2-Mont Harmon MS Slab Replacement - Bid Drawings.pdf

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CARBON SCHOOL DISTRICT

251 WEST 400 NORTH

PRICE, UT 84501

COVER SHEET

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FOR

C I T Y

M A P

V I C I N I T Y

M A P

CONSULTANTS

723 WEST PACIFIC AVENUE, SUITE 101 | SALT LAKE CITY, UT 84104

MONT HARMON SLAB REPLACEMENT

CARBON SCHOOL DISTRICT

BID SET | 27 January 2026

ARCHITECT

NAYLOR WENTWORTH LUND

ARCHITECTS

723 Pacific Avenue Suite 101 Salt Lake City, UT 84104

801.355.5959 | nwlarchitects.com

Principal | Philip Wentworth PM | Erin Youngberg

OWNER

CARBON SCHOOL DISTRICT

251 W 400 N

PRICE, UT 84501

435.637.1732

Business Admin | Darin Lancaster Facilities Manager | Jared Hansen

CIVIL

JONES & DEMILLE

ENGINEERING, INC.

1675 South Highway 10 Price, UT 84501

435.637.8266 | jonesanddemille.com

Principal | Daniel Hawley PM | Cody Peck

DATE REVISION

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BUILDING SECTION

WALL SECTION

DETAIL SECTION

DETAIL CALLOUT

ELEVATION HEAD

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INTERIOR ELEVATION

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Comments

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CL0015' -10" CEILING TAG

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Sheet Index

Number Sheet Name

G001 COVER SHEET

A100 OVERALL FLOOR PLAN

D101 GYM DEMO PLAN

A201 DETAILS

SYMBOLS LEGEND

A101 FINISH FLOOR PLAN

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1. FABRICATION, ERECTION, AND MATERIALS SHALL CONFORM WITH THE AISC

SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL

STEEL FOR BUILDINGS AND THE CURRENT EDITION OF THE IBC.

2. STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE FOLLOWING;

A. PLATES & BARS & MISCELLANEOUS SHAPES: ASTM A36

4. WELDING DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH "AWS"

STANDARDS: USE ONLY CERTIFIED WELDERS.

5. BUTT WELDS: COMPLETE PENETRATION, GRIND SMOOTH.

6. ERECT ALL STRUCTURAL STEEL PLUMB AND TRUE TO LINE.

7. INSTALL TEMPORARY BRACING AND LEAVE IN PLACE UNTIL OTHER MEANS ARE

PROVIDED TO ADEQUATELY BRACE STRUCTURE.

8. HOLES FOR UNFINISHED BOLTS OR RIVETS: SAME NOMINAL DIAMETER AS BOLT OR

RIVET PLUS 1/16".

9. BOLT LOCATIONS: STANDARD AISC GAUGE AND PITCH FOR UNO.

10. HIGH STRENGTH BOLTS: 3/4" DIAMETER A325-N TYP. UNO. SEE AISC SPECIFICATION

FOR STRUCTURAL JOINT USING ASTM A325 OR A490 BOLTS.

11. BOLTED CONNECTIONS: SNUG-TIGHTENED UNO.

12. SHORING IS NOT REQUIRED FOR COMPOSITE METAL DECKING, BEAMS, OR

GIRDERS UNO.

13. DO NOT PAINT TOPS OF BEAMS & GIRDERS.

STRUCTURAL STEEL

1. ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL

SUBGRADES, FILLS, AND BACK FILLS, ETC.

2. SHORE AND BRACE AS REQUIRED.

3. DE-WATER AS REQUIRED TO REMOVE STANDING WATER FROM

EXCAVATIONS.

4. CLEAN ALL DEBRIS FROM EXCAVATIONS.

5. NOTIFY ENGINEER 48 HOURS IN ADVANCE OF PLACING CONCRETE.

6. SCARIFY SOILS IN BOTTOM OF EXCAVATIONS 6", MOISTURE CONDITION

TO WITHIN 2% OF OPTIMUM MOISTURE, AND COMPACT TO 95% OF

MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 PRIOR TO

PLACEMENT OF STRUCTURAL FILL.

