796455_P1043_FinalDrawings_Vol_17.pdf

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796455

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

Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

THAN 6" ABOVE SEA FLOOR

EYELET EXTENDS NO MORE

SIZE IS 6"

MINIMUM HELICAL DISC

1 1/4"x 5' MIN.

GALVANIZED STEEL HELIX

STAINLESS STEEL EYE ON BUOY

(2) 1/4" STAINLESS STEEL CABLE CLAMPS

1/4" STAINLESS STEEL CABLE CLAMP

1/4" STAINLESS STEEL CABLE CLAMP

1/4" STAINLESS STEEL CABLE

COVER CABLE AT THIMBLE CONNECTION

1" BLUE GOODYEAR PLIOVIC HOSE USED TO

1/4" STAINLESS STEEL CABLE

ANCHOR CONNECTION

COVER CABLE AT

HOSE USED TO

1" BLUE PLIOVIC

C1

SCALE: NTS

NOT TOUCH BOTTOM.

THAT AT LOW TIDE CABLE SHOULD

UNDERWATER FLOAT SO

ADJUST LENGTH OF CABLE AND

TO KEEP DOWN LINE FROM RESTING ON BOTTOM

OR PREAPPROVED EQUIVALENT

JIM BUOY MODEL 1100 9 1/4" LONG x 7" DIAMETER

(2) 1/4" STAINLESS STEEL CABLE CLAMPS

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POUNDS OF RESISTING FORCE.

AND TESTED TO ENSURE 500

INTO HARD SUBSTRATE IS 1'

MINIMUM EMBEDMENT DEPTH

C3

SCALE: NTS

TRADITIONAL BUOY MOORING SYSTEM HELICAL DISK EMBEDMENT ANCHOR SYSTEM

FRONT VIEW SIDE VIEW

SUPPLIED HARDWARE/ ADHESIVE

BIRD DETERENT DEVICE USING MANUFACTURER

STAINLESS STEEL EYE ON BUOY

STAINLESS STEEL THIMBLE

28" DIAMETER COLLAR

(866) 405-BUOY

REPORT DAMAGED MARKERS:

SUBSTRATE SURFACE

10' + WHEN SUBSTRATE IS MUD

8 WHEN SUBSTRATE IS SAND AND/OR SHELL

6' WHEN SUBSTRATE IS ROCK, LIMEROCK OR CORAL.

MINIMUMS:

MIN 10" DIAMETER

TREATED WOOD

MEAN HIGH WATER SURFACE (NAVD 88)

A MIN. 1" LAP WOOD PILES.

STAINLESS STEEL STAPLES WITH

SECURED WITH (4) 3/8" LONG

6" WHITE REFLECTIVE TAPE

SCREWS OR PREAPPROVED EQUAL

#10 x 1.5" STAINLESS STEEL

PLASTIC PILE CAP AND (4)

4'

MARKERS: (866) 405-BUOY

REPORT DAMAGED

(TYPE 2)

WASHERS, AND NYLON SHOULDER WASHERS.

THREADED RODS, NUTS, FLAT WASHERS, LOCK

TYPE 304 3/4" STAINLESS STEEL THROUGH BOLTS OR

(TYP 4)

WASHERS.

AND NYLON SHOULDER

LAG BOLTS, LOCK WASHERS,

3/8" x 1.5" STAINLESS STEEL

AND WASHER

1" BEYOND NUT

EXTEND MORE THAN

BOLTS MUST NOT

WIDTH OF THE SIGN

TO EXTEND THE

2" x 4" CROSS MEMBER

WIDTH OF THE SIGN

TO EXTEND THE

4" x 4" CROSS MEMBER

BIRD DETERRENT DEVICES

SIGN (TYP.)

AND ALUMINUM

STEEL FASTENER

BETWEEN STAINLESS

NYLON SHOULDER WASHER

IN ACCORDANCE WITH DETAIL C1

MOORING SYSTEM

WATERWAY MARKING SYSTEM STANDARDS.

BUOY MOORING SYSTEM SHALL ADHERE TO THE UNIFORM 2.

CLAMPS USING NYLOCK NUTS AT EACH LOCATION.

CONNECTED TO ITSELF WITH TWO 1 1/4" STAINLESS STEEL CABLE

DOWN LINE LOOPED AT ANCHOR AND BUOY ENDS AND 1.

NOTES:

UNIFORM WATERWAY MARKING SYSTEM STANDARDS.

ANCHORING SYSTEM SHALL ADHERE TO THE 1.

NOTES:

STAINLESS STEEL THIMBLE

IN ACCORDANCE WITH DETAIL A1

12"x14" DIAMETER CAN BUOY

NOT TOUCH BOTTOM.

THAT AT LOW TIDE CABLE SHOULD

UNDERWATER FLOAT SO

ADJUST LENGTH OF CABLE AND

12"x14" DIAMETER CAN BUOY

A1

SCALE: NTS

' 6

X' VARIABLE BASED ON LOCATION

A3

SCALE: NTS

12-INCH TO 14-INCH CAN BUOY DETAIL 3'X4' SINGLE PILE SIGN WITH BIRD DETERRENT DEVICE

IN ACCORDANCE WITH DETAIL C3

ANCHOR SYSTEM

IN ACCORDANCE WITH DETAIL C3

ANCHORING SYSTEM

IN ACCORDANCE WITH DETAIL C1

MOORING SYSTEM

B-206 B-206

THE UNIFORM WATERWAY MARKING SYSTEM STANDARDS.

DANGER" MARKINGS IN ACCORDANCE WITH

BUOY SHALL CONTAIN STANDARD COAST GUARD 1.

NOTES:

MARKING SYSTEM STANDARDS.

MARKINGS IN ACCORDANCE WITH THE UNIFORM WATERWAY

SIGN SHALL CONTAIN STANDARD COAST GUARD "DANGER" 1.

NOTES:

MM MD

B-801

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

CLR

T /2

T

NOTE:

AT JOINT, TYP

STOP SLAB REINF

1/2" CHAMFER, TYP

TOOLED EDGE, TYP

3/8" RADIUS

2"3/4"

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NOTE:

SIDE OF WALL

INSIDE OR WATER

INSERTS EACH FACE

USE CONICAL TYPE

SPECIFIED, TYP

DEPTH OF CONE AS

D1

FORM SNAP TIE-HOLE

SCALE: NTS

1.

2.

3.

4.

DRIVE IN VINYL PLUG.

NOTE:

CONSTRUCTION STEPS:

5.USE CATEGORY II, NON-SHRINK GROUT AS SPECIFIED.

DRY SIDE

DRYPACK

BONDING AGENT

COAT HOLE WITH

FACE OF WALL

EXTERIOR (DRY SIDE)

AT CENTER OF WALL

REQD TO FIT TIGHT

SIZE OF PLUG AS

DRIVE IN VINYL PLUG,

C2

SCALE: NTS

ALTERNATE FOR TIE-THROUGH BOLT

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"

SEE SPLICE DETAIL C3/S-801

"A"

NOTES:

3/8" 3/8"

3/4" 1/4"

1/4"

1/4"

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

@ CTR BULB

THICKNESS

"B"-MIN STEM

THICKNESS

"E"-MIN BULB

@ OUTSIDE

THICKNESS

"C"-MIN STEM

B1

PLASTIC WATERSTOP

SCALE: NTS

VERTICAL ELL VERTICAL TEE VERTICAL CROSS

FLAT ELL FLAT CROSS

ALL WELDS SHALL BE PER WATERSTOP MANUFACTURER'S RECOMMENDATIONS.

