NFC Fitness Court Studio Concrete Slab Drawing.pdf

PROVIDE A MINIMUM OF 4" THICK CONCRETE SLAB PER PLANS. MINIMUM DIMENSIONS ARE 38'-0" WIDE X 73'-0" LONG. SEE SITE SPECIFIC PLANS AND / OR ENGINEERING PROVIDED BY OTHERS IF DIFFERENT.

NFC FITNESS COURT STUDIO CONCRETE SLAB

MINIMUM STANDARDS

SHEET INDEX

SHT. NO.

DESCRIPTION

COVER

SPECIFICATIONS

STANDARD DETAILS

CONCRETE SLAB LAYOUT

SITE PREP / LAYOUT

ANCHOR DETAILS

JOINT / AB LAYOUT PLAN

DO'S & DON'TS

PROPERTY OF NATIONAL FITNESS CAMPAIGN ©

THIS DOCUMENT IS PROPERTY OF NFC (THE NATIONAL FITNESS CAMPAIGN). THIS

DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION AND MAY

ONLY BE USED BY PERMISSION FROM NFC AND FOR THE PURPOSES AUTHORIZED BY

NFC. DISCLOSURE, DUPLICATION, MODIFICATION, OR OTHER USE OF THIS

DOCUMENT IS NOT PERMITTED WITHOUT THE PRIOR WRITTEN PERMISSION OF NFC.

REVIEW

PLANS/

ORDER

SPRAYLOCK

GRADE /

PREPARE

SITE PER

PLANS

INSTALL

VAPOR

BARRIER

SET FORMS

AND

INSTALL

WW MESH

POUR

CONCRETE

PER

PLANS

SAWCUT

CONTRACTION

JOINTS

WITHIN

24 HRS OF

POUR

APPLY

SPRAYLOCK

WITHIN

24 HRS OF

POUR

INSTALL

COMPACTED

GRAVEL BASE

PER

PLANS

38'-0" WIDE

CONCRETE SLAB

PER PLANS

73'-0" LONG

CONCRETE SLAB

PER PLANS

SCOPE:

PROVIDE CONCRETE SLAB FOR USE WITH OUTDOOR FITNESS FLOORING AND EQUIPMENT. THIS

CONCRETE SLAB WILL HAVE SPECIALTY FLOORING INSTALLED ON IT SO COMPLIANCE TO THE PROJECT PLANS AND SPECIFICATIONS ARE CRITICAL TO AVOID REWORK OR REPAIR PRIOR TO INSTALLATION OF THE FITNESS COURT (BY OTHERS). INSTALL CONCRETE PER THESE SPECIFICATIONS TO ENSURE

COMPLIANCE WITH SPECIALTY FLOORING & ADHESIVE MANUFACTURER'S REQUIREMENTS.

SEQUENCE OF CONSTRUCTION:

1. REVIEW ALL DRAWINGS INCLUDING ALL NOTES TO BECOME FAMILIAR WITH SEQUENCE AND DETAILS.

2. DURING INSTALLATION SEQUENCE, REFER TO AND COMPLY WITH APPLICABLE NOTES.

3. PREPARE AREA BELOW SLAB WITH WITH COMPACTED SOIL AND GRAVEL PER PLANS.

4. BUILD FORMS FOR OUTER PERIMETER OF THE SLAB WITH DIMENSIONS PER SLAB PLAN AND SELECTED

WIDTH OF OUTER BAND AROUND FITNESS COURT AREA.

5. INSTALL REINFORCEMENT STEEL, ANCHOR BOLTS & WW MESH PER PLANS.

6. PLACE SPECIFIED CONCRETE PER PLANS (4" MINIMUM).

7. FINISH CONCRETE TO THE SLOPE SPECIFIED FOR DRAINAGE.

8. APPLY SPRAYLOCK PER MANUFACTURER'S SPECIFICATIONS WITHIN 24 HOURS OF CONCRETE POUR.

9. PROVIDE CONTRACTION JOINTS WITHIN 24 HOURS OF CONCRETE POUR.

10. INSTALLATION OF FITNESS WALL, ANCHORS, FITNESS FLOORING, AND ALL EQUIPMENT BY OTHERS.

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DRAWING NAME:

Date: 2/13/25 Drawn By: DH Checked By: DH Engineer of Record:

Wells L. Holmes S.E.

OF

REV.: 9.0

FITNESS COURT

STUDIO

AutoCAD SHX Text

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CONCRETE SLAB MINIMUM

SPECIFICATIONS

SPRAYLOCK

SPECIFICATIONS

SPRAY-LOCK IS DESIGNED TO IMPROVE AND PROTECT THE CONCRETE SLAB THROUGHOUT THE

CONCRETE'S LIFE DECREASING THE PERMEABILITY OF THE CONCRETE.