7. EXTEND STRUCTURAL FILL LATERALLY A DISTANCE EQUAL TO 1/2 THE

STRUCTURAL FILL DEPTH BEYOND EDGE OF FOOTING ON EACH SIDE.

8. IMPORTED STRUCTURAL FILL USED FOR SUPPORT OF FOUNDATIONS AND

FLOOR SLABS:

A. WELL-GRADED

B. NON-EXPANSIVE

C. FREE OF ORGANICS AND ALL DELETERIOUS MATERIALS

D. PERCENT PASSING NO. 200 SIEVE: 30% MAX

E. LIQUID LIMIT: 30 OR LESS

F. PLASTICITY INDEX: 10 OR LESS

9. COMPACT STRUCTURAL FILL BENEATH FOOTINGS TO 95% OF MAXIMUM

DRY DENSITY DETERMINED BY ASTM D1557.

10. PLACE STRUCTURAL FILL IN MAXIMUM EIGHT-INCH THICK LOOSE LIFTS

TO ACHIEVE ADEQUATE COMPACTION.

EARTHWORK

1. NOTES AND TYPICAL DETAILS SHALL APPLY UNLESS OTHERWISE SHOWN OR NOTED

ON PLANS.

2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE

AS SHOWN FOR SIMILAR CONDITION.

3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES ETC.

ON THE JOB.

5. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER WHERE CONFLICT

OCCURS ON ANY OF THE CONTRACT DRAWINGS OR DOCUMENTS. CONTRACTOR IS

NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE STRUCTURE THAT

IS IN CONFLICT UNTIL CONFLICT IS RESOLVED WITH AFFECTED PARTIES.

6. IF CONTRACTOR'S WORK IS NOT CONSTRUCTED ACCORDING TO APPROVED

CONSTRUCTION DOCUMENTS (INCLUDING STAMPED WRITTEN COMMUNICATIONS),

CONTRACTOR SHALL EITHER:

A. REMOVE THE NON-CONFORMING WORK AND RECONSTRUCT THE WORK

ACCORDING TO DRAWINGS, AT CONTRACTOR'S OWN EXPENSE.

B. PAY FOR AND PROVIDE AN EVALUATION AND LETTER FROM THE ENGINEER

STATING THAT THE NON-CONFORMING WORK MEETS APPLICABLE BUILDING

CODES.

C. PAY FOR AND PROVIDE AN EVALUATION AND LETTER FROM THE ENGINEER

STATING THAT THE NON-CONFORMING WORK DOES NOT MEET APPLICABLE

BUILDING CODES AND DETAILING THE UPGRADES THAT ARE REQUIRED TO BRING

THE NON-COMPLIANT WORK INTO COMPLIANCE.

7. VERBAL COMMUNICATIONS SHALL NOT BE CONSIDERED PART OF THE APPROVED

CONSTRUCTION DOCUMENTS.

GENERAL NOTES

CONCRETE SLAB-ON-GRADE

JOINTS

MAXIMUM CONTROL JOINT SPACING

SLAB THICKNESS, IN.

MAXIMUM JOINT SPACING, FT.

UNREINFORCED REINFORCED

4 8 10

5 10 12

6 12 15

8 16 20

1. PROVIDE CONTROL JOINTS IN ALL REINFORCED AND UNREINFORCED

SLABS-ON-GRADE ACCORDING TO TYPICAL CONCRETE JOINTS DETAIL.

2. WHERE TWO REINFORCED SLABS ABUT, OR WHERE ONE REINFORCED SLAB IS

DIVIDED INTO MULTIPLE PLACEMENTS, PROVIDE PLATE DOWELS AT COLD JOINT

PER TYPICAL CONCRETE JOINTS DETAIL.

3. PROVIDE EXPANSION JOINTS AT BUILDING CORNERS IN BOTH DIRECTIONS IN

SLABS TOUCHING BUILDING.

4. TOOL CONTROL JOINTS INTO FRESH CONCRETE OR SAW CUT CONTROL JOINTS

INTO HARDENED CONCRETE.

5. SAW-CUT JOINTS AS SOON AS POSSIBLE AFTER PLACEMENT, BEFORE

SHRINKAGE CRACKS CAN DEVELOP.

