36C24619R0012-003.pdf

PDF 18 MB Posted Oct 25, 2018

Attached to: Fire Pump and Equipment Room Federal contract opportunity
Solicitation number: 36C24619R0012
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 6

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36C24619R0012 Drawings Fire Pump Equip Rm.pdf

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36C24619R0012_0002.docx	DOCX document	Dec 13, 2018
36C24619R0012-0001000.docx	DOCX document	Nov 13, 2018
36C24619R0012-002.xlsx	XLSX spreadsheet	Oct 25, 2018
36C24619R0012-005.pdf	PDF	Oct 25, 2018
36C24619R0012-001.docx	DOCX document	Oct 25, 2018
36C24619R0012-004.pdf	PDF	Oct 25, 2018
36C24619R0012-000.docx	DOCX document	Oct 25, 2018

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I 85

BUS

HILLSBOROUGH RD

H I L

L A

N D

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F U

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O N

DURHAM

VA MEDICAL

CENTER

W. CLUB BLVD.

B R

O A

B R

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VA MEDICAL CENTER

BLDG. 1

PARKING

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E L F

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Department of

VETERANS AFFAIRS

VA MEDICAL CENTER

DURHAM, NORTH CAROLINA

CORRECT FIRE PUMP AND EQUIPMENT ROOM

PROJECT # 558.17.200

7847 Grimsby Circle

Harrisburg, NC 28075

Phone: 704.456.8840 www.sigmund3d.com www.atriaxgroup.com

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

T: 828.315.9962

F: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

FINAL CONSTRUCTION DOCUMENTS - FOR BIDDING PURPOSES ONLY

6277-600 Carolina Commons Dr., #350

Indian Land, SC 29707

Phone: 803.207.5450 djones@qualityconsultingengineers.com

Quality Consulting

Engineers, PLLC

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #17013

7847 Grimsby Circle

Harrisburg, NC 28075

Phone: 704.456.8840 www.sigmund3d.com

NORT H CA ROL I N

ARD H . HENSO

I CKORY , N . C

TERED ARCHITECT

7/3/2018

UNITED STAT ES OF AMERIC

ASNARETEVFOTNEMTRAPE

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VICINITY MAP: NTS

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CAMPUS MAP: NTS

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COVER SHEET

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VICINITY / CAMPUS MAPS

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DRAWING INDEX

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GI001

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TLR

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AutoCAD SHX Text DRAWING INDEX GI001 COVER SHEET - VICINITY/CAMPUS MAPS - DRAWING INDEX COVER SHEET - VICINITY/CAMPUS MAPS - DRAWING INDEX GI101 LIFE SAFETY PLAN LIFE SAFETY PLAN AD101 GENERAL DEMOLITION PLANS GENERAL DEMOLITION PLANS AD701 PHOTOGRAPHS PHOTOGRAPHS AD702 PHOTOGRAPHS PHOTOGRAPHS AE101 FLOOR PLAN AND NEW WORK NOTES FLOOR PLAN AND NEW WORK NOTES AE701 PHOTOGRAPHS PHOTOGRAPHS M001 MECHANICAL GENERAL NOTES, LEGEND AND SCHEDULES MECHANICAL GENERAL NOTES, LEGEND AND SCHEDULES M101 FLOOR PLAN - MECHANICAL NEW WORK FLOOR PLAN - MECHANICAL NEW WORK M201 MECHANICAL DETAILS MECHANICAL DETAILS E001 ELECTRICAL - COVER SHEET ELECTRICAL - COVER SHEET ED101 ELECTRICAL - BASEMENT FLOOR PLANS - DEMOLITION ELECTRICAL - BASEMENT FLOOR PLANS - DEMOLITION EP101 ELECTRICAL - NEW WORK PLANS - NEW WORK ELECTRICAL - NEW WORK PLANS - NEW WORK E601 ELECTRICAL - RISER DIAGRAMS ELECTRICAL - RISER DIAGRAMS

