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AS NOTED

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

P A

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M E

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A

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1 2 3 4 5

1 2 3 4 5

A

B

C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

C. ALLAN BAMFORTH, JR.,

NORFOLK, VIRGINIA

3120 Highwoods Blvd, Suite 214

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

NOTE:

NTS

D1

FORM SNAP-TIE HOLE

SIZE

4"

6"

9"

TYP

5/32"

4"x3/16"

6"x3/8"

9"x3/8"

3/16"

3/8"

3/16"

3/8"

1"

7/8"

1.

2.

3.

4.

NON-ROUND CENTER BULBS SHALL HAVE A MINIMUM OUTSIDE DIMENSION OF 'D'.

"A"

NOTES:

3/8" 3/8"

3/4" 1/4"

1/4"

1/4"

"A" "B" "C" "D" "E" "F"

VERTICAL ELL VERTICAL TEE VERTICAL CROSS

FLAT ELL FLAT CROSS

ALL WELDS SHALL BE PER WATERSTOP MANUFACTURER'S RECOMMENDATIONS.

NOTE:

FLAT TEE

CONCRETE WALL

NOTES:

SUBMIT DETAILS OF SPLICING AND LOCATION.

5.

4.

1.

2.

3.

NTS

B1

PLASTIC WATERSTOP

NTS

C3

WATERSTOP JOINTS

NTS

A3

WATERSTOP CONNECTION

UNIFORM IN EACH DIRECTION.

APPROXIMATELY EQUAL HORIZONTALLY AND VERTICALLY AND SHALL BE

THE SPACING OF FORM TIES ON EXPOSED PORTIONS OF WALLS SHALL BE

EXPOSED FACE OF WALL

WATERSTOP

SIDE OF WALL

INSIDE OR WATER

INSERTS EACH FACE

USE CONICAL TYPE

SPECIFIED, TYP

DEPTH OF CONE AS

REPAIR MATERIAL

FILL WITH

ALL RIBS, TYP

1/8" PROJECTION

@ CTR BULB

THICKNESS

"B"-MIN STEM THICKNESS

"E"-MIN BULB

FACE OF WS

EA SIDE, EA

NO. OF RIBS

"F"-APPROXIMATE

OUTSIDE DIA

"D"-CENTER BULB

@ OUTSIDE

THICKNESS

"C"-MIN STEM

CONSTRUCTION JOINTS.

SIMILAR WATERSTOPS WITHOUT CENTER BULB MAY BE SUBSTITUTED AT

BULB TYPE WATERSTOP SHOWN IS REQUIRED FOR EXPANSION AND CONTROL JOINTS.

SHOWN OTHERWISE.

USE 6 INCH WATERSTOPS IN ALL CONSTRUCTION JOINTS UNLESS SPECIFICALLY

JOINTS

SHOWN BELOW FOR IN-PLANE

JOINTS & WELD SIMILAR AS

MITER CORNERS OF VERTICAL

WELD

SECOND

WELD

FIRST

WELD

SECOND

WELD

FIRST

WELD

THIRD

SLAB

CONCRETE

SLAB JOINT

WATERSTOP IN BASE

WALL JOINT

WS IN VERTICAL

SEE NOTE 3.

INTERSECTIONS,

BOND WS AT ALL

BASE SLAB JOINT

FOOTING OR

WS IN WALL

OR BASE SLAB

CONCRETE FOOTING

TO CONTINUOUS LONGITUDINAL WATERSTOP IN WALL BASE FOR COMPLETE SEAL.

BOND OR SPLICE ALL HORIZONTAL TRANSVERSE WATERSTOPS IN BASE SLAB JOINTS

1.

2.

3.

4.

5.

6.WATER CURE GROUT FOR 4 DAYS MINIMUM.

1/2"

M

IN

EXISTING CONCRETE

3/4"

/4

NOTE:

GROUTING PROCEDURE:

CONSTRUCTION JOINT

ONLY WHERE SPECIFICALLY INDICATED ON PLANS.

FOR USE IN NON-MOVING CONSTRUCTION JOINTS AND

PRIOR TO GROUTING GROOVE.

WAIT UNTIL NEW CONCRETE MINIMUM 28 DAYS OLD

POWER WIRE BRUSH OR SANDBLASTING.

ROUGHEN AND CLEAN SURFACES OF GROOVE WITH

PACK GROUT INTO GROOVE.

USE STEEL HAMMER AND STEEL TOOL TO DENSELY

NTS

A1

HYDROPHILIC/GROOVE WATERSTOP

CONC WALL

1 1/2"

/2

3 1/2", SEE NOTE 2

1.

2.

NOTES:

NTS

C5

CONC OR

GROUT FILL KEY

1/ 2" M

IN

2 1/2" M

IN

SEE NOTE 3

3.

SEE D1/S-802A

CONSTRUCTION JOINT,

WS IN WALL BASE

WATERSTOP IN WALL BASE FOR COMPLETE SEAL, SEE C3/S-800A FLAT CROSS JOINT.

BOND OR SPLICE ALL VERTICAL WATERSTOPS IN WALL JOINTS TO LONGITUDINAL

FOR CONCRETE PLACEMENT SEQUENCE, SEE C1/S-801A .

FOR PLASTIC WATERSTOP DETAILS, SEE B1/S-800A.

SPLICE SEE C3/S-800A.

SATURATE AREA FOR 24 HOURS PRIOR TO GROUTING.

GRADE STRUCTURES)

(EXTERIOR - DRY BELOW

HOLDING STRUCTURES)

(INTERIOR - WATER

OR SLAB

WET FACE OF WALL

PROCEDURE

GROOVE, SEE GROUTING

FORMED CONTINUOUS

DRY FACE

NEW CONCRETE

AS RECOMMENDED BY MANUFACTURER

SMOOTH SURFACE, BOND IN PLACE

WATERSTOP, GRIND CONTINUOUS

CONTINUOUS HYDROPHILIC

CONC FILL

GROUT OR

ANGLE

SLOPE

FILL

ANGLE

SLOPE

FILL

SEE NOTE 2

3 1/2", CONC FILL

GROUT OR

TO WALL OR SLAB IS LESS THAN 45 DEGREES.

PROVIDE KEY FOR ALL FILL WHERE FILL SLOPE ANGLE

2" MINIMUM THICKNESS OF GROUT OR CONCRETE FILL.

LENGTHEN 3 1/2" BLOCKOUT AS REQUIRED TO MAINTAIN

CONC SLAB

DRY PACK WITH NON-SHRINK GROUT.

AT SUMP IN SLAB, FORM EXPOSED FACE OF GROUT TOPPING.

09-30-2017Expires

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

10'-0" MIN

20'-0" MAX

40'-0" MAX

CJ SPACING

10'-0" MIN

20'-0" MAX

1.

2.

C J S

P A

C

IN

G

M A

X

C J S

P A

C

IN

G

M

IN

M A

X

M A

X

LOCATE WALL CONSTRUCTION JOINTS AS SHOWN, UNLESS INDICATED OTHERWISE.

40'-0" MAX

CJ SPACING

10'-0" MIN

20'-0" MAX

M

IN

M A

X

POURS WITH SPECIFICATION 03 30 00.

COORDINATE CONSTRUCTION JOINT LOCATIONS AND TIME BETWEEN CONCRETE

PLAN

NOTES:

STEP 2

STEP 4

STEP 3

STEP 1

STEP 1

STEP 2

STEP 3

STEP 4

FINISH PLACING CONCRETE ABOVE THE WATERSTOP TO TOP OF SLAB.

CONCRETE SLAB

PLASTIC WATERSTOP

NOTES:

NTS

A1

WALL CONSTRUCTION JOINT SPACING

NTS

C1

CONCRETE PLACEMENT SEQUENCE

2" CLR,

TYP

T

SEE NOTE 2

NOTES:

WATERSIDE

DRY SIDE

3/4"

ROUGHEN AND CLEAN

1.

2.

NOTES:

PLAN

T

T /2

NTS

D3

SLAB CONSTRUCTION JOINT

WALL FORMING

CONNECTORS TO FACILITATE

MECHANICAL THREADED

PROVIDE DOWELS W/

CONTRACTORS OPTION TO

NTS

C3

SLAB CONSTRUCTION JOINT AT WALL

ACROSS JOINT.

ALL REINFORCING CONTINUOUS

NTS

B3

WALL VERTICAL CONSTRUCTION JOINT

2.

1.SEE PLANS

FOR JOINT TYPE,

SLAB AND FOOTING POURS WITH HORIZONTALLY PLACED PLASTIC WATERSTOPS.

PLACEMENT SEQUENCE SHOWN REQUIRED ON BOTH SIDES OF JOINTS, IN ALL CONCRETE

THOROUGHLY.

PLACE CONCRETE BELOW WATERSTOP FIRST, REMOVE ALL AIR VOIDS BY VIBRATING

IMPRESSION, PROCEED WITH STEP 3.

LARGER THAN 1/4 INCH IN DIAMETER IS PRESENT ANYWHERE IN THE WATERSTOP

END. IF A CONTINUOUS IMPRESSION IS CONFIRMED, PROCEED WITH STEP 4. IF A VOID

CONCRETE. CONTINUE THIS PROCEDURE ALONG THE ENTIRE POURED JOINT, END TO

OF THE WATERSTOP, INCLUDING EDGE OF BULB, SHOULD BE VISIBLE IN THE FRESH

TO CONFIRM THERE ARE NO AIR VOIDS, LIFT WATERSTOP. A CONTINUOUS IMPRESSION

VIBRATED, AND STEP 2 REPEATED.

