Drawings Roof Replacement 626-21-501.pdf

BID DEDUCTIVE ALTERNATE NO. 1 - ALL WORK ASSOCIATED WITH ROOF AREA #41

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT LOCATION MAP PROJECT SITE MAP

PROJECT IMAGE

/7

/2

:1

:3

A

M

G-001

COVER SHEET

1 2NPM

ROOF DEMO AND

REPLACEMENT BUILDING 1

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 JUNE 7, 2021

100% CONSTRUCTION DOCUMENTS

626-21-50120-330

ROOF DEMO AND REPLACEMENT

BUILDING 1

TVHS VA MEDICAL CENTER NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212

VA PROJECT #: 626-21-501

WVS

DRAWING LIST

GENERAL

G-001 COVER SHEET 1 2

G-002 GENERAL INFORMATION & NOTES 2 2

ARCHITECTURAL

A-001 OVERALL PROJECT DESCRIPTION - ROOF PLAN 1 9

A-002 FALL PROTECTION PLAN 2 9

A-101 ROOF AREA 1 - DEMOLITION & NEW WORK ROOF PLANS 3 9

A-102 ROOF AREA 2 & 3 - DEMOLITION & NEW WORK ROOF PLANS 4 9

A-103 ROOF AREA 4 & 5 - DEMOLITION & NEW WORK ROOF PLANS 5 9

A-104 ROOF AREA 7 - DEMOLITION & NEW WORK ROOF PLANS 6 9

A-105 ROOF AREA 6, 8 & 9 - DEMOLITION & NEW WORK ROOF PLANS 7 9

A-106 ROOF AREAS 10, 11, 12 & 13 - DEMOLITION & NEW WORK ROOF PLANS 8 9

A-501 DETAILS 9 9

PROJECT LOCATION

NN

BUILDING 1 = AREAS OF ROOF REPLACEMENT

= CRANE LOCATION

= STAGING AREA, PROVIDE (2) TEMPORARY WATER CLOSETS

= CONSTRUCTION PARKING TO BE IN STAGING AREA, 2 TRUCKS MAXIMUM

= OVERALL BLDG 1 OUTLINE

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOLS LEGEND, AND ABBREVIATIONS

E-501 LIGHTNING PROTECTION DETAILS

24TH AVE S

PIE

RCE A

VE

BID DEDUCTIVE ALTERNATES

DocuSign Envelope ID: 03918131-C4A6-4B5A-A3D3-7911402FD6AA

6/7/2021

WALL SECTION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

ELEVATION SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

XX.X

ELEVATION

0'-0" NORTH

PLAN

N

0 4 8 16

# DEDUCT ALTERNATE

DEMOLITION KEYNOTE WALL TYPE

ROOF PITCH SYMBOLDOOR NUMBER

TYPICAL KEYNOTE CEILING/ SOFFIT

HEIGHT

MATL

1'-0"

-1

AFF ABOVE FINISHED FLOOR

ACP/APC ACOUSTIC CEILING PANEL/

ACOUSTIC PANEL CEILING

ACT ACOUSTIC(AL) TILE

ADJ ADJUSTABLE

ADT'L ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

AL ALUMINUM

APPROX APPROXIMATE(LY)

ASPH ASPHALT

AUTO AUTOMATIC

B/O BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRG BEARING

CENTERLINE

C/C CENTER TO CENTER

CJ CONTROL JOINT

CLL CONTRACT LIMIT LINE

CEM CEMENT(ITIOUS)

CMU CONCRETE MASONRY UNIT

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

CTR CENTER(ED)

DF DRINKING FOUNTAIN

DS DOWNSPOUT

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DET/DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG(S) DRAWING(S)

E EAST

EC ELECTRICAL CONTRACTOR

EHO ELECTRICAL HOLD OPEN

EJ EXPANSION JOINT

EW EACH WAY

EA EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FFE FINISH FLOOR ELEVATION

FV FIELD VERIFY

FEC FIRE EXTINGUISHER CABINET

FDN FOUNDATION

FIN FINISH

FLSHG FLASHING

FLR FLOOR

FRMG FRAMING

FT FOOT/FEET

FTG FOOTING

GC GENERAL CONTRACTOR

GA GAUGE

GALV GALVANIZED

GEN GENERAL

GYP GYPSUM

HM HOLLOW METAL

HDWR HARDWARE

HOL HOLLOW

HOR HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATION/AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

LAV LAVATORY

LB(S) POUND(S)

L/S LANDSCAPE

LT LIGHT

MO MASONRY OPENING

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NOM NOMINAL

OC ON CENTER

OD OUTSIDE DIAMETER

O TO O OUT TO OUT

OPNG OPENING

OPP OPPOSITE

OVHD OVERHEAD

PEB PRE-ENGINEERED BUILDING

PJF PREFORMED JOINT FILLER

PT PRESSURE TREATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT

PR PAIR

PTD PAINTED

PWR POWER

RB RUBBER BASE

RD ROOF DRAIN

RO ROUGH OPENING

RAD RADIUS

REC RECESSED

REINF REINFORCED

REQ'D REQUIRED

REV REVISED (REVISION)

RM ROOM

S SOUTH

SB SPLASH BLOCK

SF SQUARE FEET

SS STAINLESS STEEL

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

T/O TOP OF

TELE TELEPHONE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VERT VERTICAL

VTR VENT THROUGH PIPE

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE CONTRACTOR

OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED SUBMITTAL OF

DESIGN WORK TO THE VA FOR PLAN REVIEW AND PERMITTING:

1. LIGHTNING PROTECTION

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7

/2

:1

:3

A

M

G-002

GENERAL INFORMATION & NOTES

2 2NPM

ROOF DEMO AND

REPLACEMENT BUILDING 1

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 JUNE 7, 2021

100% CONSTRUCTION DOCUMENTS

626-21-50120-330

WVS

1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL PUBLISHED APPLICABLE LOCAL / STATE / FEDERAL / NATIONAL CODES, ORDINANCES AND REGULATIONS ALONG WITH ALL RELATED VA DIRECTIVES, DESIGN GUIDES AND MANUALS, SPECIFICATIONS AND STANDARDS PLUS ALL VA REQUIREMENTS (FEDERAL AND LOCAL) THAT ARE PROJECT SPECIFIC TO THE DOCUMENTED SCOPE OF WORK ON

THIS SITE.

2. EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY DAMAGE AND WORKMAN’S COMPENSATION INSURANCE AS REQUIRED BY THE VA IN THE BIDDING DOCUMENTATION. CONTACT THE VA/CO DURING THE BIDDING PHASE WITH ANY QUESTIONS, VERIFICATIONS, AND DOCUMENTATION NECESSARY CONCERNING ALL REQUIREMENTS FOR PROJECT INSURANCE COVERAGE.

3. EACH CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK SHALL FULLY COORDINATE AND VERIFY WITH ALL OTHER CONTRACTORS, OTHER TRADES AND THE VA/COR CONCERNING ALL SPACE REQUIREMENTS FOR THIS PROJECT. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COMMUNICATING, DOCUMENTING AND COORDINATING ALL SPACE REQUIREMENTS WITH THE VA/COR TO AVOID

CONFLICTS AND MISCOMMUNICATION.

4. BEFORE SUBMITTING A BID, ALL CONTRACTORS WILL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS SO AS TO BE THOROUGHLY FAMILIAR WITH ALL THE CONTRACT REQUIREMENTS. EACH BIDDER SHOULD THEN VISIT THE SITE OF THE WORK TO BECOME ACQUAINTED WITH ALL VISIBLE FIELD CONDITIONS AFFECTING THE CONTRACT, SUCH AS OBSTACLES WHICH MAY BE ENCOUNTERED AND ALL OTHER CONDITIONS RELATIVE TO WHAT COULD AFFECT/IMPACT THE WORK OR BE AFFECTED BY THE PERFORMANCE OF THE WORK.

5. IF AWARDED THE CONTRACT, THE CONTRACTORS SHALL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY UNFORESEEN DIFFICULTIES OR OBSTACLES WHICH THE BIDDER COULD HAVE REASONABLY ANTICIPATED PRIOR TO BIDDING. SHOULD ANY DISCREPANCIES, ERRORS, CONFLICT OR ITEMS NEEDING CLARIFICATION BE DISCOVERED IN THE PLANS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE VA/CO PRIOR TO SUBMITTING A BID AND THE VA/COR BEFORE STARTING ANY OF THE WORK.DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAWINGS FOR SPECIFIC PRODUCTS. DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE.

THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY

INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK

6. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

7. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE COR PRIOR TO BIDDING.

WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.

8. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY SHOULD DISCREPANCIES BE FOUND IN THE DRAWINGS AND

SPECIFICATIONS.

9. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT.

SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE COR PRIOR TO

BIDDING.

10. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

11. CONTRACTORS SHALL REFERENCE ALL DRAWINGS IN ALL SECTIONS OF WORK FOR FULLY DEFINING THEIR SCOPE OF WORK RESPONSIBILITIES AND COORDINATE SAME WITH THE GENERAL/PRIME CONTRACTOR. SUBCONTRACTORS AND SUPPLIERS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR SCOPE OF WORK ALSO OCCURS IN OTHER SECTIONS OF THE DRAWINGS AND THE

COMPLETE SET OF CONTRACT DOCUMENTS.

12. ALL ENGINEERING SYSTEMS WORK INCLUDED IN THE CONTRACT DRAWINGS SHALL BE TAKEN IN A SENSE AS A DIAGRAMMATIC REPRESENTATION OF ITS INTENDED PLACEMENT AND DISTRIBUTION WITHIN THE GENERAL PROXIMITY WHERE SHOWN. THE SIZE AND MEANS OF RUNNING DISTRIBUTION SYSTEMS ARE SHOWN BUT IT IS NOT INTENDED TO SHOW EVERY CONNECTION, FITTING, OFFSET, SUPPORT OR

ELEMENT.

13. ALL EXISTING BUILDING UTILITIES AND INFRASTRUCTURE SERVICES SYSTEMS THAT FEED OTHER SPACES OUTSIDE THE DEMISED PROJECT AREA AND THAT ARE LOCATED WITHIN THE AREA OF WORK, THEREBY INTERFERING WITH THE NEW CONSTRUCTION, SHALL BE REROUTED

AND RELOCATED AS REQUIRED TO MAINTAIN FULL SERVICE TO THE AFFECTED AREAS.

14. THE AREA(S) OF CONSTRUCTION ALONG ALL PUBLIC PROJECT ACCESS ROUTES SHALL BE PROTECTED FROM DUST AND DIRT THROUGH THE USE OF VA/COR APPROVED DUSTPROOF PROTECTION IN THE “GENERAL” DRAWINGS SECTION AND COORDINATE ALL SITE-SPECIFIC

CONDITIONS IMPACTS ENCOUNTERED WITH THE VA/COR.

15. EACH CONTRACTOR SHALL MAINTAIN A COMPETENT OSHA-30 FOREMAN OR DIRECT REPRESENTATIVE ON THE JOB AT ALL TIMES. THE CONTRACTOR SHALL COOPERATE WITH AND COORDINATE WITH THE SUPERINTENDENT AND FOREMAN OF OTHER TRADES IN ORDER THAT

THERE BE NO DELAYS IN THE EXECUTION AND COMPLETION OF THE WORK.

16. DURING CONSTRUCTION, EACH CONTRACTOR SHALL KEEP ON SITE ACCURATE FIELD RECORDS OF ALL CONCEALED WORK THAT DIFFERS FROM THE CONTRACT DRAWINGS. THESE AS-BUILT, MARKED-UP, RECORD DRAWINGS WILL BE KEPT UP TO DATE BY THE GENERAL/PRIME CONTRACTOR AND PROVIDED TO THE VA/COR FOR DISTRIBUTION AT THE COMPLETION OF THE PROJECT.

17. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING BOTH DEMOLITION AND CONSTRUCTION SEQUENCES OF THE WORK. ANY DAMAGE TO SUCH AREAS SHALL BE RESTORED AND REFINISHED TO A “LIKE-NEW” CONDITION PRIOR TO THE VA/COR’S ACCEPTANCE OF THAT WORK.

18. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE FOR THE PATCH, REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL CONSTRUCTION, MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE AND FINISHES DAMAGED BY THE PROJECT DEMOLITION, TEMPORARY CONSTRUCTION, NEW CONSTRUCTION OR THE MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT, MATERIALS, ETC. BOTH INSIDE AND OUTSIDE OF THE DESIGNATED

AREAS OF WORK.

19. PROVIDE THE CUTTING AND PATCHING FOR ALL DEMOLITION WORK AND ALL NEW CONSTRUCTION WORK BEING PERFORMED OUTSIDE OF THE

PROJECT LIMIT LINES REQUIRED TO PROPERLY COMPLETE THE PROJECT SCOPE OF WORK.

20. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE TO PROVIDE THE REMOVAL OF ALL CONSTRUCTION DEMOLITION DEBRIS, SOIL AND MATERIALS FROM THE PROJECT SITE ON A DAILY BASIS UNLESS SPECIFICALLY REFERENCED OTHERWISE IN THE PROJECT SPECIFIC

LOGISTICAL SEQUENCING REQUIREMENTS.

21. PROVIDE SEALANT AT ALL INTERSECTIONS BETWEEN DIFFERENT MATERIALS.

22. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

23. ALL NEW ROOF SLOPES TO BE 1/4" = 1'-0". CONDITIONS WHERE SLOPE IS NOT OBTAINABLE NOTIFY AND COORDINATE WITH COR.

24. FINAL PRODUCT TO BE IN COMPLIANCE WITH ALL APPLICABLE NRCA CODES AND MANUALS

1. ALL CONTRACTORS, SUBCONTRACTORS, AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR TO AND DURING THE

COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES.

2. EACH CONTRACTOR OR SUBCONTRACTOR, AS REPRESENTATIVES OF THEIR EMPLOYEES, SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE AND MEET ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT, ALONG

WITH ALL OTHER APPLICABLE GOVERNING REGULATIONS AND VA REQUIREMNTS.

3. THE BEGINNING OF WORK ON SITE BY A CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE HIS/HER SATISFACTION AND FULL ACCEPTANCE OF THE CURRENT SITE CONDITIONS REGARDING SAFEY AND THE NECESSARY COMPLIANCE WITH ALL CONTRACT REQUIREMENTS. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ACCIDENTS, INJURIES, AND/OR DAMAGES INCURRED AS A RESULT OF ANY VISIBLE OR KNOWN UNSAFE CONDITIONS THAT EXIST.

4. IF UNSATISFIED WITH THE CURRENT SITE SAFETY CONDITIONS AND/OR THE NECESSARY COMPLIANCE, THE CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE THE ACTIONS AND/OR DEVICES NECESSARY TO RENDER THE JOBSITE SAFE. IF THE WORK OF OTHER PARTIES, UPON INSPECTION, IS FOUND AT ANY TIME TO BE UNSAFE, THE CONTRACTOR OR SUBCONTRACTOR SHALL IMMEDIATELY STOP ALL WORK AND NOTIFY THE GENERAL/PRIME CONTRACTOR AND THE VA/COR. THE SUBMISSION OF A BID FOR ANY PORTION OF WORK INCLUDED IN THIS CONTRACT SHALL ALSO INDICATE ACKNOWLEDGMENT AND ACCEPTANCE

OF THESE REQUIREMENTS.

SPECIAL SAFETY NOTES

GENERAL NOTES GENERAL SYMBOL LEGEND

ARCHITECTURAL SYMBOL LEGEND

ABBREVIATIONS

1.

2.

3.

4.

CONTRACTOR SHALL VERIFY All DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO COMMENCING WORK.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DIMENSIONS SHOWN ON THE DRAWINGS. NOTIFY THE VA/COR OF ANY DISCREPANCY BEFORE

STARTING WORK.

A SUCCESSFUL REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO VA/COR. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO DETAILS AND GIVEN DIMENSIONS IN THE CONTRACT

DOCUMENTS.

CONTRACTOR SHALL OBTAIN VA/COR WRITTEN APPROVAL PRIOR TO PROCEEDING WITH ANY CHANGES FROM THE INFORMATION PROVIDED HEREIN.

5. THE CONTRACTOR SHALL IDENTIFY ALL EMPLOYEES THAT WILL BE WORKING UNDER THE AWARDED CONTRACT. CONTRACTOR PERSONNEL SHALL BE EMPLOYEES SUB CONTRACTOR, SUPPLIERS AND DELIVERY PERSONNEL ENTERING THE MEDICAL CENTER. THOSE EMPL0YEES SHALL BRING 2 FORMS OFGOVERNMENT ISSUED ID TO OBTAIN A VA CONTRACTOR FLASH IDENTIFICATION BADGE THAT SHALL BE WORN ABOVE THE BELT AT ALL TIMES WHILE ON MEDICAL CENTER PROPERTY. IF ISSUED A TEMPORARY BADGE CONTRACTOR EMPLOYEES SHALL RETURN ALL TEMPORARY I.D. BADGES TO DESIGNATED PERSONNEL AT THE END OF THE PERIOD

OF PERFORMANCE OF THE CONTRACT. LOST BADGES WILL RESULT IN A SURCHARGE.