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AFGE

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VA FORM 08-6231

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AutoCAD SHX Text 558-17-200

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DURHAM VAHCS

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DURHAM,

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CORRECT FIRE PUMP

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AND EQUIPMENT ROOM

AutoCAD SHX Text July 03, 2018

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SEAL

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NORTH

7847 Grimsby Circle

Harrisburg, NC 28075

Phone: 704.456.8840 www.sigmund3d.com www.atriaxgroup.com

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

T: 828.315.9962

F: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

FINAL CONSTRUCTION DOCUMENTS - FOR BIDDING PURPOSES ONLY

6277-600 Carolina Commons Dr., #350

Indian Land, SC 29707

Phone: 803.207.5450 djones@qualityconsultingengineers.com

Quality Consulting

Engineers, PLLC

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #17013

7847 Grimsby Circle

Harrisburg, NC 28075

Phone: 704.456.8840 www.sigmund3d.com

NORT H CA ROL I N

ARD H . HENSO

I CKORY , N . C

TERED ARCHITECT

7/3/2018

56' - FROM REMOTE LOCATION 1

TO OUT OF PROJECT AREA

REMOTE LOCATION 1 REMOTE LOCATION 2

47' - FROM REMOTE LOCATION 2

TO OUT OF PROJECT AREA

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LIFE SAFETY PLAN

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GI101

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TLR

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LEGEND

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LIFE SAFTEY PLAN

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1 HR RATED WALL

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VA FORM 08-6231

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AutoCAD SHX Text 558-17-200

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DURHAM VAHCS

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DURHAM,

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CORRECT FIRE PUMP

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AND EQUIPMENT ROOM

AutoCAD SHX Text July 03, 2018

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SEAL

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NORTH

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MECH RM CB016

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CORRIDOR

PROJECT LIMITS OF WORK

www.atriaxgroup.com

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

T: 828.315.9962

F: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

FINAL CONSTRUCTION DOCUMENTS - FOR BIDDING PURPOSES ONLY

6277-600 Carolina Commons Dr., #350

Indian Land, SC 29707

Phone: 803.207.5450 djones@qualityconsultingengineers.com

Quality Consulting

Engineers, PLLC

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #17013

7847 Grimsby Circle

Harrisburg, NC 28075

Phone: 704.456.8840 www.sigmund3d.com

NORT H CA ROL I N

ARD H . HENSO

I CKORY , N . C

TERED ARCHITECT

7/3/2018

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GENERAL DEMOLITION PLANS

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AD101

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TLR

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LEGEND

AutoCAD SHX Text SHEET DEMOLITION KEYNOTES 1. REMOVE EXISTING VACUUM TUBES FROM WITHIN MECHANICAL ROOM CB016 BACK TO THE NEXT REMOVE EXISTING VACUUM TUBES FROM WITHIN MECHANICAL ROOM CB016 BACK TO THE NEXT SUPPORT IN ROOM CB003 AND CAP TUBES. SEE NOTE 1 AND PHOTOGRAPH ON SHEET AD701. 2. NOT USED. NOT USED. 3. REMOVE PLASTIC DRAIN LINES. SEE NOTE 3 AND PHOTOGRAPH ON SHEET AD701. REMOVE PLASTIC DRAIN LINES. SEE NOTE 3 AND PHOTOGRAPH ON SHEET AD701. 4. REMOVE VACUUM LINES AND SUPPORT BRACKET. SEE NOTE 4 AND PHOTOGRAPH ON SHEET AD701. REMOVE VACUUM LINES AND SUPPORT BRACKET. SEE NOTE 4 AND PHOTOGRAPH ON SHEET AD701. 5. REMOVE ELECTRICAL BOX, CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 5A REMOVE ELECTRICAL BOX, CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 5A AND 5B AND PHOTOGRAPHS ON SHEET AD701. 6. REMOVE CONDUIT, WIRES AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 6A AND 6B REMOVE CONDUIT, WIRES AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 6A AND 6B AND PHOTOGRAPHS ON SHEET AD701. 7. REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 7A AND 7B AND REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 7A AND 7B AND 34" CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 7A AND 7B AND PHOTOGRAPHS ON SHEET AD701. 8. REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 8A AND 8B AND REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 8A AND 8B AND 34" CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 8A AND 8B AND PHOTOGRAPHS ON SHEET AD701. 9. REMOVE 1" CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. CUT AND CAP CONDUIT AT REMOVE 1" CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. CUT AND CAP CONDUIT AT SOUTH WALL. SEE NOTES 9A AND 9B AND PHOTOGRAPHS ON SHEET AD701. 10. REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 10A AND 10B AND REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 10A AND 10B AND 12" CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 10A AND 10B AND CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 10A AND 10B AND PHOTOGRAPHS ON SHEET AD701. 11. REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. 12" CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. 12. REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 12A AND 12B AND REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 12A AND 12B AND 12" CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 12A AND 12B AND PHOTOGRAPHS ON SHEET AD701. 13. REMOVE CAT5 WIRE AND ASSOCIATED CONDUIT, SUPPORT BRACKETS AND PATCH HOLES. THE CAT5 REMOVE CAT5 WIRE AND ASSOCIATED CONDUIT, SUPPORT BRACKETS AND PATCH HOLES. THE CAT5 WIRE ENTERS AND EXITS THE PANEL AT 13E. WIRE IS NOT CONNECTED TO ANYTHING IN THE PANEL. REMOVE THE CONDUIT FROM THE TOP OF THE PANEL AND CAP THE OPENING. SEE NOTES 13A THROUGH 13E AND PHOTOGRAPHS ON SHEET AD702. 14. REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. CUT AND CAP THE CONDUIT REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. CUT AND CAP THE CONDUIT 12" CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. CUT AND CAP THE CONDUIT AT SOUTH WALL. SEE NOTES 14A AND 14B AND PHOTOGRAPHS ON SHEET AD702. 15. REMOVE " CONDUIT. SEE NOTE 15 AND PHOTOGRAPH ON SHEET AD702. REMOVE " CONDUIT. SEE NOTE 15 AND PHOTOGRAPH ON SHEET AD702. 34" CONDUIT. SEE NOTE 15 AND PHOTOGRAPH ON SHEET AD702. 16. REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. CUT AND CAP THE CONDUIT REMOVE " CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. CUT AND CAP THE CONDUIT 12" CONDUIT AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. CUT AND CAP THE CONDUIT AT SOUTH WALL. SEE NOTES 16A AND 16B AND PHOTOGRAPHS ON SHEET AD702. 17. REMOVE " CONDUIT, JUNCTION BOX, AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES REMOVE " CONDUIT, JUNCTION BOX, AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 34" CONDUIT, JUNCTION BOX, AND CONDUIT SUPPORT BRACKETS, PATCH HOLES. SEE NOTES 17A AND 17B AND PHOTOGRAPHS ON SHEET AD702. 18. REMOVE WOOD SHELVING. SEE NOTE 18 AND PHOTOGRAPH ON SHEET AD702. REMOVE WOOD SHELVING. SEE NOTE 18 AND PHOTOGRAPH ON SHEET AD702. 19. REMOVE ALL EXISTING STRAINERS, CLEAN OUT DEBRIS, ENSURE DRAINS ARE DRAINING, AND REPLACE REMOVE ALL EXISTING STRAINERS, CLEAN OUT DEBRIS, ENSURE DRAINS ARE DRAINING, AND REPLACE AND SECURE STRAINER. SEE NOTE 19 AND PHOTOGRAPH ON SHEET AD702. 20. REMOVE EXISTING PROPELLER FAN IN WINDOW OPENING AND PREPARE OPENING FOR INSTALLATION OF REMOVE EXISTING PROPELLER FAN IN WINDOW OPENING AND PREPARE OPENING FOR INSTALLATION OF NEW FAN. SEE MECHANICAL PLANS FOR FAN INFORMATION. ALL EXISTING PIPING AND VENTS THROUGH THE WINDOW OPENING SHALL REMAIN AS IS. 21. REMOVE 1,400 LINEAR FEET OF PIPE INSULATION IN CB016. IN THE EVENT THAT THE LENGTH OF REMOVE 1,400 LINEAR FEET OF PIPE INSULATION IN CB016. IN THE EVENT THAT THE LENGTH OF INSULATION IN THE ROOM EXCEEDS 1,400 LINEAR FEET, COORDINATE LOCATION WHERE INSULATION IS TO BE REMOVED WITH VA COR. 22. CUT OPENINGS IN EXISTING WALL FOR HVAC DUCT AND SLEEVE. COORDINATE OPENING SIZE TO CUT OPENINGS IN EXISTING WALL FOR HVAC DUCT AND SLEEVE. COORDINATE OPENING SIZE TO ACCOMMODATE HVAC AND FIRESTOPPING REQUIREMENTS AND HEIGHT AS NECESSARY FOR DUCT INSTALLATION .REQUIREMENTS IN CANTEEN STORAGE AREA. 23. EXISTING PIPE. COORDINATE OPENINGS FOR HVAC DUCTS AND GRILLES TO AVOID CONFLICTS WITH ANY EXISTING PIPE. COORDINATE OPENINGS FOR HVAC DUCTS AND GRILLES TO AVOID CONFLICTS WITH ANY EXISTING PENETRATIONS, PIPING, EQUIPMENT, ETC.

