLESS

STEEL THREADED ROD WITH

HILTI HIT-HY 200 ADHESIVE

AT 18" OC

CIP CONCRETE

STEM WALL

SEE DETAIL

1/SS202

CONCRETE FOOTING

SEE PLAN EXISTING FOOTING

TO REMAIN

EXISTING PIER

TO REMAIN

MATCH NEW TOP OF

FOOTING ELEVATION

TO EXISITNG

EXTEND AND GROUT

REINFORCING OF NEW

WALL/FOOTING TO EXISTING

FOOTING WITH HILTI HIT-HY 200

ADHESIVE. EMBED 6"

#5x2'-6" BAR

6"

1" PREFORMED

EXPANSION JOINT

E X

P A

N S

IO

N

J O

IN

T

C L

S E

E P

L A

N F

O R

L O

C 'S

WALL REINF., SEE DETAILS ON

SHEET SS202

MAINTAIN 2" CLEAR TO

OUTERMOST BARS ON ALL

FACES AND JOINT

3/4" CHAMFER AT BOTH

SIDES OF CONTROL JOINT

1" PREFORMED EXPANSION

JOINT FILLER

CONT. 9" LONG RIBBED

WATERSTOP w/ 1" O.D.

CENTER BULD - RUN

VERTICALLY FROM TOP

OF FOOTING UP 3"

BELOW TOP OF WALL

D E

S

IG

N W

A L

L T

H

IC

K N

E S

S

S E

E D

E T

A

IL

S O

N S

H E

E T

S S

F O

R

ALL HORIZ. REINF.

SHALL BE 2" CLEAR OF

EXPANSION JOINTS

UTILIZE EXPANSION JOINT

AS CONSTRUCTION JOINT

(2) #5 BARS TOP

C L R

#5 BARS AT 12" OC

U-BARS

(2) #5 BARS BOTTOM

1' - 2"

3" CLR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

7301 OHMS LANE

SUITE #215

(952) 854-9302 TEL.

© PROPERTY OF ADVANCED

STRUCTURAL TECHNOLOGIES.

THIS DOCUMENT MAY NOT BE

USED OR COPIED WITHOUT THE

PRIOR WRITTEN CONSENT OF

ADVANCED STRUCTURAL

TECHNOLOGIES.

EDINA, MN 55439

ASTENG.COM

AST PROJECT NUMBER:

OR 1037

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

2763 RILEY RD, EAGLE POINT, OR 97524

906CM3016

15795 Dwg. OF 48

C U s e rs

\T B ix le r\ D o c u m e n ts

\O R

C e n tr a l_ tb ix le rD

J P

H P

.r v t

/1

/2

:3

:4

A

M

SS502

SECTIONS AND DETAILS

03/02/2021 MAS TRB

SECTION

1/2" = 1'-0"

SECTION

1/2" = 1'-0"

SECTION

1/2" = 1'-0"

SECTION

1/2" = 1'-0"

SECTION

1/2" = 1'-0"

NEW TO EXISTING

1/2" = 1'-0"

RETAINING WALL EXPANSION JOINT

3/4" = 1'-0"

ENLARGED KEYWAY VIEW

1" = 1'-0"

Revisions: Date: EXPIRES: vlul'bLz