1.

2.

NORMAL WORK SHIFT HOURS FOR THE NASHVILLE MEDICAL CENTER VETERANS HOSPITAL IS 7:00 AM UNTIL 4:30 PM DAILY, MONDAY THROUGH FRIDAY

CERTAIN WORK ITEMS AND CONSTRUCTION ACTIVITIES THAT CREATE NOISE, DUST, VIBRATIONS AND THAT WOULD CREATE DISTURBANCES TO THE MEDICAL CENTER AND/OR ANY OF THE ADJACENT OCCUPIED AREAS WILL NEED TO BE PERFORMED DURING PERIODS OF AFTER HOURS/OFF-HOURS WORK. ITEMS THAT WILL REQUIRE AFTER HOURS ACTIVITIES SHALL BE FULLY

COORDINATED WITH VA COR PRIOR TO START OF CONSTRUCTION.

AFTER HOURS/OFF-HOURS OF OPERATION SHALL BE SCHEDULED FOR THE FOLLOWING DAYS AND TIMES AS COORDINATED, SCHEDULED AND AUTHORIZED BY THE COR.

a. MONDAY THROUGH FRIDAY– 5:00 PM UNTIL 6:00 AM

b. WEEKENDS/HOLIDAYS (AS ALLOWED)– TIMES TO BE DETERMINED WITH THE COR

3. THE FOLLOWING CONSTRUCTION ACTIVITIES SHALL BE CONSIDERED AFTER HOURS/OFF-HOURS OPERATIONS:

a. ALL WORK IN THE ADJACENT OCCUPIED SPACES TO THE CURRENT STAGE/AREA OF WORK.

b. ALL WORK THAT WILL REQUIRE SYSTEM SHUTDOWNS.

c. ALL CONCRETE OR METAL DECKING CORING, CUTTING OR DRILLING.

d. THE APPROVED USE OF POWER ACTUATED FASTENERS.

e. ALL WORK (DEMOLITION OR NEW) THAT WILL CAUSE IMPACT NOISE AND VIBRATIONS THAT CAN BE HEARD OR FELT IN THE

SURROUNDING ADJACENT OCCUPIED SPACES/AREAS.

4. COORDINATE CONTRACTOR PARKING WITH VA COR.

GENERAL SCOPE OF WORK (SOW) DESCRIPTION

MISCELLANEOUS

CONSTRUCTION PERIOD STAGING OF WORK - GENERAL NOTES

GENERAL

1. FURNISH ALL LABOR, TOOLS, MATERIALS, AND EXPERTISE TO COMPLETE PROJECT 626-21-501, "ROOF DEMO AND REPLACEMENT BUILDING 1" IN

STRICT ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS AT THE TVHS VA MEDICAL CENTER NASHVILLE CAMPUS 1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212

DEFERRED SUBMITTALS

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF1ST FLOOR

ROOF

1ST FLOOR

ROOF

2ND FLOOR

ROOF

4TH FLOOR

ROOF

2ND FLOOR

ROOF

GARDEN

COURTYARD

2ND FLOOR

ROOF

2ND FLOOR

ROOF

2ND FLOOR

ROOF

2ND FLOOR

ROOF

2ND FLOOR

ROOF

2ND FLOOR

ROOF

GARDEN

COURTYARD

CANOPY

ROOF

CANOPY

ROOF

CANOPY ROOF

4TH FLOOR

ROOF

5TH FLOOR

ROOF

3RD FLOOR

ROOF

4TH FLOOR

ROOF

4TH FLOOR

ROOF

1ST FLOOR

ROOF

3RD FLOOR

ROOF

4TH FLOOR

ROOF

3RD FLOOR

ROOF

4TH FLOOR

ROOF

5TH FLOOR

ROOF

1ST FLOOR

ROOF

4TH FLOOR

ROOF

4TH FLOOR

ROOF

5TH FLOOR

ROOF

5TH FLOOR

ROOF

5TH FLOOR

ROOF

4TH FLOOR

ROOF

1ST FLOOR

ROOF

2ND FLOOR

ROOF

4TH FLOOR

ROOF

2ND FLOOR

ROOF

2ND FLOOR

ROOF

3RD FLOOR

ROOF

5TH FLOOR

ROOF

1ST FLOOR

ROOF

ROOF AREA 1

1,405 SF

ROOF AREA 2

306 SF

ROOF AREA 4

1,668 SF

ROOF AREA 5

2,990 SF

ROOF AREA 3

996 SF

ROOF AREA 6

1,892 SF

ROOF AREA 7

5,296 SF

ROOF AREA 8

830 SF

ROOF AREA 10

339 SF

ROOF AREA 11

242 SF

ROOF AREA 12

190 SF

A-101

1 _____ A-101

A-102

1 _____ A-102

A-105

1 _____ A-105

A-104

2 _____ A-104

A-105

2 _____ A-105

A-106

1 _____ A-106

A-106

2 _____ A-106

A-106

3 _____ A-106

ROOF AREA 9

55 SF

A-103

1 _____ A-103

A-103

2 _____ A-103

A-105

3 _____ A-105

ROOF AREA 13

462 SF

A-106

7 _____ A-106

ROOF AREAS TO BE REPLACED

ROOF LEGEND:

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7

/2

:1

:5

A

M

A-001

OVERALL PROJECT DESCRIPTION -

ROOF PLAN

1 9NPM

ROOF DEMO AND

REPLACEMENT BUILDING 1

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 JUNE 7, 2021

100% CONSTRUCTION DOCUMENTS

626-21-50120-330

WVS

Scale: 1" = 20'-0"

OVERALL ROOF PLAN

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED

AT ALL ENTRY/EXIT POINTS FROM BUILDING

WHERE WORK IS BEING PERFORMED ABOVE.

SAFETY BARRIER TO INCLUDE COVERED

WALKWAYS BELOW AREAS WHERE ROOF

WORK IS BEING PERFORMED. SIGNAGE AND

BARRIER THE RESTRICT PEDESTRIAN TRAFFIC

IN AREAS WHERE WORK IS BEING PERFORMED

AND ANY PROTECTIVE MEASURES REQUIRED

TO PROTECT PATIENTS, STAFF, VISITOR OR

OTHER PERSONNEL FROM THE ROOF WORK

BEING PERFORMED.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFETY DEVICES/

FALL PROTECTION.

C. LIGHTNING PROTECTION - CONTRACTOR SHALL

DESIGN A LIGHTNING PROTECTION SYSTEM

THAT MEETS VA SPECIFICATION 26 41 00

*FACILITY LIGHTNING PROTECTION* AND ALL

NFPA RELATED DOCUMENTS. LIGHTNING

PROTECTION SYSTEM SHALL MEET UL

REQUIREMENTS SUCH THAT THE SYSTEM

SHALL HAVE A MASTER LABEL CERTIFICATE.

D. CONTRACTOR SHALL COORDINATE ALL

DISCONNECTIONS OF POWER, HVAC,

ANTENNAS, ETC. REQUIRED FOR THE

INSTALLATION OF THE NEW ROOF SYSTEM

WITH THE COR PRIOR TO PERFORMING ANY

OPERATIONS.

E. CONTRACTOR SHALL INSTALL EXISTING FALL

PROTECTION THAT IS CURRENTLY STOCK PILED

AT VARIOUS LOCATIONS ON THE ROOF. FALL

PROTECTION IS A WEIGHTED, GRAVITY SYSTEM

AND DOES NOT REQUIRE FASTENERS OR ROOF

SYSTEM PENETRATIONS TO BE INSTALLED ON

TOP OF NEW ROOF. COORDINATE WITH COR.

F. EXTERIOR ROOF CANOPIES TO NORTH SIDE OF

BUILDING AT ER ENTRANCE NOT SHOWN FOR

CLARITY.

0 2010 40

N O

R T

H

PLAN

N

AREA OF WORK

KEY PLAN

2 4

# ROOF AREA

ROOF AREAS S.F.