NOTE:

FLAT TEE

JOINTS

SHOWN BELOW FOR IN-PLANE

JOINTS & WELD SIMILAR AS

MITER CORNERS OF VERTICAL

WELD

SECOND

WELD

FIRST

WELD

SECOND

WELD

FIRST

WELD

THIRD

C3

SCALE: NTS

WATERSTOP JOINTS

CONCRETE WALL

NOTES:

SUBMIT DETAILS OF SPLICING AND LOCATION.

5.

4.

1.

2.

3.

FOR PLASTIC WATERSTOP DETAILS, SEE B1/S-801

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

A3

SCALE: NTS

WATERSTOP CONNECTION

2" CLR,

TYP

T

2.

1.

SEE NOTE 2

NOTE: WATERSTOP, TYP

TO INTERSECTING

WATERSTOP, BOND

6" PLASTIC

THROUGH JOINT

CONTINUOUS

TYP SLAB REINF

T&B, EA SIDE OF JOINT

TYPICAL SLAB REINF

ROUGHEN AND CLEAN

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SCALE: NTS

3/8" TOOLED JOINT

SLAB CONSTRUCTION JOINT

3/4"

WATERSIDE

DRY SIDE

INTERMEDIATE SLAB

CONTINUOUS PAST

POUR WALLS

B2

SCALE: NTS

SLAB CONSTRUCTION JOINT AT WALL

OF WALL

EXPOSED FACE

REPAIR MATERIAL

FILL WITH

WATERSTOP

VERTICALLY AND SHALL BE UNIFORM IN EACH DIRECTION.

SHALL BE APPROXIMATELY EQUAL HORIZONTALLY AND

THE SPACING OF FORM TIES ON EXPOSED PORTIONS OF WALLS

1.

2.

3.

4.

MINIMUM OUTSIDE DIMENSION OF 'D'.

NON-ROUND CENTER BULBS SHALL HAVE A

CONSTRUCTION JOINTS.

WITHOUT CENTER BULB MAY BE SUBSTITUTED AT

EXPANSION AND CONTROL JOINTS. SIMILAR WATERSTOPS

BULB TYPE WATERSTOP SHOWN IS REQUIRED FOR

UNLESS SPECIFICALLY SHOWN OTHERWISE.

USE 6 INCH WATERSTOPS IN ALL CONSTRUCTION JOINTS

OUTSIDE DIA

"D"-CENTER BULB

FACE OF WS

EA SIDE, EA

NO. OF RIBS

"F"-APPROXIMATE

ALL RIBS, TYP

1/8" PROJECTION

SIDE) FACE OF WALL

INTERIOR (WATER

SURFACES

TAPER-TIE HOLE

SANDBLAST

ROUGHEN OR

MECHANICALLY

WATER SIDE

DRYPACK

AT INTERIOR FACE = 1 1/4"

TAPER HOLE SO THAT MINIMUM HOLE DIAMETER

MINIMUM HOLE DIAMETER AT EXTERIOR FACE = 1".

ELECTRIC EQUIPMENT.

SANDBLAST OR MECHANICALLY ROUGHEN WITH

BONDING AGENT IS TACKY, DRYPACK.

COAT HOLE ON DRY SIDE OF PLUG AND WHILE

BONDING AGENT IS TACKY, DRYPACK.

COAT HOLE ON WATER SIDE OF PLUG AND WHILE

& REINFORCEMENT

ELEVATION, THICKNESS

SEE PLANS FOR

INTERMEDIATE SLAB,

3/4" x SLAB DEPTH + 1"

CONTINUOUS KEYWAY,

HYDROPHILIC WATERSTOP

FORMING

FACILITATE WALL

CONNECTORS TO

THREADED

W/ MECHANICAL

PROVIDE DOWELS

OPTION TO

CONTRACTORS

DETAIL D4/S-802.

WATERSTOP DEPTH = T/2 OR 6 1/2" MAXIMUM WHEN USED IN CONJUNCTION WITH

FOR CONCRETE PLACEMENT AROUND WATERSTOP, SEE A1/S-802

SEE D4/S-802

CONSTRUCTION JOINT,

WS IN WALL BASE

WATERSTOP IN WALL BASE FOR COMPLETE SEAL, SEE C3/S-801 FLAT CROSS JOINT.

BOND OR SPLICE ALL VERTICAL WATERSTOPS IN WALL JOINTS TO LONGITUDINAL

FOR CONCRETE PLACEMENT SEQUENCE, SEE A1/S-802

DRY PACK WITH TYPE II NON-SHRINK GROUT.

WATER CURE GROUT FOR 4 DAYS MINIMUM.

1/2"

M

IN

EXISTING CONCRETE

3/4"

/4

SATURATE AREA FOR 24 HOURS PRIOR TO GROUTING.

PROCEDURE

GROOVE, SEE GROUTING

FORMED CONTINUOUS

DRY FACE

NEW CONCRETE

1.

2.

3.

4.

5.

6.

NOTE:

GROUTING PROCEDURE:

C5

SCALE: NTS

HYDROPHILIC/GROOVE WATERSTOP

WET FACE OF WALL

OR SLAB

(INTERIOR - WATER

HOLDING STRUCTURES)

(EXTERIOR - DRY BELOW

GRADE STRUCTURES)

CONSTRUCTION JOINT

CONTINUOUS HYDROPHILIC

WATERSTOP, GRIND

CONTINUOUS SMOOTH

SURFACE, BOND IN PLACE

AS RECOMMENDED BY

MANUFACTURER

SPECIFICALLY INDICATED ON PLANS.

FOR USE IN NON-MOVING CONSTRUCTION JOINTS AND ONLY WHERE

TO GROUTING GROOVE.

WAIT UNTIL NEW CONCRETE MINIMUM 28 DAYS OLD PRIOR

WIRE BRUSH OR SANDBLASTING.

ROUGHEN AND CLEAN SURFACES OF GROOVE WITH POWER

PACK GROUT INTO GROOVE.

USE STEEL HAMMER AND STEEL TOOL TO DENSELY

SEAL C5/S-801

SLAB FOR COMPLETE

OF INTERMEDIATE

WATERSIDE EDGES

GROOVE, TYP ALL

B5

SCALE: NTS

ELEVATED SLAB EXPANSION JOINT

FOR CONCRETE PLACEMENT AROUND WATERSTOP, SEE A1/S-802

3/4"

MATERIAL

BACKUP

FILLER

PREMOLDED JOINT

SECTION

SEALANT

NOTES:

2.

1.

A5

SCALE: NTS

SEALANT

SECONDARY CONTAINMENT.

LIQUID HOLDING SLABS INCLUDING AREAS FOR TEMPORARY

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

ATTACH PREMOLDED JOINT FILLER WITH 8d GALVANIZED NAILS

JOINT TREATMENT A5/S-801

EXPANSION JOINT TREATMENT

JOINT FILLER

BITUMINOUS PREMOLDED

AFRK PR

S-801

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SEAL

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

10'-0" MIN

20'-0" MAX

40'-0" MAX

CJ SPACING

10'-0" MIN

20'-0" MAX

1.

2.

C J S

P A

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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:

C1

SCALE: NTS

WALL CONSTRUCTION JOINT SPACING

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:

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

A1

SCALE: NTS

CONCRETE PLACEMENT SEQUENCE

ROUGHEN AND CLEAN

1.

2.

NOTES:

PLAN

ALL REINFORCEMENT CONTINUOUS ACROSS JOINT.

T

T /2

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D3

SCALE: NTS

WALL VERTICAL CONSTRUCTION JOINT

C

/2

SECURE WATERSTOP IN-PLACE AS SPECIFIED.

1.

2.

NOTES:

EQUAL

D4

SCALE: NTS

WALL BASE CONSTRUCTION JOINT

B3

SCALE: NTS

L A

P

OPNG OPNG

DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS.

