36C24618R0176-003.pdf

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AREA OF WORK

ADDITION TO BUILDING 137C,

UNDER CONSTRUCTION.

137C

TO I-64

137-G001 COVER SHEET

137-A100 BUILDING 137 SITE / CRAWLSPACE PLAN

137-A701 PHOTOGRAPHS OF CRAWLSPACE

137-S100A EXISTING FIRST FLOOR FRAMING PLAN - AREA A

137-S100B EXISTING FIRST FLOOR FRAMING PLAN - AREA B

137-S701 RESTORATION DETAILS

137-F100 PIPE BASEMENT PLAN - REMOVALS AND NEW WORK - FIRE SUPPRESSION

137-PP100A PARTIAL PIPE BASEMENT PLAN - AREA A REMOVALS AND NEW WORK - PLUMBING

137-PP100B PARTIAL PIPE BASEMENT PLAN - AREA B REMOVALS AND NEW WORK - PLUMBING

137-MP100 PIPE BASEMENT PLAN REMOVALS AND NEW WORK - HVAC

137-EP100 PIPE BASEMENT PLAN REMOVALS AND NEW WORK - ELECTRICAL

N N.T.S.Scale:

HAMPTON VAMC MAP

Hampton, Virginia

Drawing Title

Approved: Project Director Location

Building Number

Project Title

Checked Drawn

Date

Project No.

Drawing Number

Dwg. of on e-ei gh th i nc h o ne f oo t on e-qu ar te r in ch o ne f oo t th re e-ei gh th s in ch o ne f oo t on e-ha lf in ch o ne f oo t th re e-qu ar te rs i nc h o ne f oo t on e in ch o ne f oo t on e an d on e-ha lf in ch es o ne f oo t th re e in ch es o ne f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

A R C H I T E C T SJ O H N P O E

937 461 3290 PHONE

937 461 0260 FAX

1-800-362-1523 jpa@johnpoe.com

RDC/JPA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

RDC /

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, FLORIDA

32701

HEAPY ENGINEERING

MECHANICAL ELECTRICAL

COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

TERRACON INC.

5240 GREEN'S DAIRY ROAD

RALEIGH, NC 27616

919.873.2211 P

919.873.9555 F

SCI Crawlspace Emergent Structural Repairs

06/05/2014

COVER SHEET

137-G001

EKTH

11004.02 590-14-112

Hampton, Va

137C

SCI Crawlspace Emergent Structural Repairs 100 Emancipation Dr.

Hampton, VA 23667

INDEX OF DRAWINGS

APPROVED: INTERIOR DESIGNER

APPROVED: SAFETY MANAGER

APPROVED: GEMS COORDINATOR

APPROVED: PROGRAM MANAGER EMS

APPROVED: PROGRAM MANAGER M+R

APPROVED: PROJECT ENGINEER

APPROVED: ENERGY ENGINEER

APPROVED: DIRECTOR OF ENGINEERING SERVICES

APPROVED: CHIEF, FACILITIES MANAGEMENT SERVICE

APPROVED: INFECTION CONTROL

APPROVED: CHIEF, POLICE SERVICE

APPROVED: CHIEF, INFORMATION RESOURCES MANAGEMENT SERVICE

APPROVED: CHIEF NUTRITION AND FOOD SERVICE

APPROVED: CHIEF, LOGISTICS SERVICE

APPROVED: CHIEF, PHARMACY SERVICE

APPROVED: ASSOCIATE CHIEF, NURSE SCI

APPROVED: CHIEF, SPINAL CORD INJURY AND DISORDERS SERVICE LINE

APPROVED: FACILITY PLANNER

APPROVED: ASSOCIATE DIRECTOR

APPROVED: CHIEF NURSE EXECUTIVE

APPROVED: CHIEF OF STAFF

APPROVED: DIRECTOR, HAMPTON VA MEDICAL CENTER

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

DATE:

REVIEWED: AFGE DATE:

DATE:

DATE:

REVIEWED: NAGE

REVIEWED: PARALYZED VETERANS OF AMERICA

ILSM/ICRA DATE:

Revisions Date

UP

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BUILDING 137B

BUILDING 110B

BUILDING 137D

BUILDING

PARKING

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BUILDING 137C

BUILDING 6

BUILDING 110C

BUILDING 137A

1.09 TYP.

1.10 TYP.

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1.09TYP.

1.09TYP.1.10TYP.1.09 TYP.

1.09 TYP.

Drawing Title

Approved: Project Director Location

Building Number

Project Title

Checked Drawn

Date

Project No.

Drawing Number

Dwg. of on e-ei gh th i nc h o ne f oo t on e-qu ar te r in ch o ne f oo t th re e-ei gh th s in ch o ne f oo t on e-ha lf in ch o ne f oo t th re e-qu ar te rs i nc h o ne f oo t on e in ch o ne f oo t on e an d on e-ha lf in ch es o ne f oo t th re e in ch es o ne f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

A R C H I T E C T SJ O H N P O E

937 461 3290 PHONE

937 461 0260 FAX

1-800-362-1523 jpa@johnpoe.com

RDC/JPA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

RDC /

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, FLORIDA

32701

HEAPY ENGINEERING

MECHANICAL ELECTRICAL

COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

TERRACON INC.

5240 GREEN'S DAIRY ROAD

RALEIGH, NC 27616

919.873.2211 P

919.873.9555 F

SCI Crawlspace Emergent Structural Repairs

06/05/2014BUILDING 137 SITE / CRAWLSPACE

PLAN

137-A100

EKTH

11004.02 590-14-112

Hampton, Va

137C

N Scale: 1" = 20'-0"

BUILDING 137 SITE / CRAWL SPACE PLAN

KEY NOTES

GENERAL NOTES

Revisions Date

1.01 Area of work: See Structural Drawings and Specifications for description of repairs to first floor cast in place concrete slab/beam/pan joist system. See Plumbing, Mechanical and Electrical Drawings and Specifications for description of plumbing, mechanical and electrical piping / conduit resupport and re-insulation. The owner has categorized crawl space as a permit required confined space. See MCM 00-45 in Specifications for the Owner's permit required confined space requirements. Other regulation agency requirements may also apply.

1.02 Existing area well shall serve as contractor's primary point of access / egress to crawl space.

1.03 Existing interior stair between first floor and crawl space shall serve as secondary means of access / egress to crawl space.

1.04 Existing area well shall serve as secondary means of access / egress from crawl space. Area well is located within ongoing construction project by others. Close coordination with separate contractor will be required. Depending on status of construction, access / egress may be through crawl space of new construction.

1.05 New building addition currently under construction by others. No work this area.

1.06 New building area well. Coordinate use of area well with separate contractor. Availability of access / egress will be contingent upon actual cordination at time of project execution.

1.07 Existing space to remain. No work this area.

1.08 Existing parking for VA Staff and Patients. No contractor use without prior coordination with COR.

1.09 Existing foundation wall to remain. See Structural Drawings for beam / wall ledge repairs.

1.10 Existing concrete column to remain.

1. All work shall comply with all applicable local, state or, national codes, rules, ordinances and regulations including the American Disabilities Act (ADA) and the American National Standards Institute (ANSI) guidelines.

2. Verify all conditions and dimensions in the field before fabricating any materials.

3. Existing construction to remain that is damaged or distrubed during construction shall be patched or restored.

4. Crawl space is approximately 4'-0" from dirt / sand floor to underside of cast in place concrete slab / beam / pan joist system to be repaired. Plumbing, mechanical, and electrical systems are suspended from floor slab at various elevations. Protect plumbing, mechanical, and electrical systems at all times. See Sheet 137-A701 for photographs of crawl space.

5. Contractor shall remove all demolished items and construction debris from crawl space.

6. Contractor's staging / laydown area, vehicle parking and dumpster location to be coordinated with contracting officer's representative

(COR).

7. Contractor is responsible to determine characteristics of crawl space and what ventilation equipment, protective devices and operational considerations are required for repair operations.

8. Patients will be removed from first floor areas above crawl space during slab repair. Medical center staff may continue to use portions of first floor above crawl space during slab repair operations.

9. Shut donw of any PME systems must be coordinated with COR.

Some utilities will serve active buildings and may not be shut down.

10. Contractor to coordinate operations with contractor constructing new addition. See Key Note 1.05.

11. Repair operations shall take place between 7:00AM and 7:00PM, Monday through Friday unless otherwise approved by COR.

12. Contractor shall coordinate daily with COR to identify areas where contractor will be chipping, grinding or conducting other noise creating operations.

13. Building 137 will continue to be occupied by staff. Contractor shall maintain all utilities to building 137D. Pedestrian access at first floor thru building 137C to building 137D shall be maintained at all times.

14. The pin anchor installation repair detail indicated on the Structural Drawings will require installation from the upper side of the cast in place concrete slab / beam / pan joist system. Coordinate scheduling and access to spaces on the first floor with COR.

Provide dust protection and clean all spaces at these repair locations.