ROOF AREA 1

TOTAL ROOF AREA

REPLACEMENT:

ROOF AREA 2

ROOF AREA 3

ROOF AREA 4

ROOF AREA 5

ROOF AREA 6

ROOF AREA 7

ROOF AREA 8

ROOF AREA 9

ROOF AREA 10

ROOF AREA 11

ROOF AREA 12

1,405

1,668

2,990

1,892

5,296

16,671 S.F.

ROOF AREA 13 462

1. ROOF ACCESS DOOR.

2. EXISTING LADDER.

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF

1ST FLOOR

ROOF1ST FLOOR

ROOF

1ST FLOOR

ROOF

2ND FLOOR

ROOF

4TH FLOOR

ROOF

2ND FLOOR

ROOF

GARDEN

COURTYARD

2ND FLOOR

ROOF

2ND FLOOR

ROOF

2ND FLOOR

ROOF

2ND FLOOR

ROOF

2ND FLOOR

ROOF

2ND FLOOR

ROOF

GARDEN

COURTYARD

CANOPY

ROOF

CANOPY

ROOF

CANOPY ROOF

4TH FLOOR

ROOF

5TH FLOOR

ROOF

3RD FLOOR

ROOF

4TH FLOOR

ROOF

4TH FLOOR

ROOF

1ST FLOOR

FLOOR ROOF

3RD FLOOR

ROOF

4TH FLOOR

ROOF

3RD FLOOR

ROOF

4TH FLOOR

ROOF

5TH FLOOR

ROOF

1ST FLOOR

ROOF

4TH FLOOR

ROOF

4TH FLOOR

ROOF

5TH FLOOR

ROOF

5TH FLOOR

ROOF

5TH FLOOR

ROOF

4TH FLOOR

ROOF

1ST FLOOR

ROOF

2ND FLOOR

ROOF

4TH FLOOR

ROOF

2ND FLOOR

ROOF

2ND FLOOR

ROOF

3RD FLOOR

ROOF

5TH FLOOR

ROOF

1ST FLOOR

ROOF

ROOF AREA 2

306 SF

ROOF AREA 4

1,668 SF

ROOF AREA 5

2,990 SF

ROOF AREA 3

996 SF

ROOF AREA 8

830 SF

STACKS OF EXISTING NON-INSTALLED FALL

PROTECTION RAILING (EXAMPLE SHOWN IN

PHOTO BELOW) ARE LOCATED ON VARIOUS

ROOF AREAS. ROUGHLY +/- 1,000 LINEAR FT

OF RAILING ON VARIOUS ROOF AREAS. UPON

COMPLETION OF REROOFING, AREAS SHOWN

WITH HATCH AND KEYNOTE (1) SHALL HAVE

THIS FALL PROTECTION INSTALLED,

AMOUNTING TO +/- 779 LINEAR FT. IT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR

TO CATALOGUE THE SIZES AND NUMBERS OF

RAILS, AND SUBMIT A LAYOUT PLAN OF

INSTALLATION TO THE VA COR. ANY

REMAINING FALL PROTECTION RAILS SHALL

BE STORED AS DIRECTED BY VA COR.

NEW LADDER

ROOF AREAS TO HAVE

EXISTING FALL PROTECTION

INSTALLED

3/

4"

BASE

GALVANIZED STEEL

PIPE RAILING

BASIS OF DESIGN: SAFETY RAIL 2000 GUARDRAIL SYSTEM

VARIES V.I.F.

## KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7

/2

:1

:5

A

M

A-002

FALL PROTECTION PLAN

2 9NPM

ROOF DEMO AND

REPLACEMENT BUILDING 1

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 JUNE 7, 2021

100% CONSTRUCTION DOCUMENTS

626-21-50120-330

WVS

N

AREA OF WORK

KEY PLAN

2 4

# ROOF AREA

Scale: 1" = 20'-0"

OVERALL FALL PROTECTION ROOF PLAN

1. AREA TO RECEIVE FALL PROTECTION RAIL.

2. EXISTING LADDER.

FALL PROTECTION LEGEND

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED

AT ALL ENTRY/EXIT POINTS FROM BUILDING

WHERE WORK IS BEING PERFORMED ABOVE.

SAFETY BARRIER TO INCLUDE COVERED

WALKWAYS BELOW AREAS WHERE ROOF

WORK IS BEING PERFORMED. SIGNAGE AND

BARRIER THE RESTRICT PEDESTRIAN TRAFFIC

IN AREAS WHERE WORK IS BEING PERFORMED

AND ANY PROTECTIVE MEASURES REQUIRED

TO PROTECT PATIENTS, STAFF, VISITOR OR

OTHER PERSONNEL FROM THE ROOF WORK

BEING PERFORMED.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFETY DEVICES/

FALL PROTECTION.

C. LIGHTNING PROTECTION - CONTRACTOR SHALL

DESIGN A LIGHTNING PROTECTION SYSTEM

THAT MEETS VA SPECIFICATION 26 41 00

*FACILITY LIGHTNING PROTECTION* AND ALL

NFPA RELATED DOCUMENTS. LIGHTNING

PROTECTION SYSTEM SHALL MEET UL

REQUIREMENTS SUCH THAT THE SYSTEM

SHALL HAVE A MASTER LABEL CERTIFICATE.

D. CONTRACTOR SHALL COORDINATE ALL

DISCONNECTIONS OF POWER, HVAC,

ANTENNAS, ETC. REQUIRED FOR THE

INSTALLATION OF THE NEW ROOF SYSTEM

WITH THE COR PRIOR TO PERFORMING ANY

OPERATIONS.

E. CONTRACTOR SHALL INSTALL EXISTING FALL

PROTECTION THAT IS CURRENTLY STOCK PILED

AT VARIOUS LOCATIONS ON THE ROOF. FALL

PROTECTION IS A WEIGHTED, GRAVITY SYSTEM

AND DOES NOT REQUIRE FASTENERS OR ROOF

SYSTEM PENETRATIONS TO BE INSTALLED ON

TOP OF NEW ROOF. COORDINATE WITH COR.

F. EXTERIOR ROOF CANOPIES TO NORTH SIDE OF

BUILDING AT ER ENTRANCE NOT SHOWN FOR

CLARITY.

G. TEMPORARY LADDERS AND TIE DOWN

LOCATIONS FOR WORKER ACCESS TO BE

DETERMINED BY CONTRACTOR, COORDINATE

WITH COR.

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

EXIST. FALL PROTECTION RAIL

C O

N N

EC

TIN

G

C O

R R

ID

O R R

O O F

C O

N N

EC

TIN

G

C O

R R

ID

O R R

O O F

1ST FLOOR

ROOF

1ST FLOOR

ROOF

2ND FLOOR

ROOF

NON-VA BUILDING

A-501

TYP.

A-501

A-501

A-501

A-101

A-101 3

A-501

1ST FLOOR

ROOF

1ST FLOOR

ROOF

2ND FLOOR

ROOF

NON-VA BUILDING

5' - 10"

61' - 11"

55' - 3"

6' - 3"

9' - 8"

AREAS WITH PROPOSED ROOF

REPLACEMENT

INDICATES ROOF SLOPE

ROOF DRAIN

SLOPE: 1/4"

ROOF LEGEND:

3/8" 3/8"1'-6"

M

IN

. ROOF AREA 1

3/8" x 2 1/2" STEEL RAILS

3/4" ROUND NON-SLIP STEEL BAR RUNGS

WELD ALL AROUND TO VERICAL STEEL

BARS

3/8" x 3" BENT PLATE, WELD TO

VERT. RAILS. SECURE WITH 1/2"

EXPANSION BOLT THRU BRICK,

AIR SPACE AND INSULATION INTO

CMU BACKUP.

6"

V

.I .F

EXIST. BRICK WALL

EXIST. ROOF 1

R O

O F

A R

E A

H

T

V .I .F

" ROOF AREA 1

EXIST. ROOF

EXIST. BRICK WALL

GRIND SMOOTH

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7

/2

:1

:5

A

M

A-101

ROOF AREA 1 - DEMOLITION & NEW

WORK ROOF PLANS

3 9NPM

ROOF DEMO AND

REPLACEMENT BUILDING 1

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 JUNE 7, 2021

100% CONSTRUCTION DOCUMENTS

626-21-50120-330

WVS

N

AREA OF WORK

KEY PLAN

2 4

# ROOF AREA

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

ROOF AREA 1 NEW WORK PLAN

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

ROOF AREA 1 DEMOLITION PLAN 0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

1 REMOVE ALL COMPONENTS OF COMPLETE

ROOFING SYSTEM DOWN TO EXISTING

STRUCTURAL DECK. INCLUDING, BUT NOT

LIMITED TO: ROOF INSULATION, COVER BOARD,

ROOF MEMBRANE, AND ROOF EDGE & COPING.