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

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

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

CUT, SEE NOTE 6 & 7

BAND "A" BARS

BARS EQUAL

TOTAL AREA OF

CUT, SEE NOTE 6 & 7

EQUAL BAND "B" BARS

TOTAL AREA OF BARS

SEE NOTE 1

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

SEE NOTE 1

CUT BAND "B"

STEEL REINF

CUT BAND "A"

STEEL REINF

LARGER THAN 8"

OF REINF FOR OPNGS

OPNG +8", IN EA LAYER

1 - #5 HOOP, DIA OF

EA LAYER OF REINF

AT EA CORNER FOR

ADD 1 - #5x4'-0" DIAG

2.

3.

4.

5.

6.

1.

7.

OPENING REINFORCEMENT

INDICATED ON PLANS

LAP REINF AS

FROM TOP OF WALL

CONTINUOUS, STOP 1 1/2"

6" PLASTIC WATERSTOP

JOINT

CONSTRUCTION

SEE PLANS

SLAB TOP REINF

LOCATION OF BASE

WATERSTOP ON LIQUID FACE, 1" CLEAR OF REINFORCEMENT.

FOR WALLS WITH SINGLE MAT OF REINFORCING LOCATE

B1/S-801

WATERSTOP

6" PLASTIC

SEE D3/S-802

VERTICAL CJ, TYP

FOR LOCATIONS, SEE C1/S-802 UNO ON SPECIFIC FACILITY DRAWING

S-802

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SEAL

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Sophia Schwartz, via email

1.

2.

PROVIDE MINIMUM LAP, SEE GENERAL STRUCTURAL NOTES.

NOTES:

ELEVATION

SEE NOTE 1

"B" BAR

"A" BAR

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

EA LAYER OF REINF

AT EA CORNER FOR

ADD 1 - #5x4'-0" DIAGONAL

"A" BARS EF

AREA OF 2

WALLS UNLESS INDICATED OTHERWISE ON PLANS.

TYPICAL FOR ALL OPENINGS IN ABOVE GROUND BUILDING CONCRETE

WIDTH

8'-0" MAX

LOUVERS

OR

DOORWAY

WINDOW,

SLAB

FLOOR

HEIGHT

EXTEND FULL STORY

MATCHING DOWELS,

OF OPENING W/

EACH FACE, EACH SIDE

AREA OF 2 "B" BARS

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

C1

SCALE: NTS

OPENING REINFORCEMENT

NOTES:

"E" BARS

"D" BARS

"G" BARS

"F" BARS

N O

T E

"L

NOTE

"L"

NOTE

NOTE

N O

T E

N O

T E

"L

"L"

NOTE

NOTE

NOTE

N O

UNLESS OTHERWISE NOTED, "B" AND "C" BARS ARE THE SAME SIZE AND SPACING AND "F" AND "G" BARS ARE THE SAME SIZE AND SPACING.6.

BEING SPLICED.

REQUIRED BY THE GENERAL STRUCTURAL NOTES. USE THE LAP LENGTH AS REQUIRED FOR THE SMALLER OF THE TWO REINFORCEMENT BARS

EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED AS "NOTE 5" SHALL BE EQUAL TO ONE "LAP LENGTH" AS5.

L = LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION.4.

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, 10 FEET, OR3.

REINFORCEMENT BETWEEN THE CORNERS OR INTERSECTIONS.

AND SPACING SHALL BE THE SAME AS THE WALL HORIZONTAL REINFORCEMENT SHOWN ON THE WALL SECTIONS OR AS NOTED FOR THE

WHERE THE CORNER OR INTERSECTION REINFORCEMENT SIZE AND SPACING IS NOT SHOWN, NOTED OR TABULATED ON THE PLANS, THE SIZE2.

AND INSTALLED WITH SPLICES LOCATED WHERE SHOWN REGARDLESS OF BAR SIZE AND SPACING.

PLACEMENT, FOR SIZE AND SPACING SEE PLANS. ALL HORIZONTAL REINFORCEMENT AT CORNERS AND INTERSECTIONS SHALL BE FABRICATED

TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION REINFORCEMENT LAYOUT IS SHOWN TO AVOID CONGESTION AND PERMIT PROPER1.

SINGLE REINFORCEMENT MAT

INTERSECTION REINFORCEMENT

WITH CORNER AND

ON WALL SECTIONS, LAP

INTERSECTIONS AS SHOWN

BETWEEN CORNERS AND

HORIZ WALL REINFORCEMENT

DOUBLE REINFORCEMENT MAT

INTERSECTION REINFORCEMENT

LAP WITH CORNER AND

SHOWN ON DRAWINGS,

WALL REINFORCEMENT AS

TYPICAL HORIZONTAL

OTHERWISE NOTED

90° HOOK UNLESS

STD ACI-318

NOTE 5, TYP

LAP, SEE

TYPICAL

NOTE 5

LAP, SEE

"C" BARS

"B" BARS

SEE PLANS

"A" BARS,

THE DWGS

AS NOTED ON

90° HOOK OR

STD ACI-318

THE DWGS

AS NOTED ON

STD HOOK OR

"L" "L"

A1

SCALE: NTS

TYPICAL WALL CORNER AND INTERSECTION REINFORCEMENT

>22

16, 18, 20

12, 14

WALL THICKNESS (INCHES)

#8

#7

#6

#5

MINIMUM BAR SIZE

3.

2.

1.

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

WHICHEVER IS GREATER.

BAR SIZE SHOWN ON THE DRAWINGS OR THE MINIMUM BAR SIZE IN THE TABLE BELOW,

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

NOTES:

CONST JOINT CONST JOINTCONST JOINT

C4

SCALE: NTS

REINFORCEMENT AT HORIZONTAL CONSTRUCTION JOINT

C3

SCALE: NTS

EMBEDMENT LENGTH

ACI MINIMUM HOOK

SIZE

BAR

EMBED

MIN

#4 7"

#5 9"

#6

#7

#8

#9

#10

11"

12"

14"

16"

17"

WALL SECTION

NOTE:

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

UNLESS NOTED OTHERWISE, ALL DOWEL HOOKS SHALL EXTEND

D O

W E

L L

E N

G T

H

Q U

IR

E D

SLAB REINFORCING

L A

P

O N D

R A

W

IN

G S

IN

D

IC

A T

E D

TYP

1.

2.

TYP

SECTION

ENCASEMENT RISER

SLAB THICKNESS

2'-0"

#5 TIES @12"

NOTES

GENERAL STRUCTURAL

LAP LENGTH, SEE

AROUND

8" MIN ALL

CONTINUOUS

7 - #5

ENCASEMENT REINF

TYPICAL PIPE

GROSS END AREA

EQUAL TO ENCASEMENT

AREA BELOW VERT PIPE RISER

PROVIDE LEVEL BEARING

ENCASEMENT

TIES CONT TO END OF

BOTTOM "U" SECTION OF

1'-0"

2 - #5 EACH SIDE

IN ALL CONSTRUCTION JOINTS

CONTINUOUS ALL AROUND

HYDROPHILIC WATERSTOP

1'-0"

CONSTRUCTION JOINT

A4

SCALE: NTS

PIPE ENCASEMENT

REINFORCING

WALL VERTICAL

WALL DOWELS

TOP OF SLAB

MAY BE EXTENDED DOWN TO

LAP, WALL VERTICAL REINFORCING

GREATER THAN REQUIRED

INDICATED ON DRAWINGS IS

WHERE THE DOWEL LENGTH

LENGTH

EMBEDMENT

MIN HOOK

REINFORCING / DOWEL PLACEMENT

VERTICAL WALL

ABOVE, SEE A1/S-803.