15. The owner has categorized the crawl space as permit required confined space. See MCM 00-45 in Specifications for the Owner's permit required confined space requirements. Other regulation agency requirements may also apply.

Drawing Title

Approved: Project Director Location

Building Number

Project Title

Checked Drawn

Date

Project No.

Drawing Number

Dwg. of on e-ei gh th i nc h o ne f oo t on e-qu ar te r in ch o ne f oo t th re e-ei gh th s in ch o ne f oo t on e-ha lf in ch o ne f oo t th re e-qu ar te rs i nc h o ne f oo t on e in ch o ne f oo t on e an d on e-ha lf in ch es o ne f oo t th re e in ch es o ne f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

A R C H I T E C T SJ O H N P O E

937 461 3290 PHONE

937 461 0260 FAX

1-800-362-1523 jpa@johnpoe.com

RDC/JPA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

RDC /

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, FLORIDA

32701

HEAPY ENGINEERING

MECHANICAL ELECTRICAL

COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

TERRACON INC.

5240 GREEN'S DAIRY ROAD

RALEIGH, NC 27616

919.873.2211 P

919.873.9555 F

SCI Crawlspace Emergent Structural Repairs

06/05/2014

PHOTOGRAPHS OF CRAWLSPACE

137-A701

MDTH

11004.02 590-14-112

Hampton, Va

137C

Revisions Date

Cast in place concrete column, beam and pan joist floor system 2 Damaged beam and joist to be repaired. 3 Damaged joists to be repaired. 4 Damaged beam to be repaired.

5 Damaged joist to be repaired. 6 Damaged joist to be repaired. 7 Damaged joists to be repaired. 8 Damaged joists to be repaired.

Typical crawl space area well access - Exterior 12 Typical crawl space area well access - Interior9 View of crawl space and piping. 10 View of crawl space.

A Photographs are provided to illustrate general conditions found in crawl space.

B Photographs do not depict appropriate support of Fire Protection, Plumbing, Mechanical and/or Electrical systems.

C Photographs were taken in 2011. Actual conditions may not be identical to photographs.

D The owner has categorized the crawl space as a permit required confined space. See MCM 00-45 in Specifications for the Owner's permit required confined space requirements. Other regulation agency requirements may also apply.

GENERAL NOTES

EA EA.6

W6

E10

W5.9

R

S

U

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9 10 11 12 13 14

Q

P

O

157a 9a

N

M

L

NEW

ADDITION

NEW

ADDITION

EXISTING BUILDING

7' - 7 1/2" +/- 14' - 4" +/- 21' - 4" +/- 25' - 8 1/2" +/- 20' - 3 5/8" +/- 25' - 8" +/- 21' - 0 7/8" +/- 22' - 3" +/-

158' - 3 1/2" +/-

7"

9'

- 5

7 5

/8"

3 3

/4"

2"

5 1 /8"

1'

- 4

7/ 8"

6'

- 9

4 7 /8"

4 TYP.

2 TYP.

3 TYP.

5TYP.

1 1A

7TYP.

4 TYP.

7TYP.

5TYP.

9 9

LEGEND:

BEAM BOTTOM / BEAM CORNER REPAIR

BEAM / WALL LEDGE REPAIR

JOIST BOTTOM REPAIR

PIN ANCHOR LOCATIONS

PIN ANCHOR LOCATIONS IN AREAS OF ASBESTOS CONTAINING FLOORING

OR MASTIC. REFER TO ASBESTOS ABATEMENT SPECIFICATION FOR

ADDITIONAL INFORMATION

SHORE

EXISTING FIRST FLOOR PARTITION WALL

9 10 11

NOTE: FOR ALL REPAIRS LISTED IN LEGEND, REFER TO

SPECIFICATION SECTION 03 01 00, PARAGRAPH 3.2B FOR

BID QUANTITIES.

Drawing Title

Approved: Project Director Location

Building Number

Project Title

Checked Drawn

Date

Project No.

Drawing Number

Dwg. of on e-ei gh th i nc h o ne f oo t on e-qu ar te r in ch o ne f oo t th re e-ei gh th s in ch o ne f oo t on e-ha lf in ch o ne f oo t th re e-qu ar te rs i nc h o ne f oo t on e in ch o ne f oo t on e an d on e-ha lf in ch es o ne f oo t th re e in ch es o ne f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

A R C H I T E C T SJ O H N P O E

937 461 3290 PHONE

937 461 0260 FAX

1-800-362-1523 jpa@johnpoe.com

VA Project No.

THP Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

RDC /

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, FLORIDA

32701

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

HEAPY ENGINEERING

MECHANICAL ELECTRICAL

COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

TERRACON INC.

5240 GREEN'S DAIRY ROAD

RALEIGH, NC 27616

919.873.2211 P

919.873.9555 F

SCI Crawlspace Emergent Structural Repairs

06/05/2014

EXISTING FIRST FLOOR FRAMING

PLAN - AREA A

137-S100A

GODFJE

11171.04 590-14-112

Hampton, Va

137C

1/8" = 1'-0"137-S100A

2 FIRST FLOOR EXISTING REPAIRS NORTH NORTH

DRAWING NOTES:

1. PERFORM ALL WORK IN THE CRAWL SPACE IN ACCORDANCE WITH THE

REQUIREMENTS OF VAMC HAMPTON'S "CONFINED SPACE POLICY" (MCM 00-45). THE

VA HAS DIRECTED THAT THIS WORK IS TO FOLLOW ALL REQUIREMENTS OF "PERMIT

REQUIRED" CONFINED SPACE.

2. THE WORK AREA IS LOCATED IN A CRAWL SPACE BELOW THE GROUND LEVEL

SUPPORTED FLOOR SLAB. TYPICAL DISTANCE BETWEEN CRAWL SPACE DIRT FLOOR

AND BOTTOM SURFACE OF SUPPORTED FLOOR JOIST IS APPROXIMATELY 4’-0”. AN

ACCESS HATCH INTO THE CRAWL SPACE IS LOCATED ON THE WEST SIDE OF THE

BUILDING. NORTHWEST WING OF THE BUILDING. ADDITIONAL ACCESS MAY BE

AVAILABLE ON THE NORTHEAST AND SOUTHEAST SIDE OF THE BUILDING THROUGH

BUILDING ADDITIONAL CURRENTLY UNDER CONSTRUCTION. COORDINATE WITH

COR.

3. UTILITIES (INSULATED STEAM PIPING, SANITARY LINES, ELECTRICAL

LINES/CONDUITS, WATER LINES, MED GAS AND OXYGEN LINES, ETC.) ARE LOCATED

THROUGHOUT THE ENTIRE CRAWL SPACE AREA. DO NOT DAMAGE. THE

CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING WORK. UTILITIES ARE

CLUSTERED TOGETHER AT MANY LOCATIONS, ESPECIALLY BENEATH OVERHEAD

CONCRETE REPAIR AREAS. THE CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL

COSTS FOR WORKING AROUND UTILITIES. THE CONTRACTOR IS ENCOURAGED TO

VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING SITE

CONDITIONS.

4. AT MISCELLANEOUS LOCATIONS THROUGHOUT THE WORK AREA, UTILITIES ARE

ANCHORED TO THE CONCRETE STRUCTURE. TEMPORARILY SUPPORT UTILITIES

WHERE ANCHORAGE IS DISTURBED DURING OVERHEAD CONCRETE REPAIR

EFFORTS.

5. CONDUITS ARE EMBEDDED IN EXISTING CONCRETE JOIST. LOCATIONS ARE

UNKNOWN. CONTRACTOR SHALL COORDINATE WITH COR AND CONFIRM THAT ALL

CONCRETE ENCASED UTILITIES ARE DISABLED PRIOR TO PERFORMING REPAIRS.

CONDUITS ARE NOT TO BE DAMAGED. DAMAGED CONDUITS WILL BE REPAIRED AT

NO ADDITIONAL COST TO THE GOVERNMENT.

Revisions Date

A. CODES AND SPECIFICATIONS

1. VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2009.

2. DEPARTMENT OF VETERAN AFFAIRS SIESMIC DESIGN REQUIREMENTS (H-18-8 AUGUST 2013).

3. 2009 INTERNATIONAL BUILDING CODE.

4. ACI 301-05 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS AS MODIFIED BY THE CONSTRUCTION DOCUMENTS.

B. CONCRETE

1. CONCRETE STRENGTHS:

A. HAND APPLIED REPAIR MORTAR: 7000 PSI

B. SHOTCRETE: 5000 PSI

2. PLACE NO PERMANENT LOAD, SUCH AS MASONRY WALLS, ON SUPPORTED SLABS UNTIL CONCRETE HAS REACHED SPECIFIED STRENGTH

AND ALL SHORING HAS BEEN REMOVED.

3. PLACE NO OPENINGS, SLEEVES, INSERTS, ETC., IN CONCRETE WORK UNLESS CRITERIA INDICATED ON STRUCTURAL DRAWINGS IS MET, OR IS APPROVED IN WRITING BY THE C.O.T.R.