IMPRESSION, ADDITIONAL CONCRETE SHALL BE PLACED UNDER THE WATERSTOP,

IF A VOID LARGER THAN 1/4 INCH IN DIAMETER IS PRESENT IN THE WATERSTOP

WATERSTOP, TYP

TO INTERSECTING

WATERSTOP, BOND

6" PLASTIC

THROUGH JOINT

CONTINUOUS

TYP SLAB REINF

T&B, EA SIDE OF JOINT

TYPICAL SLAB REINF

3/8" TOOLED JOINT

ROUGHEN AND CLEAN

& REINFORCING

ELEVATION, THICKNESS

SEE PLANS FOR

INTERMEDIATE SLAB,

3/4" x SLAB DEPTH + 1"

CONTINUOUS KEYWAY,

INTERMEDIATE SLAB

CONTINUOUS PAST

POUR WALLS

HYDROPHILIC WATERSTOP

INDICATED ON PLANS

LAP REINF AS

FROM TOP OF WALL

CONTINUOUS, STOP 1 1/2"

6" PLASTIC WATERSTOP

T H

IC

K N

E S

S

S L

A B

T H

IC

K N

E S

S

W A

L L

SEAL. SEE A1/S-800A

SLAB FOR COMPLETE

OF INTERMEDIATE

WATERSIDE EDGES

GROOVE, TYP ALL

WATERSTOP DEPTH = T/2 OR 6 1/2" MAXIMUM.

WATERSTOP, SEE C1/S-801A.

FOR CONCRETE PLACEMENT AROUND

SEE DETAIL B3/S-801A

VERTICAL CJ, TYP

AND DRAWINGS.

FOR LOCATIONS, SEE A1/S-801A

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

C L

R

SECURE WATERSTOP IN-PLACE AS SPECIFIED.

1.

2.

NOTES:

/2

EQUAL

SLAB TOP REINF SEE PLANS

LOCATION OF BASE

OF REINFORCEMENT.

LOCATE WATERSTOP ON LIQUID FACE, 1" CLEAR

FOR WALLS WITH SINGLE MAT OF REINFORCING

NTS

D1

WALL BASE CONSTRUCTION JOINT

L A

P

2.

3.

4.

5.

6.

OPNG OPNG

1.

DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.

FOR OPENINGS LARGER THAN 8'-0", REINFORCE SAME AS FOR 8'-0" OPENINGS.

SEE NOTE 1

PROVIDE MINIMUM LAP, SEE GENERAL STRUCTURAL NOTES.

NOTES:

TOTAL AREA ON EACH SIDE OF OPENING.

SPACE AT 3 BAR DIAMETERS (OR 3" MINIMUM) ON CENTER. LOCATE HALF OF

CUT, SEE NOTE 6 & 7

EQUAL BAND "B" BARS

TOTAL AREA OF BARS

CUT, SEE NOTE 6 & 7

BAND "A" BARS

BARS EQUAL

TOTAL AREA OF

7.

EXTRA REINFORCEMENT WHICH WILL FIT, AT THE BAR SPACING IN NOTE 6.

AT OPENINGS WITHIN 12" OF AN INTERSECTING WALL OR SLAB, PROVIDE ONLY THE

"A" BAR

"B" BAR

1.

2.

3.DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.

SEE NOTE 1

PROVIDE MINIMUM LAP, SEE GENERAL STRUCTURAL NOTES.

NOTES:

ELEVATION

EA LAYER OF REINF

AT EA CORNER FOR

ADD 1 - #5x4'-0" DIAGONAL

OPENINGS

ELEVATED FLOOR LEVEL

LEVEL WALLS FOR

DOWELS FROM LOWER

OPENING. PROVIDE MATCHING

"A" BARS EF REQD BELOW

EF REQD AND AREA OF 2

SLAB ON GRADE, #5 DIAGONAL

IF OPENING LOCATED ABOVE

N O

T E

NOTE

3 3

NOTE

N O

T E

"L

"L" "L"

NOTE

NOTE

NOTE

N O

T E

1.

2.

NOTES:

SINGLE REINFORCING MAT

NOTE

3.

4.

5.

6.

L = LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION.

"L

"L" "L"

"G" BARS

"D" BARS

"F" BARS

"E" BARS

DOUBLE REINFORCING MAT

SIZE AND SPACING.

UNLESS OTHERWISE NOTED, "B" AND "C" BARS ARE THE SAME SIZE AND SPACING AND "F" AND "G" BARS ARE THE SAME

NTS

A1

OPENING REINFORCING

NTS

C3

OPENING REINFORCING

NTS

A3

TYPICAL WALL CORNER AND INTERSECTION REINFORCING

JOINT

CONSTRUCTION

CUT BAND "B"

STEEL REINF

CUT BAND "A"

STEEL REINF

SEE NOTE 1

EA LAYER OF REINF

AT EA CORNER FOR

ADD 1 - #5x4'-0" DIAG

LARGER THAN 8"

OF REINF FOR OPNGS

OPNG +8", IN EA LAYER

1 - #5 HOOP, DIA OF

OTHERWISE ON PLANS.

STRUCTURES AND ALL STRUCTURAL CONCRETE SLABS UNLESS INDICATED

TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS OF BELOW GRADE AND HYDRAULIC

FACE), INCLUDING DOWELS AND CORNER BARS, TYPICAL.

PROVIDE A MINIMUM OF 2 "A" BARS AND 2 "B" BARS EACH SIDE OF OPENING (1 EACH

SLAB

FLOOR

WIDTH

8'-0" MAX

LOUVERS

OR

DOORWAY

WINDOW,

WALLS UNLESS INDICATED OTHERWISE ON PLANS.

TYPICAL FOR ALL OPENINGS IN ABOVE GROUND BUILDING CONCRETE

OTHERWISE NOTED

90° HOOK UNLESS

STD ACI-318

TYPICAL

NOTE 5

LAP, SEE

NOTE 5, TYP

LAP, SEE

THE DWGS

AS NOTED ON

90° HOOK OR

STD ACI-318

SEE PLANS

"A" BARS,

"B" BARS

"C" BARS

THE DWGS

AS NOTED ON

STD HOOK OR

AS NOTED FOR THE REINFORCING BETWEEN THE CORNERS OR INTERSECTIONS.

THE SIZE AND SPACING SHALL BE THE SAME AS THE WALL HORIZONTAL REINFORCING SHOWN ON THE WALL SECTIONS OR

WHERE THE CORNER OR INTERSECTION REINFORCING SIZE AND SPACING IS NOT SHOWN, NOTED OR TABULATED ON THE PLANS, 10 FEET, OR 1.0 TIMES THE HEIGHT OF THE WALL, EXCEPT THAT IN NO CASE SHALL IT BE LESS THAN 2 FEET.

EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED AS "NOTE 3" SHALL BE THE LESSER OF L/4, OF THE TWO REINFORCING BARS BEING SPLICED.

"LAP LENGTH" AS REQUIRED BY THE GENERAL STRUCTURAL NOTES. USE THE LAP LENGTH AS REQUIRED FOR THE SMALLER

EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED AS "NOTE 5" SHALL BE EQUAL TO ONE

BAR SIZE AND SPACING.

AND INTERSECTIONS SHALL BE FABRICATED AND INSTALLED WITH SPLICES LOCATED WHERE SHOWN REGARDLESS OF

AND PERMIT PROPER PLACEMENT, FOR SIZE AND SPACING SEE PLANS. ALL HORIZONTAL REINFORCING AT CORNERS

TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION REINFORCING LAYOUT IS SHOWN TO AVOID CONGESTION

INTERSECTION REINFORCING

WITH CORNER AND

ON WALL SECTIONS, LAP

INTERSECTIONS AS SHOWN

BETWEEN CORNERS AND

HORIZ WALL REINFORCING

INTERSECTION REINFORCING

LAP WITH CORNER AND

SHOWN ON DRAWINGS,

WALL REINFORCING AS

TYPICAL HORIZONTAL

N O

T E

3/4"

3/4"

MATERIAL

BACKUP

SECTION

AT LIQUID HOLDING SLABS

(SEE NOTE 2)

SEALANT

WATERSTOP

FILLER

PREMOLDED JOINT

NOTES:

SECTION

AT NON-LIQUID HOLDING SLABS

2.

1.

1/2" OF TOP OF SLAB

FILLER TO WITHIN

POURABLE JOINT

SEALANT

SURFACE

LIQUID SIDE

WATERSTOP

JOINT FILLER

PREMOLDED

BITUMINOUS

WATERSTOP

EA SIDE OF

JOINT FILLER,

PREMOLDED

BITUMINOUS

SECONDARY CONTAINMENT.

LIQUID HOLDING SLABS INCLUDING AREAS FOR TEMPORARY

NAILS @ 1'-0" SPACING EMBEDDED IN FIRST SLAB POUR.

ATTACH PREMOLDED JOINT FILLER WITH 8d GALVANIZED

NTS

C5

SLAB EXPANSION

JOINT TREATMENT

SEE B1/S-800A

WATERSTOP

6" PLASTIC

BARS EF UON

AREA OF 2 "A"

HEIGHT UON

EXTEND FULL STORY

MATCHING DOWELS,

OF OPENING W/

EACH FACE, EACH SIDE

AREA OF 2 "B" BARS

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

CONSTRUCTION JOINT

AT INTERMEDIATE

AT BASE SLABAT ELEVATED SLAB

WS

WS

WS

SEE NOTES

@ 6" EF,

HORIZ BARS

SEE NOTES

@ 6" EF,

HORIZ BARS

SEE NOTES

@ 6" EF,

HORIZ BARS

EMBEDMENT LENGTH

ACI MINIMUM HOOK

SIZE

BAR

EMBED

MIN

#4 7"

#5 9"

#6

#7

#8

#9

#10

11"

12"

14"

16"

17"

WALL DOWELS

REINFORCING

WALL VERTICAL

SLAB REINFORCINGLENGTH

EMBEDMENT

MIN HOOK

M

IN

L

A P L

E N

G

WALL SECTION

NOTE:

IS MET, SEE TABLE ABOVE

MINIMUM HOOK EMBEDMENT LENGTH

OF SLAB REINFORCING, PROVIDED

ABOVE BOTH LAYERS OF BOTTOM MAT

HOOKS MAY BE PLACED DIRECTLY

HOOKS ARE SHOWN ON DRAWINGS,

REGARDLESS OF HOW WALL DOWEL

2.