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

AROUND PIPE SEE B3/S-802

TYPICAL OPENING REINF

AND LARGER, SEE C1/S-804

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

TOGETHER. SEE C1/S-804

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

SEE C4/S-803

REINF AT CJ

ADDITIONAL HORIZ

D4/S-802

CJ SEE

S-803

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SEAL

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

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Sophia Schwartz, via email

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

2.

3.

4.

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:

AND TWO. SEE NOTE 2.

HEAVY DARK LINE INDICATES BREAK BETWEEN ONE LAYER OF REINFORCEMENT

END CLEARANCE, TYP

PLACEMENT AND

AS REQD FOR PIPE

SIDE, ROTATE HOOK

"REINF" TYP EACH

"REINF" T&B

OPTIONAL CONSTRUCTION JOINT

(IN.)

PIPE DIA

BOTTOM OF SLAB, SEE NOTE 5

SEE NOTE 2 FOR T = 8"

"REINF" T&B, SEE TABLE.

NOTE

SEE

TYP ALL AROUND

LONGITUDINAL,

#4@12"

AND SIDES

2" CLR, TYP TOP

T Y

P

C L

R

N O

T E

S

S T

R U

C T

U R

A L

S E

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A L

C1

SCALE: NTS

PIPE ENCASEMENT

1.

2.

TYP 1'-0" 1'-0"

M

IN

M

IN

#5@12"

TYP

SECTION

JOINT DETAILNOTES:

2'-0"

2'-0"

/2

10"

TO ALLOW JOINT MOVEMENT (1" MIN)

RUBBER ALL AROUND COUPLING

CLOSED CELLULAR SPONGE

FOR LOCATION & JOINT TYPE

OR CONTROL JOINT, SEE PLANS

CL SLAB EXP, CONTRACTION

#5@12"

#5@12"

SEE NOTE 2

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

ENCASEMENT AND BOTTOM OF SLAB IS LESS THAN 4".

TIE PIPE ENCASEMENT TO SLAB AS SHOWN WHEN DISTANCE BETWEEN PIPE

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

SLAB JOINT

CENTERED ON

PIPE JOINT +6"

LENGTH

COUPLING

AT JOINT

DISCONTINUOUS

ENCASEMENT REINF

#5@12" TYPICAL

SLAB EXPANSION & CONTROL JOINTS

(WITHOUT THRUST TIES) AT ALL

LOCATE PIPE FLEX COUPLING

NOT SHOWN

TYPICAL SLAB REINF

JOINT

CONSTRUCTION

AT ENCASEMENT

THICKEN SLAB

C3

SCALE: NTS

PIPE ENCASEMENT AT SLAB

C O

L L

A R

PIPE

PIPE OD + 2'-0" SQ

#5@12" EW

PLAN/SECTION

ELEVATION

SHOWN

AND LAP AS

OF OPNG BEND

2 - #5 EA SIDE

PIPE OD + 4"

2 - #5 HOOPS

AROUND PIPE

1'-0", TYP

SEE PLANS

WALL THICKNESS,

PIPE OD + 4"

2 - #5 HOOPS

PERIMETER

AROUND

#5 @12" ALL

FOR STEEL PIPE

SEEP RING

A1

SCALE: NTS

PIPE COLLAR

C

A

S L

A B

A > 1'-0"C = 1'-0" WHEN:

A < 1'-0"C = 6" WHEN:

SEE PLANSB = TRENCH DEPTH:

SEE PLANSA = TRENCH WIDTH:

THICKENED SLAB - TYPE B

A

B

S L

A B

TYPICAL SLAB - TYPE A

B

3 MIN

TYP SPACING,

TYP BARS @

B

REINFORCING T& B

TYP SLAB

#5@6"

#5@6"

3 MIN

TYP SPACING,

TYP BARS @

REINFORCING T& B

TYP SLAB

DIMENSIONS:

T H

IC

K N

E S

S

O N G

R A

D E

T H

IC

K N

E S

S

O N G

R A

D E

C5

SCALE: NTS

TRENCH REINFORCING

1.

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

& DOWELS

TYP WALL VERTS

& DOWELS

TYP WALL VERTS

TYPICAL SLAB - TYPE A

THICKENED SLAB - TYPE B

REINF

TYP SLAB

REINF

TYP SLAB

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

A3

SCALE: NTS

IN-SLAB SUMP REINFORCEMENT

EMBEDMENT LENGTH)

AND SPACING (A + 2 x

TYP SLAB BAR SIZE

REINF SPACING

#5, MATCH SLAB

EMBEDMENT LENGTH)

AND SPACING (A + 2 x

TYP SLAB BAR SIZE

SEE DETAIL A4/S-803.

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

SIM A4/S-803.

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

FOR ENCASEMENT AT PIPE RISER, SEE A4/S-803.

TOGETHER. SEE C3/S-804.

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

SEE B3/S-802

WALL OPENING REINF

1'-0" INTO TOP OF SLAB ABOVE

EXTEND VERTS & BEND

SEE A4/S-803 AND C1/S-804

PIPE ENCASEMENT REINF

TRENCH SEE D2/S-807

TRENCH SEE D2/S-807

CJ SEE D4/S-802

SIDES PER B3/S-802

DIAG & ADDL REINF 3

CJ SEE D4/S-802

PER B3/S-802

REINF 3 SIDES

DIAG & ADDL

REQUIRED. SEE DETAIL A1/S-816

REBAR LOCATION SHALL ACCOMMODATE GRATING CONNECTIONS WHERE

1 1/2

3 - #5 CONTSTD 90° HOOK

1'-0"

1'-6"

REINF CONT

TYP SLAB

CMU, SEE PLANS

WALL, CONCRETE OR

INTERIOR NON-BEARING

SLAB ON GRADE

#5@12"

WALL VERTS

AND SPACING AS

DOWELS, SAME SIZE

A5

SCALE: NTS

THICKENED SLAB WALL FOOTING

S-804

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FOR COMMANDER NAVFAC

SEAL

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

IN1

MAX

1 1/2"

3/4" CHAMFER, TYP

FOR PAD HT > 10"

ADDL #4@6"

MAX

1 1/2"

FOR PAD HT > 10"

ADDL #4@6"

A1

SCALE: NTS

#4@12" EW

THICKNESS NOT SHOWN SEE PLANS

SUSPENDED SLAB; FOR REINF AND

OF OPNG EW

2 MIN EA SIDE

M

IN1

X

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

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

FOR PAD HT > 4"

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

FOR PAD HT < 4",

#3@12" EW, 1" CLR

EQUIPMENT

EQUIPMENT PAD

3/4" CHAMFER, TYP

IN1

FOR PAD HT > 10"

ADDL #4@6"

1.5

NOTE:

M

IN6

MIN

6"

ANCHORS SPECIFIED.

TO PAD IS REQUIRED, USE CONCRETE

WHEN ANCHORAGE OF EQUIPMENT

#5 CONT

1.5

MIN

M

IN

ON PLANS

NOTED OTHERWISE

6" MIN, TYP UNLESS

2 - #5 CONT

EQUIPMENT THAT WEIGHS MORE THAN 2000 POUNDS.