2 REMOVE ALL ABANDONED EQUIPMENT,

SUPPORTS, PIPES, ANTENNAS, ETC. NOT IN

USE. CONFIRM ABANDONED ITEMS WITH COR

PRIOR TO REMOVAL.

3 EXISTING GUTTER TO BE REMOVED.

4 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING

PROTECTION AFTER REROOFING PER

ELECTRICAL DRAWINGS.

5 EXISTING DOWNSPOUTS TO BE REMOVED.

6 EXISTING LADDER TO REMAIN, DO NOT DISTURB

DURING CONSTRUCTION.

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED

AT ALL ENTRY/EXIT POINTS FROM BUILDING

WHERE WORK IS BEING PERFORMED ABOVE.

SAFETY BARRIER TO INCLUDE COVERED

WALKWAYS BELOW AREAS WHERE ROOF

WORK IS BEING PERFORMED. SIGNAGE AND

BARRIER THE RESTRICT PEDESTRIAN TRAFFIC

IN AREAS WHERE WORK IS BEING PERFORMED

AND ANY PROTECTIVE MEASURES REQUIRED

TO PROTECT PATIENTS, STAFF, VISITOR OR

OTHER PERSONNEL FROM THE ROOF WORK

BEING PERFORMED.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFETY DEVICES/

FALL PROTECTION.

C. LIGHTNING PROTECTION - CONTRACTOR SHALL

DESIGN A LIGHTNING PROTECTION SYSTEM

THAT MEETS VA SPECIFICATION 26 41 00

*FACILITY LIGHTNING PROTECTION* AND ALL

NFPA RELATED DOCUMENTS. LIGHTNING

PROTECTION SYSTEM SHALL MEET UL

REQUIREMENTS SUCH THAT THE SYSTEM

SHALL HAVE A MASTER LABEL CERTIFICATE.

D. CONTRACTOR SHALL COORDINATE ALL

DISCONNECTIONS OF POWER, HVAC,

ANTENNAS, ETC. REQUIRED FOR THE

INSTALLATION OF THE NEW ROOF SYSTEM

WITH THE COR PRIOR TO PERFORMING ANY

OPERATIONS.

E. CONTRACTOR SHALL INSTALL ROOF RAILING

SYSTEM THAT IS CURRENTLY ON SITE. RAILING

SYSTEM IS A WEIGHTED, GRAVITY SYSTEM AND

DOES NOT REQUIRE FASTENERS OR ROOF

SYSTEM PENETRATIONS TO BE INSTALLED ON

TOP OF NEW ROOF TO MATCH THE RAILINGS

PREVIOUSLY INSTALLED. COORDINATE WITH

COR.

SF AREA 1: 1,405 SF AREA 1: 1,405

1 INSTALL NEW VAPOR BARRIER ON EXISTING

STRUCTURAL DECK

2 INSTALL MIN R30 POLY ISO ROOF INSULATION

3 INSTALL 1/2" FIBER REINFORCED GYPSUM

BOARD COVER BOARD

4 INSTALL 2 PLY SBS MODIFIED BITUMEN

ROOFING VIA COLD ADHESIVE APPLIED METHOD.

5 INSTALL NEW GUTTER

6 INSTALL NEW DOWNSPOUTS

7 INSTALL NEW LADDER FOR ROOF ACCESS

EXISTING CONDITION - ROOF AREA 1 PHOTO

EXISTING CONDITION - ROOF AREA 1 PHOTO

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

LADDER FRONT ELEVATION

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

LADDER ELEVATION

1ST FLOOR ROOF

R

D F

L O

O R

R O

O F

RTU

R

R

1ST FLOOR ROOF

R

D F

L O

O R

R O

O F

RTU

R

R

2ND FLOOR

ROOF

ROOF AREA 2

ROOF AREA 3

DISCHARGE DOWNSPOUT TO

DAYLIGHT AT EXISTING ROOF DRAIN.

A-501

TYP.

A-501

TYP.

A-501

TYP.

A-501

A-501

A-501

A-501

2ND FLOOR

ROOF

ROOF AREA 2

ROOF AREA 3

EXISTING ROOF DRAIN BELOW

7' - 11"

28' - 8"

AREAS WITH PROPOSED ROOF

REPLACEMENT

INDICATES ROOF SLOPE

ROOF DRAIN

SLOPE: 1/4"

ROOF LEGEND:

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7

/2

:1

:0

A

M

A-102

ROOF AREA 2 & 3 - DEMOLITION & NEW

WORK ROOF PLANS

4 9NPM

ROOF DEMO AND

REPLACEMENT BUILDING 1

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 JUNE 7, 2021

100% CONSTRUCTION DOCUMENTS

626-21-50120-330

WVS

N

AREA OF WORK

KEY PLAN

2 4

# ROOF AREA

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

ROOF AREA 2 & 3 NEW WORK PLAN

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

ROOF AREA 2 & 3 DEMOLITION PLAN 0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

1 REMOVE ALL COMPONENTS OF COMPLETE

ROOFING SYSTEM DOWN TO EXISTING

STRUCTURAL DECK. INCLUDING, BUT NOT

LIMITED TO: ROOF INSULATION, COVER BOARD,

ROOF MEMBRANE, AND ROOF EDGE & COPING.

2 REMOVE ALL ABANDONED EQUIPMENT,

SUPPORTS, PIPES, ANTENNAS, ETC. NOT IN

USE. CONFIRM ABANDONED ITEMS WITH COR

PRIOR TO REMOVAL.

3 REMOVE EXISTING ROOF DRAIN BASKET

4 EXISTING GUTTER TO BE REMOVED

5 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING

PROTECTION AFTER REROOFING PER

ELECTRICAL DRAWINGS.

6 EXISTING EQUIPMENT TO REMAIN.

REMOVE FLASHING AS NECESSARY FOR

REROOFING.

7 EXISTING LADDER TO REMAIN.

8 EXISTING DOWNSPOUTS TO BE REMOVED.

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED

AT ALL ENTRY/EXIT POINTS FROM BUILDING

WHERE WORK IS BEING PERFORMED ABOVE.

SAFETY BARRIER TO INCLUDE COVERED

WALKWAYS BELOW AREAS WHERE ROOF

WORK IS BEING PERFORMED. SIGNAGE AND

BARRIER THE RESTRICT PEDESTRIAN TRAFFIC

IN AREAS WHERE WORK IS BEING PERFORMED

AND ANY PROTECTIVE MEASURES REQUIRED

TO PROTECT PATIENTS, STAFF, VISITOR OR

OTHER PERSONNEL FROM THE ROOF WORK

BEING PERFORMED.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFE DEVICES/

FALL PROTECTION.

C. LIGHTNING PROTECTION - CONTRACTOR SHALL

DESIGN A LIGHTNING PROTECTION SYSTEM

THAT MEETS VA SPECIFICATION 26 41 00

*FACILITY LIGHTNING PROTECTION* AND ALL

NFPA RELATED DOCUMENTS. LIGHTNING

PROTECTION SYSTEM SHALL MEET UL

REQUIREMENTS SUCH THAT THE SYSTEM

SHALL HAVE A MASTER LABEL CERTIFICATE.

D. CONTRACTOR SHALL COORDINATE ALL

DISCONNECTIONS OF POWER, HVAC,

ANTENNAS, ETC. REQUIRED FOR THE

INSTALLATION OF THE NEW ROOF SYSTEM

WITH THE COR PRIOR TO PERFORMING ANY

OPERATIONS.

E. CONTRACTOR SHALL INSTALL ROOF RAILING

SYSTEM THAT IS CURRENTLY ON SITE. RAILING

SYSTEM IS A WEIGHTED, GRAVITY SYSTEM AND

DOES NOT REQUIRE FASTENERS OR ROOF

SYSTEM PENETRATIONS TO BE INSTALLED ON

TOP OF NEW ROOF TO MATCH THE RAILINGS

PREVIOUSLY INSTALLED. COORDINATE WITH

COR.

SF AREA 2: 306 SF AREA 3: 996 SF AREA 2: 306 SF AREA 3: 996

1 INSTALL NEW VAPOR BARRIER ON EXISTING

STRUCTURAL DECK

2 INSTALL MIN R30 POLY ISO ROOF INSULATION

3 INSTALL 1/2" FIBER REINFORCED GYPSUM

BOARD COVER BOARD

4 INSTALL 2 PLY SBS MODIFIED BITUMEN

ROOFING VIA COLD ADHESIVE APPLIED METHOD.