6. CONTROL JOINT MINIMUM DEPTH: ¼ OF SLAB THICKNESS.

7. CONTROL JOINT LAYOUT:

A. PLACE CONTROL JOINTS TO PRODUCE PANELS THAT ARE AS SQUARE AS

POSSIBLE AND NOT EXCEEDING A LENGTH-TO-WIDTH RATIO OF 1.5 TO 1.

B. PLACE CONTROL JOINTS AT ALL ABRUPT CHANGES IN GEOMETRY.

C. AVOID WEDGE-SHAPED PANELS WITH INTERIOR ANGLES LESS THAN 45 DEGREES.

D. AVOID "T" SHAPED JOINTS.

E. AVOID "L" SHAPED PANELS.

F. IF CONTROL JOINT LAYOUT VIOLATES THESE REQUIREMENTS, EVEN IF NO

CRACKING IS VISIBLE, OWNER MAY REJECT WORK.

SPLICE LENGTH (IN.) f'c = 4,000 PSI

LOCATION

REINFORCEMENT SIZE

#11

TOP

OTHER

#10

#9

#8

#7

#6

#5

#4

#3

CONCRETE REINFORCEMENT

LAP SPLICES

1. TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS ARE BASED

ON ACI 318-19, SECTIONS 25.4.2 AND 25.5.2 RESPECTIVELY. TABULATED VALUES

FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND

CONCRETE COVER MEETING MINIMUM CODE REQUIREMENTS.

2. LAP SPLICE LENGTHS SHOWN ARE FOR CLASS B AND CASE 1.

3. TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT THAT HAS MORE THAN

TWELVE INCHES OF FRESH CONCRETE CAST BELOW IT. THIS INCLUDES

HORIZONTAL REINFORCEMENT IN WALLS. ALL VERTICAL BARS ARE CONSIDERED AS

"OTHER".

4. FOR LIGHTWEIGHT CONCRETE AGGREGATE CONCRETE, MULTIPLY TABULATED

VALUES BY 1.3.

5. REINFORCEMENT IS ASSUMED TO BE UNCOATED OR GALVANIZED.

6. FOR BARS WITH COVER OF LESS THAN 1 BAR DIAMETER OR WITH CLEAR SPACING

OF LESS THAN 2 BAR DIAMETERS, MULTIPLY TABULATED VALUES BY 2.0.

1. CONSTRUCT CONCRETE ACCORDING TO ACI 318 (LATEST VERSION).

2. DETAIL, FABRICATE, AND INSTALL REINFORCING STEEL ACCORDING TO

"MANUAL OF STANDARD PRACTICE OF REINFORCED CONCRETE

CONSTRUCTION" BY CONCRETE REINFORCING STEEL INSTITUTE

(CRSI).

3. GENERAL

A. DO NOT PLACE PIPES OR DUCTS IN CONCRETE SLABS OR WALLS

UNLESS SPECIFICALLY DETAILED.

B. REFER TO ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL AND

MECHANICAL DRAWINGS FOR ALL MOLDS, GROOVES, ORNAMENTS,

CLIPS AND GROUNDS TO BE CAST IN CONCRETE.

C. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO FACE

OF MAIN BARS AND DENOTE CLEAR COVERAGE.

4. SUBMIT CONCRETE PLACEMENT PLAN TO ENGINEER 48 HOURS PRIOR

TO EACH CONCRETE PLACEMENT.

5. CONCRETE MIX DESIGN: PREPARED BY INDEPENDENT LABORATORY

AND APPROVED BY ENGINEER OF RECORD.

6. CONCRETE

A. STRUCTURAL CONCRETE

a. MINIMUM COMPRESSIVE STRENGTH: 4,000 PSI.

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

c. MAXIMUM WATER-CEMENT RATIO: 0.45.

7. CONCRETE EXPOSED TO EXTERIOR CONDITIONS: AIR ENTRAINED TO

5%-7% AIR CONTENT.

8. CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES

CONFORMING TO ASTM C-33 (3/4" MAX).

9. REINFORCING FIBERS:

A.NOT REQUIRED UNLESS INDICATED ON DRAWINGS.