1.

HOOKS FOR WALL DOWELS MAY BE PLACED IN ANY ORIENTATION IN PLAN.

TO AND BE TIED OFF TO BOTTOM MAT OF SLAB REINFORCING.

UNLESS NOTED OTHERWISE, ALL DOWEL HOOKS SHALL EXTEND

TYP

1.

2.

1'-0" 1'-0"

TYP

2 - #5 EACH SIDE

CONSTRUCTION JOINT

SECTION

ENCASEMENT RISER

NOTES:

2'-0"

SLAB THICKNESS

NTS

C3

REINFORCING AT HORIZONTAL CONSTRUCTION JOINT

NTS

A3

MAT OF SLAB REINFORCING

HOOKS MAY BE PLACED AT BOTTOM

HOOKS ARE SHOWN ON DRAWINGS,

REGARDLESS OF HOW WALL DOWEL

NTS

A1

PIPE ENCASEMENT

TOP OF SLAB

EXTENDED DOWN TO

REINFORCING MAY BE

LAP, WALL VERTICAL

GREATER THAN REQUIRED

INDICATED ON DRAWINGS IS

WHERE THE DOWEL LENGTH

2.

1.PROVIDE MINIMUM LAP, SEE GENERAL STRUCTURAL NOTES.

NOTES:

NTS

C1

3.

4.

PROVIDE A MINIMUM OF ONE BAR EACH SIDE OF OPENING.

SEE NOTE 1 & 2 NOTES:

CONST JOINT CONST JOINTCONST JOINT

ENCASEMENT

TIES CONT TO END OF

BOTTOM "U" SECTION OF

GROSS END AREA

EQUAL TO ENCASEMENT

AREA BELOW VERT PIPE RISER

PROVIDE LEVEL BEARING

IN ALL CONSTRUCTION JOINTS

CONTINUOUS ALL AROUND

HYDROPHILIC WATERSTOP

ENCASEMENT REINF

TYPICAL PIPE

AROUND

8" MIN ALL

CONTINUOUS

7 - #5

#5 TIES @12"

NOTES

GENERAL STRUCTURAL

LAP LENGTH, SEE

CUT BAND "B"

STEEL REINF

CUT, SEE NOTE 4

EQUAL BAND "B" BARS

TOTAL AREA OF BARS

CUT, SEE NOTE 4

BAND "A" BARS

BARS EQUAL

TOTAL AREA OF

CUT BAND "A"

STEEL REINF

OR CORNER PILES), PROVIDE ACI STANDARD HOOK 2" CLEAR OF FACE OF CONCRETE.

AT LOCATIONS WHERE BAR WOULD EXTEND BEYOND EDGE OF CONCRETE (E.G. EDGE

ON EACH SIDE OF OPENING.

SPACE AT 3 BAR DIAMETERS (OR 3" MINIMUM) ON CENTER. LOCATE HALF OF TOTAL AREA

PLAN SECTION

MIN

2'-0"

T Y

P

C L

R

FOUNDATION SLAB

CONCRETE PILE

PRECAST

AT EA CORNER

ADD 1 - #5x4'-0" DIAG

M

IN

AT PILE PENETRATION

OPENING REINFORCING

PROVIDE ADDITIONAL

SEE DRAWINGS

REINFORCING,

TYPICAL

VERTICAL WALL REINFORCING/DOWEL PLACEMENT

PRECAST CONCRETE PILE TO SLAB CONNECTION

A1 ON DRAWING S-802A

AROUND PIPE SEE DETAIL

TYPICAL OPENING REINF

S /4

H E

IG

H T

H

T

IE

S

P A

C

IN

G S

S /2

H /6

S /2

H /6

OR TOP OF COLUMN

BOTTOM OF STRUCTURE

THREE TIES

OR STRUCTURE

TOP OF FOUNDATION

NTS

A5

FOR CONCRETE COLUMN

TYPICAL TIE SPACING

D E

V E

L O

P M

E N

T

L E

N G

2" CLR

EW OVER PILE

2 - #5 x 4'-0"

D R

A W

IN

G S

U O

N O

N

TOGETHER. SEE A1/S-804A.

WHEN PIPE ENCASEMENT IS CLOSER THAN 4" TO SLAB ABOVE, TIE SLAB & ENCASEMENT

CJ, SEE D1/S-802A

ABOVE, SEE A3/S-802A.

PROVIDE CORNER BARS AT 6" SPACING EACH FACE TO LAP WITH THE BARS SHOWN

SEE A1/S-540A

FOR COLUMN

AND SPACING,

TIES - FOR SIZE

PRECAST CONCRETE PILE

AND LARGER, SEE DETAIL C1/S-804A.

SECTION APPLIES TO PIPES W/ DIAMETERS 18" AND SMALLER. FOR 20" DIAMETER PIPES

3.

2.

1.

#8

#7

#6

#5

MINIMUM BAR SIZE

>22

16, 18, 20

12, 14

WALL THICKNESS (INCHES)

SEE C3/S-803A

HORIZONTAL REINFORCING

PROVIDE ADDITIONAL

SEE B1/S-800A

ON DRAWING,

AND WHERE INDICATED

GRADE STRUCTURES

STRUCTURES, BELOW

LIQUID CONTAINING

WATERSTOP FOR

PROVIDE PLASTIC

OR THE MINIMUM BAR SIZE IN THE TABLE BELOW, WHICHEVER IS GREATER.

BAR SIZE SHOWN ON THE DRAWINGS OR LARGER BAR SIZE CALLED OUT ON DRAWINGS

HORIZONTAL BAR SIZE FOR THE 4’-0” ZONE SHALL BE THE TYPICAL WALL HORIZONTAL

PROVIDE ADDITIONAL BARS FOR 6” SPACING.

STRUCTURES. WHERE TYPICAL WALL HORIZONTAL BARS ARE AT 12” SPACING,

HORIZONTAL WALL CONSTRUCTION JOINTS IN LIQUID CONTAINING AND BELOW-GRADE

PROVIDE HORIZONTAL BARS AT 6” SPACING EACH FACE IN THE FIRST 4’-0” ABOVE ALL

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P A

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A

B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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C

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

H=10 FEET

REINF

PIPE ENCASEMENT TABLE

20 THRU 30

36 THRU 42

48 THRU 54

UP TO 60

#5@12"

#5@12"

#6@12"

#6@12"

H=20 FEET

REINF

#5@12"

#6@12"

#7@12"

#6@6"

H=30 FEET

REINF

#5@12"

#7@12"

#7@6"

#7@6"

H=40 FEET

REINF

#6@12"

#6@6"

#7@6"

#7@6"

P

IP

E O

D T

Y P

E A

C H F

A C

E

C L

R

L A

P L

E N

G T

H

TYP EA SIDE

"REINF" T&B

2.

3.

4.

OPTIONAL CONSTRUCTION JOINT

1.

M

IN

5.

"H" IS FILL HEIGHT OR WATER DEPTH OR COMBINATION ABOVE PIPE.

/2

6.HYDROPHILIC WATERSTOP CONTINUOUS ALL AROUND IN ALL CONSTRUCTION JOINTS.

T

T T

T (in) T (in) T (in) T (in)

NOTES:

END CLEARANCE, TYP

PLACEMENT AND

AS REQD FOR PIPE

SIDE, ROTATE HOOK

"REINF" TYP EACH

1.

2.

TYP

#5@12"

#5@12" 1'-0" 1'-0"

SEE NOTE 2

M

IN

M

IN

#5@12"

TYP

FOR LOCATION & JOINT TYPE

OR CONTROL JOINT, SEE PLANS

CL SLAB EXP, CONTRACTION

TO ALLOW JOINT MOVEMENT (1" MIN)

RUBBER ALL AROUND COUPLING

CLOSED CELLULAR SPONGE SECTION

JOINT DETAILNOTES:

2'-0"

10"

/2

2'-0"

NTS

C1

PIPE ENCASEMENT

NTS

A1

PIPE ENCASEMENT AT SLAB

3'-0"

BAR SIZE AND SPG

MATCH TOP MAT

BAR SIZE AND SPG

MATCH TOP MAT

THICKNESS

GRADE

SLAB ON

3'-0"

SIDES

TYP 3

12" MIN

THICKNESS

GRADE

SLAB ON

WALL THICKNESS

MIN 1'-0" OR

#5@6" TYP

#5@6" TYP

NTS

A3

IN-SLAB SUMP REINFORCING

(IN.)

PIPE DIA

AND TWO. SEE NOTE 2.

HEAVY DARK LINE INDICATES BREAK BETWEEN ONE LAYER OF REINFORCING

SEE NOTE 2 FOR T = 8"

"REINF" T&B, SEE TABLE.

AND SIDES

2" CLR, TYP TOP

TYP ALL AROUND

LONGITUDINAL,

#4@12"

BOTTOM OF SLAB, SEE NOTE 5

NOTE

SEE

ENCASEMENT AND BOTTOM OF SLAB IS LESS THAN 4".

TIE PIPE ENCASEMENT TO SLAB AS SHOWN WHEN DISTANCE BETWEEN PIPE

NOT SHOWN

TYPICAL SLAB REINF

+6"

LENGTH

COUPLING

JOINT

CONSTRUCTION

AT ENCASEMENT

THICKEN SLAB

SLAB JOINT, SEE SLAB JOINT DETAILS

ENCASEMENT JOINT TYPE SAME AS

#5@12", TYP

FOR CONT SEAL

SLAB JOINT

WATERSTOP IN

JOINT. WELD TO

IN ENCASEMENT

WATERSTOP

6" PLASTIC

AT JOINT

DISCONTINUOUS

ENCASEMENT REINF

#5@12" TYPICAL

SLAB EXPANSION & CONTROL JOINTS

(WITHOUT THRUST TIES) AT ALL

LOCATE PIPE FLEX COUPLING

SLAB JOINT

CENTERED ON

PIPE JOINT

6" PLASTIC WS IN ENCASEMENT JOINTS. WELD TO WS IN SLAB JOINTS.

