S06 - QA101 - POOL STRUCTURAL NOTES AND DETAILS.pdf

WATER LEVEL

+0'-0"

WATER LEVEL

+0'-0"

TYPICAL ABBREVIATIONS

A.B.

A.F.F.

ADDL.

ALT.

ARCH.

B.C.E.

B.O.

BLDG.

BM.

BOTT.

BRG.

BSMT.

BTWN.

CANT.

CMU

COL.

CONC.

CONN.

CONT.

CTRD.

DWG.

E.F.

E.O.D.

E.O.S.

E.W.

EA.

EL.

ELEV.

EMBED.

EQ.

EQUIP.

EWB

EX.

EXIST.

EXP.

EXT.

FDN.

FIN.

FLR.

FT.

FTG.

GA.

GALV.

H.P.

HORIZ.

I.F.

IN.

INFO.

INT.

JT.

L.P.

L.W.

LLH

LLV

LWB

M.E.P.

M.S.T.

MAX.

MECH.

MEZZ.

MFR.

MIN.

MISC.

N.T.S.

N.W.

o/c

PC

PSF

PSI

PTN.

REINF.

REQ'D.

RET'G.

S.F.

S.O.G.

SCHED.

SECT.

SIM.

SPECS.

STIFF.

STRUCT.

SWB

T&B

T.

T.O.

T.O.C.

T.O.S.

T.S.

TCELE

TCERE

TDS

THK.

TYP.

U.N.O.

V.I.F.

VERT.

W.R.T.

w/

WWF

ANCHOR BOLT

ABOVE FINISH FLOOR

ADDITIONAL

ALTERNATE

ARCHITECT

BOTTOM CHORD EXTENSION

BOTTOM OF

BUILDING

BEAM

BOTTOM

BEARING

BASEMENT

BETWEEN

CENTERLINE

CANTILEVER

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

CENTERED

DIAMETER

DRAWING

EACH FACE

EDGE OF DECK

EDGE OF SLAB

EACH WAY

EACH

ELEVATION

ELEVATOR

EMBEDMENT

EQUAL

EQUIPMENT

EACH WAY BOTTOM

EXISTING

EXISTING

EXPANSION

EXTERIOR

FOUNDATION

FINISH

FLOOR

FEET

FOOTING

GAGE

GALVANIZED

HIGH POINT

HORIZONTAL

INSIDE FACE

INCHES

INFORMATION

INTERIOR

JOINT

LOW POINT

LIGHT WEIGHT

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONG WAY BOTTOM

MECHANICAL ELECTRICAL PLUMBING

METAL STUD TRUSS

MAXIMUM

MECHANICAL

MEZZANINE

MANUFACTURER

MINIMUM

MISCELLANEOUS

NOT TO SCALE

NORMAL WEIGHT

ON CENTER

PLATE

PILE CAP

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PARTITION

REINFORCEMENT

REQUIRED

RETAINING

STEP FOOTING

SLAB ON GRADE

SCHEDULE

SECTION

SIMILAR

SPECIFICATIONS

STIFFENER

STRUCTURAL

SHORT WAY BOTTOM

TOP AND BOTTOM

TOP

TOP OF

TOP OF CONCRETE

TOP OF STEEL

THICKENED SLAB

TOP CHORD EXTENSION LEFT END

TOP CHORD EXTENSION RIGHT END

TURN DOWN SLAB

THICK OR THICKENED

TYPICAL

UNLESS NOTED OTHERWISE

VERIFY IN FIELD

VERTICAL

WOOD ROOF TRUSS

WITH

WELDED WIRE FABRIC

EWT EACH WAY TOP

P/C PRECAST

P.A.F. POWDER ACTUATED FASTENER

BP_ BEARING PLATE

GB_ GRADE BEAM

k KIP k-ft KIP-FEET

MP_ MASONRY PIER

NBL NON BEARING LINTEL

WP WALL PLATE

WC WET COLUMN

Ø

GENERAL POOL STRUCTURAL NOTESGENERAL POOL STRUCTURAL NOTES

PG1. Building Codes:

Model: International Building Code 2018

Concrete: American Concrete Institute ACI 318-14 American Concrete Institute ACI 350-06

PG2. The construction documents indicate design of a completed reinforced concrete structure.