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GENERAL DEMOLITION

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MECHANICAL

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AutoCAD SHX Text GENERAL NOTES 1. THE SCOPE OF THIS PORTION OF THIS PROJECT IS TO GENERALLY CLEAN MECHANICAL ROOM THE SCOPE OF THIS PORTION OF THIS PROJECT IS TO GENERALLY CLEAN MECHANICAL ROOM CB0016, MAKE MINOR REPAIRS, AND REMOVE ABANDONED PIPING, COMMUNICATIONS LINES, AND CONDUIT. WORK ALSO INCLUDES REPAIRING DRAIN LINES, SEALING THE RATED WALLS, PAINTING THE ROOM INTERIOR, AND COATING THE FLOOR. SOME OF THE WORK SHOWN IN THE PLAN VIEWS IS CONSIDERED TO BE MORE GENERAL IN NATURE, HOWEVER FIRE PROTECTION, MECHANICAL, AND ELECTRICAL WORK SHOULD BE PERFORMED BY WORKERS LICENSED IN THEIR RESPECTIVE TRADES. 2. CANTEEN STORAGE AREA IS A SECURE SPACE. CONTRACTOR SHALL COORDINATE CLOSELY WITH VA CANTEEN STORAGE AREA IS A SECURE SPACE. CONTRACTOR SHALL COORDINATE CLOSELY WITH VA COR FOR ACCESS TO THE SPACE AND TO ENSURE SPACE REMAINS SECURE DURING CONSTRUCTION UNTIL SECURITY BARS IN DUCTS ARE INSTALLED. 3. VA PROVIDED THE DESIGN TEAM WITH THE INSPECTION FOR LEAD BASED PAINTS DATED 2/2/2012 VA PROVIDED THE DESIGN TEAM WITH THE INSPECTION FOR LEAD BASED PAINTS DATED 2/2/2012 AND RE-INSPECTION FOR ASBESTOS CONTAINING MATERIALS DATED 10/24/2017. INSPECTIONS SHOW NO PRESENCE OF LEAD BASED PAINT OR ASBESTOS-CONTAINING MATERIALS IN THE WORK AREAS. CONTRACTOR SHOULD REQUEST COPIES OF THESE REPORTS FROM VA FOR CONFIRMATION. 4. WALLS OF MECHANICAL ROOM CB016 ARE 1-HOUR FIRE RATED. ANY AND ALL OPENINGS THAT REMAIN IN WALLS OF MECHANICAL ROOM CB016 ARE 1-HOUR FIRE RATED. ANY AND ALL OPENINGS THAT REMAIN IN THE WALLS AND CEILING FOLLOWING DEMOLITION SHALL BE PATCHED BASED ON THE UL DETAIL THAT APPLIES TO THAT OPENING. 5. CONTRACTOR TO CONDUCT ON SITE MEETING WITH THE VA COR TO CONFIRM EACH AND EVERY CONDUIT CONTRACTOR TO CONDUCT ON SITE MEETING WITH THE VA COR TO CONFIRM EACH AND EVERY CONDUIT AND CABLE TO BE DEMOLISHED PRIOR TO PERFORMING WORK TO CONFIRM THAT THEY ARE NOT ACTIVE. UPON CONFIRMATION, CONTRACTOR, SHALL REMOVE ALL CONDUIT AS INDICATED ON NOTES, PLANS AND PHOTOGRAPHS. THIS INCLUDES, BUT IS NOT LIMITED TO: RACEWAYS, BOXES, FITTINGS, AND SUPPORTS WITHIN THE MECHANICAL ROOM. FIRECAULK OR SEAL REMAINING MECHANICAL ROOM WALL PENETRATIONS ACCORDING TO THE WALL RATING AND APPLICATION REQUIRED. REMOVE ALL ASSOCIATED WIRING COMPLETELY, OR BACK TO NEXT ACTIVE CIRCUIT OR ACTIVE PIECE OF EQUIPMENT TO REMAIN. 6. SHEETS AD701 AND AD702 SHOW PHOTOGRAPHS OF EXISTING CONDITIONS FOR REFERENCE.SHEETS AD701 AND AD702 SHOW PHOTOGRAPHS OF EXISTING CONDITIONS FOR REFERENCE.

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1 HR FIRE BARRIER

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DURHAM VAHCS

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DURHAM,

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CORRECT FIRE PUMP

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AND EQUIPMENT ROOM

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SEAL

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PROJECT LIMITS OF WORK

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NORTH

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MECH RM CB016

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MECH RM CB003

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CANTEEN STORAGE AREA

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MECH RM CB016

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CORRIDOR

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CANTEEN STORAGE AREA

PROJECT LIMITS OF WORK

7847 Grimsby Circle

Harrisburg, NC 28075

Phone: 704.456.8840 www.sigmund3d.com www.atriaxgroup.com

Atriax, pllc

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

T: 828.315.9962

F: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

FINAL CONSTRUCTION DOCUMENTS - FOR BIDDING PURPOSES ONLY

6277-600 Carolina Commons Dr., #350

Indian Land, SC 29707

Phone: 803.207.5450 djones@qualityconsultingengineers.com

Quality Consulting

Engineers, PLLC

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #17013

7847 Grimsby Circle

Harrisburg, NC 28075

Phone: 704.456.8840 www.sigmund3d.com

NORT H CA ROL I N

ARD H . HENSO

I CKORY , N . C

TERED ARCHITECT

7/3/2018

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AD701

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TLR

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VA FORM 08-6231

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DURHAM VAHCS

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DURHAM,

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CORRECT FIRE PUMP

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AND EQUIPMENT ROOM

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SEAL

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SEE AD101 KEYNOTE 1 - REMOVE VACUUM TUBES

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SEE AD101 KEYNOTE 3 - REMOVE DRAIN LINES AS DESCRIBED.

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SEE AD101 KEYNOTE 4 - REMOVE VACUUM LINES

AutoCAD SHX Text SEE AD101 KEYNOTE 5A & B - REMOVE ELECTRICAL BOX, CONDUIT, SUPPORT BRACKETS AND CAP AT CEILING.

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SEE AD101 KEYNOTE 7A & B - REMOVE CONDUIT, SUPPORT BRACKETS AND PATCH HOLES.

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SEE AD101 KEYNOTE 8A & B - REMOVE CONDUIT, SUPPORT BRACKETS AND PATCH HOLES.

AutoCAD SHX Text SEE AD101 KEYNOTE 9A & B - REMOVE CONDUIT, SUPPORT BRACKETS AND PATCH HOLES. CAP AT SOUTH WALL.

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SEE AD101 KEYNOTE 10A & B - REMOVE CONDUIT, SUPPORT BRACKETS AND PATCH HOLES.