DO NOT USE FOR VIBRATORY EQUIPMENT OR FOR

NOTE:

6" 6"

6'-0" MAX

VARIES

BOLT DETAILS

NOTES & ANCHOR

ANCHOR BOLT, SEE

EQUIPMENT BASE

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

TYP ALL SIDES

MAX, CENTERED,

#5 DOWELS @ 12"

MAX EW, T&B

#4 @ 12"

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

TYP ALL SIDES

#4 @ 6", 8" MIN

EMBEDMENT + 2",

ANCHOR BOLT

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: 4 1/2" MIN ALL AROUND

3" MIN ALL AROUND

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

NOTE 7

EQUIPMENT BASE

#4@12" EW

& ANCHOR BOLT DETAILS

ANCHOR BOLT, SEE NOTES

THICKNESS NOT SHOWN SEE PLANS

ON GRADE; FOR REINF AND

SUSPENDED SLAB OR SLAB

ANCHOR BOLT SLEEVE

OR LARGER)

AB 3/4" DIA

(#5@12" FOR

MIN 4 PER PAD

#4@12"

CONSTRUCTION JOINT

TOP OF PAD

2 - #4 @

NOTE 7

NOT SHOWN SEE PLANS

REINF AND THICKNESS

SLAB ON GRADE; FOR

SUSPENDED SLAB OR

4 1/2" MIN ALL AROUND

3" MIN ALL AROUND

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

ANCHOR BOLT SLEEVE

EQUIPMENT BASE

#4@12" EW

CONSTRUCTION JOINT

OR LARGER)

AB 3/4" DIA

(#5@12" FOR

MIN 4 PER PAD

#4@12"

3/4" CHAMFER, TYP

TOP OF PAD

2 - #4 @

BOLT DETAILS

& ANCHOR

SEE NOTES

ANCHOR BOLT,

CALCULATIONS

ANCHORAGE

OR AS REQUIRED BY

2" MIN ALL AROUND

10" MAX

REQD, 3 1/2" MIN,

PAD HEIGHT AS

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

NOTE 7

4 1/2" MIN ALL AROUND

3" MIN ALL AROUND

THICKNESS SEE PLANS

OR SLAB ON GRADE, FOR

EXST SUSPENDED SLAB

ANCHOR BOLT SLEEVE

EQUIPMENT BASE

#4@12" EW

& ANCHOR BOLT DETAILS

ANCHOR BOLT, SEE NOTES

3/4" CHAMFER, TYP

TOP OF PAD

2 - #4 @

PRIOR TO PLACING PAD

ROUGHEN & CLEAN

CONSTRUCTION JOINT,

ON PLANS

NOTED OTHERWISE

6" MIN, TYP UNLESS

GRADE

FINISH

SEE NOTE

CONCRETE ANCHORS,

EQUIPMENT

3/4" CHAMFER, TYP

OF SLAB ALL AROUND

THICKENED EDGE

CLR FROM TOP SURFACE

#5@12" EW AT 2"

GRADE

FINISH

SEE NOTE

CONCRETE ANCHORS,

EQUIPMENT

3/4" CHAMFER, TYP

#5@12" EW T&BOF SLAB ALL AROUND

THICKENED EDGE

FOR THICKNESS SEE PLANS

SLAB OR SLAB ON GRADE,

EXST OR NEW SUSPENDED

TO PLACING PAD

ROUGHEN & CLEAN PRIOR

CONSTRUCTION JOINT,

CONCRETE EQUIPMENT PAD

TYPE "A" TYPE "B"

TYPE "C"

TYPE "G"

TYPE "F"

TYPE "H"

TYPE "E"

TYPE "K"

TYPE "J"

W/ PROCESS DWGS

T.O. PAD, COORD

2 - #4 @ TOP OF PAD

4 1/2" MIN ALL AROUND

3" MIN ALL AROUND

#4@12"

OR EPOXY GROUT

NON-SHRINK GROUT

1 1/2" FLUID

EQUIPMENT BASE

CONCRETE ANCHOR

3/4" CHAMFER, TYP

PRIOR TO PLACING PAD

ROUGHEN AND CLEAN

CONSTRUCTION JOINT,

FOR THICKNESS SEE PLANS

SLAB OR SLAB ON GRADE,

EXST OR NEW SUSPENDED

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 LIEU9.

SURROUNDING FLOOR SLAB AFTER THE EQUIPMENT PAD.

TYPE "D" PAD SHALL BE USED ONLY WHERE SPECIFICALLY INDICATED. PLACE THE 8.

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 C1/S-806.

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.

C1/S-806

EMBED PER A2/S-806

@ 12" MAX, 4 MIN,

#5 ADHESIVE DOWEL

@ PERIMETER A2/S-806

#4 ADHESIVE DOWEL @ 12" OC

A2/S-806EMBED PER

@ 12" MAX, 4 MIN,

#5 ADHESIVE DOWEL

S-805

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

DSN

Sophia Schwartz, via email

2. FOLLOW ADHESIVE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION.

3.

4.

#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"

1.

UNLIMITED EDGE DISTANCE

LIMITED EDGE DISTANCE

5.

CONFORM TO REQUIREMENTS OF SPECIFICATION SECTION 03 63 00, CONCRETE DOWELING.

2" MINIMUM

BY ADHESIVE MANUFACTURER

HOLE DIA AS RECOMMENDED

SIZE

DOWEL

EDGE DISTANCE

MINIMUM

EMBEDMENT "A"

MINIMUM

EMBEDMENT "B"

MINIMUM

IS CALLED OUT ON DRAWINGS.

PROVIDE MINIMUM EMBEDMENT "A" SHOWN IN TABLE UNLESS SHORTER EMBEDMENT DEPTH

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

MINIMUM RECOMMENDED EMBEDMENT IF GREATER.

USE MINIMUM EMBEDMENTS SHOWN, EXCEPT USE MANUFACTURER'S

END OF EXISTING WALL OR SLAB

STRUCTURAL NOTES

STD LAP LENGTH, SEE GENERAL

MIN EDGE DISTANCE

AND SPACING

FOR SIZE

SEE DRAWINGS

REBAR DOWELS,

SLAB EXTENSION

NEW WALL OR

STRUCTURAL NOTES

SEE GENERAL

STD LAP LENGTH,

SEE NOTE 5

EMBEDMENT "A",

MINIMUM

FACE OF EXISTING WALL OR SLAB

NEW WALL OR SLAB

T/2, SEE NOTE 4

MINIMUM EMBEDMENT "B"

EXISTING REINFORCEMENT

EXISTING REINFORCEMENT

3/4"

3/4" CHAMFER

#3 TIES @6"

/2

C L

R

/2

C L

R

1'-0"

LANDING WIDTH (SEE PLANS)

EA END

CONNECTORS

THREADED

MECHANICAL

#6 DOWELS WITH

3/4" KEYWAY &

2 - #6 T&B, PROVIDE

SEE PLANS

STAIR CONN,

#5 EF

WALL FORMING

CONNECTORS TO FACILITATE

MECHANICAL THREADED

PROVIDE DOWELS W/

CONTRACTOR'S OPTION TO

CONCRETE WALL

CONTINUOUS

EW T&B

#4@12"

ALL AROUND

3/4"x10" KEYWAY

DOWELS

#4@12"

& RAILING ANCHORS

TO CLEAR STAIR

REINFORCEMENT

LOCATE BEAM

/2

FOR RAILING SEE PLANS.

NOTE:

C4

SCALE: NTS

STAIR LANDING

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

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

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

C1

SCALE: NTS

ANCHOR BOLT DETAILS

A1

SCALE: NTS

TANK PAD - CONCRETE

C L

R

C L

R

1'-0" #5 EF

B E

A M A

N D S

L A

B C

L R T

Y P A

T

L A

P

4'-6" MIN UON

FOR RAILING SEE PLANS.