& DOWELS

TYP WALL VERTS

& DOWELS

TYP WALL VERTS

TYPICAL SLAB - TYPE A

THICKENED SLAB - TYPE B

REINF

TYP SLAB

REINF

TYP SLAB

T Y

P

C L

R

N O

T E

S

S T

R U

C T

U R

A L

S E

E G

E N

E R

A L

S E

E

P L

A N

S M

IN

EMBEDMENT SEE

PLANS

S E

E

P L

A N

S

EMBEDMENT SEE

PLANS

OF BAR

LENGTH

1'-0"

TYP

OF BAR,

LENGTH

NTS

D3

PIPE ENCASEMENT

1'-0" 1'-0"

#5@12"

1.

NOTES:

TYP ALL AROUND

LONGITUDINAL,

#4@12"

SEE A1/S-803A.

FOR ENCASEMENT AT PIPE RISER,

2.

ENCASEMENT TOGETHER. SEE A1/S-804A.

THAN 4" TO SLAB ABOVE, TIE SLAB AND

WHEN PIPE ENCASEMENT IS CLOSER

3.

ALL AROUND IN ALL CONSTRUCTION JOINTS.

HYDROPHILIC WATERSTOP CONTINUOUS NOTE 3

SEE

REQUIRED. SEE A2/S-819A AND C1/S-820A.

REBAR LOCATION SHALL ACCOMMODATE GRATING CONNECTIONS WHERE

FOR ENCASEMENT AT PIPE RISER, SEE A1/S-803A.

TOGETHER. SEE A1/S-804A.

WHEN PIPE ENCASEMENT CLOSER THAN 4" TO SLAB ABOVE, TIE SLAB & ENCASEMENT

SEE A1/S-803A SIM.

FOR T=8" REINFORCING SHALL BE ONE LAYER AND CENTERED IN SLABS OR WALLS.

SEE A1/S-803A.

THIS DETAIL APPLIES TO PIPE DIAMETER OF 20" AND LARGER. FOR SMALLER THAN 20",

INTO TOP OF SLAB ABOVE

EXTEND VERTS & BEND 1'-0"

SEE A1/S-803A AND C1/S-804A.

PIPE ENCASEMENT REINF

CJ SEE D1/S-802A

PER A1/S-802A

REINF 3 SIDES

DIAG & ADDL

SIDES PER A1/S-802A

DIAG & ADDL REINF 3

CJ SEE D1/S-802A

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

License Number F-0699 27604 Tel: 919-875-4311

Suite 214 Raleigh, NC

TYPE A

IN1

ANCHOR BOLT SLEEVE

SEE NOTE 7

#4@12" EW

OR LARGER)

(#5@12" FOR AB 3/4" DIA

#4@12" MIN 4 PER PAD

MAX

1 1/2"

2 - #4 @ TOP OF PAD

#4@12" EW

TYPE C

THICKNESS NOT SHOWN SEE PLANS

SUSPENDED SLAB; FOR REINF AND

OF OPNG EW

2 MIN EA SIDE

M

IN1

MAX

1 1/2"

OF PAD

2 - #4 @ TOP

FOR PAD HT > 10"

ADDL #4@6"

4 1/2" MIN ALL AROUND

AROUND

3" MIN ALL

FORM TO RETAIN GROUT

PLANS & EQUIP MFR

OPNG SIZE, VERIFY W/

EQUIPMENT BASE

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

DETAILS

ANCHOR BOLT

SEE NOTES &

ANCHOR BOLT,

3/4" CHAMFER, TYP

LARGER)

FOR AB 3/4" OR

PER PAD (#5@12"

#4@12" MIN 4

OPENINGS > 6"

#4 OR FOR

OPNG IF "X" > 1'-6"

#4@12" BARS AT

BOLT SLEEVE

ANCHOR

CONSTRUCTION JOINT

NOTE 7

SEE

1.

2.

TYPE E

NTS

C1

CONCRETE EQUIPMENT PAD - TYPE A

NTS

C3

CONCRETE EQUIPMENT PAD - TYPE C

NTS

A3

GENERAL NOTE:

THICKNESS NOT SHOWN SEE PLANS

ON GRADE; FOR REINF AND

SUSPENDED SLAB OR SLAB

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

3" MIN ALL AROUND

4 1/2" MIN ALL AROUND

EQUIPMENT BASE

& ANCHOR BOLT DETAILS

ANCHOR BOLT, SEE NOTES

3/4" CHAMFER, TYP

FOR PAD HT > 10"

ADDL #4@6"

CONSTRUCTION JOINT

UNLESS NOTED OTHERWISE.

EQUIPMENT SHALL BE 3 1/2" HIGH,

CONCRETE PADS FOR ELECTRICAL

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

WHEN ANCHORAGE OF EQUIPMENT

EQUIPMENT

GENERAL NOTE:

GENERAL NOTE:

NTS

C5

CONCRETE CURB

AT SIDEWALK DOOR

PLAN

SECTION

#4 TYP

GENERAL NOTE:

LOCATION WITH SIDEWALK DOOR INSTALLATION.

COORDINATE CONCRETE CURB DIMENSIONS AND REINFORCING

OC ALL AROUND

#4 HAIRPINS @ 6"

DOOR

SIDEWALK

HATCH DRAIN

#4 TYP

#4@6" ALL AROUND

FOR PAD HT > 4"

#4@12" EW, 1 1/2" CLR

FOR PAD HT < 4",

#3@12" EW, 1" CLR

EQUIPMENT PAD

3/4" CHAMFER, TYP

TO PLACING PAD

ROUGHEN & CLEAN PRIOR

CONSTRUCTION JOINT,

SEE C3/S-807A

@ 12" OC @ PERIMETER.

#4 ADHESIVE DOWEL

CALCULATIONS

ANCHORAGE

OR AS REQUIRED BY

2" MIN ALL AROUND

FOR THICKNESS SEE PLANS

SLAB OR SLAB ON GRADE,

EXST OR NEW SUSPENDED

EQUIPMENT PAD - TYPE E

CONCRETE

TYPE B

SEE NOTE 7

#4@12" EW

2 - #4 @ TOP OF PAD

3/4" CHAMFER, TYP

OR LARGER)

(#5@12" FOR AB 3/4" DIA

#4@12" MIN 4 PER PAD

4 1/2" MIN ALL AROUND

3" MIN ALL AROUND

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

ANCHOR BOLT SLEEVE

CONSTRUCTION JOINT

FOR PAD HT > 10"

ADDL #4@6"

& ANCHOR BOLT DETAILS

ANCHOR BOLT, SEE NOTES

EQUIPMENT BASE

GENERAL NOTE:

A4

CONCRETE EQUIPMENT PAD - TYPE B

NTS

SEE A1/S-800A SIM

WATERSTOP

HYDROPHILIC/GROOVE

FOR GENERAL NOTES SEE A4/S-806A.

FOR GENERAL NOTES SEE A4/S-806A.

FOR GENERAL NOTES SEE A4/S-806A.

FOR GENERAL NOTES SEE A4/S-806A.

SEE A1/S-806A

ANCHOR BOLT

CONC CURB

9"

TYP

MIN

U O

N

M

IN

10" MAX NOTE 3

REQD, 3 1/2" MIN,

PAD HEIGHT AS

3.

DRAINAGE BLOCKOUT SEE C4/S-808A.

6" MIN FOR EQUIPMENT PAD WITH

NOT SHOWN SEE PLANS

REINF AND THICKNESS

CONCRETE SLAB; FOR

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PM/DM

P A

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B

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D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

1.5

NOTE:

TYPE G

M

IN6

MIN

6"

1.5

TYPE H

M

IN

#5@12" EW T&B

TYPE K

6'-0" MAX

VARIES

BOLT DETAILS

NOTES & ANCHOR

ANCHOR BOLT, SEE

AB DIA (IN.)

MIN PAD HT (IN.)

1 2

7 10 11 15 18 21 24

1/2 5/8 3/4 7/8 1 1/4 1 3/8 1 1/2 1 3/4

8 1/2 12 1/2 16 1/2

NOTES:

M

IN

d + 1", MIN d d

M

IN

1.

2.

M F

R R

E Q

D O

R d

NON-SHRINK GROUT

SLEEVE, SEE NOTE 2

MATERIAL TO MATCH BOLT.

d

C L

R

C L

R

ELEVATION

ANCHOR BOLT BLOCKOUTMACHINERY ANCHOR BOLT DETAIL

ANCHOR BOLT RETROFIT

NTS

C1

CONCRETE EQUIPMENT PAD - TYPE H

NTS

D1

CONCRETE EQUIPMENT PAD - TYPE G

NTS

C4

CONCRETE EQUIPMENT PAD - TYPE K

NTS

A4

CONCRETE EQUIPMENT PAD - NOTES

NTS

A1

ANCHOR BOLT DETAILS

GENERAL NOTE:

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

WHEN ANCHORAGE OF EQUIPMENT

ON PLANS

NOTED OTHERWISE

6" MIN, TYP UNLESS

CLR FROM TOP SURFACE

#5@12" EW AT 2"

#5 CONT

GRADE

FINISH

SEE NOTE

ANCHORS,

CONCRETE

EQUIPMENT

TYP

CHAMFER,

3/4"

ALL AROUND

EDGE OF SLAB

THICKENED

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

WHEN ANCHORAGE OF EQUIPMENT

GENERAL NOTE:

ON PLANS

NOTED OTHERWISE

6" MIN, TYP UNLESS

2 - #5 CONT

GRADE

FINISH

SEE NOTE

ANCHORS,

CONCRETE

EQUIPMENT

ALL AROUND

EDGE OF SLAB

THICKENED

TYP

CHAMFER,

3/4"

EQUIPMENT BASE

GENERAL NOTE:

SHOWN SEE PLANS

THICKNESS NOT

FOR REINF AND

OR SLAB ON GRADE;

SUSPENDED SLAB

CONCRETE PLACEMENT

MOVEMENT DURING

PLACE TO AVOID

VOID, ANCHOR IN

OR FORMED

(STYROFOAM)