WATER VAPOR MOVING THROUGH A SLAB IS A PROBLEM FOR MANY ADHESIVES AND FLOORING MATERIALS.

THE USE OF THE SPRAY-LOCK PRODUCT HELPS CONDITION THE CONCRETE IN PREPARATION FOR THE INSTALLATION OF OUTDOOR FLOORING TILES. SPRAY-LOCK IS USED TO HELP MANAGE WATER IN CONCRETE

SLABS WHICH CAN HELP MINIMIZE THE RISK OF FLOOR SYSTEM FAILURES.

SPRAYLOCK IS APPLIED TO THE SURFACE OF THE CONCRETE SHORTLY AFTER FINISHING OPERATIONS ARE COMPLETED. WHEN USED AT TIME OF PLACEMENT, SPRAY-LOCK CONCRETE PROTECTION (SCP) PRODUCTS REDUCE WATER VAPOR TRANSMISSION TO THE POINT WHERE THE PERFORMANCE OF MOISTURE-SENSITIVE FLOORING, ADHESIVES, AND COATINGS ARE NOT AFFECTED AFTER FOURTEEN (14) DAYS POST-TREATMENT.

FOR ADDITIONAL INFORMATION CONTACT YOUR NFC PROJECT MANAGER.

SPRAYLOCK CAN BE PURCHASED BY CONTACTING THE NFC PRODUCT REPRESENTATIVE AT:

NATIONAL FITNESS CAMPAIGN

SPRAYLOCK@NFCHQ.COM

NOTE: ONLY SPRAY-LOCK P3 INDUSTRIAL IS APPROVED FOR THIS APPLICATION. NO EQUAL.

SPRAY-LOCK CONCRETE PROTECTION (SPC) PRODUCTS SHOULD BE KEPT FROM FREEZING DURING STORAGE AND SHOULD NOT BE APPLIED TO CONCRETE WITH TEMPERATURES LESS THAN 40° F (4.4° C).

NOTES:

CONCRETE:

1. PROVIDE 4" TO 6" OF CRUSHER RUN GRAVEL AS SHOWN IN SECTION DETAIL.

2. SOIL TO BE COMPACTED TO MEET THE REQUIREMENTS OF 95% MODIFIED PROCTOR.

3. SLAB DESIGN BASED ON SOIL CLASS D - 1500 PSF CAPACITY.

4. ALL SLAB CONCRETE TO BE 4,000 PSI AT 28 DAYS (CONCRETE STRENGTH REQUIREMENT). A HIGH

EARLY MIX MAY BE UTILIZED ONLY IF THE MIX DESIGN IS APPROVED BY THE ENGINEER.

5. CEMENT SHALL CONFORM TO ASTM C 150, TYPE II.

6. FINE AGGREGATE SHALL CONFORM TO ASTM C 33.

7. COARSE AGGREGATE SHALL BE GRAVEL OR CRUSHED STONE CONFORMING TO ASTM C 33. COARSE

AGGREGATE FOR FLOOR SLAB SHALL NOT EXCEED 3/4" AT ITS MAXIMUM WIDTH.

8. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIES, ORGANIC

MATERIALS OR DELETERIOUS SUBSTANCES.

9. AIR ENTERTAINING ADMIXTURE SHALL CONFORM TO ASTM C 260.

10. CALCIUM CHLORIDE ADMIXTURES, THIOCYANATE ADMIXTURES OR ANY ADMIXTURES CONTAINING

MORE THAN 0.5% CHLORIDE IONS ARE NOT PERMITTED.

11. REINFORCING STEEL AND CONCRETE TO BE PLACED IN ACCORDANCE WITH ACI 318 LATEST EDITION.

12. THE ALLOWABLE CONCRETE SLUMP SHALL BE 5" MAX UNLESS SUPERPLASTICIZERS ARE USED. THE

ENGINEER SHALL APPROVE SUPERPLASTICIZER USE.