LANDING WIDTH (SEE PLANS)

SEE PLANS

STAIR CONN,

& RAILING ANCHORS

TO CLEAR STAIR

REINFORCING

LOCATE BEAM

#3 TIES @6"

3/4" CHAMFER

@ 6" TYP

#3 CLOSED TIE

BEAM AND SLAB

PROVIDE KEYWAY FOR

REINF INTO WALL

HOOK BEAM AND SLAB

CLARITY

NOT SHOWN FOR

TYP WALL REINF

NOTE:

/2

SCALE: NTS

A4

CANTILEVER STAIR LANDING

THREADED CONNECTORS EA END

#6 DOWELS WITH MECHANICAL

3 - #6 T&B, PROVIDE 3/4" KEYWAY &

EW T&B

#4@6"

NOTES:

PLAN

SEE PLAN

T.O. PAD EL

SECTION

TYPE M

SEE PLAN

T.O. CONC EL

#5@12" EW

#5@12"

LAP

SIDES

8 EQUAL

2"

T A N

K R

A D

IU

S

AND NOTES NOT SHOWN SEE A1/S-805

FOR CONCRETE EQUIPMENT PAD DETAILS

1. FOR CONCRETE EQUIPMENT PAD NOTES SEE A1/S-805

2. FOR ANCHOR BOLTS SEE C1/S-806

FOUNDATION

SLAB, SEE PLANS

TANK

SCALE: NTS

A2

ADHESIVE DOWEL

S-806

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SEAL

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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021

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Sophia Schwartz, via email

SPACING

VERTICAL

#5@12" MAX

TYPE 'A' SADDLE

INDICATED ON PLANS

PIPE STRAP WHERE

SEE PIPE STRAP DETAIL

#3

GROUT, POURABLE

1" MIN NON-SHRINK

TABLE

SADDLE, SEE

WIDTH 'B' OF

SEE PLAN

FOR ELEVATION,

NEW OR EXST

CONCRETE SLAB,

TO PIPE DURING POURING

FELT SECURE TIGHT

2 LAYERS OF ROOFING

AT TOP OF CONCRETE

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

VERTICAL REINFORCEMENT

D

D /4

2" CLR,

TYP

C L

R

/2 "60° 60

30°

(2 x D

M A

X

V A

R

IE

S

SEE TABLE

A1

SCALE: NTS

PIPE SUPPORT - CONCRETE SADDLE

S E

E T

A B

L E

TYPE 'B' SADDLE

#5@12"

90° HOOK

#5@12" EW

SEE TABLE

REINFORCEMENT 'A',

SEE TABLE

PIPE DIRECTION)

'W' (IN LONGITUDINAL

FOR FOOTING WIDTH

SPACING

#5@12" MAX VERTICAL

INDICATED ON PLANS

PIPE STRAP WHERE

SEE PIPE STRAP DETAIL

#3

AT TOP OF CONCRETE

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

VERTICAL REINFORCEMENT

TO PIPE DURING POURING

FELT SECURE TIGHT

2 LAYERS OF ROOFING

GROUT, POURABLE

1" MIN NON-SHRINK

TABLE

SADDLE, SEE

WIDTH 'B' OF

SEE PLAN

FOR ELEVATION,

GRADE

FINISHED

D

60° 60

TYP

D /4

C

C L

R

/2

2" CLR,

TYP

30°

(2 x D

M A

X

V A

R

IE

S

6"

SEE TABLE

18"

16"

12"

10"

9"

9"

B

WIDTH

SADDLE

3/8"x3"

3/8"x3"

1/4"x3"

1/4"x2"

3/16"x2 1/2"

3/16"x2"

S

STRAP SIZE

PIPE

PIPE SADDLE TABLE

60" < D = 72"

48" < D = 60"

36" < D = 48"

24" < D = 36"

12" < D = 24"

D = 12"

D

DIAMETER

PIPE

2 (EF)

2 (EF)

2 (EF)

2 (EF)

1 (CTRD)

1 (CTRD)

REINFORCEMENT

LAYERS OF

#6@12"

#6@12"

#5@12"

#5@12"

#5@12"

#5@12"

V

REINFORCEMENT

VERTICAL

8'-0"

6'-0"

4'-0"

3'-0"

2'-0"

1'-6"

W

WIDTH

FOOTING

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

C

DEPTH

FOOTING

60" < D = 72"

48" < D = 60"

36" < D = 48"

24" < D = 36"

12" < D = 24"

D = 12"

D

DIAMETER

PIPE

#5@6"

#5@6"

#5@12"

#5@12"

#5@12"

#5@12"

REINFORCEMENT

STRAPS

NO. OF

TYPE 'B' PIPE SADDLE FOOTING TABLE

PROVIDE 3/4" x (STRAP WIDTH PLUS 1" WIDE) NEOPRENE PAD BELOW STRAP.6.

AT SUBMERGED CONDITIONS, STRAP SHALL BE STAINLESS STEEL.5.

INDICATED OTHERWISE A STRAP IS NOT REQUIRED.

FOR LOCATIONS WHERE PIPE STRAP IS REQUIRED, REFER TO DRAWINGS. UNLESS4.

USE TYPE 'B' IN OTHER LOCATIONS.

USE TYPE 'A' SADDLE IN ALL LOCATIONS WHERE A SLAB (NEW OR EXISTING) OCCURS.3.

FORM 3/4" BEVEL ON ALL EXPOSED CORNERS OF SUPPORT.2.

BARS 90° TO HOOK AROUND VERTICALS , 1 1/2" CLEAR OF CONCRETE

FOR 'B'=10" OR THICKER, USE 2 LAYERS OF REINFORCEMENT, TURN HORIZONTAL1.

BAR STRAP

PLAN

PIPE STRAP PLATE

/2

PIPE STRAP

3/16

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

PL 1/2"x3"x4"

2 1/4"

/2

1 1/2" 2 1/4"

/2

1/4"

GROUT

6"

2.

NOTES:

4"

1.

UNLESS SPECIFICALLY SHOWN.

WHERE TRENCH IS ADJACENT TO WALL DO NOT PROVIDE GRATING

TO DRAIN

OF GROUT

SLOPE TOP

M A

X

M

IN

/2

D2

SCALE: NTS

FORMED CONCRETE TRENCH

CONC WALL

1 1/2"

/2

2" M

IN

2" M

IN

3 1/2", SEE NOTE 2

ANGLE

SLOPE

FILL

ANGLE

SLOPE

FILL

CONC SLAB

NOTES:

C1

SCALE: NTS

CONC OR GROUT FILL KEY

THAN 9"

WIDTH IS LARGER

FACE WHEN CURB

#5@12" PLACE EA

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 &

ON PLAN

OF CURB AS NOTED

WIDTH AND HEIGHT

C L

R

/2

D3

SCALE: NTS

CONCRETE CURB

TYP

SLOPE

SLAB ELEVATION

THAN ADJACENT

RIM 1/2" LOWER

SET FLOOR DRAIN

DEPRESSION

2'-0" DIA

C2

SCALE: NTS

FLOOR DRAIN

SEE PLANS

VOID

SEALANT, TYP

80 PVC PIPE

4" DIA SCHED

OR CURB

CONC PAD

NOTE:

AND ADHESIVE ANCHORS AS REQUIRED.

ANCHOR IN PLACE WITH SST STRAPPING

C3

SCALE: NTS

CONC SLAB

DRAINAGE BLOCKOUT

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

NOTES:

2.

1.

C4

SCALE: NTS

CONDUIT IN STRUCTURAL CONCRETE

6" FOR 1" ANCHOR BOLT

4 1/2" FOR 3/4" ANCHOR BOLT,

SEE NOTES 5 & 6

AFTER FABRICATION,

HOT DIP GALVANIZE

OD OF PIPE, SEE TABLE,

BAR STRAP 'S' BENT TO

DETAIL BELOW

SEE STRAP PL

12" EMBEDMENT

(USE 1" DIA FOR D > 48")

CENTERED IN SADDLE

WITH LEVELING NUTS

3/4" DIA ANCHOR BOLTS

3 1/2"

NOTE 2

GROUT OR

CONC FILL

OR SLAB IS LESS THAN 45 DEGREES.

PROVIDE KEY FOR ALL FILL WHERE FILL SLOPE ANGLE TO WALL

2" MINIMUM THICKNESS OF GROUT OR CONCRETE FILL.