C. REINFORCING STEEL

1. ALL REINFORCING: 60 KSI YIELD

2. PROVIDE CLASS B TENSION SPLICES UNLESS OTHERWISE NOTED.

3. CLEARANCES BETWEEN REINFORCING BARS AND CONCRETE SURFACES SHALL BE ACI MINIMUM UNLESS OTHERWISE NOTED.

D. COORDINATION AND CONSTRUCTION

1. FIELD VERIFY EXISTING DIMENSIONS AND ELEVATIONS WHICH AFFECT FABRICATION PRIOR TO SUBMITTAL OF SHOP DRAWINGS

AND FABRICATION.

2. STRUCTURAL FRAMING PLANS ARE TYPICALLY DRAWN AS REFLECTED PLANS SHOWING BEAMS, WALLS, AND COLUMNS ON THE

UNDERSIDE OF THE LEVEL SHOWN.

3. BRACE ENTIRE STRUCTURE AS REQUIRED TO MAINTAIN STABILITY UNTIL COMPLETE AND FUNCTIONING AS THE DESIGNED UNIT.

4. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS.

5. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.

E. MECHANICAL AND OTHER LOADS SUPPORTED FROM STRUCTURE

1. ALL TRADE CONTRACTORS, MECHANICAL, STAIR, SPECIALITY, ETC., ARE TO DESIGN THEIR SYSTEMS, INCLUDING ATTACHMENTS

TO THE BUILDING’S STRUCTURE WITHIN THE FOLLOWING LIMITATIONS.

2. LOADS ARE TO BE DISTRIBUTED TO THE STRUCTURE IN A MANNER THAT DOES NOT EXCEED THE LOAD ALLOWANCES NOTED UNDER

DESIGN LOADS. ANCHORS ARE TO HAVE AN ULTIMATE SAFETY FACTOR OF AT LEAST 4.0.

3. POINT LOADS EXCEEDING 400 POUNDS MAY NOT BE APPLIED TO ANY OPEN WEB STEEL JOIST.

F. DESIGN LOADS

1. OCCUPANCY CATEGORY OF BUILDING: III

2. EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR: Ie = 1.3 MAPPED SPECTRAL RESPONSE ACCELERATION: Ss = 0.122

MAPPED SPECTRAL RESPONSE ACCELERATION: S1 = 0.049

SPECTRAL RESPONSE COEFFICIENT: Sds = 0.130 SPECTRAL RESPONSE COEFFICIENT: Sd1 = 0.078

SITE CLASS: D

SEISMIC DESIGN CATEGORY: B

GENERAL STRUCTURAL NOTES

KEY NOTES:

1. ACCESS INTO CRAWL SPACE VIA. REMOVABLE GRATING AT GRADE LEVEL. ACCESS

OPENING THROUGH WALL INTO CRAWL SPACE IS APPROXIMATELY 3'-0" x 2'-8".

1A. POTENTIAL ACCESS TO CRAWL SPACE IS THROUGH AN ADDITION CURRENTLY UNDER

CONSTRUCTION. COORDINATE ACCESS WITH COR.

2. KNOWN LOCATION OF EXISTING CONCRETE BEAM REQUIRING BEAM BOTTOM REPAIRS,

SHOWN FULLY HATCHED. SURVEY BOTTOM SURFACE OF ALL BEAMS WITHIN THE WORK LIMITS

TO LOCATE DELAMINATED, SPALLED, AND DETERIORATED CONCRETE. WHERE DAMAGED,

PERFORM BEAM BOTTOM REPAIRS PER DETAIL 1 ON DRAWING 137-S701.

3. KNOWN LOCATION OF EXISTING CONCRETE BEAM REQUIRING BEAM CORNER REPAIRS,

SHOWN PARTIALLY HATCHED. SURVEY CORNERS OF ALL BEAMS WITHIN THE WORK LIMITS TO

LOCATE DELAMINATED, SPALLED, AND DETERIORATED CONCRETE. WHERE DAMAGED,

PERFORM BEAM CORNER REPAIRS PER DETAIL 2 ON DRAWING 137-S701.

4. KNOWN LOCATION OF EXISTING CONCRETE BEAM OR WALL LEDGE REQUIRING LEDGE

REPAIRS, SHOWN HATCHED/SHADED. SURVEY ALL BEAM AND WALL LEDGES WITHIN THE WORK

LIMITS TO LOCATE DELAMINATED, SPALLED, AND DETERIORATED CONCRETE. WHERE

DAMAGED, PERFORM BEAM / WALL LEDGE REPAIRS PER DETAIL 3 ON DRAWING 137-S701.

5. KNOWN LOCATION OF EXISTING CONCRETE JOIST REQUIRING JOIST BOTTOM REPAIRS,

SHOWN SHADED. SURVEY ALL JOISTS WITHIN THE WORK LIMITS TO LOCATE DELAMINATED,

SPALLED, AND DETERIORATED CONCRETE. WHERE DAMAGED, PERFORM JOIST BOTTOM

REPAIRS PER DETAIL 4 ON DRAWING 137-S701.

6. THROUGHOUT ENTIRE WORK AREA, APPLY CORROSION INHIBITOR TO ALL JOIST AND

BEAMS PER DETAIL 5 ON DRAWING 137-S701.

7. INSTALL STAINLESS STEEL PIN ANCHORS INTO TOPSIDE OF SUPPORTED CONCRETE FLOOR

SLAB WHERE SHOWN ON PLAN. SPACE ADJACENT PINS AT 2'-0" +/- O.C. AND CENTER PINS

OVER EXISTING JOISTS. REFER DETAIL 6 ON DRAWING 137-S701.

8. WORK LIMITS.

9. PROVIDE SHORE - 10 KIP MINIMUM CAPACITY. INSTALL PRIOR TO BEGINNING CONCRETE

REMOVAL OPERATIONS. REMOVE SHORES AFTER CONCRETE REPAIRS HAVE ATTAINED

SPECIFIED STRENGTH AND AFTER A MINIMUM OF 28 DAYS AFTER PLACEMENT.

10. PROVIDE SHORE - 20 KIP MINIMUM CAPACITY. SEE NOTE 9.

11. PROVIDE SHORE - 50 KIP MINIMUM CAPACITY. SEE NOTE 9.

mailto:jpa@johnpoe.com

E19

E12

E14

E17

E18

E11

W9

W6

E10

W8

E13

E15

E16

W5.9

U

T

V

W

X

Y

Z

AA

BB

CC

9 10 11 12 13 14 158

NEW

ADDITION

NEW

ADDITION

NEW

ADDITION

7"

0"

1 1 /4"

7"

9'

- 6

7"

2"

0"

1 1 /2"

21' - 11 1/2" +/- 21' - 4" +/- 25' - 8 1/2" +/- 20' - 3 5/8" +/- 25' - 8" +/- 21' - 0 7/8" +/- 22' - 3" +/-

158' - 3 1/2" +/-

2 TYP.4TYP.

3TYP.

1A

4 TYP.

7TYP.

7 TYP.

5TYP.

4TYP.

6 8

LEGEND:

BEAM BOTTOM / BEAM CORNER REPAIR

BEAM / WALL LEDGE REPAIR

JOIST BOTTOM REPAIR

PIN ANCHOR LOCATIONS

PIN ANCHOR LOCATIONS IN AREAS OF ASBESTOS CONTAINING FLOORING

OR MASTIC. REFER TO ASBESTOS ABATEMENT SPECIFICATION FOR

ADDITIONAL INFORMATION

SHORE

EXISTING FIRST FLOOR PARTITION WALL

9 10 11

NOTE: FOR ALL REPAIRS LISTED IN LEGEND, REFER TO

SPECIFICATION SECTION 03 01 00, PARAGRAPH 3.2B FOR

BID QUANTITIES.

Drawing Title

Approved: Project Director Location

Building Number

Project Title

Checked Drawn

Date

Project No.

Drawing Number

Dwg. of on e-ei gh th i nc h o ne f oo t on e-qu ar te r in ch o ne f oo t th re e-ei gh th s in ch o ne f oo t on e-ha lf in ch o ne f oo t th re e-qu ar te rs i nc h o ne f oo t on e in ch o ne f oo t on e an d on e-ha lf in ch es o ne f oo t th re e in ch es o ne f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

A R C H I T E C T SJ O H N P O E

937 461 3290 PHONE

937 461 0260 FAX

1-800-362-1523 jpa@johnpoe.com

VA Project No.

THP Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

RDC /

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, FLORIDA

32701

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

HEAPY ENGINEERING

MECHANICAL ELECTRICAL

COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

TERRACON INC.