5 INSTALL NEW GUTTER

6 PROVIDE NEW ROOF DRAIN INSERT

BASIS OF DESIGN: OLYFLOW HERCULES DRAIN

BY OMG ROOFING OR EQUAL, FOLLOW ALL

MANUFACTURER RECOMMENDATIONS.

7 INSTALL NEW DOWNSPOUT

EXISTING CONDITION - ROOF AREA 3 PHOTO

EXISTING CONDITION - ROOF AREA 2 PHOTO

ROOF AREA 2

ROOF AREA 3

V

V

D N

R A

M P

R

R

V

V

D N

R A

M P

R

R

V

R

V

R

4TH FLOOR

ROOF

40' - 0"

9' - 6"

4TH FLOOR

ROOF

A-501

TYP.

A-501

TYP.

A-501

_____ TYP.

A-501

TYP.

A-501

TYP. (5X)

A-501

AREAS WITH PROPOSED ROOF

REPLACEMENT

INDICATES ROOF SLOPE

ROOF DRAIN

SLOPE: 1/4"

ROOF LEGEND:

2ND FLOOR

ROOF

40' - 1"

9' - 0"

9' - 0"

7' - 0"

2ND FLOOR

ROOF

A-501

A-501

A-501

TYP.

A-501

_____ TYP.

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7

/2

:1

:0

A

M

A-103

ROOF AREA 4 & 5 - DEMOLITION & NEW

WORK ROOF PLANS

5 9NPM

ROOF DEMO AND

REPLACEMENT BUILDING 1

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 JUNE 7, 2021

100% CONSTRUCTION DOCUMENTS

626-21-50120-330

WVS

N

AREA OF WORK

KEY PLAN

2 4

# ROOF AREA

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

ROOF AREA 5 DEMOLITION PLAN

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

ROOF AREA 5 NEW WORK PLAN 0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

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

ROOF AREA 4 DEMOLITION PLAN 0 4 8 16

N O

R T

H

PLAN

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

ROOF AREA 4 NEW WORK PLAN 0 4 8 16

N O

R T

H

PLAN

1 REMOVE ALL COMPONENTS OF COMPLETE

ROOFING SYSTEM DOWN TO EXISTING

STRUCTURAL DECK. INCLUDING, BUT NOT

LIMITED TO: ROOF INSULATION, COVER BOARD,

ROOF MEMBRANE, AND ROOF EDGE & COPING.

2 REMOVE ALL ABANDONED EQUIPMENT,

SUPPORTS, PIPES, ANTENNAS, ETC. NOT IN

USE. CONFIRM ABANDONED ITEMS WITH COR

PRIOR TO REMOVAL.

3 REMOVE EXISTING ROOF DRAIN BASKET

4 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING

PROTECTION AFTER REROOFING PER

ELECTRICAL DRAWINGS.

5 EXISTING EQUIPMENT TO REMAIN.

REMOVE FLASHING AS NECESSARY FOR

REROOFING.

6 EXISTING VENT STACK TO REMAIN. REMOVE

FLASHING AS NECESSARY FOR REROOFING.

7 REMOVE MISCELLANEOUS PIPING AND

ASSOCIATED HARDWARE.

8 EXISTING PIPES TO REMAIN. REMOVE FLASHING

AS NECESSARY FOR REROOFING.

9 EXISTING LADDER TO REMAIN.

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED

AT ALL ENTRY/EXIT POINTS FROM BUILDING

WHERE WORK IS BEING PERFORMED ABOVE.

SAFETY BARRIER TO INCLUDE COVERED

WALKWAYS BELOW AREAS WHERE ROOF

WORK IS BEING PERFORMED. SIGNAGE AND

BARRIER THE RESTRICT PEDESTRIAN TRAFFIC

IN AREAS WHERE WORK IS BEING PERFORMED

AND ANY PROTECTIVE MEASURES REQUIRED

TO PROTECT PATIENTS, STAFF, VISITOR OR

OTHER PERSONNEL FROM THE ROOF WORK

BEING PERFORMED.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFE DEVICES/

FALL PROTECTION.

C. LIGHTNING PROTECTION - CONTRACTOR SHALL

DESIGN A LIGHTNING PROTECTION SYSTEM

THAT MEETS VA SPECIFICATION 26 41 00

*FACILITY LIGHTNING PROTECTION* AND ALL

NFPA RELATED DOCUMENTS. LIGHTNING

PROTECTION SYSTEM SHALL MEET UL

REQUIREMENTS SUCH THAT THE SYSTEM

SHALL HAVE A MASTER LABEL CERTIFICATE.

D. CONTRACTOR SHALL COORDINATE ALL

DISCONNECTIONS OF POWER, HVAC,

ANTENNAS, ETC. REQUIRED FOR THE

INSTALLATION OF THE NEW ROOF SYSTEM

WITH THE COR PRIOR TO PERFORMING ANY

OPERATIONS.

E. CONTRACTOR SHALL INSTALL ROOF RAILING

SYSTEM THAT IS CURRENTLY ON SITE. RAILING

SYSTEM IS A WEIGHTED, GRAVITY SYSTEM AND

DOES NOT REQUIRE FASTENERS OR ROOF

SYSTEM PENETRATIONS TO BE INSTALLED ON

TOP OF NEW ROOF TO MATCH THE RAILINGS

PREVIOUSLY INSTALLED. COORDINATE WITH

COR.

SF AREA 4: 1,668

SF AREA 5: 2,990

SF AREA 4: 1,668

SF AREA 5: 2,990

1 INSTALL NEW VAPOR BARRIER ON EXISTING

STRUCTURAL DECK

2 INSTALL MIN R30 POLY ISO ROOF INSULATION

3 INSTALL 1/2" FIBER REINFORCED GYPSUM

BOARD COVER BOARD

4 INSTALL 2 PLY SBS MODIFIED BITUMEN

ROOFING VIA COLD ADHESIVE APPLIED METHOD.

5 PROVIDE AND INSTALL FLASHING FOR EXISTING

VENT STACK

6 PROVIDE NEW ROOF DRAIN INSERT

BASIS OF DESIGN: OLYFLOW HERCULES DRAIN

BY OMG ROOFING OR EQUAL, FOLLOW ALL

MANUFACTURER RECOMMENDATIONS.

7 PROVIDE AND INSTALL FLASHING FOR EXISTING

PIPES.

EXISTING CONDITION - ROOF AREA 4 PHOTO

EXISTING CONDITION - ROOF AREA 5 PHOTO

EXISTING CONDITION - ROOF AREA 5 PHOTO

EXISTING CONDITION - ROOF AREA 5 PHOTO

4TH FLOOR ROOF

3RD FLOOR ROOF

2ND FLOOR ROOF

R

R R

R R

4TH FLOOR ROOF

3RD FLOOR ROOF

2ND FLOOR ROOF

R

R R

R R

1 2

4 5

E.J.E.J.

E.J.E.J.

A-501

TYP.

A-501

TYP.

A-501

V.I.F.

A-501 _____ V.I.F.

A-501

A-501 _____ 1

A-501

A-501

A-501 _____5

A-501

TYP.

AREAS WITH PROPOSED ROOF

REPLACEMENT

INDICATES ROOF SLOPE

ROOF DRAIN

SLOPE: 1/4"

ROOF LEGEND:

72' - 0"

84' - 3"

100' - 7"

86' - 2"

74' - 11"

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7

/2

:1

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A

M

A-104

ROOF AREA 7 - DEMOLITION & NEW

WORK ROOF PLANS

6 9NPM

ROOF DEMO AND

REPLACEMENT BUILDING 1

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 JUNE 7, 2021

100% CONSTRUCTION DOCUMENTS

626-21-50120-330

WVS

N

AREA OF WORK

KEY PLAN

2 4

# ROOF AREA

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

ROOF AREA 7 DEMOLITION PLAN

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

ROOF AREA 7 NEW WORK PLAN

0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

1 REMOVE ALL COMPONENTS OF COMPLETE

ROOFING SYSTEM DOWN TO EXISTING

STRUCTURAL DECK. INCLUDING, BUT NOT

LIMITED TO: ROOF INSULATION, COVER BOARD,

ROOF MEMBRANE, AND ROOF EDGE & COPING.

2 REMOVE ALL ABANDONED EQUIPMENT,

SUPPORTS, PIPES, ANTENNAS, ETC. NOT IN

USE. CONFIRM ABANDONED ITEMS WITH COR

PRIOR TO REMOVAL.