SEE AD101 KEYNOTE 12A & B - REMOVE CONDUIT, SUPPORT BRACKETS AND PATCH HOLES.

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

T: 828.315.9962

F: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

FINAL CONSTRUCTION DOCUMENTS - FOR BIDDING PURPOSES ONLY

6277-600 Carolina Commons Dr., #350

Indian Land, SC 29707

Phone: 803.207.5450 djones@qualityconsultingengineers.com

Quality Consulting

Engineers, PLLC

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #17013

7847 Grimsby Circle

Harrisburg, NC 28075

Phone: 704.456.8840 www.sigmund3d.com

NORT H CA ROL I N

ARD H . HENSO

I CKORY , N . C

TERED ARCHITECT

7/3/2018

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AD702

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VA FORM 08-6231

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DURHAM VAHCS

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DURHAM,

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CORRECT FIRE PUMP

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AND EQUIPMENT ROOM

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SEAL

AutoCAD SHX Text SEE AD101 KEYNOTE 13A & B - REMOVE CAT5 WIRE, ASSOCIATED CONDUIT, SUPPORT BRACKETS, PATCH HOLES.

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SEE AD101 KEYNOTE 15 - REMOVE '5' CONDUIT AND 'E' SUPPORT BRACKET.

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SEE AD101 KEYNOTE 18 - EXISTING WOODEN SHELVING TO BE REMOVED.

SEE AD101 KEYNOTE 19 - REMOVE STRAINERS, CLEAN OUT DEBRIS, REMOVE STRAINERS, CLEAN OUT DEBRIS, ENSURE DRAINS ARE DRAINING, ADD NEW STRAINERS AND SECURE.

102 3rd Avenue, NE

PO Box 1629, Hickory, NC 28603

T: 828.315.9962

F: 828.315.9964

NC Engineering License No.: P-0214

NC Architectural License No.: 51254

FINAL CONSTRUCTION DOCUMENTS - FOR BIDDING PURPOSES ONLY

6277-600 Carolina Commons Dr., #350

Indian Land, SC 29707

Phone: 803.207.5450 djones@qualityconsultingengineers.com

Quality Consulting

Engineers, PLLC

QCE ENGINEERING LICENSE #P-1184, QCE PROJ #17013

7847 Grimsby Circle

Harrisburg, NC 28075

Phone: 704.456.8840 www.sigmund3d.com

NORT H CA ROL I N

ARD H . HENSO

I CKORY , N . C

TERED ARCHITECT

7/3/2018

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FLOOR PLAN

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AND NEW WORK NOTES

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AE101

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AutoCAD SHX Text SHEET NEW WORK KEYNOTES 1. PATCH WALL WHERE PIPES WERE REMOVED IN ACCORD WITH UL SYSTEM NO. PATCH WALL WHERE PIPES WERE REMOVED IN ACCORD WITH UL SYSTEM NO. C-AJ-0074 REQUIREMENTS AS SHOWN ON THIS SHEET. SEE NOTE 1 AND SEE NOTE 1 AND PHOTOGRAPH ON SHEET AD701. 2. SEAL PIPE AND PIPE SLEEVE IN ACCORD WITH UL SYSTEM NO. C-AJ-8001. SEAL PIPE AND PIPE SLEEVE IN ACCORD WITH UL SYSTEM NO. C-AJ-8001. SEE NOTE 2 AND PHOTOGRAPH ON SHEET AE701. 3. REPLACE PLASTIC DRAIN LINES WITH THE SAME MATERIAL AND SIZE. BUNDLE REPLACE PLASTIC DRAIN LINES WITH THE SAME MATERIAL AND SIZE. BUNDLE LINES TOGETHER FROM THE SOURCE TO THE FLOOR DRAIN. THREAD BUNDLED LINES THROUGH PVC OR SIMILAR RIGID MATERIAL DIRECTED TO DISCHARGE INTO FLOOR DRAIN. SECURE DRAIN LINE COVER TO CONCRETE FLOOR. 4. NEW CONCRETE PAD 4" HIGH AND EXTEND 6" PAST THE FOOTPRINT OF THE FP NEW CONCRETE PAD 4" HIGH AND EXTEND 6" PAST THE FOOTPRINT OF THE FP CONTROLLER, IN ALL DIRECTIONS. USE 4,000 PSI CONCRETE, CHAMFERED CORNERS. REINFORCE WITH #4 REBAR TIED TOGETHER ON 6" GRID. LOCATE REBAR ON CENTER VERTICALLY. 5. PREPARE CONCRETE FLOOR IN ACCORDANCE WITH SPECIFICATION 09 05 16 PREPARE CONCRETE FLOOR IN ACCORDANCE WITH SPECIFICATION 09 05 16 AND APPLY RESINOUS FLOORING WATERPROOFING SYSTEM IN ACCORDANCE WITH SPECIFICATION 09 67 00. CONTRACTOR SHOULD NOTIFY VA IMMEDIATELY OF ANY CONDITION IN CB0016 THAT DOES NOT MEET THE REQUIREMENTS FOR PREPARATION OF THE CONCRETE SURFACE OR ANY CONDITION THAT WOULD IMPACT THE PERFORMANCE OF THE FLOORING WATERPROOFING SYSTEM. 6. PAINT MECHANICAL ROOM WALLS. LEAVE ALL UL FIRESTOPPING SYSTEM TAGS IN PAINT MECHANICAL ROOM WALLS. LEAVE ALL UL FIRESTOPPING SYSTEM TAGS IN PLACE AND PAINT AROUUND THEM. 7. INSULATE 1,400 LINEAR FEET OF PIPING THAT WAS REMOVED DURING INSULATE 1,400 LINEAR FEET OF PIPING THAT WAS REMOVED DURING DEMOLITION. 8. INSTALL FIRESTOP MATERIAL IN ACCORD WITH UL SYSTEM NO. C-AJ-7019. INSTALL FIRESTOP MATERIAL IN ACCORD WITH UL SYSTEM NO. C-AJ-7019. COORDINATE WITH INSTALLATION OF MECHANICAL COMPONENTS. 9. COORDINATE WITH ALL TRADES TO ENSURE THAT THE SECURITY BARS IN THE COORDINATE WITH ALL TRADES TO ENSURE THAT THE SECURITY BARS IN THE DUCTS ARE INSTALLED TIGHT AGAINST THE FACE OF THE EXISTING WALL ON THE CANTEEN STORAGE AREA SIDE. 10. REINSULATE ALL PIPING WHERE INSULATION WAS REMOVED DURING DEMOLITION.REINSULATE ALL PIPING WHERE INSULATION WAS REMOVED DURING DEMOLITION.