5240 GREEN'S DAIRY ROAD

RALEIGH, NC 27616

919.873.2211 P

919.873.9555 F

SCI Crawlspace Emergent Structural Repairs

06/05/2014

EXISTING FIRST FLOOR FRAMING

PLAN - AREA B

137-S100B

GODFJE

11171.04 590-14-112

Hampton, Va

137C

1/8" = 1'-0"137-S100B

1 FIRST FLOOR EXISTING REPAIRS SOUTH NORTH

DRAWING NOTES:

1. PERFORM ALL WORK IN THE CRAWL SPACE IN ACCORDANCE WITH THE

REQUIREMENTS OF VAMC HAMPTON'S "CONFINED SPACE POLICY" (MCM 00-45). THE

VA HAS DIRECTED THAT THIS WORK IS TO FOLLOW ALL REQUIREMENTS OF "PERMIT

REQUIRED" CONFINED SPACE.

2. THE WORK AREA IS LOCATED IN A CRAWL SPACE BELOW THE GROUND LEVEL

SUPPORTED FLOOR SLAB. TYPICAL DISTANCE BETWEEN CRAWL SPACE DIRT FLOOR

AND BOTTOM SURFACE OF SUPPORTED FLOOR JOIST IS APPROXIMATELY 4’-0”. AN

ACCESS HATCH INTO THE CRAWL SPACE IS LOCATED ON THE WEST SIDE OF THE

BUILDING. NORTHWEST WING OF THE BUILDING. ADDITIONAL ACCESS MAY BE

AVAILABLE ON THE NORTHEAST AND SOUTHEAST SIDE OF THE BUILDING THROUGH

BUILDING ADDITIONAL CURRENTLY UNDER CONSTRUCTION. COORDINATE WITH

COR.

3. UTILITIES (INSULATED STEAM PIPING, SANITARY LINES, ELECTRICAL

LINES/CONDUITS, WATER LINES, MED GAS AND OXYGEN LINES, ETC.) ARE LOCATED

THROUGHOUT THE ENTIRE CRAWL SPACE AREA. DO NOT DAMAGE. THE

CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING WORK. UTILITIES ARE

CLUSTERED TOGETHER AT MANY LOCATIONS, ESPECIALLY BENEATH OVERHEAD

CONCRETE REPAIR AREAS. THE CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL

COSTS FOR WORKING AROUND UTILITIES. THE CONTRACTOR IS ENCOURAGED TO

VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING SITE

CONDITIONS.

4. AT MISCELLANEOUS LOCATIONS THROUGHOUT THE WORK AREA, UTILITIES ARE

ANCHORED TO THE CONCRETE STRUCTURE. TEMPORARILY SUPPORT UTILITIES

WHERE ANCHORAGE IS DISTURBED DURING OVERHEAD CONCRETE REPAIR

EFFORTS.

5. CONDUITS ARE EMBEDDED IN EXISTING CONCRETE JOIST. LOCATIONS ARE

UNKNOWN. CONTRACTOR SHALL COORDINATE WITH COR AND CONFIRM THAT ALL

CONCRETE ENCASED UTILITIES ARE DISABLED PRIOR TO PERFORMING REPAIRS.

CONDUITS ARE NOT TO BE DAMAGED. DAMAGED CONDUITS WILL BE REPAIRED AT

NO ADDITIONAL COST TO THE GOVERNMENT.

Revisions Date

KEY NOTES:

1. ACCESS INTO CRAWL SPACE VIA. REMOVABLE GRATING AT GRADE LEVEL. ACCESS

OPENING THROUGH WALL INTO CRAWL SPACE IS APPROXIMATELY 3'-0" x 2'-8".

1A. POTENTIAL ACCESS TO CRAWL SPACE IS THROUGH AN ADDITION CURRENTLY UNDER

CONSTRUCTION. COORDINATE ACCESS WITH COR.

2. KNOWN LOCATION OF EXISTING CONCRETE BEAM REQUIRING BEAM BOTTOM REPAIRS,

SHOWN FULLY HATCHED. SURVEY BOTTOM SURFACE OF ALL BEAMS WITHIN THE WORK LIMITS

TO LOCATE DELAMINATED, SPALLED, AND DETERIORATED CONCRETE. WHERE DAMAGED,

PERFORM BEAM BOTTOM REPAIRS PER DETAIL 1 ON DRAWING 137-S701.

3. KNOWN LOCATION OF EXISTING CONCRETE BEAM REQUIRING BEAM CORNER REPAIRS,

SHOWN PARTIALLY HATCHED. SURVEY CORNERS OF ALL BEAMS WITHIN THE WORK LIMITS TO

LOCATE DELAMINATED, SPALLED, AND DETERIORATED CONCRETE. WHERE DAMAGED,

PERFORM BEAM CORNER REPAIRS PER DETAIL 2 ON DRAWING 137-S701.

4. KNOWN LOCATION OF EXISTING CONCRETE BEAM OR WALL LEDGE REQUIRING LEDGE

REPAIRS, SHOWN HATCHED/SHADED. SURVEY ALL BEAM AND WALL LEDGES WITHIN THE WORK

LIMITS TO LOCATE DELAMINATED, SPALLED, AND DETERIORATED CONCRETE. WHERE

DAMAGED, PERFORM BEAM / WALL LEDGE REPAIRS PER DETAIL 3 ON DRAWING 137-S701.

5. KNOWN LOCATION OF EXISTING CONCRETE JOIST REQUIRING JOIST BOTTOM REPAIRS,

SHOWN SHADED. SURVEY ALL JOISTS WITHIN THE WORK LIMITS TO LOCATE DELAMINATED,

SPALLED, AND DETERIORATED CONCRETE. WHERE DAMAGED, PERFORM JOIST BOTTOM

REPAIRS PER DETAIL 4 ON DRAWING 137-S701.

6. THROUGHOUT ENTIRE WORK AREA, APPLY CORROSION INHIBITOR TO ALL JOIST AND

BEAMS PER DETAIL 5 ON DRAWING 137-S701.

7. INSTALL STAINLESS STEEL PIN ANCHORS INTO TOPSIDE OF SUPPORTED CONCRETE FLOOR

SLAB WHERE SHOWN ON PLAN. SPACE ADJACENT PINS AT 2'-0" +/- O.C. AND CENTER PINS

OVER EXISTING JOISTS. REFER DETAIL 6 ON DRAWING 137-S701.

8. WORK LIMITS.

9. PROVIDE SHORE - 10 KIP MINIMUM CAPACITY. INSTALL PRIOR TO BEGINNING CONCRETE

REMOVAL OPERATIONS. REMOVE SHORES AFTER CONCRETE REPAIRS HAVE ATTAINED

SPECIFIED STRENGTH AND AFTER A MINIMUM OF 28 DAYS AFTER PLACEMENT.

10. PROVIDE SHORE - 20 KIP MINIMUM CAPACITY. SEE NOTE 9.

11. PROVIDE SHORE - 50 KIP MINIMUM CAPACITY. SEE NOTE 9.

1'-2"±

3 / 4"

MI

N.

6"±

7 TYP.

86 4 TYP.

5 TYP.

3 TYP.

2 TYP.

EXISTING CONCRETE BEAM.

EXISTING BEAM LEDGE.

EXISTING JOIST BEYOND.

EXISTING DELAMINATION PLANE.

PROVIDE 1/2" SAWCUT AROUND PERIMETER OF REPAIR AREA.

REMOVE ALL SOUND AND UNSOUND CONCRETE WITHIN SHADED AREA. REFER TO

SPECIFICATION SECTION 030100.

EXCAVATE 3/4" CLEAR AROUND ALL REINFORCING. PREPARE AND COAT. REFER TO

SPECIFICATION SECTION 030100.

PREPARE CAVITY SURFACES AND PATCH WITH PRE-PACKAGED CONCRETE OR PNEUMATICALLY

PROJECTED CONCRETE. REFER TO SPECIFICATION SECTION 030100 AND 033713 .

DIMENSION VARIES. ADJUST AS NECESSARY TO REMOVE ALL LOOSE/DETERIORATED

CONCRETE. FOR BIDDING PURPOSES, ASSUME 6" FOR OVERALL AVERAGE DEPTH OF REPAIR.

REPAIR BEAM PER DETAIL 1'-0"± EACH SIDE OF SHORE LOCATIONS PRIOR TO INSTALLING

SHORE. TAPER AND ROUGHEN ENDS TO RECEIVE ADJACENT REPAIRS.

TEMPORARILY SHORE BEAM PRIOR TO CONCRETE EXCAVATIONS. SHORE TO REMAIN UNTIL

AFTER CONCRETE REPAIRS HAVE ATTAINED SPECIFIED STRENGTH AND AFTER A MINIMUM OF

28 DAYS AFTER PLACEMENT.

TYPICAL BEAM BOTTOM REPAIR

UP TO 8"

1 3 TYP.

4TYP. 6 8

7TYP.

2 TYP.5TYP.

EXISTING CONCRETE BEAM.

EXISTING BEAM LEDGE.

EXISTING JOIST BEYOND.

EXISTING DELAMINATION PLANE.

PROVIDE 1/2" SAWCUT AROUND PERIMETER OF REPAIR AREA.

REMOVE ALL SOUND AND UNSOUND CONCRETE WITHIN SHADED AREA.

REFER TO SPECIFICATION SECTION 030100.