RIGID FILL

JOINT

CONSTRUCTION

VOID

3/4" CHAMFER, TYP

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

SLEEVE

ANCHOR BOLT

3" MIN ALL AROUND

4 1/2" MIN ALL AROUND

BY MFR

REQUIRED

PLANS OR AS

INDICATED ON

PAD HEIGHT AS

8" MIN

EMBEDMENT + 2",

ANCHOR BOLT

BY MFR

OR AS REQD

SIZE AS SHOWN

ANCHOR BOLT,

INSIDE DIAMETER

d + 1", MIN

BEAM

SLAB OR

STRUCTURAL

TOP OF

GROUT

W/ NON-SHRINK

FILL BLOCKOUT

BOLT DETAIL

ANCHOR

EQUIPMENT

SEE TYPICAL

GROUT

TO GROUTING

CAST AND PRIOR

AFTER CONC IS

TOP BY CUTTING

REMOVE FORM AT

SLEEVE AS SPECIFIED

ANCHOR BOLT

SEE NOTE 2

3" DIA MIN,

WASHER,

1/8" PLATE

AS REQD

PROJECTION

CONC

TOP OF

BY MFR

OR AS REQD

SIZE AS SHOWN

ANCHOR BOLT,

AS REQD

PROJECTION

ALL AROUND

3" CLR,

EQPT PAD

TOP OF CONC

OR BEAM

CONC SLAB

PAD HEIGHT

CONC EQPT

TOP OF CONC

AS REQD

PROJECTION

ALL AROUND

EDGE, CLEAN

ROUGHEN

GROUT

NON-SHRINK

FILL WITH

AS REQD

DEPTH

HOLE IN EXST CONC

6d, 4" MIN CORED

O R d

M F

R R

E Q

D

M

IN

d

MAX EW, T&B

#5 @ 12"

FOR GENERAL NOTES SEE A4/S-806A.

FOR GENERAL NOTES SEE A4/S-806A.

AND NOTES NOT SHOWN SEE A4/S-806A.

FOR CONCRETE EQUIPMENT PAD DETAILS

FOR GENERAL NOTES SEE A4/S-806A.

4" MINIMUM EDGE DISTANCE IN EACH DIRECTION.

AND APPROVED BY THE ENGINEER. ANCHORS SHALL BE INSTALLED WITH

THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT MANUFACTURER

OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR BOLTS LESS

AT CONTRACTOR'S OPTION, CONCRETE ANCHORS MAY BE USED IN LIEU8.

MINIMUM SHOWN, USE TYPE "B" EQUIPMENT PAD WITH BLOCKOUT.

EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHT LESS THAN THE

KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE TABLE BELOW). WHERE

HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT CLEARANCE TO 7.

SET AND PACK VOID WITH GROUT.

THE GROUT IS PLACED. WEDGES OR SHIMS SHALL BE REMOVED AFTER GROUT IS

WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE BASE WHILE6.

EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED OTHERWISE.5.

AFTER BOLTS ARE ALIGNED. SEE A1/S-806A.

ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED WITH NON-SHRINK GROUT

THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3" GREATER THAN

ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" GREATER 4.

SHALL BE 8 TIMES THE BOLT DIAMETER.

MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM SLEEVE LENGTH

ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR BOLT3.

PAD IS BEING PLACED.

A TEMPLATE OR OTHER ACCEPTABLE MEANS, MATCHING THE BASE PLATE, WHILE

APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH

BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER AND AS

THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR 2.

INDICATED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER.

PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON THE PLANS OR AS 1.

8" UON (NOTE 2)

NOTE:

1. DO NOT USE FOR VIBRATORY EQUIPMENT.

2. FOR 12" WALL PROVIDE TWO LAYERS OF WALL REINFORCING AND DOWELS.

TYP ALL SIDES (NOTE 2)

#4 @ 6", TYP ALL SIDES (NOTE 2)

MAX, CENTERED,

#5 DOWELS @ 12"

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PM/DM

P A

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A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

VOID

NOTES:

PLAN

#5@12" EW EF, TYP

SEE PLAN

T.O. CONC EL

SECTION

#5@12" T&B EW TANK

TYPE L

M

IN

SPACING

VERTICAL

#5@12" MAX

TYPE "A" SADDLE

S E

E T

A B

L E

TYPE "B" SADDLE

SEE TABLE

REINFORCING "A",

SEE TABLE

PIPE DIRECTION)

"W" (IN LONGITUDINAL

FOR FOOTING WIDTH

SPACING

#5@12" MAX VERTICAL

#5@12"

#5@12" EW

INDICATED ON PLANS

PIPE STRAP WHERE

INDICATED ON PLANS

PIPE STRAP WHERE

6.

5.

4.

3.

2.

PIPE SADDLE TABLE

PROVIDE 3/4" BY STRAP WIDTH PLUS 1" WIDE NEOPRENE PAD BELOW STRAP.

AT SUBMERGED CONDITIONS, STRAP SHALL BE STAINLESS STEEL.

FOR LOCATIONS WHERE PIPE STRAP IS REQUIRED, SEE DRAWINGS. UNLESS INDICATED OTHERWISE A STRAP IS NOT REQUIRED.

USE TYPE 'A' SADDLE IN ALL LOCATIONS WHERE A SLAB (NEW OR EXISTING) OCCURS. USE TYPE 'B' IN OTHER LOCATIONS.

FORM 3/4" BEVEL ON ALL EXPOSED CORNERS OF SUPPORT.

TO HOOK AROUND VERTICALS , 1 1/2" CLEAR OF CONCRETE

FOR "B"=10" OR THICKER, USE 2 LAYERS OF REINFORCING, TURN HORIZONTAL BARS 90°

NTS

C1

TANK PAD

NTS

A1

PIPE SUPPORT - CONCRETE SADDLE

2.

FOLLOW ADHESIVE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.

3.

#7

#6

#5

#4

#3

3 1/2"

4"

5"

6"

7"

12 1/2"

8"

13"

16"

20"

7" 22"

#9 24"

NOTES:

#8

2 1/2"

7 1/2"

5"

8"

10 1/2"

14"

15"

11"

MINIMUM

EMBEDMENT A

MINIMUM

EMBEDMENT B

MINIMUM

EDGE DIST

DOWEL

SIZE

T

1.

UNLIMITED EDGE DISTANCE

LIMITED EDGE DISTANCE

BY ADHESIVE MANUFACTURER

HOLE DIA AS RECOMMENDED

NTS

C3

ADHESIVE DOWEL

PLANS

SLAB, SEE

FOUNDATION

M

IN

NEW OR EXST

CONCRETE SLAB,

#3

TO PIPE DURING POURING

FELT SECURE TIGHT

2 LAYERS OF ROOFING

GRADE

FINISHED

GROUT, POURABLE

1" MIN NON-SHRINK

SEE PLAN

FOR ELEVATION,

TABLE

SADDLE, SEE

WIDTH "B" OF

GROUT, POURABLE

1" MIN NON-SHRINK

SEE PLAN

FOR ELEVATION,

TABLE

SADDLE, SEE

WIDTH "B" OF

AT TOP OF CONCRETE

"V", EXTEND TO 1 1/2" CLR

VERTICAL REINFORCING

#3

AT TOP OF CONCRETE

"V", EXTEND TO 1 1/2" CLR

VERTICAL REINFORCING

TO PIPE DURING POURING

FELT SECURE TIGHT

2 LAYERS OF ROOFING

90° HOOK

PIPE STRAP

3/16

NOTES:

FABRICATION, SEE NOTES 5 & 6

SEE TABLE, HOT- DIP GALVANIZE AFTER

BAR STRAP "S" BENT TO OD OF PIPE,

(5/8" THK FOR D > 48")

PL 1/2"x3"x4"

SADDLE (USE 1" DIA FOR D > 48")

LEVELING NUTS CTR IN

3/4" DIA ANCHOR BOLTS WITH

NEW WALL OR SLAB

FACE OF EXISTING WALL OR SLAB

EXISTING REINFORCING

MINIMUM RECOMMENDED EMBEDMENT IF GREATER.

USE MINIMUM EMBEDMENTS SHOWN, EXCEPT USE MANUFACTURER'S

ALTERNATING DOWELS AT MINIMUM EDGE DISTANCE FROM OPPOSITE FACES.

DRAWINGS. WHERE 2 ROWS OF DOWELS INDICATED, STAGGER SPACING & LOCATE

LOCATE DOWELS CENTERED IN WALL OR SLAB UNLESS OTHERWISE NOTED ON

AND SPACING

FOR SIZE

SEE DRAWINGS

REBAR DOWELS,

SLAB EXTENSION

NEW WALL OR

MIN EDGE DISTANCE

MINIMUM EMBEDMENT "B"

EMBEDMENT "A"

MINIMUM

EXISTING REINFORCING

STRUCTURAL NOTES

STD LAP LENGTH, SEE GENERAL

END OF EXISTING WALL OR SLAB

STRUCTURAL NOTES

SEE GENERAL

STD LAP LENGTH,

T Y

P

O P

E N

IN

G

SIDES

8 EQUAL

TYP

10"

2"

T A N

K R

A D

IU

S

6"D

D /4

2" CLR,

TYP

C L

R

/2

60° 60

30°

6"D

60° 60

TYP

D /4

6"

C

C L

R

/2

2" CLR,

TYP

30°

(2 x D

M A

X

V A

R

IE

S

(2 x D

M A

X

V A

R

IE

S

MIN MIN

3 3/4" 2 1/4"

/2

1 1/2" 2 1/4"

1/4"

/2

1. FOR CONCRETE EQUIPMENT PAD NOTES SEE A4/S-806A.

2. FOR ANCHOR BOLTS SEE A1/S-807A.

SEE C3/S-807A

WITH 90° HOOK.