13. CONCRETE SHALL CONFORM TO THE FOLLOWING REQUIREMENTS

A. COMPRESSIVE STRENGTH AT AGE 28-DAYS: 4000 PSI

B. LARGE AGGREGATE: HARDROCK, 3/4" MAXIMUM SIZE CONFORMING TO ASTM C-53

C. CEMENT: ASTM C-150, TYPE II PORTLAND CEMENT

D. MAXIMUM WATER CEMENT RATIO: 0.5

E. NO ADMIXTURES EXCEPT FOR ENTRAINED AIR, AND AS APPROVED BY THE ENGINEER

14. AS REQUIRED BY OWNER, SLUMP TEST SHALL BE MADE IN ACCORDANCE WITH ASTM C 143.

15. NO CONCRETE SHALL BE PLACED WHEN THE ATMOSPHERIC TEMPERATURE IS BELOW 40° F WITHOUT

PERMISSION OF THE ENGINEER.

16. AVOID HOT WEATHER CONCRETE PLACEMENT. CONCRETE PROVIDER TO PROVIDE HOT

WEATHER CONCRETE PLACEMENT PLAN FOR CONCRETE PLACED IN TEMPERATURE IN EXCESS

OF 90 DEGREES.

17. THE ENGINEER OR THE OWNER MAY ACCEPT OR REJECT ANY WORK THAT DOES NOT MEET

THE REQUIREMENTS OF THESE NOTES OR THE PROJECT DRAWINGS.

18. IF REQUIRED BY OWNER, CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TESTING THE

SLUMP, AIR CONTENT, AND CONCRETE CYLINDERS (BY A THIRD PARTY).

19. IF REQUIRED BY THE OWNER, COMPRESSIVE STRENGTH OF THE CONCRETE CYLINDERS SHALL BE TESTED AT 3 DAYS, 7 DAYS, AND 28 DAYS. APPROPRIATE NUMBER OF CYLINDERS SHALL BE

COLLECTED TO PERFORM THE TESTING. CYLINDERS SHALL BE TESTED IN ACCORDANCE WITH

ASTM C 39.

20. PROVIDE 1/2" SAWCUT CONTRACTION JOINTS PER PLANS AT 15' MAXIMUM SPACING. SAWCUT

JOINTS TO BE MADE AS SOON AS THE CONCRETE HAS CURED SUFFICIENTLY TO ALLOW THE

WORK WITHOUT DAMAGING THE CONCRETE.

21. CONFIRM ANCHOR PLACEMENT PRIOR TO CUTTING JOINTS. ENSURE 3" CLEARANCE BETWEEN

ANCHOR CENTERS AND JOINT AND CUT JOINTS AS SHOWN ON PLAN VIEW.

REINFORCEMENT:

1. SLAB REINFORCING TO BE INSTALLED AT MID-DEPTH OF THE SLAB AND SHALL EXTEND

THROUGH ENTIRE SLAB. UTILIZE SUFFICIENT NUMBER OF CHAIRS TO MAINTAIN

REINFORCEMENT POSITION.

2. INSTALL ADDITIONAL / UPGRADED REINFORCEMENT AS REQUIRED BY LOCAL CODE.

COORDINATE REBAR LOCATIONS TO AVOID ANCHORS.

3. PROVIDE VAPOR BARRIER BELOW THE SLAB. (10 MIL. MIN. W/ MIN. 12" OVERLAP AT VAPOR

BARRIER JOINTS)

PROPERTY OF NATIONAL FITNESS CAMPAIGN ©

THIS DOCUMENT IS PROPERTY OF NFC (THE NATIONAL FITNESS CAMPAIGN). THIS

DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION AND MAY

ONLY BE USED BY PERMISSION FROM NFC AND FOR THE PURPOSES AUTHORIZED BY

NFC. DISCLOSURE, DUPLICATION, MODIFICATION, OR OTHER USE OF THIS

DOCUMENT IS NOT PERMITTED WITHOUT THE PRIOR WRITTEN PERMISSION OF NFC.

(FOR FLAT TOP SLAB / TILE FLOOR INSTALLATION)

CONCRETE FINISHING NOTES:

1. THE FINISHED CONCRETE SURFACE SHALL BE SLOPED AWAY FROM THE WALL. THE SURFACE

SLOPE SHALL BE 1/8" PER 12"

2. THE FINISHED CONCRETE SURFACE SHALL BE SMOOTH TO PREVENT IRREGULARITIES,

ROUGHNESS, OR OTHER DEFECTS THAT WOULD AFFECT THE FINISHED FLOOR SURFACE. THE

SURFACE SHALL BE FLAT TO THE EQUIVALENT OF 1/8" OVER 10'.

3. THE FINISHED CONCRETE SURFACE SHALL HAVE A LIGHT BROOM FINISH TO PROVIDE THE BEST

SURFACE FOR COURT SURFACE ADHESION. THIS IS CRITICAL.

4. IMPORTANT: FLOORING INSTALLATIONS REQUIRE A 28 DAY CURE TIME AFTER CONCRETE

PLACEMENT.