3 REMOVE EXISTING ROOF DRAIN BASKET

4 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING

PROTECTION AFTER REROOFING PER

ELECTRICAL DRAWINGS.

5 EXISTING EQUIPMENT TO REMAIN.

REMOVE FLASHING AS NECESSARY FOR

REROOFING.

6 DEMO EXISTING PAVERS AND SUPPORTS PRIOR

TO REROOFING.

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED

AT ALL ENTRY/EXIT POINTS FROM BUILDING

WHERE WORK IS BEING PERFORMED ABOVE.

SAFETY BARRIER TO INCLUDE COVERED

WALKWAYS BELOW AREAS WHERE ROOF

WORK IS BEING PERFORMED. SIGNAGE AND

BARRIER THE RESTRICT PEDESTRIAN TRAFFIC

IN AREAS WHERE WORK IS BEING PERFORMED

AND ANY PROTECTIVE MEASURES REQUIRED

TO PROTECT PATIENTS, STAFF, VISITOR OR

OTHER PERSONNEL FROM THE ROOF WORK

BEING PERFORMED.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFE DEVICES/

FALL PROTECTION.

C. LIGHTNING PROTECTION - CONTRACTOR SHALL

DESIGN A LIGHTNING PROTECTION SYSTEM

THAT MEETS VA SPECIFICATION 26 41 00

*FACILITY LIGHTNING PROTECTION* AND ALL

NFPA RELATED DOCUMENTS. LIGHTNING

PROTECTION SYSTEM SHALL MEET UL

REQUIREMENTS SUCH THAT THE SYSTEM

SHALL HAVE A MASTER LABEL CERTIFICATE.

D. CONTRACTOR SHALL COORDINATE ALL

DISCONNECTIONS OF POWER, HVAC,

ANTENNAS, ETC. REQUIRED FOR THE

INSTALLATION OF THE NEW ROOF SYSTEM

WITH THE COR PRIOR TO PERFORMING ANY

OPERATIONS.

E. CONTRACTOR SHALL INSTALL ROOF RAILING

SYSTEM THAT IS CURRENTLY ON SITE. RAILING

SYSTEM IS A WEIGHTED, GRAVITY SYSTEM AND

DOES NOT REQUIRE FASTENERS OR ROOF

SYSTEM PENETRATIONS TO BE INSTALLED ON

TOP OF NEW ROOF TO MATCH THE RAILINGS

PREVIOUSLY INSTALLED. COORDINATE WITH

COR.

SF AREA 7: 5,296

SF AREA 7: 5,296

1 INSTALL NEW VAPOR BARRIER ON EXISTING

STRUCTURAL DECK

2 INSTALL MIN R30 POLY ISO ROOF INSULATION

3 INSTALL 1/2" FIBER REINFORCED GYPSUM

BOARD COVER BOARD

4 INSTALL 2 PLY SBS MODIFIED BITUMEN

ROOFING VIA COLD ADHESIVE APPLIED METHOD.

5 PROVIDE NEW ROOF DRAIN INSERT

BASIS OF DESIGN: OLYFLOW HERCULES DRAIN

BY OMG ROOFING OR EQUAL, FOLLOW ALL

MANUFACTURER RECOMMENDATIONS.

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

ROOF AREA 7 EXISTING PAVER PLAN

SF AREA 7: 5,296

0 4 8 16

N O

R T

H

PLANEXISTING CONDITION - ROOF AREA 7 PHOTOS

FAN ROOM #6 ROOF

R

FAN ROOM #6 ROOF

R

RR

1ST FLOOR ROOF R

V

E

1ST FLOOR ROOF R

V

E

5TH FLOOR

ROOF

40' - 0"

5TH FLOOR

ROOF

1 2 3 4

A-501

A-501

A-501

AREAS WITH PROPOSED ROOF

REPLACEMENT

INDICATES ROOF SLOPE

ROOF DRAIN

SLOPE: 1/4"

ROOF LEGEND:

3' - 7"

A-501

A-501

TYP.

SEE DETAIL

4/A-501

45' - 5"

"1

A-501

_____ TYP.

A-501

_____TYP.

A-501

TYP.

A-501

TYP.

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7

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:1

:1

A

M

A-105

ROOF AREA 6, 8 & 9 - DEMOLITION &

NEW WORK ROOF PLANS

7 9NPM

ROOF DEMO AND

REPLACEMENT BUILDING 1

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 JUNE 7, 2021

100% CONSTRUCTION DOCUMENTS

626-21-50120-330

WVS

N

AREA OF WORK

KEY PLAN

2 4

# ROOF AREA

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

ROOF AREA 8 DEMOLITION PLAN

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

ROOF AREA 8 NEW WORK PLAN 0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

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

ROOF AREA 9 DEMOLITION PLAN

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

ROOF AREA 9 NEW WORK PLAN 0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

1 REMOVE ALL COMPONENTS OF COMPLETE

ROOFING SYSTEM DOWN TO EXISTING

STRUCTURAL DECK. INCLUDING, BUT NOT

LIMITED TO: ROOF INSULATION, COVER BOARD,

ROOF MEMBRANE, AND ROOF EDGE & COPING.

2 REMOVE ALL ABANDONED EQUIPMENT,

SUPPORTS, PIPES, ANTENNAS, ETC. NOT IN

USE. CONFIRM ABANDONED ITEMS WITH COR

PRIOR TO REMOVAL.

3 REMOVE EXISTING ROOF DRAINS BASKET

4 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING

PROTECTION AFTER REROOFING PER

ELECTRICAL DRAWINGS.

5 EXISTING EQUIPMENT TO REMAIN.

REMOVE FLASHING AS NECESSARY FOR

REROOFING.

6 EXISTING VENT STACK TO REMAIN. REMOVE

FLASHING AS NECESSARY FOR REROOFING.

7 EXISTING HVAC DUCTWORK TO REMAIN AND TO

BE PROTECTED FROM DAMAGE THROUGHOUT

REROOFING CONSTRUCTION PERIOD.

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED

AT ALL ENTRY/EXIT POINTS FROM BUILDING

WHERE WORK IS BEING PERFORMED ABOVE.

SAFETY BARRIER TO INCLUDE COVERED

WALKWAYS BELOW AREAS WHERE ROOF

WORK IS BEING PERFORMED. SIGNAGE AND

BARRIER THE RESTRICT PEDESTRIAN TRAFFIC

IN AREAS WHERE WORK IS BEING PERFORMED

AND ANY PROTECTIVE MEASURES REQUIRED

TO PROTECT PATIENTS, STAFF, VISITOR OR

OTHER PERSONNEL FROM THE ROOF WORK

BEING PERFORMED.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFE DEVICES/

FALL PROTECTION.

C. LIGHTNING PROTECTION - CONTRACTOR SHALL

DESIGN A LIGHTNING PROTECTION SYSTEM

THAT MEETS VA SPECIFICATION 26 41 00

*FACILITY LIGHTNING PROTECTION* AND ALL

NFPA RELATED DOCUMENTS. LIGHTNING

PROTECTION SYSTEM SHALL MEET UL

REQUIREMENTS SUCH THAT THE SYSTEM

SHALL HAVE A MASTER LABEL CERTIFICATE.

D. CONTRACTOR SHALL COORDINATE ALL

DISCONNECTIONS OF POWER, HVAC,

ANTENNAS, ETC. REQUIRED FOR THE

INSTALLATION OF THE NEW ROOF SYSTEM

WITH THE COR PRIOR TO PERFORMING ANY

OPERATIONS.

E. CONTRACTOR SHALL INSTALL ROOF RAILING

SYSTEM THAT IS CURRENTLY ON SITE. RAILING

SYSTEM IS A WEIGHTED, GRAVITY SYSTEM AND

DOES NOT REQUIRE FASTENERS OR ROOF

SYSTEM PENETRATIONS TO BE INSTALLED ON

TOP OF NEW ROOF TO MATCH THE RAILINGS

PREVIOUSLY INSTALLED. COORDINATE WITH

COR.

SF AREA 9: 55

SF AREA 8: 830

SF AREA 9: 55

SF AREA 8: 830

0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

SF AREA 6: 1,892 SF AREA 6: 1,892

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

ROOF AREA 6 DEMOLITION PLAN

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

ROOF AREA 6 NEW WORK PLAN

1 INSTALL NEW VAPOR BARRIER ON EXISTING

STRUCTURAL DECK

2 INSTALL MIN R30 POLY ISO ROOF INSULATION

3 INSTALL 1/2" FIBER REINFORCED GYPSUM

BOARD COVER BOARD

4 INSTALL 2 PLY SBS MODIFIED BITUMEN

ROOFING VIA COLD ADHESIVE APPLIED METHOD.