The structural details have been prepared based on cast-in-place concrete methods. If alternate means and methods of concrete placement are employed that may alter the completed project, the contractor must submit proposed revisions and signed/sealed calculations to the Architect/Engineer for approval prior to fabrication or construction.

PG3. The pool structure renovations have been designed to withstand all anticipated loadings under both full and empty conditions in accordance with the criteria of ACI 350.

PG4. The pool shell renovations have not been designed to withstand any surcharge loading from adjacent structures. Inform engineer immediately if adjacent structures are close to the pool shell.

PG5. Adequacy of the existing pool shell elements have not been evaluated and are not covered in the scope of these construction documents.

REINFORCED CONCRETE NOTESREINFORCED CONCRETE NOTES

PC1. Pool shell modifications to be cast-in-place concrete.

PC2. All concrete shall be 4000 psi minimum 28 day compressive strength with 6% air entrainment. Limit water to cementitious material ratio (w/c) to 0.42.

PC3. All reinforcing steel shall be detailed, supplied and placed in accordance with these construction documents and with ACI 318-05, ACI 315-05, and CRSI MSP-1-01.

PC4. All reinforcing steel shall be shop fabricated to conform to ASTM A615, Grade 60.

PC5. All pool concrete shall be "wet" cured using hoses and polyethylene covering.

PC6. Reinforcing clearance: 2" Pool walls, surge tank walls 2" Pool bottom slabs, surge tank slabs 3" All surfaces cast or shot against earth

1 1/2" CLR. TYP.

SEE PLAN FOR

ACTUAL REINF.

#4 x 1'-6"

#4 x 1'-6"

1/ 2" C

LR

T Y P

TYPICAL REINF. AT EMBEDDED ITEMS

5/8"

49 BAR DIA. LAP

3'-0" 3'-0"

4"

2" C

LR

2" C

LR

ALL HORIZONTAL REINF. IS

CONT. THRU JOINT POOL SIDEPOOL SIDE

WATERPROOF SEALANT

6" RIBBED PVC

WATERSTOPMATCH WALL

REINFORCING

SIZE & SPACING

8" WALL8" WALL

12" AND THICKER WALL12" AND THICKER WALL

TYP. CONCRETE WALL CONSTRUCTION JOINT

5/8"

49 BAR DIA. LAP

2" C

LR

ALL HORIZONTAL REINF. IS

CONT. THRU JOINT POOL SIDEPOOL SIDE

WATERPROOF SEALANT

6" RIBBED PVC

WATERSTOPMATCH WALL

REINFORCING

SIZE & SPACING

2" C

LR

5/8"

40 BAR DIA. LAP

3'-0" 3'-0"

4" 8"

2" C

LR

2" C

LR

ALL HORIZONTAL REINF. IS

CONT. THRU JOINT POOL SIDEPOOL SIDE

WATERPROOF SEALANT

6" RIBBED PVC

WATERSTOPMATCH SLAB

REINFORCING

SIZE & SPACING

8" SLAB8" SLAB

12" AND THICKER SLAB12" AND THICKER SLAB

TYP. CONCRETE SLAB CONSTRUCTION JOINT

5/8"

40 BAR DIA. LAP

2" C

LR

ALL HORIZONTAL REINF. IS

CONT. THRU JOINT POOL SIDEPOOL SIDE

WATERPROOF SEALANT

6" RIBBED PVC

WATERSTOPMATCH SLAB

REINFORCING

SIZE & SPACING

2" C

LR

T H

IC

K N E S S

BAR DEVELOPMENT & BAR DEVELOPMENT &

SPLICE LENGTHSSPLICE LENGTHS

BAR

TENSION

DEVELOPMENT

SPLICES

* USE TOP BAR LENGTHS WHEN BARS ARE

PLACED SUCH THAT THERE IS MORE THAN

1'-0" OF CONCRETE BELOW BAR

#3

#4

#5

#6

#7

#8

#9

#10

#11

18"

24"

30"

35"

51"

59"

66"

74"

82"

14"

18"

23"

27"

40"

45"

51"

57"

64"

23"

30"

38"

49"

67"

76"

86"

96"

107"

8"

24"

30"

35"

51"

59"

66"

74"

82"

TOP BAR* OTHER TOP BAR* OTHER

TYP.