C. MACRO-SYNTHETIC FIBERS CONFORMING TO ASTM C1116.

D. DOSAGE RATE: 4 POUNDS PER CUBIC YARD.

10. REINFORCING STEEL: ASTM A615 GRADE 60 UNO.

11. WIRE FABRIC: ASTM A-185.

12. WELDING OF REINFORCING STEEL: CONFORM TO AWS D1.4 USING

PROPER LOW HYDROGEN ELECTRODES. DO NOT TACK WELD TO

REBAR. SEE REBAR WELDING NOTE.

13. CONCRETE CLEAR COVERAGE, UNO:

A. CONCRETE PLACED AGAINST FORMS (INCLUDING CONCRETE TO BE

BACKFILLED): 2"

B. CONCRETE PLACED AGAINST GROUND: 3"

C. SLABS (ON GROUND): CENTER BAR IN SLAB.

14. PROVIDE CLASS B LAP SPLICE UNO. SEE TABLE "ACI TENSION LAP

SPLICE LENGTHS".

15. LAP SPLICE WELDED WIRE FABRIC TWO SQUARES MIN. EACH

DIRECTION.

16. CONSTRUCT CONSTRUCTION JOINTS ROUGH, OR ROUGHEN

JOINTS BY CHIPPING ENTIRE SURFACE, SANDBLASTING, OR HOSING

SURFACE 4 TO 6 HOURS AFTER PLACEMENT WITH FINE SPRAY.

REMOVE ALL LAITANCE FROM SURFACE.

17. REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING ANY

CONCRETE.

18. SECURELY POSITION REINFORCING DOWELS, BOLTS, ANCHORS,

SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE BEFORE PLACING

CONCRETE (WET SETTING IS PROHIBITED).

19. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING

CONCRETE.

20. MAXIMUM FREE FALL OF CONCRETE: 5'-0".

21. DO NOT USE WOOD SPREADERS. DO NOT USE WOOD STAKES IN

AREAS TO BE CONCRETED.

22. DRILL THROUGH STEEL COLUMNS AND BEAMS TO PASS

CONTINUOUS REINFORCING (1" DIA. MAX).

23. FOLLOW ACI HOT OR COLD WEATHER PLACEMENT

RECOMMENDATIONS FOR CONCRETE PLACEMENT AND CURING.

24. EXERCISE SPECIFIC CARE DURING PLACEMENT AND CURING OF

CONCRETE SLABS AND EXPOSED CONCRETE FINISHES.

CONCRETE

1. ___ STRUCTURAL STEEL (1705.2.1, AISC 360)

2. ___ COLD-FORMED STEEL DECK (1705.2.2, SDI QA/QC)

3. ___ OPEN-WEB STEEL JOISTS AND JOIST GIRDERS (TABLE 1705.2.3)

4. ___ COLD-FORMED STEEL TRUSSES SPANNING 60 FEET OR GREATER

(1705.2.4)

5. ___ CONCRETE CONSTRUCTION (TABLE 1705.3)

6. ___ WELDING OF REINFORCING BARS (AWS D1.4)

7. ___ MASONRY CONSTRUCTION (TMS 402/ACI 530/ASCE 5 AND TMS 602/ACI

530.1/ASCE 6) PROVIDE LEVEL ___ QUALITY ASSURANCE

8. ___ EMPIRICALLY DESIGNED MASONRY, GLASS UNIT MASONRY AND

MASONRY VENEER IN RISK CATEGORY IV (TMS 401/ACI 530/ASCE 5, LEVEL

B QUALITY ASSURANCE)

9. ___ VERTICAL MASONRY FOUNDATION ELEMENTS (TMS401/ACI 530/ASCE

5 AND TMS 602/ACI 530/ASCE 6)

10. ___ HIGH-LOAD DIAPHRAGMS (1705.5.1)

11. ___ METAL-PLATE-CONNECTED WOOD TRUSSES (1705.5.2)

12. ___ SOILS (TABLE 1705.6)

13. ___ DRIVEN DEEP FOUNDATIONS (TABLE 1705.7)

14. ___ CAST-IN-PLACE DEEP FOUNDATIONS (TABLE 1705.8)

15. ___ HELICAL PILE FOUNDATIONS (1705.9)