5. SPRAYLOCK P3 INDUSTRIAL CONCRETE SEALER IS REQUIRED (NO EQUAL). THE SPRAYLOCK

PRODUCT WILL ALLOW FLOORING INSTALLATION AS SOON AS 14 DAYS AFTER CONCRETE

PLACEMENT AND SPRAYLOCK APPLICATION. APPLY SPRAYLOCK PRODUCT THE DAY OF THE

CONCRETE PLACEMENT PER MANUFACTURER'S INSTRUCTIONS.

ANCHOR NOTES: (INSTALLATION OF FLOOR ANCHORS BY OTHERS)

GENERAL:

1. SITE PREPARATION REQUIREMENTS AND CONCRETE SLAB DESIGN SHALL BE REVIEWED BY

LOCAL CIVIL OR SOILS ENGINEER TO CONFIRM SUITABILITY BASED UPON SITE SPECIFIC NEEDS

AND CONDITIONS. THIS DESIGN REPRESENTS THE MINIMUM STANDARD OF NFC.

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DRAWING NAME:

Date: 2/13/25 Drawn By: DH Checked By: DH Engineer of Record:

Wells L. Holmes S.E.

OF

REV.: 9.0

NFC STANDARD

SPECIFICATIONS

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STANDARD CONSTRUCTION DETAILS

4 CONCRETE SURFACE FINISH

1 CONTRACTION JOINT 2 CONSTRUCTION/COLD JOINT 3 ISOLATION/EXPANSION JOINT

JOINTS MAY BE CUT OR SCORED (TOOLED). MAX 1/4" RADIUS WHEN

CONTRACTION JOINT IS TOOLED INSTEAD OF SAW CUT. SAW CUT

JOINTS ARE PREFERRED.

CUT CONCRETE AS SOON AS ABLE TO WALK ON CONCRETE - WITHIN 24

HOURS OF POUR.

* SAWCUT DEPTH SHOULD NOT EXCEED 25% OF SLAB DEPTH

DO NOT USE SMOOTH ROUND BAR. USE DEFORMED TIE

BAR EMBEDDED INTO BOTH SLABS.

AVOID CONSTRUCTION JOINTS WHEN POSSIBLE.

WHEN USED, PLEASE FOLLOW THE REQUIREMENTS.

CONCRETE SUBSTRATE SHOULD NOT BE SMOOTH AND REFLECTIVE; IT

MUST HAVE A CONCRETE SURFACE PROFILE OF CSP 1-3 (SIMILAR TO A

LIGHT / FINE BROOMED FINISH).

DO AVOID

LIGHT BROOM FINISH MEDIUM TO HEAVY

BROOM FINISH

PROPERTY OF NATIONAL FITNESS CAMPAIGN ©

THIS DOCUMENT IS PROPERTY OF NFC (THE NATIONAL FITNESS CAMPAIGN). THIS

DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION AND MAY

ONLY BE USED BY PERMISSION FROM NFC AND FOR THE PURPOSES AUTHORIZED BY

NFC. DISCLOSURE, DUPLICATION, MODIFICATION, OR OTHER USE OF THIS

DOCUMENT IS NOT PERMITTED WITHOUT THE PRIOR WRITTEN PERMISSION OF NFC.

SAWCUT CONTRACTION JOINTS PREFERRED.

1" *

4"

1/8" - 3/8" TYP.

CONFIRM THAT FINISH

SURFACES ARE LEVEL AND

SMOOTH TO AVOID TRIPPING

HAZARD. GRIND SMOOTH IF

REQUIRED.

TOOLED EDGE OR

ADD FILLET TO

FORM

#4 BAR

(36" MIN. LENGTH AT

12" O.C.)

18"

2"

4"

18"

2"

NFC RECOMMENDS NOT USING ANY ISOLATION JOINTS

ANYWHERE IN THE CONCRETE SLAB.

DO NOT USE ISOLATION JOINTS UNDER FITNESS WALL

OR TILE WITHOUT WRITTEN APPROVAL OF NFC.

WHEN APPROVED:

USE SMOOTH DOWEL JOINT ON ONE END OR SIMILAR TO ALLOW

FOR EXPANSION AND PROTECT FROM DIFFERENTIAL

SETTLEMENT.

THE EXPANSION AND CONTRACTION OF THE CONCRETE WILL CAUSE

THE TILE ADHESIVE TO FAIL OR THE TILE TO BUCKLE OR SPLIT.