EMBEDDED DOWELS

ADHESIVE ANCHOR OR

36"<D<48"

24"<D<36"

12"<D<24"

D<12"

D

DIAMETER

PIPE

12"

10"

8"

6"

B

WIDTH

SADDLE

2 (EF)

2 (EF)

1 (CTRD)

1 (CTRD)

REINFORCING

LAYERS OF

#5@12"

#5@12"

#5@12"

#5@12"

V

REINFORCING

VERTICAL

1/4"x3"

1/4"x2"

3/16"x2 1/2"

3/16"x2"

S

STRAP SIZE

PIPE

STRAPS

NO. OF

7'-6"

5'-6"

3'-6"

2'-6"

W

WIDTH

FOOTING

#5@12"

#5@12"

#5@12"

#5@12"

REINFORCING

2'-0"

2'-0"

C

DEPTH

FOOTING

T/2, SEE NOTE 3

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12697426

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P A

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B

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1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

L1 L2

SHEAR REINF

FOR SIZE AND SPACING, SEE SCHEDULE

SHEAR REINF

FOR SIZE AND SPACING, SEE SCHEDULE

TYPTYP

B E

A M D

E P

3"

2"

3"

4"

AS REQD, TYP

BEND, ROTATE

STANDARD 90°

IN UPPERMOST LAYER UNO

TC REINF SHOULD BE PLACED

REINF @ STIRRUP CORNERS,

TC OR T REINF, PLACE TC

1/3 L1 OR 1/3 L2

IS GREATER

WHICHEVER

IS GREATER

WHICHEVER

1/3 L1 OR 1/3 L2

1.

2.

SHOWN ( ).

CLOSED TIES ( ) FOR STIRRUPS AND CLOSURE BARS

WHEN INDICATED IN BEAM SCHEDULE, SUBSTITUTE

MULTIPLE ROWS ONLY WHERE INDICATED IN SCHEDULE.

PLACE TOP (T & TC) AND BOTTOM (B & BC) BARS IN

CORNER OF STIRRUPS.

PROVIDE MINIMUM 1 - #5 CONTINUOUS AT EACH3.

(S) BARS

CLR OF BEAM, TYP

@ BEAM, PLACE 3"

LONGITUDINAL REINF

DISCONTINUE SLAB

BEAM WIDTH

INTERSECTING BEAM

TYPICAL SECTION

W

1 1/2" CLR MIN

T OR TC BAR,

DIA OF LARGEST

B OR BC BAR, 1 1/2" CLR MIN

DIA OF LARGEST

1.

2.

SIZE

SIZE

TBCBTCTDW

SHEAR REINF

REMARKS

TC

BOTTOM REINF

TYPE

(NOTE 5)

NO.

LEFT SUPPORT

* TOP REINF AT

NOTES:

5.

4.

3.

OTHERWISE.

BOTTOM ELEVATION OF BEAM SHALL BE CONSTANT, UNLESS INDICATED

WHERE FLOOR SLOPES, DEPTH OF BEAM (D) SHOWN IS MINIMUM DEPTH.

CLOSED TIES IN LIEU OF STIRRUPS AND CLOSURE BARS.

WHERE SHEAR REINFORCING "TYPE" IS INDICATED AS "CLOSED TIE", PROVIDE

SHEAR REINFORCING AND CLOSURES AS SHOWN IN BEAM REINFORCING DETAIL.

WHERE SHEAR REINFORCING "TYPE" IS INDICATED AS "STIRRUP", PROVIDE

SEE PLANS

CONC SLAB

VOID

SEALANT, TYP

M

IN

NOTE:

2.

1.

SLAB ON GRADE

WALL OR ELEVATED SLAB

T

/3 T

/3 T

/3 T

T

/3 T

/3 T

/3 T

OF SLAB THICKNESS

CONDUITS IN MIDDLE THIRD

REINF, TYP

REINF, TYP OF WALL OR SLAB THICKNESS

CONDUITS IN MIDDLE THIRD

C L

R

M

IN

GRADE GREATER THAN 16"

CONDUITS IN SLAB ON

ALTERNATE LOCATION FOR

CONDUIT AT MIN 6" OC

2" INSIDE DIA OR LESS

DIA, MIN, TYP

3 x OUTSIDE

DIA, MIN, TYP

3 x OUTSIDE

NTS

A1

BEAM REINFORCING AND BEAM SCHEDULE

NTS

D4

CONCRETE CURB

NTS

D5

FLOOR DRAIN

AND ADHESIVE ANCHORS AS REQUIRED.

ANCHOR IN PLACE WITH SST STRAPPING

NTS

C4

DRAINAGE BLOCKOUT

NTS

A4

CONDUIT IN STRUCTURAL CONCRETE

WIDTH EXCEEDS 9"

LOCATE EF WHEN

HEIGHT LESS THAN 12"

MIN 2 BARS FOR CURB

HEIGHT EXCEEDS 12".

#5@12" WHEN CURB

2 - #5 @ TOP &

BEND, TYP

STD 135°

SHEAR REINF

(TC)

(B) STOP AT FACE OF SUPPORT

(TC) (T) (S) (TC)

(B)

(BC)

IS DISCONTINUOUS

CL SUPPORT, BEAM

(BC)

BARS

TOP

(T)

BEAM SCHEDULE

REQUIRED,SEE

(S) WHERE

@ SUPPORT

SPLICE BC BARS

AT MIDSPAN

BARS AND "S" BARS

SPLICE TOP CONT

REINF

AND SPACING AS SHEAR

CLOSURE BARS, SAME SIZE

CL SUPPORT, BEAM IS CONTINUOUS

NOTES:

LAP LENGTH

IN BEAM SCHEDULE

REQUIRED IF INDICATED

INTERIOR STIRRUPS,

TYP SLAB REINF

SHEAR REINF

IN LOWER LAYER UNO

BC REINF SHOULD BE PLACED

REINF @ STIRRUP CORNERS,

BC OR B REINF, PLACE BC

PLANS)

(SEE

NO.

BEAM

RIGHT SUPPORT

* TOP REINF AT

BARS

S

LEFT SUPPORT

SPACING FROM

IS DRAWN, UNLESS NOTED OTHERWISE ON PLAN.

THE LEFT SIDE OR BOTTOM OF SHEET ON WHICH FRAMING PLAN

LEFT SUPPORT IS DESIGNATED AS THE SUPPORT CLOSEST TO

SUPPORT" OF ADJACENT BEAM.)

THE RIGHT SUPPORT IS CALLED-OUT AS "TOP REINFORCING AT LEFT

REINFORCING AT RIGHT SUPPORT" OF BEAM THAT IS CONTINUOUS OVER

* TOP REINFORCING MAY BE CALLED-OUT TWICE IN SCHEDULE. (I.E. "TOP

THAN 9"

WIDTH IS LARGER

FACE WHEN CURB

#5@12" PLACE EA

TYP

SLOPE

SLAB ELEVATION

THAN ADJACENT

RIM 1/2" LOWER

SET FLOOR DRAIN

80 PVC PIPE

4" DIA SCHED

OR CURB

CONC PAD

NOTES:

ON PLAN

OF CURB AS NOTED

WIDTH AND HEIGHT

1/4 L1

CLR

CLR

C L

R

/2

DEPRESSION

2'-0" DIA

AS DIRECTED BY ENGINEER.

FOR SHORT SECTIONS OF ELEMENTS, SUCH AS WALL PIERS, PLACE CONDUITS

CONDUITS PER A1/S-802A.

AT EXIT OR ENTRY TO SLAB, REINFORCE OPENINGS CREATED BY MULTIPLE

BM01 12 24 1 #3

BM02 1 #3

BM03 12 20 1 #3

BM04 12 24 - - - 1 #4

BM05 12 20 - - - - 1 #3

BM06 12 24 - - - - 1 #3

BM07 12 20 - - - - 1 #3

BM08 12 20 - - - - 1 #3

BM09 12 20 - - - - 1 #3

BM10 12 16 - - - - 1 #3

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

STIRRUP

CLOSED TIE

2- #8

2- #7

4- #8

4- #6

2- #6

3- #7

2- #6

4- #8

3- #7

4- #8

4- #6

3- #6

4- #7

3- #6

2- #8

2- #7

4- #8

4- #6

2- #6

3- #7

2- #6

3" TO RIGHT SUPPORT

3",8" MAX,

3" TO RIGHT SUPPORT

3",8" MAX,

3" TO RIGHT SUPPORT

3",8" MAX,

3" TO RIGHT SUPPORT

3",6" MAX,

3" TO RIGHT SUPPORT

3",8" MAX,

3" TO RIGHT SUPPORT

3",8" MAX,

3" TO RIGHT SUPPORT

3",10" MAX,

SINGLE ROW T&B

SINGLE ROW T&B

SINGLE ROW T&B

SINGLE ROW T&B

SINGLE ROW T&B

SINGLE ROW T&B

SINGLE ROW T&B

STIRRUPS WHERE NO. IS GREATER THAN "1".

"NO." INDICATES NUMBER OF STIRRUPS OR TIES PER SET. USE INTERIOR

BM11 12 16 - - - - 1 #32- #6 3- #6 2- #6

3" TO RIGHT SUPPORT

3",6" MAX,

SINGLE ROW T&B

2- #8

3- #6 3- #6 3- #6 -- - -

3" TO RIGHT SUPPORT

3",10" MAX,

3" TO RIGHT SUPPORT

3",10" MAX,

-3- #6-3- #6-3- #6-12 24

4- #6 4- #62- #6- - --

3" TO RIGHT SUPPORT

3",8" MAX,

INTERSECTING BEAM REINF

LOCATE BOTTOM REINF ABOVE

WALL VERTICAL REINF

LAP TOP REINFORCING WITH

DOUBLE ROW BOTTOM

SINGLE ROW TOP

10 20 - 2- #6 - 4- #6 - 2- #6 - 1 #3

3" TO RIGHT SUPPORT

3",8" MAX,

BM12 STIRRUP

STIRRUP

STIRRUP

SINGLE ROW T&B

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

ELEVATION

R A

IL

IN

G

R A

IL

IN

G

6" MIN

NOTE:

PLAN

CURB

CONC

D E

T A

IL

P E

R A

N C

H O

R A

G E

U S

E W

IT

H

C U

R B

1'-0"EQUAL POST SPACES

SEE PLANS

ANCHORAGE,

FOR TYPE OF

TO POST

RAIL TERMINAL

SPACING

TOE BOARD

EDGE OF CONC

CURB ANCHORAGE

AS NOTED FOR

6" MIN, TYP EXCEPT

CL POST, TYP

5'-6" MAX

EA SIDE

TYP @ CORNER

POST BEYOND

4" CLR MAX, TYP

LESS THAN

5/8" PICKET, TYP

CONN DETAIL

SEE WELDED

REQUIREMENTS

FOR WELD

WHEN USED WITH CURB, BOTTOM RAIL TO BE 4" ABOVE CURB.