16. ___ STRUCTURAL INTEGRITY OF DEEP FOUNDATION ELEMENTS

(1705.10)

17. ___ FABRICATED ITEMS (1705.11)

18. ___ SPECIAL INSPECTIONS FOR WIND RESISTANCE (1705.12)

A. ___ STRUCTURAL WOOD (1705.12.1)

B. ___ COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION (1705.12.2)

C. ___ WIND-RESISTING COMPONENTS (1705.12.3)

19. ___ SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (1705.13)

A. ___ STRUCTURAL STEEL (1705.13.1)

B. ___ SEISMIC FORCE-RESISTING SYSTEMS (1705.13.1.1)

C. ___ STRUCTURAL STEEL ELEMENTS (1705.13.1.2)

D. ___ STRUCTURAL WOOD (1705.13.2)

E. ___ COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION (1705.13.3)

F. ___ DESIGNATED SEISMIC SYSTEMS (1705.13.4)

G.___ ARCHITECTURAL COMPONENTS (1705.13.5)

H. ___ PLUMBING, MECHANICAL AND ELECTRICAL COMPONENTS

(1705.13.6)

I. ___ STORAGE RACKS (1705.13.7)

J. ___ SEISMIC ISOLATION SYSTEMS (1705.13.8)

K. ___ COLD-FORMED STEEL SPECIAL BOLTED MOMENT FRAMES

(1705.13.9)

20. ___ TESTING FOR SEISMIC RESISTANCE (1705.14)

21. ___ SPRAYED FIRE-RESISTANT MATERIALS (1705.15)

22. ___ MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS (1705.16)

23. ___ EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS 1705.17)

24. ___ FIRE-RESISTANT PENETRATIONS AND JOINTS (1705.18)

25. ___ TESTING FOR SMOKE CONTROL (1705.19)

26. ___ SEALING OF MASS TIMBER (1705.20)

27. ___ OTHER INSPECTIONS AS REQUIRED BY THE DESIGN

PROFESSIONAL OR THE BUILDING OFFICIAL (1705.1.1).

STATEMENT OF SPECIAL

INSPECTIONS

G. ANGULAR

H. 3" MAX PARTICLE SIZE

11. FREE DRAINING GRAVEL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS

A. CLEAN, DURABLE, CRUSHED OR NATURAL GRAVEL

B. NON-EXPANSIVE

C. FREE OF FINES, CLAYS, AND ORGANIC MATERIAL

D. NOMINCAL PARTICLE SIZE : 3/8"

E. MAXIMUM PARTICLE SIZE : 1/2"

F. FINES CONTENT : 5% MAX PASSING NO. 200 SIEVE

G. SUB-ANGULAR OR ROUNDED PARTICLES ACCEPTABLE

12. PROTECT VAPOR BARRIER PUNCTURES DURING REPLACEMENT;

REPAIR BEFORE CONCRETE IS POURED

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STRUCTURAL NOTES

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GYMNASIUM

DEMOLITION PLAN

DEMOLITION KEY NOTES

REMOVE AND DISCARD EXISTING WOOD FLOOR,

SLEEVES. REMOVE AND DISCARD 5" SLAB ON GRADE

DEMO ALL ASSOCIATED BLOCKING, FLOOR TO

EXISTING CONCRETE SLAB. ADJACENT WALLS THAT

REMAIN SHOULD BE KEPT FREE FROM DAMAGE. IF

DAMAGED OCCURS, PATCH AND REPAIR, FINISH TO

MATCH EXISTING FINISH.

CAREFULLY REMOVE ALL EXISTING THRESHOLDS AT

DOORS, FOR REINSTALLATION. SURROUNDING FLOOR

SHOULD BE KEPT FREE FROM DAMAGE. EXISTING

DOOR JAMB AND SLAB SHOULD BE KEPT FREE FROM

DAMAGE.

EXISTING BLEACHERS TO BE PROTECTED FROM

DUST AND DEBRIS. ALL ASSOCIATED ANCHORS CAN

BE DETACHED AS NEEDED TO MOVE AROUND FOR

INSTALLATION OF NEW FLOOR.

BASKETBALL STANDARDS TO BE PROTECTED FROM

DEMOLITION.