NFC REQUIRES A COORDINATE EFFORT TO DESIGN EXPANSION

JOINTS INTO THE CONCRETE SLAB TO AVOID FAILURE OF THE TILE

OR OTHER STRUCTURAL ELEMENTS. CONTACT YOUR NFC PM TO

COORDINATE DESIGN.

4"

1" MAX.

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DRAWING NAME:

Date: 2/13/25 Drawn By: DH Checked By: DH Engineer of Record:

Wells L. Holmes S.E.

OF

REV.: 9.0

STANDARD

DETAILS

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SHT 3

A

1% SLOPE

PERPENDICULAR

TO FACE OF WALL

FI

TN

ES

S

W

AL

L

- S

EE

N

O

TE

S

33'-0"

TILE FLOOR (BY OTHERS)

STUDIO FLOOR SIDE 2'-21

2"2'-21

2"

2' -0

'-0

TI

LE

F

LO

O R

(B Y

O

TH

ER

S)

2' -0

73'-0"

MINIMUM CONCRETE SLAB LENGTH

'-0

M

IN

IM

U M

C O

N C

R

ET

E

SL

AB

W

ID

TH

33'-0"

TILE FLOOR (BY OTHERS)

EQUIPMENT SIDE

14'-7 3 16"

CONTRACTION JOINT

SPACING 14'-7 3

16" 14'-7 3 16" 14'-7 3

16" 14'-7 3 16"

'-8

'-8

'-8

C

O N

TR

AC

TI

O

N J

O

IN

T

SP

AC

IN

G

CONCRETE SLAB PLAN

(FOR FLAT TOP SLAB / TILE FLOOR INSTALLATION)

PROPERTY OF NATIONAL FITNESS CAMPAIGN ©

THIS DOCUMENT IS PROPERTY OF NFC (THE NATIONAL FITNESS CAMPAIGN). THIS

DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION AND MAY

ONLY BE USED BY PERMISSION FROM NFC AND FOR THE PURPOSES AUTHORIZED BY

NFC. DISCLOSURE, DUPLICATION, MODIFICATION, OR OTHER USE OF THIS

DOCUMENT IS NOT PERMITTED WITHOUT THE PRIOR WRITTEN PERMISSION OF NFC.

FITNESS COURT SPECIALTY TILE

EXERCISE FLOOR AREA (BY OTHERS).

CONCRETE FINISH FOR SPECIALTY FLOORING:

THE FINISHED CONCRETE SURFACE SHOULD BE A LIGHT

BROOM FINISH AND SHOULD PREVENT IRREGULARITIES,

ROUGHNESS, OR OTHER DEFECTS THAT WOULD AFFECT

THE FINISHED FLOOR SURFACE. THE SURFACE

SHOULD BE FLAT TO THE EQUIVALENT OF 1/8"

OVER 10'. THE FINISHED CONCRETE SURFACE

SHOULD HAVE A LIGHT BROOM FINISH TO

PROVIDE THE BEST SURFACE FOR COURT

SURFACE ADHESION.

NOTES:

1. FITNESS WALL (BY OTHERS) (2'-7" WIDE).

2. CONTRACTOR TO VERIFY WALL LOCATION

TO ENSURE CORRECT ORIENTATION OF

THE SLOPE OF THE SLAB AND THE

LOCATION OF REBAR REINFORCEMENT

UNDER THE WALL.

3. THE FITNESS WALL IS INSTALLED LEVEL.

ANY ADDITIONAL SLOPE IN THE CONCRETE

PAD PARALLEL TO THE WALL WILL LEAD TO

A GAP BETWEEN THE BOTTOM OF THE

WALL AND THE TOP OF THE CONCRETE.

4. THERE SHALL BE NO COLD JOINTS OR

ISOLATION JOINTS WITHIN THE 10' AREA IN

FRONT OF THE WALL. SEE ADDITIONAL

REQUIREMENTS IF SHADE STRUCTURE IS

INCLUDED.

12" BORDER RAMP TILE (BY OTHERS)

2'-7"

4"

SLOPE ENTIRE SLAB FROM FROM EDGE TO EDGE

PERPENDICULAR TO FACE OF WALL- 1%

WALL BY

OTHERS

SECTION A - A

(ROTATED)

POB (POINT OF

BEGINNING)

10'-0"

SEE NOTE 4

37'-91

2" SLOPE FROM BACK OF WALL TO

EDGE OF EQUIPMENT SIDE SLAB

35'-21

2" SLOPE FROM BACK OF WALL TO

EDGE OF STUDIO SIDE SLAB

2'-7"

DEPTH

OF WALL

CONSTRUCTION JOINT ALLOWED

BEHIND WALL IF NEEDED PER

DETAIL 2 ON SHT. 3.