SEE SPECIFICATION

RAIL TERMINAL, TYP,

RAILING DETAIL WITHOUT LANDING RAILING SECTION

1.

2.

4"

1'-0"

1 1/2"

/2

11"

PROVIDE TOE BOARD AT LANDING WHERE REQUIRED.

CONC STAIRS SIM

METAL STRINGER SHOWN,

MIN

5'-6" MAX

TYP

PICKET,

RETURN ENDS OF HANDRAIL TO GUARD AT BOTH ENDS.

M

IN

M

IN

MIN

C L

R

CLR

C L

R

M A

X

/1

SYSTEM

RAILING

GUARD

SYSTEM

RAILING

GUARD

NTS

A1

NTS

C1

RAILING - PICKET - STEEL

1'-0"

11"

PLAN

BOTH ENDS

TO WALL AT

OF HANDRAIL

RETURN END

1 1/2" MIN CLR

MIN

6'-0" MAXIMUM

EQUALLY SPACED

STUD WALLS

BLOCKING IN

PROVIDE SOLID

NOTE:

NTS

C3

WALL HANDRAIL - STEEL

RAILING - PICKET STAIR - STEEL

STAIRWAY, SEE PLANS

METAL OR CONCRETE

6" MAX

BY MANUFACTURER

RAILS AS RECOMMENDED

SPECIFIED, ATTACH TO

WALL BRACKETS AS

TOP RISER

LOCATION OF

PAST LAST RISER

TREAD WIDTH

HANDRAIL ONE

CONTINUE SLOPED

AS SPECIFIED

BRACKET TO WALL

ATTACH WALL

SEE DETAIL BELOW

WHERE NO LANDING REQD

OF INTERMEDIATE LANDING,

LOCATE POST AT EACH END

ANCHORAGE DETAIL

SEE RAILING POST

HANDRAIL SEE NOTE 2

FOR RETURN AT

HANDRAIL

NOTES:

BRACKET

HANDRAIL

< 4", TYP

PICKETS

BETWEEN

OPEN SPACE

SEE DETAIL

TOE BOARD,

3'-0" MAX

/2

SEEP RING

T/2

T

EXST WALL

1.

2.

3.

4.

5.

6.

7.

8.

SECTION

ELEVATION

NOTES:

SPECIFIED COATING SYSTEM.)

ENCASED PORTION OF PIPE WITH

INSTALL WALL PIPE. (COAT CONCRETE

ON WATERSIDE FACE FOR POURING.)

(INCREASE HEIGHT AS NOTED AT TOP

DEPTH OF CUT TO CLEAR REINFORCING.)

LINE ON EACH FACE OF WALL. (VERIFY

SAW-CUT 1-INCH DEEP SQUARE SCORE

REINFORCING CUT.

EQUAL TO AREA OF VERTICAL

REINFORCING TO HAVE COMBINED AREA

HORIZONTAL REINFORCING CUT. VERTICAL

COMBINED AREA EQUAL TO AREA OF

HORIZONTAL REINFORCING TO HAVE

FACE, EACH SIDE, ABOVE AND BELOW PIPE.

INSTALL ADDITIONAL #4@3" REINFORCING EACH

S Q

U A

R E O

P E

N

IN

G

6" MAX

INSTALLATION

FOR WS

CTR OF WALL

SURFACE @

SMOOTH CONT

GRIND 1 1/2" WIDE

AROUND OPNG)

(CONT ALL

EXST CONC

BONDED TO

WATERSTOP

HYDROPHILIC

1/4"x1" TYP

2" CLR,

SEE NOTE 8

DRYPACK GROUT,

DEEP RECESS FOR

FORM 1/2"x3/4"x1"

IN POURING SPOUT

REMOVE EXTRA CONC

OPNG, GRIND TO

FORM 3" MIN ABOVE

EXTEND PLYWOOD

AIR POCKET

PREVENT ENTRAPPED

AS SHOWN TO

SLOPE TOP OF OPNG

PLANS

PIPE, SEE

CLOSURE

CONC

OF WALL

WATERSIDE

THE EXISTING WALL REINFORCING.

THE SCORE LINE, WHILE PRESERVING

CHIP TO REMOVE THE CONCRETE WITHIN

WATERSTOP IN PLACE.

AND BOND CONTINUOUS HYDROPHILIC

AT CENTER OF WALL. CLEAN SURFACES

SURFACE ALL AROUND THE OPENING

GRIND 1 1/2" WIDE x CONT SMOOTH

POUR SIDE.

OF OPENING EXCEPT AT TOP ON THE

EXPANDS.) FORM GROOVE ON ALL SIDES

BEFORE HYDROPHILIC WATERSTOP

(CONCRETE CLOSURE MUST BE CAST

15-MINUTES CAST CONCRETE CLOSURE.

SOAK CONCRETE SURFACES AND WITHIN

CONCRETE MIN 28-DAYS OLD.

NON-SHRINK GROUT AFTER NEW

SANDBLASTING AND DRY-PACK WITH

WITH POWER WIRE BRUSH OR

CLEAN SURFACES OF FORMED GROOVE

OF PIPE LOCATION ONLY.

CUT EXISTING REINFORCING AT 2" CLEAR

OD + 4" EA FACE

#5 HOOP x PIPE

A3

PIPE PENETRATION - EXISTING WALL

NTS NTS

A5

VALVE VAULT

TOP PLAN

FOUNDATION PLAN

A

A

SIM

A

A

SIM

TYP 2

AL HATCH,

2'-6" X 4-0"

TOTAL)

TYP 3 PLACES (6 BARS

OPENINGS EA LAYER

TRIM BAR AT HATCH

ADDITIONAL #5 X 4'-0"

AL HATCH

3'-0" X 5'-6"

SECTION A

PER FOOT

SLOPE 1/8"

PER FOOT

SLOPE 1/8"

SUMP

1 1/2" DEEP X 1'-0"SQ

LOAD RATING

AL HATCHES MUST BE FLUSH MOUNTED WITH 300 PSF2.

CONTRACTOR MUST COORDINATE PIPE PENETRATION1.

NOTES:

UON HOT-DIP GALVANIZE STEEL RAILING AFTER FABRICATION .

OF PIPE

REINF, 2" CLR

EXISTING WALL

NOTE 6

FACE, SEE

VERT REINF EA

ADDL HORIZ &

O D

P

IP

E

T Y

P

T Y

P

8" TYP 8" TYP

10'-0"

M

IN

SEE CIVIL

GRADE

FINISH

#6@6" EW, T&B

TYP

CTRD

#5@6"

#5@6" EW, T&B

WALL TYP

CTRD IN

DOWELS

MATCHING

W/

#5@6"

09-30-2017Expires

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P A

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1 2 3 4 5

1 2 3 4 5

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B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

C1

NTS

2.

1.

NOTES:

INTERIOR CORNEREXTERIOR CORNER

INTERIOR CORNEREXTERIOR CORNER

DOUBLE MAT PLAN

SINGLE MAT PLAN

LAP=48 BAR DIAMETERS OR 2'-0" MINIMUM UNLESS OTHERWISE NOTED.

OPENINGS, CONTROL JOINTS, OR CORNERS LESS THAN 6'-0" IN LENGTH.

PROVIDE A STANDARD 90° HOOK EACH END ON ANY HORIZONTAL BAR BETWEEN

W

<2'-8"

16"

24"

32"

48"

8"

8"

16"

24"

24"

8" WALLS

#3@8"

#3@16"

#3@24"

CMU OPENING REINF SCHEDULE

>2'-8"<4'-0"

>4'-0"<6'-0"

>6'-0"<8'-0"

>8'-0"<10'-0"

W

<2'-8" 8"

16"

24"

32"

48"

8"

8"

16"

24"

24"

#3@16"

#3@16"

#3@24"

>2'-8"<4'-0"

>4'-0"<6'-0"

>6'-0"<8'-0"

>8'-0"<10'-0"

12" WALLS

1.

2.

3.

4.

NOTES:

"W"

"H

12" CMU WALL

90°

HOOK

135°

HOOK

8" LINTEL SECTION 12" LINTEL SECTION

5.

8" CMU WALL

NOTE 5

REINFORCING,

ADDL HORIZONTAL

SCHEDULE

DEPTH, SEE

LINTEL

LINTEL BLOCK

1.

2.

3.

5.

6.

PROVIDE DOWEL BARS IN FOUNDATION TO MATCH ALL VERTICAL REINFORCING.

7.

8.DO NOT PLACE VERTICAL CONDUIT IN THE SAME CELL AS VERTICAL REINFORCING.

NOTES:

ELEVATION

LAP ALL OTHER VERTICAL BARS 60 BAR DIAMETERS.

LAP VERTICAL REINFORCING WITH WALL DOWELS 48 BAR DIAMETERS (2'-0" MIN),

4.

HORIZONTAL JOINT REINFORCEMENT SPLICE = 6".

SEE NOTE 2

LAP, TYP,

60 BAR DIA

OPENING

OPENING OPENING

/2

1.

2.

OPENING

OPENING OPENING

3.

2'-8" TO 4'-8"

(SEE NOTE 3)

2'-8" TO 4'-8"

(SEE NOTE 3)

WHERE PIERS ARE CENTERED BELOW BEAM BEARING, REDUCE TIE SPACING TO 8".