ALL EXISTING INTERIOR SIDE OF WALLS TO BE

PROTECTED. IF DAMAGED PATCH AND REPAIR,

FINISH TO MATCH ALL EXISTING FINISHES.

PROTECT DOORS AND METAL FRAMES FROM

DEBRIS AND DUST.

Scale: 1 1/2" = 1'

EXISTING FLOOR AND SUBGRADE FOR DEMOLITION TYPICALB3

B3 D101

N

DO NOT EXCAVATE

BELOW

TOP OF EXISTING

FOOTING

Scale: 1/4" - 1'

ENLARGED GYM FLOOR PLANA1

HATCH REPRESENTS

AREA FOR INTENDED

DEMOLITION

B3 D101

B3 D101

B3 D101

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PROVIDE COVERAGE FOR MECHANICAL GRILLES

PROVIDE COVERAGE FROM MEZZANINE FLOOR +

GYM DURING CONSTRUCTION

FRAME IN DOOR DURING CONSTRUCTION

PIRATES

MONT HARMON

1'-6" DIA. MIN.

3" 1'-9

5" CONCRETE FLOOR SLAB

ON MEMBRANE VAPOR BARRIER AND 4"

FREE DRAINING GRANULAR FILL

4" O.D. GROUND SLEEVE

NON - SHRINK GROUT

FLOORING AS SPECIFIED

HAND EXCAVATED AREA BELOW

FLOOR SLAB

5" TO 6" DIA.

4" DIA.

8" DIA.

5" DIA.

4 1/4" DIA.

4" O.D. GROUND SLEEVE

5" DIA. SLEEVE LID

8" DIA. SLEEVE RIM ATTACHED

TO FLOOR WITH SCREWS

FLOORING AS SPECIFIED

5" CONCRETE FLOOR SLAB

UNDER SLAB VAPOR RETARDER

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A101

FINISH FLOOR

PLANN

Scale: 1/4" - 1'

FINISH FLOOR PLANA1

FINISH FLOOR PLAN KEY NOTES

RETURN EXISTING BLEACHERS TO SAME LOCATION

PRIOR OF REMOVAL. FIELD VERIFY

DOOR OPENING TAKEN FROM THE EXTERIOR FACE

OF THE NORTH WALL.

COURT STRIPING/GRAPHIC LOGOS TO MATCH FINISH

FLOOR PLAN.

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Scale: N.T.S

VOLLEYBALL ANCHOR DETAILA6

SECTION A

SECTION A

PAINTED SCHOOL GRAPHIC.

HATCH REPRESENTS STAINED FINISH

ELECTRIC MOTORIZED OVERHEAD DOOR

SCHOOL DISTRICT TO PROVIDE POWER

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DETAILS

8" DIAMETER BOLT AT 32" OC MAX,

POWDER COATED

12" MAX FROM FLOOR

5" REINFORCED SLAB W #4

AT 18" OC EACH WAY

8" DIA. THROUGH

BOLT AT 32" OC MAX,

POWDER COATED

DO NOT EXCAVATE BELOW

TOP OF FOOTING

Scale: 1/2" = 1'-0" EXTERIOR ELEVATIONA3Scale: 1/2" = 1'-0"

INTERIOR ELEVATIONA2

Scale: 3/4" = 1'-0"

WALL SECTIONB1

Scale: 1 1/2" = 1'-0"

OVER HEAD HEAD DETAILC1

Scale: 1 1/2" = 1'-0"

OVER HEAD SILL DETAILB2

8" DIA. THROUGH BOLT

AT 32" OC MAX,

POWDER COATED

Scale: 3" = 1'-0"

JAMB DETAILB3

L6X6X5/16 REQ'D

EACH SIDE,

POWDER COATED

8" DIAMETER BOLT AT 32" OC MAX,

POWDER COATED

L6x6x5/16 REQ'D, POWDER COATED

L8x6x7/16 REQ'D, POWDER COATED

CUT LEG ONE SIDE

OF ANGLE FOR TIGHT

FIT AROUND WALLS2 - 12

CUT LEG ONE SIDE OF

ANGLE FOR TIGHT FIT

AROUND WALLS

2 - 12

CONTRACTOR TO VERIFY LOCATION

OF THE THROUGH BOLT DOES NOT

INTERFERE WITH REINFORCING IN

EXISTING CONCRETE BEAM.