EXCAVATE 3/4" CLEAR AROUND ALL REINFORCING. PREPARE AND COAT.

REFER TO SPECIFICATION SECTION 030100.

PREPARE CAVITY SURFACES AND PATCH WITH PRE-PACKAGED

CONCRETE OR PNEUMATICALLY PROJECTED CONCRETE. REFER TO

SPECIFICATION SECTION 030100 AND 033713 .

DIMENSION VARIES. ADJUST AS NECESSARY TO REMOVE ALL

LOOSE/DETERIORATED CONCRETE. FOR BIDDING PURPOSES, ASSUME 6"

FOR OVERALL AVERAGE DEPTH OF REPAIR.

TYPICAL BEAM CORNER REPAIR

6"±

5TYP.

EXISTING CONCRETE BEAM OR WALL.

EXISTING LEDGE.

EXISTING JOIST BEYOND.

EXISTING DELAMINATION PLANE.

PROVIDE 1/2" SAWCUT AROUND PERIMETER OF REPAIR AREA.

REMOVE ALL SOUND AND UNSOUND CONCRETE WITHIN SHADED AREA.

REFER TO SPECIFICATION SECTION 030100.

EXCAVATE 3/4" CLEAR AROUND ALL REINFORCING. PREPARE AND COAT.

REFER TO SPECIFICATION SECTION 030100.

PREPARE CAVITY SURFACES AND PATCH WITH PRE-PACKAGED

CONCRETE OR PNEUMATICALLY PROJECTED CONCRETE. REFER TO

SPECIFICATION SECTION 030100 AND 033713 .

DIMENSION VARIES. ADJUST AS NECESSARY TO REMOVE ALL

LOOSE/DETERIORATED CONCRETE. FOR BIDDING PURPOSES, ASSUME 6"

FOR OVERALL AVERAGE DEPTH OF REPAIR.

TYPICAL BEAM/WALL LEDGE REPAIR

1'- 0"

51/2"

AVERAGE

6TYP.

4 TYP.

9 10

EXISTING CONCRETE SLAB.

EXISTING CONCRETE JOIST OR BRIDGING RIB.

EXISTING DELAMINATION PLANE.

1/2" SAWCUT AROUND PERIMETER OF REPAIR AREA.

REMOVE ALL SOUND AND UNSOUND CONCRETE IN SHADED AREA. REFER TO SPECIFICATION

SECTION 030100.

EXCAVATE 3/4" AROUND ALL REINFORCING. PREPARE AND COAT EXPOSED STEEL. REFER TO

SPECIFICATION SECTION 030100.

PREPARE CAVITY SURFACES AND PATCH WITH PRE-PACKAGED CONCRETE OR PNEUMATICALLY

PROJECTED CONCRETE. REFER TO SPECIFICATION SECTION 030100 AND 033713 .

DIMENSION VARIES. ADJUST AS NECESSARY TO REMOVE ALL LOOSE/DETERIORATED CONCRETE.

FOR BIDDING PURPOSES, ASSUME 6" FOR OVERALL AVERAGE DEPTH OF REPAIR.

TEMPORARILY SHORE JOIST BRIDGING RIB WHERE INDICATED ON PLAN PRIOR TO BEGINNING

EXCAVATIONS. SHORE TO REMAIN UNTIL AFTER CONCRETE REPAIRS HAVE ATTAINED SPECIFIED

STRENGTH AND AFTER A MINIMUM OF 28 DAYS AFTER PLACEMENT.

REPAIR JOIST PER DETAIL 1'-0"± EACH SIDE OF SHORE LOCATIONS PRIOR TO INSTALLING SHORE.

TAPER AND ROUGHEN ENDS TO RECEIVE ADJACENT REPAIRS.

TYPICAL JOIST BOTTOM REPAIR

1'-2"±51/2"

AVERAGE

3 4

32 4

TYP.

43TYP

EXISTING CONCRETE BEAM.

EXISTING CONCRETE JOIST.

APPLY CORROSION INHIBITOR TO ALL CONCRETE SURFACES. REFER TO

SPECIFICATION SECTION 071950.

PRIOR TO APPLICATION OF CORROSION INHIBITOR, PREPARE CONCRETE

SURFACES. REFER TO SPECIFICATION SECTION 071950.

JOIST AND BEAM CORROSION INHIBITOR APPLICATION

1 / 2"

31 / 2"

3TYP.

EXISTING CONCRETE SLAB.

EXISTING CONCRETE JOIST.

EXISTING CRACK IN CONCRETE.

DRILL 3/4" DIA. x 6 1/2" DEEP HOLE TO RECEIVE PIN ANCHOR. BLOW HOLE CLEAN WITH

OIL-FREE COMPRESSED AIR, BRUSH WITH WIRE BRUSH (3) TIMES MINIMUM, AND

RE-BLOW HOLE TO PROVIDE DUST FREE SURFACE.

1/2" DIA. x 6" LONG STAINLESS STEEL THREADED ROD. REFER TO SPECIFICATION

SECTION 030100.

SET IN EPOXY GROUT. REFER TO SPECIFICATION SECTION 030100.

TOP OF FLOOR SLAB TO RECEIVE NEW FLOOR FINISHES/REPAIRS TO EXISTING

FINISHES. PERFORM ALL PIN INSTALLATIONS PRIOR TO FLOOR FINISH REPAIR

OPERATIONS.

PIN ANCHOR INSTALLATION

VA

RI

ES

EXISTING CONCRETE SLAB.

EXISTING CONCRETE JOIST.

JOIST BOTTOM REPAIR PER DETAIL 4 ON 137-S701.

3/8" MIN DIA HANGER ROD.

3/8" MIN DIA EXPANSION ANCHOR.

CLIP ANGLE.

L1 1/2x1 1/2x1/4 FOR PIPES UNDER 2" DIA.

L3x3x1/4 FOR PIPES 2" DIA AND LARGER.

EMBEDMENT INTO EXISTING CONCRETE PER MANUFACTURER'S RECOMMENDATIONS.

SECURING HANGER RODS IN CONCRETE

ANCHORAGE INTO

EXISTING SLAB IS NOT

PERMITTED

PER VA STANDARDS DUE

TO SLAB THICKNESS.

NOTE: INDIVIDUAL ANCHOR LOADS

ARE LIMITED TO 500# IN ORIGINAL

UNREPAIRED AREAS AND 300# IN

CONCRETE REPAIR AREAS.

Drawing Title

Approved: Project Director Location

Building Number

Project Title

Checked Drawn

Date

Project No.

Drawing Number

Dwg. of on e-ei gh th i nc h o ne f oo t on e-qu ar te r in ch o ne f oo t th re e-ei gh th s in ch o ne f oo t on e-ha lf in ch o ne f oo t th re e-qu ar te rs i nc h o ne f oo t on e in ch o ne f oo t on e an d on e-ha lf in ch es o ne f oo t th re e in ch es o ne f oo t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

A R C H I T E C T SJ O H N P O E

937 461 3290 PHONE

937 461 0260 FAX

1-800-362-1523 jpa@johnpoe.com

VA Project No.

THP Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

RDC /

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, FLORIDA

32701

THP LIMITED INC.

STRUCTURAL ENGINEER

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

HEAPY ENGINEERING

MECHANICAL ELECTRICAL

COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

TERRACON INC.

5240 GREEN'S DAIRY ROAD

RALEIGH, NC 27616

919.873.2211 P

919.873.9555 F

SCI Crawlspace Emergent Structural Repairs

06/05/2014

RESTORATION DETAILS

137-S701

GODFJE

11171.04 590-14-112

Hampton, Va

137C

1 1/2" = 1'-0"137-S701

1 DETAIL

1 1/2" = 1'-0"137-S701

2 DETAIL

1 1/2" = 1'-0"137-S701

3 DETAIL

1 1/2" = 1'-0"137-S701

4 DETAIL

1 1/2" = 1'-0"137-S701

5 DETAIL

1 1/2" = 1'-0"137-S701

6 DETAIL

Revisions Date

1 1/2" = 1'-0"137-S701

7 DETAIL

5 FT

6 8 10

9 1110 12

1312 14 -16

1614 17 2219

8 1064 532 2 1/21 1/21 1 1/4THRU 3/4

7 7

7 98

NOTE: SEE SPECIFICATIONS FOR

DETAILED HANGER REQUIREMENTS

M A

X

FT.

FT.

IN.

TUBING

PIPE

NOM. SIZE

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

MAXIMUM PIPE/TUBING SUPPORT SPACING

HANGER ROD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

PROVIDE HIGH

COMPRESSIVE STRENGTH

INSULATION (9 PSF MIN.

DENSITY) UNDER

INSULATION SHIELD

INSULATION SHIELD

AT HANGER

SADDLE

WELD

1/2" DIA. HANGER

RODS WITH 36"

MAX. SPACING ON

EACH CHANNEL

1-5/8" 12 GAUGE CHANNEL

OR 2"x2"x1/4" ANGLE

BAND

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(8" MIN.)