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AutoCAD SHX Text GENERAL NOTES 1. THE SCOPE OF THIS PORTION OF THIS PROJECT IS TO THE SCOPE OF THIS PORTION OF THIS PROJECT IS TO GENERALLY CLEAN MECHANICAL ROOM CB0016, MAKE MINOR REPAIRS, AND REMOVE ABANDONED PIPING, COMMUNICATIONS LINES, AND CONDUIT. WORK ALSO INCLUDES REPAIRING DRAIN LINES, SEALING THE RATED WALLS, PAINTING THE ROOM INTERIOR, AND COATING THE FLOOR. SOME OF THE WORK SHOWN IN THE PLAN VIEWS IS CONSIDERED TO BE MORE GENERAL IN NATURE, HOWEVER FIRE PROTECTION, MECHANICAL, AND ELECTRICAL WORK SHOULD BE PERFORMED BY WORKERS LICENSED IN THEIR RESPECTIVE TRADES. 2. CANTEEN STORAGE AREA IS A SECURE SPACE. CONTRACTOR CANTEEN STORAGE AREA IS A SECURE SPACE. CONTRACTOR SHALL COORDINATE CLOSELY WITH VA COR FOR ACCESS TO THE SPACE AND TO ENSURE SPACE REMAINS SECURE DURING CONSTRUCTION UNTIL SECURITY BARS IN DUCTS ARE INSTALLED. 3. MECHANICAL ROOM CB016 IS FIRE RATED. REPAIR AND FIRESTOP MECHANICAL ROOM CB016 IS FIRE RATED. REPAIR AND FIRESTOP ANY AND ALL HOLES IN WALLS OR CEILING IN ACCORD WITH UL SYSTEM NO. C-AJ-0074 EXCEPT WHERE OTHERWISE NOTED ON THE PLANS. 4. VA COR WILL DETERMINE FLOOR COLOR AND FINISH. VA COR WILL DETERMINE FLOOR COLOR AND FINISH. 5. PREP WALLS AS REQUIRED FOR NEW PAINT. VA COR WILL PREP WALLS AS REQUIRED FOR NEW PAINT. VA COR WILL DETERMINE WALL PAINT COLOR AND TYPE. 6. PAINT OR MARK PIPING, CONDUIT, ETC. IN ACCORD WITH PAINT OR MARK PIPING, CONDUIT, ETC. IN ACCORD WITH SPECIFICATION 09 91 00. 7. CLEAN ALL FLOOR DRAINS, ENSURE THEY ARE WORKING CLEAN ALL FLOOR DRAINS, ENSURE THEY ARE WORKING PROPERLY, AND REPLACE STRAINERS.

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AND EQUIPMENT ROOM

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AutoCAD SHX Text XHEZ - Through-penetration Firestop Systems System No. C-AJ-0074 December 07, 2001 F Rating — 1 Hr 1 Hr T Rating — 1 Hr 1 Hr 1. Floor or Wall Assembly — Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall Min 2-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max area of opening is 1024 sq in. with a maximum dimension of 32 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufactures. 2. Firestop System — The firestop system shall consist of the following: The firestop system shall consist of the following: A. Forms — (Not Shown) — Used as a form to prevent leakage of fill material installation. Forms to be rigid sheet (Not Shown) — Used as a form to prevent leakage of fill material installation. Forms to be rigid sheet Used as a form to prevent leakage of fill material installation. Forms to be rigid sheet material fastened to the underside of floor or both sides of wall. Forms to be removed after fill material has cured. B. Fill Void or Cavity Material* - Mortar — Min 2-1/2 in. thickness of fill material applied flush with top surface of Min 2-1/2 in. thickness of fill material applied flush with top surface of floor and both sufaces of wall. Fill material is mixed at a rate of 2.5 parts dry mix to one part water by volume in accordance with the installation instructions supplied with fill material. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 637 CP 637 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2001-12-07 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2018 2018 UL LLC".