3'-4" TO 6'-0"

(SEE NOTE 3)

3'-4" TO 6'-0"

(SEE NOTE 3)

NOTES:

12" CMU WALL

CORNER PLANCORNER PLAN

8" CMU WALL

INTERIOR PLANINTERIOR PLAN

CMU WALL CORNERS (SINGLE AND DOUBLE MAT)

C3

NTS

CMU OPENING REINFORCING

A1

NTS

INTERMEDIATE REINFORCED MASONRY SHEAR WALL

A3

NTS

CMU WALL PIER

IN FIRST COURSE

HORIZ JOINT REINF

SEE NOTE 2

48 BAR DIA LAP,

CORNERS ONLY

BARS AT

WITHIN HORIZ

LOCATE VERTS

5 TYP VERTS,

VERTS

3 TYP

VERTS

2 TYP

WALLS

OF CELL

1/2" CLR

BARS AT

TYP VERT

DEPTH

LINTEL

SIZE, SPG

STIRRUP

BARS

"A"

BARS

"B"

BARS

"C"

WIDTH

JAMB

DEPTH

LINTEL

SIZE, SPG

STIRRUP

BARS

"A"

BARS

"B"

BARS

"C"

WIDTH

JAMB

ON THE DRAWINGS.

USE BAR QUANTITIES AND SIZES GIVEN IN LINTEL SCHEDULE UNLESS OTHERWISE NOTED

WALL SECTIONS.

FOR BAR SIZES, MATCH TYPICAL WALL REINFORCING AS SHOWN ON THE BUILDING

IN 12" WALLS)

(1 EF) PER CELL

WALLS, TWO

PER CELL IN 8"

(ONE CENTERED

SIDE, SEE NOTE 2

"C" BARS EACH

LENGTH AS "A" BARS

STIRRUP, SAME

BAR AT TOP OF

HORIZONTAL

TYP WALL

BARS SEE SCHEDULE

REINFORCING "A"

HORIZONTAL

LINTEL BOTTOM

SEE NOTE 3

BOUNDARY AREA

WITHIN SHADED

GROUT ALL CELLS

BOND BEAM

"B" BARS IN

LINTEL BLOCK

"A" BARS IN

WALL HORIZONTAL REINFORCEMENT.

HORIZONTAL REINFORCEMENT AT 12" FROM BOTTOM OF LINTEL. MATCH SIZE OF TYPICAL

FOR LINTEL DEPTHS EQUAL TO OR GREATER THAN 48" PROVIDE ADDITIONAL LAYER OF

SCHEDULE

"A" BARS SEE

REINFORCING

HORIZONTAL

LINTEL BOTTOM

"A" BARS

LENGTH AS

STIRRUP, SAME

BAR AT TOP OF

HORIZONTAL

TYP WALL

SEE SCHEDULE

AS REQD

STIRRUPS

REINFORCING

VERTICAL

TYP CMU WALL

SEE SCHEDULE

AS REQD

STIRRUPS

REINF

VERT

TYP

NOTE 2

SEE

CONCRETE

TOP OF

SEE NOTE 4

DOWELS,

NOTE 8

SEE

STRUCTURAL NOTES.

FACILITY. FOR MINIMUM REINFORCING REQUIREMENTS, SEE GENERAL

FOR TYPICAL WALL REINFORCING, SEE WALL SECTIONS AND DETAILS FOR EACH

OC MAX

AT 16"

REINF

JOINT

HORIZ

TYP

EACH FACE

BOND BEAM

@ 16" IN

#3 TIES

BEAM EA FACE

TIES IN BOND

#3@16"

T Y

P

C L

R

SOLID GROUT PIERS FULL WALL HEIGHT.

IN BOND BEAM

#3@16" TIES

HOOK

90°

HOOK

90°

VERTICAL

TYP

HOOK

90°

BOND BEAM

TIES IN

#3@16" HOOK

90°

HEIGHT.

OF OPENING EXCEPT THAT WHEN "H" OR "W" EXCEEDS 2'-0", "C" BARS SHALL EXTEND FULL

EXTEND "C" BARS 48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0" BEYOND TOP AND BOTTOM

EXTEND REINFORCING CONTINUOUS TO 2'-8" BEYOND FURTHEST OPENING.

SIDE OF THE OPENINGS. WHERE THERE IS LESS THAN 8'-0" BETWEEN ADJACENT OPENINGS,

"A" AND "B" BARS SHALL EXTEND 48 BAR DIAMETERS, BUT NOT LESS THAN 2'-8" EACH

COLUMN, SEE NOTE 7

WALL PIER OR

WIDTH

JAMB

WIDTH

JAMB

D E

P T

H

L

IN

T E

L

C3/S-810A

REINF SEE

OPENING

CMU

FOR ADDED REINFORCING AT WALL INTERSECTIONS AND CORNERS, SEE C1/S-810A.

DETAIL C3/S-810A.

GROUT EACH SIDE OF OPENING AS NOTED IN TYPICAL OPENING REINFORCING

A3/S-810A AND A1/S-811A.

FOR HORIZONTAL REINFORCING AT OPENINGS SEE PIER AND COLUMN DETAILS

TYP EA END OF PIER

"C" BARS PER C3/S-810A

TYP EA END OF PIER

"C" BARS PER C3/S-810A

C3/S-810 TYP

"C" BARS PER

TYP

PER C3/S-810A

"C" BARS

16"

CORNER PIECE

REINFORCING

HORIZONTAL JOINT

REINFORCING

HORIZONTAL JOINT

3 TYP VERTS

CORNER PIECE

REINFORCING

HORIZONTAL JOINT

REINFORCING

HORIZONTAL JOINT

CORNER PIECE

REINFORCING

HORIZONTAL JOINT

CORNER PIECE

REINFORCING

HORIZONTAL JOINT

FLOOR LEVELS

AT ALL ROOF AND

AT TOP OF WALL AND

BEAMS (4 - #5 BARS TOTAL)

AND 2 - #5 BARS IN BOND

2 TYP HORIZ JOINT REINF

REINFORCING

HORIZONTAL JOINT

REINFORCING

HORIZONTAL JOINT

WALL PIERS 2'-8" AND LESS, WALL COLUMN SEE A1/S-811A.

FOR 8" CMU WALL PIERS 2'-0" AND LESS, AND FOR 12" CMU

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CONSTR. CONTR. NO.

SHEET

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CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

2'-8" OR LESSOPENING

OPENING OPENING2'-8" OR LESS

/2

C L

R

2'-0" OR LESSOPENING

180°

HOOK

8" CMU WALL

CORNER PLAN

NOTE:

12" CMU WALL

CORNER PLAN

INTERIOR PLANINTERIOR PLAN

OPENING OPENING2'-0" OR LESS

1/2" CLR

TYP

8" CMU WALL

3/8"

3/8"

SEALANT

NOTE:

GROUT MINIMUM 12" AT TOP OF WALL.

TYP HORIZ

DIA MIN

LAP 48 BAR

Db = DIAMETER OF BOLT

"L E

M

IN

"L E

M

IN

NOTE:

MEMBER

SUPPORTED

A1

NTS

CMU WALL COLUMN

OF REINFORCING IS SIMILAR.

12" CMU WALL WITH 2 LAYERS

D1

NTS

CMU CONTROL JOINT

C3

NTS

CMU WALL AT RAKE

C1

NTS

MASONRY ANCHOR BOLT

BEAM BLOCK

@ 8" IN BOND

#3 TIES

BENDS

135°

BEAM BLOCK

@ 8" IN BOND

#3 TIES

BENDS

135°

BEAM BLOCK

IN BOND

#3@8"

HOOK

180°

GROUT WALL COLUMNS FULL WALL HEIGHT.

BEAM BLOCK

IN BOND

#3@8"

BACK-UP ROD

CMU BLOCK

BOND BREAKER TAPE

LEVELS THRU JOINT

ALL ROOF AND FLOOR

HORIZONTAL BARS AT

EXCEPT CONTINUE

REINFORCING AT JOINT,

STOP TYP HORIZONTAL

CONTROL JOINT

PREFABRICATED

JOINT

CELLS EACH SIDE OF

REINFORCING IN 2

PROVIDE TYP VERTICAL

PARALLEL TO RAKE

BARS CONTINUOUS

2 TYP WALL REINFORCING

TO MATCH ROOF SLOPE

SLOPE TOP OF WALL

FOR ROOF CONNECTION

SEE WALL SECTIONS

REINFORCING

RECEIVE

WEBS TO

UNITS, NOTCH

MASONRY

BY CUTTING

BE FORMED

SLOPE SHALL

REINFORCING

TYP WALL

CMU WALL

LENGTH "LE"

EMBEDMENT

HORIZONTAL CELLS

SOLID GROUT

CMU

NOTED OTHERWISE

#5x4'-0" MIN UNLESS

SEE PLANS

ANCHOR BOLT,

G R

O U

T

M

IN

CLR

1/2"

(4 BARS MIN IN COLUMN)

TYP EACH END OF PIER

"C" BARS PER C3/S-810A SIM

C3/S-810A TYP

"C" BARS PER

END OF COLUMN

C3/S-810A TYP EACH

"C" BARS PER

C3/S-810A TYP

"C" BARS PER

A4

NTS

TYPICAL VENEER LEDGE

BRICK AS REQUIRED

KERF BOTTOM OF

1/4"

5/16

3/16

3/16

ARCHITECTURAL

VENEER, SEE

MASONRY

5/16 ANGLE L7x4x3/8

GALV LEDGER

SPACING, TYP

1/4" PLxREQD @ 1'-0"

5" MIN EMBED

ANCHOR STUDS W/

2 - 1/2" DIA HEADED

@ 2'-0" SPACING W/

GALV PL 1/2"x3"x1'-1"

LINTEL

CMU OR CONC

CORNER PIECE

REINFORCING

HORIZONTAL JOINT

CORNER PIECE

REINFORCING

HORIZONTAL JOINT

09-30-2017Expires

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