CONTACT E.O.R IF SHOWN

DIMENSION INTERFERES WITH

EXISTING REINFORCING

Scale: 1" = 1'-0"

SLAB ON GRADE DETAIL TYPICALC2

VAPOR BARRIER

3' STRUCTURAL FILL

5" REINFORCED CONCRETE SLAB

W/ #4 18" OC EACH WAY

3" GRAVEL FILL

DO NOT EXCAVATE BELOW

TOP OF EXISTING FOOTING

VAPOR BARRIER

Scale: 1/2" = 1'-0"

ENLARGED PLAN OF OPENING A1

B1 A201

A201 B3

09.64.A -

08.33.23 -

05.12.B -

05.12.A -

03.30.A -

EXISTING

CONCRETE

BEAM

5/8" DIA. THROUGH

BOLT, POWDER COATED

L6x6x5/16 STEEL ANGLE.

PREP FOR PAINT BY

09 9123. COLOR TO BE

SELECTED BY ARCHITECT,

POWDER COATED

10'-2" INSULATED OVERHEAD

COILING DOOR

EXISTING MASONRY WALL

BEYOND. KEEP FREE FROM

DAMAGE

WOOD FLOORING SYSTEM

5" REINFORCED CAST-IN-PLACE

CONCRETE FLOOR SLAB. OVER 4"

FREE DRAINING GRAVEL ON

VAPOR BARRIER

EXISTING CONCRETE FOOTING

AND FOUNDATION WALL

05.12.A - WOOD FLOOR RUBBER

BASE WITH AIR VENTS

07.92.A - CONTINUOUS ELASTOMERIC

SELANT

08.33.A - 4" ALUMINUM THRESHOLD

EXISTING MASONRY

WALL. KEEP FREE

FROM DAMAGE

KEY VALUE NOTE

03.30.A 5" POWDER COATEDREINFORCED CONCRETE ON 4" DRAINING GRAVEL

W/ VAPOR BARRIER

05.12.A L6x6x5/16 STEEL ANGLE. POWDER COATED COLOR TO BE SELECTED BY

ARCHITECT

05.12.B 5/8" DIA. THROUGH BOLT, POWDER COATED

07.92.A CONTINUOUS ELASTOMERIC SELANT

08.33.23 10'-2" INSULATED OVERHEAD COILING DOOR

08.33.A 4" ALUMINUM THRESHOLD

A2

A201

BOTTOM OF FOOTING

96' - 8"

FINISH FLOOR LEVEL

100' - 0"

TOP OF OPENING

110' - 2"

08.33.23 08.33.23

05.12.A 05.12.A

12" MAX FROM FLOOR

A3

A201

EXISTING

MASONRY

WALL

3' STRUCTURAL FILL

3'-0"

EXISTING CONCRETE

FOUNDATION WALL

EXISTING CONCRETE FOUNDATION

WALL

1 12" MIN.

TYP.

1 12" MIN. TYP.

Scale: 1 1/2" = 1'-0"

TYPICAL JOINT DETAILSB4

JOINT SEALANT

ONE LAYER OF

#30 FELT

4" DIAMOND DOWEL AT

24" OC, OR APPROVED

EQUAL

CUT REBAR AT EACH

CONTROL JOINT

EXPANSION JOINT

EXPANSION JOINT

ISOLATION JOINT

CONSTRUCTION JOINT (CONTROL TYPE) IF SEPARATE POURS OCCUR

CONTROL JOINT

EXPANSION JOINT

EXPANSION JOINT

2" CLOSED CELL

EXPANSION JOINT

MATERIAL

FIRST POUR SECOND POUR

SAWCUT OR

PREFORMED PLASTIC

STRIP

#3 BAR AT 16" X 36"

CENTERED AT CONTROL JOINT.

LARGER BARS OR TIGHTER

SPACING NOT ALLOWED

8"

THICK (T)

6"

T/4

A201

N O

T

FO

R C

O N

ST

R

U C

TI