AutoCAD SHX Text XHEZ - Through-penetration Firestop Systems System No. C-AJ-7019 March 27, 2017 ANSI/UL1479 (ASTM E814) CAN/ULC S115 CAN/ULC S115 F Ratings - 1 and 2 Hr (See Item 3C) F Ratings - 1 and 2 Hr (See Item 3C) F Ratings - 1 and 2 Hr (See Item 3C) FH Ratings - 1 and 2 Hr (See Item 3C) FH Ratings - 1 and 2 Hr (See Item 3C) T Ratings - 1 and 2 Hr (See Item 3C) FT Ratings - 1 and 2 Hr (See Item 3C) FT Ratings - 1 and 2 Hr (See Item 3C) FTH Ratings - 1 and 2 Hr (See Item 3C) FTH Ratings - 1 and 2 Hr (See Item 3C) 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced normal weight (140-150 pcf or 2240-2400 Min 4-1/2 in. (114 mm) thick reinforced normal weight (140-150 pcf or 2240-2400 kg/m3) concrete floor or min 4-3/4 in. (121 mm) thick reinforced normal weight concrete wall. Wall may also be constructed of any UL Classified Concrete Blocks*. Max area of opening is 18.75 ft2 (1.74 m2) with a max dimension of 90 in. (2.3 m). See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through-Penetrant — One steel duct to be installed within the firestop system with an annular space of 3 in. One steel duct to be installed within the firestop system with an annular space of 3 in. (76 mm). Duct to be rigidly supported on both sides of floor or wall assembly. The following types of through-penetrants may be used: A. Steel Air Duct — Min 26 gauge (0.021 in. or 0.53 mm) thick carbon steel duct having a max perimeter Min 26 gauge (0.021 in. or 0.53 mm) thick carbon steel duct having a max perimeter dimension of 216 in. (5.5 m) and a max individual dimension of 84 in. (2.13 m). Ducts with any dimension greater than 39 in. (0.99 in.), shall be provided with intermediate reinforcement in accordance with SMACNA HVAC Duct Construction Standards. Reinforcement to consist of min 1-1/2 in. (38 mm) by 1-1/2 in. (38 mm) by 1/8 in. (3 mm) thick transverse stiffening angles, approximately 2 in. (51 mm) less in length than the max dimension, screw attached 8 in. (203 mm) OC to the duct 3 in. (76 mm) beyond the top surface of the floor and both surfaces of the wall. 3. Firestop System — The firestop system shall consist of the following: The firestop system shall consist of the following: A. Packing Material — Min 4 in.(102 mm) thickness of unfaced scrap duct wrap material or min 3 pcf (48 Min 4 in.(102 mm) thickness of unfaced scrap duct wrap material or min 3 pcf (48 kg/m3) mineral wool batt insulation firmly packed into opening as a permanent form between the bare steel duct and the periphery of the opening. Packing material to be recessed from the top surface of the floor or both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* — Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the Min 1/4 in. (6 mm) thickness of fill material applied within the annulus, flush with top surface of floor or both surfaces of wall. SPECIFIED TECHNOLOGIES INC — Pensil 300 Sealant or SpecSeal Series SIL300 Sealant Pensil 300 Sealant or SpecSeal Series SIL300 Sealant TREMCO INC — Fyre-Sil Sealant or Fyre-Sil S/L Sealant (for floor assemblies only) Fyre-Sil Sealant or Fyre-Sil S/L Sealant (for floor assemblies only) DAP PRODUCTS INC — DAP Fire Stop Fire-Rated Silicone Sealant DAP Fire Stop Fire-Rated Silicone Sealant C. Duct Wrap Materials* — Nom 1-1/2 in. (38 mm) thick, 6 pcf (96 kg/m3) ceramic blanket totally encapsulated Nom 1-1/2 in. (38 mm) thick, 6 pcf (96 kg/m3) ceramic blanket totally encapsulated within foil-scrim facers. The steel duct shall be wrapped with one layer of duct wrap installed in accordance with the manufacturer's installation instructions, maintaining min 3 in. (76 mm) transverse and longitudinal overlaps. The duct wrap shall be tightly butted to the floor or wall on both sides of the assembly. All cut edges and ends shall be sealed with 3 in. (76 mm) wide pressure sensitive aluminum foil tape. For 2 hr F, T, FT, FH and FTH ratings with ducts having any dimension greater than 39 in.(991 mm), a second layer of duct wrap shall abut the firestop and extend min 12 in. (305 mm) above and below floor slab or both surfaces of wall. THERMAL CERAMICS INC — FireMaster FastWrap+, Pyroscat Duct Wrap XL or FireMaster FastWrap XL FireMaster FastWrap+, Pyroscat Duct Wrap XL or FireMaster FastWrap XL D. Steel Banding Straps — Min 1/2 in. (13 mm) wide by 0.015 in. (0.38 mm) thick carbon steel banding straps Min 1/2 in. (13 mm) wide by 0.015 in. (0.38 mm) thick carbon steel banding straps used in conjunction with min 1 in. (25 mm) long stainless steel crimp clips. Banding straps spaced a max 12 in. (305 mm) OC and 1-1/2 in. (38 mm) from transverse joints of duct wrap. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2017-03-27 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC".2018 UL LLC".