5 NEW FLASHING FOR EXISTING VENT STACK

6 PROVIDE NEW ROOF DRAIN INSERT

BASIS OF DESIGN: OLYFLOW HERCULES DRAIN

BY OMG ROOFING OR EQUAL, FOLLOW ALL

MANUFACTURER RECOMMENDATIONS.

7 NEW FLASHING WHERE REMOVED

EXISTING CONDITION - ROOF AREA 6 PHOTO

EXISTING CONDITION - ROOF AREA 8 PHOTO

EXISTING CONDITION - ROOF AREA 9 PHOTO

NOTE COURTYARD AREA:

COORDINATE CONSTRUCTION MATERIAL ROUTE WITH VA COR.

NOTE COURTYARD AREA:

COORDINATE CONSTRUCTION MATERIAL ROUTE WITH VA COR.

1ST FLOOR ROOF

R

1ST FLOOR ROOF

R

CANOPY ROOF

R

CANOPY ROOF

R

RR

CANOPY ROOF

E

R R

CANOPY ROOF

E

R R

20' - 0"

1 2

3 4

A-501

TYP.

A-501

A-501

1 2 3 4 5

22' - 10"

8' - 0"

1 2 3 4

A-501

A-501

4TH FLOOR

ROOF

MORGUE GARAGE

9' - 6"

1ST FLOOR

4TH FLOOR

ROOF

MORGUE GARAGE

A-501

TYP.

SEE DETAIL

4/A-501

A-501

1ST FLOOR

AREAS WITH PROPOSED ROOF

REPLACEMENT

INDICATES ROOF SLOPE

ROOF DRAIN

SLOPE: 1/4"

ROOF LEGEND:

1 2

14' - 2"

1 2 3 4

A-501

TYP.

A-501

A-501

A-501

## KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/7

/2

:1

:2

A

M

A-106

ROOF AREAS 10, 11, 12 & 13 -

DEMOLITION & NEW WORK ROOF

PLANS

8 9NPM

ROOF DEMO AND

REPLACEMENT BUILDING 1

TVHS VA MEDICAL CENTER

NASHVILLE CAMPUS

1310 24TH AVENUE SOUTH

NASHVILLE, TN 37212 JUNE 7, 2021

100% CONSTRUCTION DOCUMENTS

626-21-50120-330

WVS

N

AREA OF WORK

KEY PLAN

2 4

# ROOF AREA

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

ROOF AREA 10 DEMOLITION PLAN

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

ROOF AREA 10 NEW WORK PLAN

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

ROOF AREA 11 DEMOLITION PLAN

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

ROOF AREA 11 NEW WORK PLAN

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

ROOF AREA 12 DEMOLITION PLAN

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

ROOF AREA 12 NEW WORK PLAN

0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

0 4 8 16

N O

R T

H

PLAN

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED

AT ALL ENTRY/EXIT POINTS FROM BUILDING

WHERE WORK IS BEING PERFORMED ABOVE.

SAFETY BARRIER TO INCLUDE COVERED

WALKWAYS BELOW AREAS WHERE ROOF

WORK IS BEING PERFORMED. SIGNAGE AND

BARRIER THE RESTRICT PEDESTRIAN TRAFFIC

IN AREAS WHERE WORK IS BEING PERFORMED

AND ANY PROTECTIVE MEASURES REQUIRED

TO PROTECT PATIENTS, STAFF, VISITOR OR

OTHER PERSONNEL FROM THE ROOF WORK

BEING PERFORMED.

B. CONTRACTOR TO SET UP AND MAINTAIN

TEMPORARY GUARDS AT EDGE OF ROOF

WHERE WORK IS BEING PERFORMED AND ALL

PERSONNEL WEAR PROPER SAFE DEVICES/

FALL PROTECTION.

C. LIGHTNING PROTECTION - CONTRACTOR SHALL

DESIGN A LIGHTNING PROTECTION SYSTEM

THAT MEETS VA SPECIFICATION 26 41 00

*FACILITY LIGHTNING PROTECTION* AND ALL

NFPA RELATED DOCUMENTS. LIGHTNING

PROTECTION SYSTEM SHALL MEET UL

REQUIREMENTS SUCH THAT THE SYSTEM

SHALL HAVE A MASTER LABEL CERTIFICATE.

D. CONTRACTOR SHALL COORDINATE ALL

DISCONNECTIONS OF POWER, HVAC,

ANTENNAS, ETC. REQUIRED FOR THE

INSTALLATION OF THE NEW ROOF SYSTEM

WITH THE COR PRIOR TO PERFORMING ANY

OPERATIONS.

E. CONTRACTOR SHALL INSTALL ROOF RAILING

SYSTEM THAT IS CURRENTLY ON SITE. RAILING

SYSTEM IS A WEIGHTED, GRAVITY SYSTEM AND

DOES NOT REQUIRE FASTENERS OR ROOF

SYSTEM PENETRATIONS TO BE INSTALLED ON

TOP OF NEW ROOF TO MATCH THE RAILINGS

PREVIOUSLY INSTALLED. COORDINATE WITH

COR.

SF AREA 12: 190

SF AREA 11: 242

SF AREA 10: 339

SF AREA 12: 190

SF AREA 11: 242

SF AREA 10: 339

1 REMOVE ALL COMPONENTS OF COMPLETE

ROOFING SYSTEM DOWN TO EXISTING

STRUCTURAL DECK. INCLUDING, BUT NOT

LIMITED TO: ROOF INSULATION, COVER BOARD,

ROOF MEMBRANE, AND ROOF EDGE & COPING.

2 REMOVE ALL ABANDONED EQUIPMENT,

SUPPORTS, PIPES, ANTENNAS, ETC. NOT IN

USE. CONFIRM ABANDONED ITEMS WITH COR

PRIOR TO REMOVAL.

3 REMOVE EXISTING ROOF DRAIN BASKET

4 EXISTING LIGHTNING PROTECTION TO BE

REMOVED. INSTALL NEW LIGHTNING

PROTECTION AFTER REROOFING PER

ELECTRICAL DRAWINGS.

5 EXISTING EQUIPMENT TO REMAIN.

REMOVE FLASHING AS NECESSARY FOR

REROOFING.

6 ABANDONED CURB TO BE REMOVED

1 INSTALL NEW VAPOR BARRIER ON EXISTING

STRUCTURAL DECK

2 INSTALL MIN R30 POLY ISO ROOF INSULATION

3 INSTALL 1/2" FIBER REINFORCED GYPSUM

BOARD COVER BOARD

4 INSTALL 2 PLY SBS MODIFIED BITUMEN

ROOFING VIA COLD ADHESIVE APPLIED METHOD.

5 PROVIDE NEW ROOF DRAIN INSERT

BASIS OF DESIGN: OLYFLOW HERCULES DRAIN

BY OMG ROOFING OR EQUAL, FOLLOW ALL

MANUFACTURER RECOMMENDATIONS.

6 NEW FLASHING WHERE REMOVED

EXISTING CONDITION - ROOF AREA 10 PHOTO

EXISTING CONDITION - ROOF AREA 11 PHOTO

EXISTING CONDITION - ROOF AREA 12 PHOTO

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

ROOF AREA 13 DEMOLITION

PLAN

0 4 8 16

N O

R T

H

PLAN

SF AREA 11: 462

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

ROOF AREA 13 NEW WORK

PLAN

0 4 8 16

N O

R T

H

PLAN

SF AREA 11: 462

EXISTING CONDITION - ROOF AREA 13 PHOTO

NOTE COURTYARD AREA:

COORDINATE CONSTRUCTION MATERIAL ROUTE WITH VA COR.

NOTE COURTYARD AREA:

COORDINATE CONSTRUCTION MATERIAL ROUTE WITH VA COR.

PT WOOD

BLOCKING

PT WOOD CANT STRIP

SBS BASE SHEET

R.30 POLY ISO.

INSULATION ADHERED

TO EXISTING DECK.

EXISTING

STRUCTURAL DECK

TO REMAIN

EXISTING EQUIPMENT

TO BE REINSTALLED

EXISTING EQUIPMENT BASE

5/8" GYP. COVER

BOARD

VAPOR BARRIER

SBS CAP SHEET

REMOVE & REINSTALL

EXIST. METAL CAP

RUN BASE…