ADJUSTABLE CLEVIS HANGER

TYPE 43 - SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER

TYPE 1 - SEE SPECIFICATIONS

SIDE VIEW TRAPEZE HANGER FOR UP TO

1000 LB. UNIFORM LOAD

PIPE HANGERS LEGEND

"NOTE" SYMBOL (FOR NOTES ON SAME SHEET)

FIRE SUPPRESSION PIPE (WET)

DIRECTION OF FLOW

F

F F

F F

F

F

4"

2.5"

4"

4"

2.5"

1 2

2.5" FIRE RISER

2.5" FIRE RISER

2.5" FIRE RISER

2.5" FIRE RISER

Drawing Title

Approved: Project Director Location

Building Number

Project Title

Checked Drawn Drawing Number on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e-ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

A R C H I T E C T SJ O H N P O E

937 461 3290 PHONE

937 461 0260 FAX

jpa@johnpoe.com

ARCHITECT/ENGINEERS:CONSULTANTS:

RDC /

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, FLORIDA

32701

Heapy Project No.: 2011-04008

Date

Project No.

Dwg. of

RDC/JPA Project No.

06/05/2014

SCI Crawlspace Emergent Structural Repairs

11004.01

590-14-112

137C

/4

/2

:0

:2

A

M

PIPE BASEMENT PLAN - REMOVALS

AND NEW WORK - FIRE SUPPRESSION

137-F100

DPBRLT

Hampton, Va.

N Scale: 1/16" = 1'-0"

EXISTING PIPE BASEMENT

GENERAL NOTES:

A ALL PIPING IS SUPPORTED FROM THE UNDERSIDE OF STRUCTURE IN EXPOSED

STRUCTURE AREAS.

B EXISTING CONDITIONS SHOWN HAVE BEEN BASED UPON VISUAL OBSERVATION AND/

OR AVAILABLE DRAWING INFORMATION, AND MAY BE AT VARIANCE WITH ACTUAL WORK

IN PLACE. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS

AND FIELD VERIFY ALL CONDITIONS AFFECTING THE EXECUTION OF THE WORK. ANY

DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE WORK SHOWN ON THE

CONTRACT DOCUMENTS WHICH MAY IMPACT THE PROGRESS OF THE WORK SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER IN WRITING FOR

RESOLUTION BEFORE PROCEEDING WITH THE WORK.

C CONTRACTOR IS RESPONSIBLE TO DETERMINE CHARACTERISTICS OF CRAWLSPACE

AND WHAT VENTILATION, EQUIPMENT, PROTECTIVE DEVICES AND OPERATIONAL

CONSIDERATIONS ARE REQUIRED FOR REPAIR OPERATIONS.

D THE MAJORITY OF EXISTING PIPING REQUIRING REMOVAL AND REPLACEMENT OF

HANGERS, SUPPORTS AND PIPING INSULATION IS SHOWN. INCLUDE AN ADDITIONAL

25% (OF EACH SIZE AND TYPE) FOR HANGER/SUPPORT REMOVALS, NEW HANGER/

SUPPORT INSTALLATION, PIPING INSULATION REMOVALS, AND NEW PIPING INSULATION,

TO ACCOMMODATE INCIDENTAL PIPING THAT MAY NOT BE SHOWN BUT IS ASSOCIATED

WITH THE PROJECT SCOPE.

E REFER TO ARCHITECTURAL PLAN 137-A100 FOR INFORMATION REGARDING CRAWL-

SPACE ACCESS LOCATIONS.

F REFER TO DETAIL 7 ON STRUCTURAL DRAWING 137-S701 FOR REQUIREMENTS OF

SECURING HANGERS RODS IN CONCRETE.

G CONTRACTOR SHALL VIEW CRAWLSPACE AS A PERMIT REQUIRED CONFINED SPACE

AND FOLLOW ALL APPROPRIATE REQUIREMENTS FOR PERMIT REQUIRED CONFINED

SPACES OUTLINED IN MCM 00-45 DOCUMENT.

H REFER TO SPECIFICATION SECTION 02 82 11, TRADITIONAL ASBESTOS ABATEMENT,

FOR INSTRUCTIONS IF ASBESTOS SHOULD BE ENCOUNTERED IN PERFORMANCE OF

THIS WORK.

NOTES:

1 EXISTING TO REMAIN.

2 REMOVE ALL PIPING HANGERS IN THIS AREA. TEMPORARILY SUPPORT PIPING FROM

FLOOR DURING REPLACEMENT AND WHILE CONCRETE REPAIR WORK IS PERFORMED.

INSTALL NEW PIPE HANGERS/SUPPORTS PER DETAILS ON THIS SHEET AND

SPECIFICATION SECTION 21 05 11. COORDINATE ALL WORK CLOSELY WITH CONCRETE

REPAIR CONTRACTOR.

3 PIPING IN THIS AREA WILL NOT BE SHUT DOWN. TAKE PRECAUTIONS NECESSARY TO

WORK AROUND PIPES WHILE IN OPERATION.

PIPE BASEMENT DRAWING INDEX - FIRE SUPPRESSION

SHEET DESCRIPTION

137-F100 PIPE BASEMENT PLAN - REMOVALS AND NEW WORK - FIRE

SUPPRESSION

N.T.S.Scale:

KEYPLAN

6 8 10

9 1110 12

1312 14 -16

1614 17 2219

8 1064 532 2 1/21 1/21 1 1/4THRU 3/4

7 7

7 98

NOTE: SEE SPECIFICATIONS FOR

DETAILED HANGER REQUIREMENTS

M A

X

FT.

FT.

IN.

TUBING

PIPE

NOM. SIZE

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

MAXIMUM PIPE/TUBING SUPPORT SPACING

HANGER ROD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

PROVIDE HIGH

COMPRESSIVE STRENGTH

INSULATION (9 PSF MIN.

DENSITY) UNDER

INSULATION SHIELD

INSULATION SHIELD

AT HANGER

SADDLE

WELD

1/2" DIA. HANGER

RODS WITH 36"

MAX. SPACING ON

EACH CHANNEL

1-5/8" 12 GAUGE CHANNEL

OR 2"x2"x1/4" ANGLE

BAND

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(8" MIN.)

ADJUSTABLE CLEVIS HANGER

TYPE 43 - SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER

TYPE 1 - SEE SPECIFICATIONS

SIDE VIEW TRAPEZE HANGER FOR UP TO

1000 LB. UNIFORM LOAD

PIPE HANGERS

LEGEND

"NOTE" SYMBOL (FOR NOTES ON SAME SHEET)

CLEANOUTCO

DIRECTION OF FLOW

SHUT-OFF VALVE (BALL)

DOMESTIC HOT WATER RETURN PIPE (DHWR)

DOMESTIC COLD WATER PIPE (DCW)

DOMESTIC HOT WATER PIPE (DHW)

SOIL AND OR WASTE PIPE (SP) OR (WP)

DHWR

DHW

DHW

R

S

U

T

9 10 11 12 13 14

Q

P

O

7a 9a

N

M

L

EA EA.6

W1

W3

W4

W5

WC.2

WD

W2

W4.5

WC

4"

4"

2"

3"

2"

1" 0.75"

2" 2"

1"

0.5"

2" 2"

0.75"

0.75"

0.75"

0.75"

2"

2"

2"

3"

4"

4"

4"

4" 4" 4"

4"

4"

2"

2"

2"

2"

2"

4"

4"

4"

4"

4"

2"

2"

2"

4"

4"

4"

4"

4"

4"

0.75" 0.75"

0.75" 2"

3"

0.75"

2"

3"

0.75"

0.75"

0.75"

2"

3"

0.75"

2"

3"

0.75"

2"

3"

0.75"

2"

3"

1.25"2" 2"

2" 0.75"

2" 3"

4" 4" 1.25"2"

1" 0.5"

2"

1"

0.5"

0.75"

0.75"

0.75"

0.75"

0.75"

0.75"

2"1"0.5"

1"

2"

D C

W D

H W

D H

W R

D C

W D

H W

D H

W R

D C

W D

H W

D H

W R

DHWR

DHW

DCW

DHWR

DHW

DCW

DCW

DCW

DHW

DCW

DHW

O

M A

M V

O

M A

M V

O

M A

M V

DCW

DHW

3 1

A A

Drawing Title

Approved: Project Director Location

Building Number

Project Title

Checked Drawn Drawing Number on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e-ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

A R C H I T E C T SJ O H N P O E

937 461 3290 PHONE

937 461 0260 FAX

jpa@johnpoe.com

ARCHITECT/ENGINEERS:CONSULTANTS:

RDC /

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, FLORIDA

32701

Heapy Project No.: 2011-04008

Date

Project No.

Dwg. of

RDC/JPA Project No.

06/05/2014

SCI Crawlspace Emergent Structural Repairs

11004.01

590-14-112

137C

/4

/2

:0

:2

A

M

PARTIAL PIPE BASEMENT PLAN -

AREA A REMOVALS AND NEW WORK -

PLUMBING

137-PP100A

DPBRLT

Hampton, Va.