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DRAWING NAME:

Date: 2/13/25 Drawn By: DH Checked By: DH Engineer of Record:

Wells L. Holmes S.E.

OF

REV.: 9.0

FITNESS COURT

STUDIO LAYOUT

AutoCAD SHX Text 37'-9 "12"

AutoCAD SHX Text 35'-2 "12"

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1. 1" FITNESS TILE (BY OTHERS)

2. TILE ADHESIVE (BY OTHERS)

3. SPRAYLOCK APPLICATION

4. 4" MIN CONCRETE SLAB

5. NOT USED

6. WELDED WIRE MESH REINFORCEMENT

6x6 W2.9/W2.9

7. VAPOR BARRIER (10 MIL. MIN.)

-REF. ACI302-1R.15

8. 4" TO 6" GRAVEL

9. COMPACTED SOIL

NOTE: WALL

NOT SHOWN

FOR CLARITY.

REINFORCEMENT / PREP DETAIL

(FOR FLAT TOP SLAB / TILE FLOOR INSTALLATION)

PROPERTY OF NATIONAL FITNESS CAMPAIGN ©

THIS DOCUMENT IS PROPERTY OF NFC (THE NATIONAL FITNESS CAMPAIGN). THIS

DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION AND MAY

ONLY BE USED BY PERMISSION FROM NFC AND FOR THE PURPOSES AUTHORIZED BY

NFC. DISCLOSURE, DUPLICATION, MODIFICATION, OR OTHER USE OF THIS

DOCUMENT IS NOT PERMITTED WITHOUT THE PRIOR WRITTEN PERMISSION OF NFC.

38'-0" NOM

2" MIN SPACING BETWEEN

REINFORCEMENT

AND EDGE OF CONCRETE (ALL SIDES)

REINFORCING TO BE PLACED AT MID-DEPTH OF THE SLAB AND SHALL

EXTEND THROUGH ENTIRE SLAB UNLESS NOTED OTHERWISE. UTILIZE

SUFFICIENT NUMBER OF CHAIRS TO MAINTAIN REINFORCEMENT POSITION.

INSTALL ADDITIONAL REINFORCEMENT AS REQUIRED BY LOCAL CODE.

TYP. SECTION DETAIL

2" MIN.

OUTLINE OF WALL

(BY OTHERS)

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DRAWING NAME:

Date: 2/13/25 Drawn By: DH Checked By: DH Engineer of Record:

Wells L. Holmes S.E.

OF

REV.: 9.0

REINFORCEMENT

LAYOUT

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ANCHOR DETAILS FOR TILE

APPLIES TO THE TILE INSTALLATION ONLY.

REQUEST ALTERNATE DRAWING FOR POUR-IN-PLACE.

(ALSO SEE ANCHOR NOTES ON SLAB NOTES DRAWING)

PROPERTY OF NATIONAL FITNESS CAMPAIGN ©

THIS DOCUMENT IS PROPERTY OF NFC (THE NATIONAL FITNESS CAMPAIGN). THIS

DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION AND MAY

ONLY BE USED BY PERMISSION FROM NFC AND FOR THE PURPOSES AUTHORIZED BY

NFC. DISCLOSURE, DUPLICATION, MODIFICATION, OR OTHER USE OF THIS

DOCUMENT IS NOT PERMITTED WITHOUT THE PRIOR WRITTEN PERMISSION OF NFC.

NOTE: ANCHORS INSTALLED BY OTHERS

SEE NFC FITNESS COURT INSTALLATION

MANUAL FOR ADDITIONAL ANCHOR

SPECIFICATIONS AS NEEDED

ANCHOR HOLE INSTRUCTIONS FOR MECHANICAL ANCHOR

1. DRILL HOLES FOR ANCHORS TO SPECIFIED

DIAMETER AND DEPTH.

2. USE COMPRESSED AIR TO REMOVE CONCRETE

DUST AND DEBRIS FROM HOLES PRIOR TO ANCHOR

INSTALLATION.

3. REFER TO FITNESS COURT INSTALLATION

INSTRUCTIONS FOR ADDITIONAL ANCHOR

INSTALLATION STEPS.

ANCHOR A EPOXY NOTE:

ANCHOR A MUST BE INSTALLED WITH THE ANCHOR

EPOXY SPECIFIED OR ACCEPTABLE ALTERNATIVE.

FOLLOW EPOXY MANUFACTURER'S INSTALLATION

PROCEDURES.