8"

CERTIFIED COVER/GRATE

WITH FRAME AND FASTENERS

(SEE POOL DWGS.)

SEE POOL DRAWINGS FOR

DRAIN DIMENSIONS AND

PIPE CONFIGURATIONS

SEE PLAN FOR BASE

SLAB REINFORCEMENT

SLOPE SLAB TO DRAINSLOPE SLAB TO DRAIN

BUILDING

STRUCTURE

(TYP.) DRAIN

(SEE POOL DWGS.)

8"

1'-0" 1'-0"

#4 x @ 12"

1.

a.

b.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

POOL CONCRETE REPAIRPOOL CONCRETE REPAIR

CONCRETE REPAIR SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING CODES:

THE LATEST ACI BUILDING CODE (ACI 318), THE ACI DETAILING MANUAL (ACI 315),

AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301).

“CONCRETE REPAIR MANUAL”, AMERICAN CONCRETE INSTITUTE AND INTERNATIONAL

CONCRETE REPAIR INSTITUTE, 4th EDITION

PRIOR TO SUBMITTING BID, VERIFY REPAIR TYPES, EXTENTS OF REPAIRS, QUANTITY

OF REPAIRS, AND LOCATIONS INDICATED. REFERENCE TYPICAL AND ATYPICAL REPAIR

DETAILS.

PROBE AND SOUND CONCRETE SURFACES TO VERIFY EXTENT OF REQUIRED REPAIRS.

DURING AND AFTER DEMOLITION, PERFORM SUPPLEMENTAL PROBES, SOUNDING, AND

EVALUATION TO DETERMINE ALL DELETERIOUS OR DEFICIENT MATERIAL IS REMOVED.

AREAS WITH MINERAL DEPOSITS SHALL BE CLEANED AND CONCRETE REPAIRS SHALL BE

MADE AS DICTATED BY EXPOSED FIELD CONDITIONS.

PERFORM ALL SURFACE PREPARATION, APPLICATION, FINISHING, AND CURING IN STRICT

ACCORDANCE WITH THE PRODUCT MANUFACTURER ’S RECOMMENDATIONS AND

REQUIREMENTS.

REMOVE UNBONDED PAINT AND COATING MATERIALS FROM CONCRETE AT REPAIR

LOCATIONS TO ALLOW SOUNDING OF CONCRETE.

REMOVE UNSOUND, LOOSE AND/OR DELAMINATED CONCRETE/AGGREGATE DOWN TO

SOUND MATERIAL.

NOTIFY DESIGN TEAM TO SCHEDULE INSPECTIONS OF THE PREPARED SURFACES PRIOR

TO PLACING REPAIR MATERIAL. REINFORCING SHALL BE SPLICED AS APPROVED BY

THE DESIGN TEAM.

REPAIR AREAS SHOULD EXTEND A MINIMUM OF 6 INCHES BEYOND THE ACTUAL

DELAMINATED CONCRETE. SAWCUT AT PERIMETER OF DELAMINATED AREAS AS

INDICATED IN NOTES AND/OR ON DOCUMENTS.

MINIMIZE AND AVOID REPAIR CONFIGURATIONS WITH RE-ENTRANT CORNERS. REPAIR

CONFIGURATIONS SHALL BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY SQUARE OR

RECTANGULAR WITH SQUARE (90 DEGREE) CORNERS. PROVIDING ADEQUATE REPAIR

CONFIGURATIONS MAY RESULT IN THE REMOVAL OF SOUND CONCRETE. VERIFY

REMOVAL CONFIGURATIONS WITH DESIGN TEAM PRIOR TO PREPARING FOR REPLACEMENT

OF MATERIALS.