N Scale: 1/8" = 1'-0"

PARTIAL PIPE BSMT. - AREA A

GENERAL NOTES:

A ALL PIPING IS SUPPORTED FROM THE UNDERSIDE OF STRUCTURE IN EXPOSED

STRUCTURE AREAS.

B EXISTING CONDITIONS SHOWN HAVE BEEN BASED UPON VISUAL OBSERVATION AND/

OR AVAILABLE DRAWING INFORMATION, AND MAY BE AT VARIANCE WITH ACTUAL WORK

IN PLACE. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS

AND FIELD VERIFY ALL CONDITIONS AFFECTING THE EXECUTION OF THE WORK. ANY

DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE WORK SHOWN ON THE

CONTRACT DOCUMENTS WHICH MAY IMPACT THE PROGRESS OF THE WORK SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER IN WRITING FOR

RESOLUTION BEFORE PROCEEDING WITH THE WORK.

C CONTRACTOR IS RESPONSIBLE TO DETERMINE CHARACTERISTICS OF CRAWLSPACE

AND WHAT VENTILATION, EQUIPMENT, PROTECTIVE DEVICES AND OPERATIONAL

CONSIDERATIONS ARE REQUIRED FOR REPAIR OPERATIONS.

D THE MAJORITY OF EXISTING PIPING REQUIRING REMOVAL AND REPLACEMENT OF

HANGERS, SUPPORTS AND PIPING INSULATION IS SHOWN. INCLUDE AN ADDITIONAL

25% (OF EACH SIZE AND TYPE) FOR HANGER/SUPPORT REMOVALS, NEW HANGER/

SUPPORT INSTALLATION, PIPING INSULATION REMOVALS, AND NEW PIPING INSULATION,

TO ACCOMMODATE INCIDENTAL PIPING THAT MAY NOT BE SHOWN BUT IS ASSOCIATED

WITH THE PROJECT SCOPE.

E REFER TO ARCHITECTURAL PLAN 137-A100 FOR INFORMATION REGARDING CRAWL-

SPACE ACCESS LOCATIONS.

F REFER TO DETAIL 7 ON STRUCTURAL DRAWING 137-S701 FOR REQUIREMENTS OF

SECURING HANGERS RODS IN CONCRETE.

G CONTRACTOR SHALL VIEW CRAWLSPACE AS A PERMIT REQUIRED CONFINED SPACE

AND FOLLOW ALL APPROPRIATE REQUIREMENTS FOR PERMIT REQUIRED CONFINED

SPACES OUTLINED IN MCM 00-45 DOCUMENT.

H REFER TO SPECIFICATION SECTION 02 82 11, TRADITIONAL ASBESTOS ABATEMENT,

FOR INSTRUCTIONS IF ASBESTOS SHOULD BE ENCOUNTERED IN PERFORMANCE OF

THIS WORK.

NOTES:

1 EXISTING TO REMAIN.

2 REMOVE ALL PIPING INSULATION IN THIS AREA. RE-INSULATE PIPING PER

SPECIFICATION SECTION 22 07 11.

3 REMOVE ALL PIPING HANGERS IN THIS AREA. TEMPORARILY SUPPORT PIPING FROM

FLOOR DURING REPLACEMENT AND WHILE CONCRETE REPAIR WORK IS PERFORMED.

INSTALL NEW PIPE HANGERS/SUPPORTS PER DETAILS ON THIS SHEET AND

SPECIFICATION SECTION 22 05 11. COORDINATE ALL WORK CLOSELY WITH CONCRETE

REPAIR CONTRACTOR.

4 AS PART OF BID ITEM 3 (DEDUCT ALTERNATE #2), CONTRACTOR SHALL PERFORM ALL

WORK AS NOTED EXCEPT IN LIEU OF REPLACING ALL DOMESTIC WATER PIPING

INSULATION WITHIN THE PIPE BASEMENT, REPLACE THE DOMESTIC WATER PIPING

INSULATION ONLY WHERE REMOVING EXISTING HANGERS AND INSTALLING NEW

HANGERS (APPROXIMATELY 2 FT. AT EACH HANGER). REFER TO SPECIFICATION

SECTION 22 07 11 FOR INSULATION INFORMATION.

5 PLUMBING PIPING IN THIS AREA WILL NOT BE SHUT DOWN. TAKE PRECAUTIONS

NECESSARY TO WORK AROUND PIPES WHILE IN OPERATION.

PIPE BASEMENT DRAWING INDEX - PLUMBING

SHEET DESCRIPTION

137-PP100A PARTIAL PIPE BASEMENT PLAN - AREA A REMOVALS AND NEW

WORK - PLUMBING

137-PP100B PARTIAL PIPE BASEMENT PLAN - AREA B REMOVALS AND

NEW WORK - PLUMBING

N.T.S.Scale:

U

V

W

X

Y

Z

AA

BB

CC

9 10 11 12 13 14 158

W9

W6

WD

W5.9

M V

M A

O

M V

M A

O

M V

M A

O

4"

0.75"

0.75"

2" 2"2"

4"

4"

4"

0.75"

0.75"

0.75"

4"

0.75"

0.75"

0.75"

0.75" 4"

4"

1.5"

4"

0.75"

4"

4"

1.5" 1"

0.5"

2"

1" 0.5"

2"

1.25"

0.75" 1.25"

1.25"

2" 1"

0.75"

0.75"

0.75" 1"

0.75"4" 2"

4"

4"

2"

4"

4"

2"

2"

3" 3"

2"

2"

2"

4"

4"

4"

4" 4"

0.5" 1"

1.5"

0.75"

2"

4"

4"

4"

4"4"

1.5"

2"

2"

4"

4"

1"

1"

2"

2"

2"

2"

2"

2"

4"

0.75"

2"

3"

0.75"

2"

2.5"

0.75"

0.75"

1.25"

2.5"

D C

W D

H W

D H

W R

D C

W D

H W

D H

W R

DHWR

DHW

DCW

DCW

DHW

DHWR

D C

W

D C

W

D C

W

DHW

DCW

DHW

B B

Drawing Title

Approved: Project Director Location

Building Number

Project Title

Checked Drawn Drawing Number on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e-ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

A R C H I T E C T SJ O H N P O E

937 461 3290 PHONE

937 461 0260 FAX

jpa@johnpoe.com

ARCHITECT/ENGINEERS:CONSULTANTS:

RDC /

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, FLORIDA

32701

Heapy Project No.: 2011-04008

Date

Project No.

Dwg. of

RDC/JPA Project No.

06/05/2014

SCI Crawlspace Emergent Structural Repairs

11004.01

590-14-112

137C

/4

/2

:0

:2

A

M

PARTIAL PIPE BASEMENT PLAN -

AREA B REMOVALS AND NEW WORK -

PLUMBING

137-PP100B

DPBRLT

Hampton, Va.

N Scale: 1/8" = 1'-0"

PARTIAL PIPE BSMT - AREA B

GENERAL NOTES:

A REFER TO SHEET 137-PP100A FOR GENERAL NOTES, LEGEND AND DRAWNG INDEX.

NOTES:

1 EXISTING TO REMAIN.

2 REMOVE ALL PIPING INSULATION IN THIS AREA. RE-INSULATE PIPING PER

SPECIFICATION SECTION 22 07 11.

3 REMOVE ALL PIPING HANGERS IN THIS AREA. TEMPORARILY SUPPORT PIPING FROM

FLOOR DURING REPLACEMENT AND WHILE CONCRETE REPAIR WORK IS PERFORMED.

INSTALL NEW PIPE HANGERS/SUPPORTS PER DETAILS ON THIS SHEET AND

SPECIFICATION SECTION 22 05 11. COORDINATE ALL WORK CLOSELY WITH CONCRETE

REPAIR CONTRACTOR.

4 AS PART OF BID ITEM 3 (DEDUCT ALTERNATE #2), CONTRACTOR SHALL PERFORM ALL

WORK AS NOTED EXCEPT IN LIEU OF REPLACING ALL DOMESTIC WATER PIPING

INSULATION WITHIN THE PIPE BASEMENT, REPLACE THE DOMESTIC WATER PIPING

INSULATION ONLY WHERE REMOVING EXISTING HANGERS AND INSTALLING NEW

HANGERS (APPROXIMATELY 2 FT. AT EACH HANGER). REFER TO SPECIFICATION

SECTION 22 07 11 FOR INSULATION INFORMATION.

5 PLUMBING PIPING IN THIS AREA WILL NOT BE SHUT DOWN. TAKE PRECAUTIONS

NECESSARY TO WORK AROUND PIPES WHILE IN OPERATION.

N.T.S.Scale:

6 8 10

9 1110 12

1312 14 -16

1614 17 2219

8 1064 532 2 1/21 1/21 1 1/4THRU 3/4

7 7

7 98

NOTE: SEE SPECIFICATIONS FOR

DETAILED HANGER REQUIREMENTS

M A

X

FT.

FT.

IN.