2 3/4"

1-1/4"

MIN

1-5/8"

MAX

±12"

TOP OF

CONCRETE

WALL

FRAME BY

OTHERS

SEE BELOW FOR

INSTALLATION

INSTRUCTIONS

5/8" HEAVY HEX NUT,

HDG STEEL - QTY:2

1/4" THICK x 2" ROUND

OR SQ PLATE WASHER,

HDG STEEL - QTY:2

Ø5/8" x 12" LONG ALL THREADED

ROD - ASTM A307 GR. A.

INSTALL WITH SIMPSON AT-3G

ANCHOR EPOXY, SIMPSON

SET-3G , OR HILTI HIT-HY 200 V3

OR APPROVED EQUAL.

ANCHOR DESIGN BASED ON

MINIMUM 6" EDGE DISTANCE

ANCHOR A - WALL ANCHOR

INSTALL ANCHOR IN

3/4" DRILLED HOLE.

DRILL AND PREPARE

HOLE PER MFR

RECOMMENDATIONS

1" TILE

1-5/8"

MIN

STEEL EQUIPMENT

BASE PLATE

3/8" FLAT WASHER

(18-8 SS) ON TOP OF

EQUIPMENT PLATE

REDHEAD MULTI-SET II RL-38

S.S. DROP IN ANCHOR INSERT

AND SET ANCHOR PER MFR

RECOMMENDATIONS OR

APPROVED EQUAL

BOTT, SURFACE OF

TILE FLOOR AND TOP

OF CONCRETE

INSTALL ANCHOR IN Ø1/2"

DRILLED HOLE. DRILL AND

PREPARE HOLE PER MFR

RECOMMENDATIONS

CONC. SLAB PER

SHEET 4 & 5

ANCHOR B

DROP-IN ANCHOR

3/8" LOCK WASHER

(18-8-SS) ON TOP OF

FLAT WASHER

1"

TILE

1-3/4"

MIN

5"

MIN

STEEL EQUIPMENT

BASE PLATE

3/8" FLAT WASHER

(18-8 SS) ON TOP OF

EQUIPMENT PLATE

BOTT, SURFACE OF

TILE FLOOR AND TOP

ON CONCRETE

CONC. SLAB PER

SHEET 4 & 5

INSTALL ANCHOR IN Ø3/8"

DRILLED HOLE. DRILL AND

PREPARE HOLE PER MFR

RECOMMENDATIONS

REDHEAD TRUBOLT WEDGE

ANCHOR, PART #: WW-3850.

INSERT AND SET ANCHOR PER

MFR RECOMMENDATIONS OR

APPROVED EQUAL

ANCHOR C

WEDGE ANCHOR

MIN 2-1/2"

HOLE DEPTH

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DRAWING NAME:

Date: 2/13/25 Drawn By: DH Checked By: DH Engineer of Record:

Wells L. Holmes S.E.

OF

REV.: 9.0

ANCHOR

DETAILS

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PLYO BOX 5 AND 6

2 ANCHORS PER BOX IN

OPPOSITE CORNERS UPPER LEFT

AND LOWER RIGHT PER CENTER

MARKS.

PLYO BOX 1 AND 2

4 ANCHORS PER BOX IN OUTSIDE

CORNERS PER CENTER MARKS.

PLYO BOX 3 AND 4

6 ANCHORS PER BOX IN ALL

TEMPLATE HOLES PER CENTER

MARKS.

IMPORTANT NOTE:

DIMENSIONS APPLY TO CUSHION FLOORS

ONLY. FOR TILE FLOORS, PUSH STATION

ANCHORS ARE TO BE LOCATED AFTER

WALL PLACEMENT AND PUSH STATIONS

ARE IN FINAL LOCATION.

'-6

/2

'-6

/2

'-1

1/

4"

'-1

1/

4"

'-6

/4

'-8

'-9

/4

'-2

/2

'-7

"3 1/

4"

4'-1/8"

9'-8 3/4"

17'-3/4"

24'-4 3/4"

13'-4"

20'-8"

25'-7 1/4" 25'-9 1/4"

17'-4 1/2"

7' -8

/2

9'-4 1/2"

25'-4 1/2" 8'

-8

/2

4'-6 9/16"

3' -5

5/

'-3

/1

6"

2'-2" UP

FROM POB

5" UP

FROM POB

PROPERTY OF NATIONAL FITNESS CAMPAIGN ©

THIS DOCUMENT IS PROPERTY OF NFC (THE NATIONAL FITNESS CAMPAIGN). THIS

DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION AND MAY

ONLY BE USED BY PERMISSION FROM NFC AND FOR THE PURPOSES AUTHORIZED BY

NFC. DISCLOSURE, DUPLICATION, MODIFICATION, OR OTHER USE OF THIS

DOCUMENT IS NOT PERMITTED WITHOUT THE PRIOR WRITTEN PERMISSION OF NFC.