LENGTHEN 3 1/2" BLOCKOUT AS REQUIRED TO MAINTAIN

WALKWAY OR WORKING AREAS.

PROVIDE GRATING WHERE GUTTER CROSSES

SEE A1/S-816

WITH GS-1 SUPPORT @ EDGE,

3/4" AL GRATING WHERE REQD

AS DIRECTED BY ENGINEER.

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

CONDUITS PER B3/S-802.

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

WITH 90° HOOK A2/S-806

EMBEDDED DOWELS

ADHESIVE ANCHOR OR

S-807

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CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

D

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IN

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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

D E

V E

L O

P M

E N

T

L E

N G

T H

C1

SCALE: NTS

FOR CONCRETE COLUMN

TYPICAL TIE SPACING

PLAN

SECTION

#4 TYP

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

CONC CURB

9"

TYP

MIN

U O

N

M

IN

C2

SCALE: NTS

AT SIDEWALK DOOR

CONCRETE CURB

WATERSTOP

HYDROPHILIC/GROOVE

C5

SCALE: NTS

SST BENT PLATE

SECTION

NOTE: NOTES:

3. RETURN CORNER WHERE REQUIRED ON DRAWINGS.

ANTICIPATED IN AREA USED.

2. SEAL MATERIAL SHALL BE COMPATIBLE WITH LIQUIDS

1. PROVIDE ANCHOR MIN 3" FROM EACH END.

NOTE 3

RETURN LENGTH

PLAN - RETURN CORNER

FLOW DIRECTION UON

8"

DRAWINGS

HEIGHT PER

12" OC NOTE 1

ANCHOR @

ADHESIVE

1/2" DIA SST

SEAL NOTE 2

1/8" RUBBER

HEIGHT PER DRAWING

SST BENT PL 1/4" x 2 3/4" x

1 1/4"

TIES

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VERTS

2 TYP

VERTS

3 TYP

WALLS

OF CELL

1/2" CLR

BARS AT

TYP VERT

FAR FACE

HOOK AT

STANDARD 90°

HOOK AT FAR FACE

STANDARD 90°

VERTS

2 TYP

VERTS

3 TYP

WALLS

OF CELL

1/2" CLR

BARS AT

TYP VERT

REINFORCEMENT

FABRICATED TEE

FACTORY

REINFORCEMENT

CORNER

FABRICATED

FACTORY

3 TYP VERTS

EXTERIOR CORNER

SINGLE MAT PLAN FOR HORIZONTAL BARS

INTERIOR CORNER EXTERIOR CORNER INTERIOR CORNER

EXTERIOR CORNER

DOUBLE MAT PLAN FOR HORIZONTAL BARS

INTERIOR CORNER EXTERIOR CORNER INTERIOR CORNER

CORNER REINFORCEMENT

FACTORY FABRICATED

TEE REINFORCEMENT

FACTORY FABRICATED

3.

2.

1.

LAP

L

A P

LAP

L A

P

3 TYP VERTS

LAPLAPLAP

L A

P /8

L A

P /8

LAP LAP LAP

L A

P

DOUBLE MAT PLAN FOR JOINT REINFORCEMENT

SINGLE MAT PLAN FOR JOINT REINFORCEMENT

5 TYP VERTS

BAR SIZE & SPACING

MATCH TYP HORIZ

CORNER BARS

NOTES:

BARS SIZE & SPG

MATCH TYP HORIZ

CORNER BARS

CORNERS ONLY

BARS AT

WITHIN HORIZ

LOCATE VERTS

5 TYP VERTS,

T Y

P

C O

V E

R

T Y

P

C O

V E

R

C1

SCALE: NTS

REINFORCED MASONRY WALL CORNERS (SINGLE & DOUBLE MAT)

5.

W

<2'-8" 8"

16"

24"

32"

48"

8"

8"

16"

24"

24"

8" WALLS

#3@8"

#3@16"

#3@24"

>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@8"

#3@16"

#3@24"

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

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

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

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

12" WALLS

"W"

"H

1.

2.

3.

4.

NOTES:

90°

HOOK

8" LINTEL SECTION

8" CMU WALL

12" CMU WALL

135°

HOOK

12" LINTEL SECTION

SCHEDULE

DEPTH, SEE

LINTEL

LINTEL BLOCK

CMU OPENING REINFORCEMENT SCHEDULE

EXTEND REINFORCEMENT 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'-0" EACH

WALL SECTIONS.

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

SCHEDULE

"A" BARS SEE

REINFORCEMENT

HORIZONTAL

LINTEL BOTTOM

BARS SEE SCHEDULE

REINFORCEMENT "A"

HORIZONTAL

LINTEL BOTTOM

REINFORCEMENT

VERTICAL

TYP CMU WALL

NOTE 5

REINFORCEMENT,

ADDL HORIZONTAL

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

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

IN 12" WALLS)

(1 EF) PER CELL

WALLS, TWO

PER CELL IN 8"

(ONE CENTERED

SIDE, SEE NOTE 2

"C" BARS EACH

ON THE DRAWINGS.

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

SEE NOTE 3

BOUNDARY AREA

WITHIN SHADED

GROUT ALL CELLS

BOND BEAM

"B" BARS IN

LINTEL BLOCK

"A" BARS IN

"A" BARS

LENGTH AS

STIRRUP, SAME

BAR AT TOP OF

HORIZONTAL

TYP WALL

SEE SCHEDULE

AS REQD

STIRRUPS

SEE SCHEDULE

AS REQD

STIRRUPS

LENGTH AS "A" BARS

STIRRUP, SAME

BAR AT TOP OF

HORIZONTAL

TYP WALL

WIDTH

JAMB

WIDTH

JAMB

D E

P T

H

L

IN

T E

L

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SCALE: NTS

CMU OPENING REINFORCEMENT

1.

2.

3.

5.

6.

7.

8.

NOTES: ELEVATION

4.

SEE NOTE 2

LAP, TYP,

60 BAR DIA

HORIZONTAL JOINT REINFORCEMENT SPLICE = 1'-4".

STRUCTURAL NOTES.

FACILITY. FOR MINIMUM REINFORCEMENT REQUIREMENTS, SEE GENERAL

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

LAP ALL OTHER VERTICAL BARS 60 BAR DIAMETERS.

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

PROVIDE DOWEL BARS IN FOUNDATION TO MATCH ALL VERTICAL REINFORCEMENT.

DO NOT PLACE VERTICAL CONDUIT IN THE SAME CELL AS VERTICAL REINFORCEMENT.

REINF

VERT

TYP

NOTE 2

SEE

CONCRETE

TOP OF

SEE NOTE 4

DOWELS,

COLUMN, SEE NOTE 7

WALL PIER OR

NOTE 8

SEE SEE NOTE 2

DIA LAP,

48 BAR

OC MAX

AT 16"

REINF

JOINT

HORIZ

TYP

LEVELS

FLOOR

ROOF AND

AT ALL

WALL AND

AT TOP OF

HORIZ BARS

2 TYP

IN FIRST COURSE

HORIZ JOINT REINF

A4

SCALE: NTS

INTERMEDIATE REINFORCED MASONRY SHEAR WALL

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

C4

SCALE: NTS

TYPICAL VENEER LEDGE

AT OPENINGS, CONTROL JOINTS, OR CORNERS LESS THAN 6'-0" IN LENGTH, SEE DETAILS A1/S-809, C1/S-810 AND A1/S-810.

LAP=48 BAR DIAMETERS, BUT NOT LESS THAN 2'-0" FOR HORIZONTAL BARS UNLESS NOTED OTHERWISE.