TUBING

PIPE

NOM. SIZE

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

MAXIMUM PIPE/TUBING SUPPORT SPACING

HANGER ROD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

PROVIDE HIGH

COMPRESSIVE STRENGTH

INSULATION (9 PSF MIN.

DENSITY) UNDER

INSULATION SHIELD

INSULATION SHIELD

AT HANGER

SADDLE

WELD

1/2" DIA. HANGER

RODS WITH 36"

MAX. SPACING ON

EACH CHANNEL

1-5/8" 12 GAUGE CHANNEL

OR 2"x2"x1/4" ANGLE

BAND

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(8" MIN.)

ADJUSTABLE CLEVIS HANGER

TYPE 43 - SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER

TYPE 1 - SEE SPECIFICATIONS

SIDE VIEW TRAPEZE HANGER FOR UP TO

1000 LB. UNIFORM LOAD

PIPE HANGERS

UP

UP

CLEAN OUT

AS AN AID IN COORDINATING THE VARIOUS TRADES.)

LISTED SIZE OF PIPE OR EQUIPMENT ITEM. (TO BE USED

APPROXIMATE ELEVATION FROM FLOOR TO CENTER OF

BUTTERFLY VALVE

BALL VALVE

EX. EXISTING

DIRECTION OF FLOW

SIDE CONNECTION

RISE OR DROP IN PIPE

BOTTOM CONNECTION, 45 DEG. OR 90 DEG.

TOP CONNECTION, 45 DEG. OR 90 DEG.

GATE VALVE

CO

HEATING HOT WATER RETURN

HEATING HOT WATER SUPPLY

MEDIUM PRESSURE STEAM CONDENSATE RETURN

MEDIUM PRESSURE STEAM (16 PSIG THRU 59 PSIG)

HWS

HWR

MPS

MPR

HEATING

MAXIMUM

(16 PSIG THRU 59 PSIG)

MEDIUM PRESSURE STEAM SUPPLY

MEDIUM PRESSURE STEAM CONDENSATE RETURNMPR

MAX

NOM

MIN

MPS

NOMINAL

MINIMUM

HIGH PRESSURE STEAM SUPPLY (60 PSIG & ABOVE)

HIGH PRESSURE STEAM CONDENSATE RETURNHPR

HPS

FLR. FLOOR

CHILLED WATER RETURN

CHILLED WATER SUPPLYCHS

CHR

AIR CONDITIONING

DEGREEDEG

DIAMETERDIA

F FAHRENHEIT

FT FEET

CHILLED WATER RETURNCHR

CHILLED WATER SUPPLYCHS

HEATING HOT WATER RETURNHWR

HEATING HOT WATER SUPPLYHWS

INCHESIN

HIGH PRESSURE STEAM CONDENSATE RETURN

HIGH PRESSURE STEAM (60 PSIG AND ABOVE)HPS

HPR

PIPE UP

PIPE DOWN

9'-6"

COR CONTRACTING OFFICERS REPRESENTATIVE

GENERAL

PIPING EXTENDS IN SAME DIRECTION

PIPING SYMBOLS

GENERAL

VALVES

ABBREVIATIONS

BB

AA

Z

Y

X

W

V

U

T

S

R

7 9 10 12 13 14 15

Q

P

O

CHR

4"

H W

S C

H R

C H

S

3" 4"4"3"

CHS

4"

HWR

2.5"

HWS

2.5"

1.5"

4"

1.5"

4"

H P

R H

P S

C H

R C

H S

4"4"

C H

S C

H R

CHS

CHR

M P

R M

P S

MPSMPR

H P

R H

P S

H W

S H

W R

C H

S C

H R

HWR

HWS

2.5"2.5"

MPS

1.5"

3"3"

M P

R M

P S

1" 1.5"

2"2"

4"4"

1" 1.5"

4" 4" 1.5"

1"

1"

1.25"

CHR

CHS

MPR

2"2"

1"

1 1

3 4

5 8

3 4

5 8

H W

R

Drawing Title

Approved: Project Director Location

Building Number

Project Title

Checked Drawn Drawing Number on e-ei gh th in ch o ne fo ot on e-qu ar te r i nc h on e fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e-ha lf in ch es o ne fo ot th re e in ch es o ne fo ot

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

A R C H I T E C T SJ O H N P O E

937 461 3290 PHONE

937 461 0260 FAX

jpa@johnpoe.com

ARCHITECT/ENGINEERS:CONSULTANTS:

RDC /

524 FERNWOOD DRIVE

ALTAMONTE SPRINGS, FLORIDA

32701

Heapy Project No.: 2011-04008

Date

Project No.

Dwg. of

RDC/JPA Project No.

06/05/2014

SCI Crawlspace Emergent Structural Repairs

11004.01

590-14-112

137C

/4

/2

:2

:2

A

M

PIPE BASEMENT PLAN REMOVALS

AND NEW WORK - HVAC

137-MP100

PCWDLE

Hampton, VA.

1. EXISTING PIPING TO REMAIN.

2. PIPING (SUPPLY AND RETURN) UP TO FIRST FLOOR AND ROOF.

3. REMOVE ALL PIPING INSULATION IN THIS AREA. RE-INSULATE PIPING PER

SPECIFICATION SECTION 23 07 11.

4. REMOVE ALL PIPING HANGERS IN THIS AREA. TEMPORARILY SUPPORT

PIPING FROM FLOOR DURING REPLACEMENT AND WHILE CONCRETE REPAIR

WORK IS PERFORMED. INSTALL NEW PIPE HANGERS/SUPPORTS PER

DETAILS ON THIS SHEET AND SPECIFICATION SECTION 23 05 11.

COORDINATE ALL WORK CLOSELY WITH CONCRETE REPAIR CONTRACTOR.

5. AS PART OF BID ITEM 2 (DEDUCT ALTERNATE #1), CONTRACTOR SHALL

PERFORM ALL WORK AS NOTED EXCEPT IN LIEU OF REPLACING ALL HVAC

HYDRONIC, STEAM AND CONDENSATE PIPING INSULATION WITHIN THE PIPE

BASEMENT, REPLACE THE HVAC HYDRONIC, STEAM AND CONDENSATE

PIPING INSULATION ONLY WHERE REMOVING EXISTING HANGERS AND

INSTALLING NEW HANGERS (APPROXIMATELY 2 FT. AT EACH HANGER).

REFER TO SPECIFICATION SECTION 23 07 11 FOR INSULATION INFORMATION.

6. NEW PIPING TO BE INSTALLED UNDER PROJECT RENOVATE/EXPAND SCI

PHASE II, 590-911. NO WORK REQUIRED.

7. CHILLED WATER PIPING INSULATION WORK SHALL OCCUR WHEN THE

CHILLED WATER CAN BE SHUT DOWN. COORDINATE ALL/ANY OUTAGES

WITH COR.

8. STEAM AND CONDENSATE PIPING INSULATION WORK SHALL OCCUR WHEN

THE STEAM SERVICE CAN BE SHUT DOWN. COORDINATE ALL/ANY OUTAGES

WITH COR.

NOTES

GENERAL NOTES

1. THESE NOTES APPLY EQUALLY TO THE FULL SET OF DOCUMENTS.

2. INCLUDE ALL WORK NECESSARY TO ACCOMMODATE PHASING. COORDINATE

WITH ALL OTHER TRADES.

3. INSULATE PIPING WHERE EXISTING INSULATION HAS BEEN DAMAGED AND/OR

REMOVED IN THE PERFORMANCE OF WORK IN THIS PROJECT.

4. THE CONTRACTORS SHALL REFER TO ALL SPECIFICATION SECTIONS AND

THESE DRAWINGS FOR DETAILS OF BUILDING CONSTRUCTION TO ENSURE

SPACE AND SATISFACTORY ARRANGEMENT FOR THEIR WORK. THE VARIOUS

DRAWINGS COMPRISING THE SET ARE INTERDEPENDENT AND MUST BE USED

JOINTLY AT ALL TIMES. EACH CONTRACTOR SHALL REFER TO THE GENERAL

REQUIREMENTS OF THE CONTRACT. THE NOTES AND SYMBOLS INDICATED

ON THE DRAWINGS ARE FOR THE GUIDANCE OF ALL TRADES INVOLVED IN THE

PROJECT AND MUST BE FOLLOWED TO EXECUTE THE WORK AS INTENDED. IF

DISCREPANCIES OCCUR, CONTACT THE COR THRU THE CONTRACTING

OFFICER FOR CLARIFICATION BEFORE PROCEEDING.

5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,

THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR

THE CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY DURING PERFORMANCE OF THE WORK. THIS WILL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. SEE

SPECIFICATIONS FOR MORE SPECIFIC DETAILS ON RESPONSIBILITIES.

6. ALL WORK MUST BE COORDINATED WITH THE CONTRACTING OFFICER AND

COR TO MAINTAIN OPERATION OF THE EXISTING FACILITY.

7. EACH CONTRACTOR SHALL COORDINATE HIS WORK WITH THE…