** THESE DIMENSIONS MEASURED TO THE RIGHT FROM POB **

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(A W

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ANCHOR LOCATIONS

NOTE: ANCHORS INSTALLED BY OTHERS

IMPORTANT NOTE:

ALL DIMENSIONS ORIGINATE FROM

UPPER LEFT CORNER OF FITNESS

COURT AREA POB (POINT OF

BEGINNING).

LOCATION OF UPPER LEFT

ANCHORS SHOWN FOR EACH

PIECE OF EQUIPMENT. LOCATE

UPPER LEFT HOLE AND USE

TEMPLATES TO LOCATE REMAINING

HOLES.

WALL ANCHORS

(ANCHOR A)

COUPLING ANCHORS

(ANCHOR B)

ANCHOR C TO BE INSTALLED

IN ALL LOCATIONS UNLESS

NOTED OTHERWISE.

12' ADA BORDER TILE

COUPLING ANCHORS

(ANCHOR B)

2 CUTS EACH WAY

CONTRACTION CUTS (SAWCUTS) IN LOCATIONS

TO AVOID ANCHOR PLACEMENT.

SEE LAYOUT PLAN FOR RECOMMENDED DIMENSIONS

SHEET #:

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DRAWING NAME:

Date: 2/13/25 Drawn By: DH Checked By: DH Engineer of Record:

Wells L. Holmes S.E.

OF

REV.: 9.0

ANCHOR

LOCATIONS

AutoCAD SHX Text

DO's & DON'Ts

CONTRACTION JOINT LOCATIONS

PLASTIC SHRINKING CRACKING

WHEN APPROVED, DO NOT LET EXPANSION JOINTS RUN UNDER

EQUIPMENT OR THE FITNESS WALL.

NO CRAZING

DO NOT USE OLD TENNIS COURTS FOR A FITNESS COURT FOUNDATION.

COORDINATE AND CONSULT WITH YOUR NFC PROJECT MANAGER TO

VALIDATE ANY EXISTING CONCRETE SLABS FOR USE UNDER A FITNESS

COURT.

AVOID PUTTING CONTRACTION JOINTS IN SLAB WITHOUT NFC APPROVAL.

NEVER PLACE TILE ACROSS EXPANSION JOINTS.

CRAZING IS MOST OFTEN CAUSED BY A HIGHER WATER TO CEMENT RATIO

AT THE SURFACE OF THE CONCRETE AS A RESULT OF OVER-TROWELING,

SPRINKLING WATER ON THE SURFACE OF THE CONCRETE DURING

FINISHING OPERATIONS, OR FINISHING CONCRETE WHILE BLEED WATER IS

STILL PRESENT.

AVOID PLACING CONCRETE DURING ADVERSE WEATHER CONDITIONS

THAT WILL LEAD TO PLASTIC SHRINKAGE CRACKS. PLASTIC SHRINKAGE

CRACKS CAN OCCUR WHEN WEATHER CONDITIONS CAUSE RAPID

EVAPORATION OF BLEED WATER BEFORE IT CAN BE REPLACED

NATURALLY BY SUBSURFACE CONCRETE. LOW RELATIVE HUMIDITY, HIGH

WINDS, AND HIGH CONCRETE TEMPERATURE CAN ALL CONTRIBUTE TO

PLASTIC SHRINKAGE CRACKING.

CONTRACTION JOINT PLACEMENT

REUSE OF EXISTING FOUNDATIONS

PROPERTY OF NATIONAL FITNESS CAMPAIGN ©

THIS DOCUMENT IS PROPERTY OF NFC (THE NATIONAL FITNESS CAMPAIGN). THIS

DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION AND MAY

ONLY BE USED BY PERMISSION FROM NFC AND FOR THE PURPOSES AUTHORIZED BY

NFC. DISCLOSURE, DUPLICATION, MODIFICATION, OR OTHER USE OF THIS

DOCUMENT IS NOT PERMITTED WITHOUT THE PRIOR WRITTEN PERMISSION OF NFC.

EXPANSION

JOINT

PLYO

BOX

SHEET #:

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N

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DRAWING NAME:

Date: 2/13/25 Drawn By: DH Checked By: DH Engineer of Record:

Wells L. Holmes S.E.

OF

REV.: 9.0

DOS & DON'TS

AutoCAD SHX Text