LAP = 1'-4" MINIMUM FOR JOINT REINFORCEMENT UNLESS NOTED OTHERWISE.

SEE A1/S-809

CMU OPENING REINF

FOR ADDED REINFORCEMENT AT WALL INTERSECTIONS AND CORNERS, SEE C1/S-809.

AND A1/S-810.

FOR HORIZONTAL REINFORCEMENT AT OPENINGS SEE PIER AND COLUMN DETAILS C1/S-810

DETAIL A1/S-809.

GROUT EACH SIDE OF OPENING AS NOTED IN TYPICAL OPENING REINFORCEMENT

HEIGHT.

OF OPENING EXCEPT THAT WHEN "H" OR "W" EXCEEDS 1'-4", "C" BARS SHALL EXTEND FULL

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

5.USE #5 FOR "A" AND "B" BARS FOR WALLS WITH HORIZONTAL LADDER REINFORCING.

S-809

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Sophia Schwartz, via email

OPENING

/2

1.

2.

OPENING

OPENING OPENING2'-8" TO 4'-0"

(SEE NOTE 3)

2'-8" TO 4'-0"

(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

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°

3.

C1

SCALE: NTS

CMU WALL PIER

A1

SCALE: NTS

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

CMU WALL COLUMN

BEAM BLOCK

IN BOND

#3@8"

HOOK

180°

BENDS

135°

BEAM BLOCK

@ 8" IN BOND

#3 TIES

BENDS

135°

GROUT WALL COLUMNS FULL WALL HEIGHT.

BEAM BLOCK

IN BOND

#3@8"

BEAM BLOCK

@ 8" IN BOND

#3 TIES

NOTE:

JOINT

PREFABRICATED

ENLARGED DETAIL

SEALANT

/8

/8

3/8"

STRAIGHT WALL

T-WALL

IN TWO CELLS

REINFORCEMENT

VERTICAL

PROVIDE TYPICAL

SEE ENLARGED DETAIL

8" CMU WALL

CENTERED ON JOINT

REINFORCEMENT IN CELL

PROVIDE TYPICAL VERTICAL

DETAIL, TYP

SEE ENLARGED

8" CMU WALL

FOR MASONRY CONTROL JOINT LOCATIONS SEE PLANS.2.

12" CMU WALL WITH 2 LAYERS OF REINFORCEMENT IS SIMILAR.1.

C4

SCALE: NTS

CMU CONTROL JOINT

Db

1"+

Db = DIAMETER OF BOLT

"L E

M

IN

"L E

M

IN

NOTE:

MEMBER

SUPPORTED

NOTED OTHERWISE

#5x4'-0" MIN UNLESS

CMU

LENGTH "LE"

EMBEDMENT

HORIZONTAL CELLS

SOLID GROUT

BOLT

ALL AROUND

1" MIN GROUT

SEE PLANS

ANCHOR BOLT,

CLR

1/2"

A4

SCALE: NTS

MASONRY ANCHOR BOLT

THROUGH JOINT

ROOF AND FLOOR LEVELS

HORIZONTAL BARS AT ALL

EXCEPT CONTINUE

REINFORCEMENT AT JOINT,

STOP TYPICAL HORIZONTAL

CONTROL JOINT

PREFABRICATED

SIDE OF JOINT

IN 2 CELLS EACH

REINFORCEMENT

VERTICAL

PROVIDE TYPICAL

BACK-UP ROD

BOND BREAKER TAPE

CMU BLOCK

CMU BLOCK

TYP EA END OF PIER

"C" BARS PER A1/S-809

WALL PIERS 2'-8" AND LESS, SEE WALL COLUMN DETAIL A1/S-810

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

SEE C1/S-809 SIM

REINFORCEMENT,

TYPICAL CORNER

A1/S-809 TYP

"C" BARS PER

A1/S-809 TYP

"C" BARS PER

TYP EA END OF PIER

"C" BARS PER A1/S-809

SEE C1/S-809 SIM

REINFORCEMENT,

TYP CORNER

(4 BARS MIN IN COLUMN)

TYP EACH END OF PIER

"C" BARS PER A1/S-809 SIM

SEE C1/S-809 SIM

REINFORCEMENT,

TYP CORNER

A1/S-809 TYP

"C" BARS PER

TYP EACH END OF COLUMN

"C" BARS PER A1/S-809

A1/S-809 TYP

"C" BARS PER

SEE C1/S-809 SIM

REINFORCEMENT,

TYP CORNER

S-810

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THICKNESSES OVER 3/4". ALL WELDS SHALL BE SINGLE-PASS WELDS.

1/2", 1/4" FILLET FOR THICKNESSES OVER 1/2" TO 3/4", AND 5/16" FILLET FOR MATERIAL

WELD SIZE SHALL BE 3/16" FILLET FOR MATERIAL THICKNESSES UP TO AND INCLUDING

WELD SIZE SHALL BE DETERMINED BY THE THICKEST MEMBER JOINED; MINIMUM

ON COLUMN.

LEVELING NUTS AND 1'-0" MINIMUM EMBED AND BASEPLATES SHALL BE CENTERED

UNLESS OTHERWISE NOTED, ANCHOR BOLTS SHALL BE 3/4" DIA x REQUIRED WITH

/4

/4

T Y

P

MIN

M

IN

/2

W COLUMN W COLUMN

M

IN

M

IN

TYP TYP

"t S

E E

"t S

E E

/4

NOTES:

C O

L

M

IN

C O

L

/4

" COL + 5"

COL + 5" MIN

C O

L

COL + 1"

1 1/2" 1 1/2"

TYPE A

ELEVATION ELEVATION

TYPE B

PLAN PLAN

PLAN PLAN

1 1/2" NON-SHRINK GROUT

AS SPECD, ROUND CORNERS

W/ 3/4" RADIUS TOOL

COLUMN

HSS

COLUMN

HSS

COLUMN

4" FOR W14

W12 COLUMN,

3 1/2" FOR

W10 COLUMN,

2 1/2" FOR

COLUMN

W OR HSS

COLUMN

W OR HSS

BOLTS

ANCHOR

NOTE 2

SEE

NOTE 2

SEE

BOLTS

ANCHOR

2.

1.

6" MIN

COL + 1",

T Y

P

M

IN

T Y

P

M

IN

IS

G

R E

A T

E R

W H

IC

H E

V E

R

A B S

P G

C O

L

O R

(3 /4

U N

O

P L

A N

S

(3 /4

U N

O

P L

A N

S

T Y

P

M

IN

C1

SCALE: NTS

COLUMN BASE - STEEL

C3

SCALE: NTS

TYPICAL BEAM CONNECTION - STEEL

16-18

12-15

8-10

4 1

NOTES:

L E

N G

T H

S E

E S

C H

E D

2 1/2"

COMMENTS

30 8

33 9

36 10

7/8"

7/8"

7/8"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

1'-8 1/2"

1'-5 1/2"

1'-2 1/2"

0'-11 1/2"

0'-8 1/2"

0'-5 1/2"

0'-3"

0'-2 1/2"

2'-6"

2'-3"

2'-0"

ANGLE THK = 3/8"

ANGLE THK = 3/8"

ANGLE THK = 3/8"

STD

GAGE

ANGLE, TYP UON

5/16" x REQD DOUBLE

1 1/2" 1 1/2"

2 1/2" MAX

MINMIN

CL BOLTS

FOR 7/8" DIA BOLTS)

1" MIN (1 1/8" MIN

NOTE 3

SEE

OR COLUMN

STEEL BEAM

SUPPORTING

DIMENSION SHALL BE 3" UNLESS OTHERWISE REQUIRED FOR PROPER FABRICATION.

CONNECTIONS WHEN REQUIRED OR USED.

PROVIDE ADDITIONAL 1 1/2" LENGTH…