UNDERCUT EXPOSED REINFORCING STEEL. PROVIDE A MINIMUM OF 3/4 INCH CLEARANCE

BETWEEN EXPOSED REINFORCING AND SURROUNDING CONCRETE OR 1/4 INCH LARGER

THAN THE COARSE AGGREGATE OF THE REPAIR MATERIAL, WHICHEVER IS LARGER.

USE CRSI-APPROVED CHAIRS, ETC., AS NECESSARY. SOUND CONCRETE MAY HAVE TO

BE REMOVED TO PROVIDE PROPER CLEARANCE AROUND REINFORCING STEEL.

CONCRETE REMOVAL SHALL EXTEND ALONG THE REINFORCING STEEL UNTIL THERE IS NO

DELAMINATION, CRACKING, OR SIGNIFICANT CORROSION AND THE REINFORCING STEEL IS

WELL BONDED TO SURROUNDING CONCRETE.

PROVIDE UNIFORM HORIZONTAL SURFACE DEPTH OF DEMOLITION BETWEEN ADJACENT

BARS OR WIRES WHEN CAVITY ENCOMPASSES MORE THAN ONE BAR OR WIRE TO

REDUCE SHRINKAGE CRACKING AT THESE LOCATIONS.

PREPARE SUBSTRATE AND PROVIDE CONCRETE SURFACE PROFILE IN ACCORDANCE WITH

REPAIR MATERIAL MANUFACTURER GUIDELINES.

NOTIFY ENGINEER WHEN REINFORCING STEEL HAS LOST CROSS SECTIONAL AREA LARGER

THAN 10%. REPAIR DAMAGED/DETERIORATED REINFORCING STEEL BY REPLACEMENT

WITH COMPATIBLE REINFORCEMENT OF EQUIVALENT SIZE, SHAPE, AND STRENGTH OR

ADDING EQUIVALENT ADDITIONAL REINFORCEMENT TO MATCH THE SAME CROSS-

SECTIONAL AREA.

PROVIDE PROPOSED REPAIR MATERIALS FOR REVIEW AND APPROVAL PRIOR TO

PURCHASE OR APPLICATION OF MATERIALS.

SHAPE AND FINISH REPAIRS TO MATCH EXISTING SURFACES. IF A COATING IS TO BE

APPLIED, COORDINATE FINISHING TECHNIQUES WITH COATING MANUFACTURER

REQUIREMENTS. CONCRETE REPAIRS IN COATED SURFACES SHALL BE COATED TO

MATCH ADJACENT AREAS

AFTER APPLYING REPAIR MATERIAL, AND AFTER CURING, PERFORM ASTM C1583

TENSILE TESTING OF REPAIRS TO VERIFY BOND OF REPAIRS.

CHIP CONCRETE AS REQUIRED

TO REMOVE STEEL RING - DO

NOT CUT REINFORCING STEEL

CONT. SYNKO-FLEX

WATERSTOP AROUND

PERIMETER OF

OPENING

(4) #3 AT QUADRANTS OF

OPENING EMBED 3" INTO

EXIST. CONC. w/ HILTI

HIT-HY 200 V3 ADHESIVE

INFILL WITH 4,000

PSI NON-SHRINK

CEMENTITOUS

GROUT

APPLY CORROSION INHIBITOR

TO ANY EXPOSED

REINFORCING STEEL AND

PATCH CHIPPED AREAS

PRIOR TO INFILL

TYPICAL LIGHT NICHE INFILL

450 EAST 96th STREET SUITE 175

INDIANAPOLIS, INDIANA 46240

PHONE: 317.580.0402

WWW.O-N.COM

ph: 314.894.1245 www.chh2o.com

COUNSILMAN HUNSAKER

AQUATICS FOR LIFE

8910 Purdue Road, Suite 320 Indianapolis, IN 46268 Phone: 317.931.9800

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project : 23022.018

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

7020.0280.00 GSN KLS

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QA101

POOL STRUCTURAL NOTES AND

DETAILS

B132 POOL AND HVAC

REPLACEMENT

3001 GREEN BAY RD, NORTH CHICAGO, IL 60064

556-24-122

06/20/2025

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Revisions: Date:

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Detail

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EXP: 11-30-2026

FIRM NO. 184-004792-0003