AutoCAD SHX Text XHEZ - Through-penetration Firestop Systems System No. C-AJ-8001 May 19, 2005 F Ratings — 1, 2 and 3 Hr 1, 2 and 3 Hr (See Items 1, 2A, 2B and 2C) T Rating — 0 Hr 0 Hr 1. Floor or Wall Assembly — Lightweight or normal weight (100-150 pcf or 1600 -2400 kg/m3) concrete. Min Lightweight or normal weight (100-150 pcf or 1600 -2400 kg/m3) concrete. Min thickness of concrete floor or wall is 2-1/2 in. (64 mm) for 1 hr F Rating and 4-1/2 in. (114 mm) for 2 or 3 hr F Rating. Wall may also be constructed of any UL Classified Concrete Blocks*. Max area of opening 36 sq ft (3.4 m2) with one dimension of opening being 36 in. (914 mm) or less. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Pipe or Conduit — Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 6 in. Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 6 in. (152 mm) diam (or smaller) steel conduit, nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe, steel EMT or nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. Min clearance between pipes 1 in. (25 mm) Min clearance between pipe and wall of through opening 1/4 in. (6 mm) When single nom 4 in. (102 mm) diam (or smaller) pipe, conduit or EMT is installed in nom 7 in. diam (178 mm) (or smaller) circular through opening, min clearance between pipe, conduit or EMT and wall of through opening is 0 in. (0 mm) (point contact). Pipes and conduits rigidly supported on both sides of floor or wall assembly. 2A. Pipe Covering* — (Optional) — Nom 1 in. to 2 in. (25 mm to 51 mm) thick hollow cylindrical heavy density (Optional) — Nom 1 in. to 2 in. (25 mm to 51 mm) thick hollow cylindrical heavy density Nom 1 in. to 2 in. (25 mm to 51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber units jacketed on the outside with an all service jacket may be used on nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe or on nom 6 in. (152 mm) diam (or smaller) copper tubing. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt strip tape supplied with the product. When pipe covering material is used, max F Rating is 2 hr. See Pipe and Equipment Covering — Materials* (BRGU) category in Building Materials Directory for names of Materials* (BRGU) category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 2B. Pipe Insulation — (Optional, Not Shown) — As an alternate to Item 2A, nom 1 in. (25 mm) thick acrylonitrile (Optional, Not Shown) — As an alternate to Item 2A, nom 1 in. (25 mm) thick acrylonitrile As an alternate to Item 2A, nom 1 in. (25 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing with skin may be used on nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe or on nom 4 in. (102 mm) diam (or smaller) copper tubing. When pipe insulation material is used, max F Rating is 2 hr. See Plastics (QMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL94 Flammability classification of 94-5VA may be used. 2C. Cables — Nom 4 in. diam (or smaller) tight bundle of cable. When cable bundle is installed in through opening Nom 4 in. diam (or smaller) tight bundle of cable. When cable bundle is installed in through opening containing pipes or conduits, a min separation of 12 in. (305 mm) shall be maintained between cable bundle and pipe/conduit. Cable bundle rigidly supported on both sides of floor or wall assembly. The following types and sizes of cables may be used: A. Max 150 pair No. 24 AWG telephone cable; polyvinyl chloride (PVC) insulation and jacket materials. When telephone cable is used, F Rating is 2 hr. B. Max No. 2/0 AWG multiconductor power/control cable; cross-linked polyethylene (XLPE) insulation, PVC jacket. When power/control cable is used, F Rating is 3 hr. C. Max 350 kcmil single-conductor power cable; XLPE insulation. When power cable is used, F Rating is 3 hr. D. Multiple fiber optical communication cable jacketed with polyvinyl chloride and having a max outside diam of 5/8 in. (16 mm). E. Max 22 AWG coaxial data cable with polyethylene insulation and polyvinyl chloride jacket. 2D. Cable Tray — Max 36 in. (914 mm wide by max 6 in. (152 mm deep steel or aluminum open ladder cable Max 36 in. (914 mm wide by max 6 in. (152 mm deep steel or aluminum open ladder cable tray. Cable tray to consist of channel-shaped side-rails with boxed channel rungs spaced 9 in. (229 mm) OC. Cable tray side-rails to be formed of min 0.056 in. thick (1.42 mm) (16 ga) galv steel or min 0.125 in. (3.2 mm) thick aluminum.

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