Combined Drawings.pdf

Engineers Architects

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 SITE MAP CAMPUS MAP

PROJECT IMAGE

1D & 10

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GC001

COVER

1 3AT

REMOVE AND REPLACE

ROOFING BUILDINGS 1D AND

VA SIERRA NEVADA HEALTH CARE

SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

REMOVE AND REPLACE ROOFING

BUILDINGS 1D AND 10

VA SIERRA NEVADA HEALTH CARE SYSTEM

975 KIRMAN AVE, RENO, NV 89502

VA PROJECT #: 654-18-815 APOGEE PROJECT #: 18-078

WVS

DRAWING LIST

GENERAL

GC001 COVER 1 3

GC100 GENERAL SITE INFORMATION 2 3

GC101 INFECTION CONTROL RISK MANAGEMENT 3 3

ARCHITECTURAL

AG001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 7

AD101 ROOF DEMOLITION PLAN BUILDING ID 2 7

AD110 ROOF DEMOLITION PLAN BUILDING 10 3 7

AE101 ROOF PLAN - BUILDING ID 4 7

AE110 ROOF PLAN - BUILDING 10 5 7

AE501 TYPICAL ROOF DETAILS 6 7

AE502 EXISTING ROOF BUILDING 1D 7 7

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS 1 2

E-501 ELECTRICAL DETAILS 2 2

BUILDINGS INCLUDED ON SCOPE OF WORK

DocuSign Envelope ID: 8A2E514C-AFA8-417D-AC95-21D72CF7574D

6/29/2020

## 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

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#

/2

/2

:0

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M

GC100

GENERAL SITE INFORMATION

2 3WVS AT

REMOVE AND REPLACE

ROOFING BUILDINGS 1D AND

VA SIERRA NEVADA HEALTH CARE

SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

1D & 10

2 1 7

5 4

1 POTENTIAL AREA TO SET CRANE TO STAGE

MATERIALS ON ROOF FOR BUILDING 1D (4

STORIES). COORDINATE CRANE LOCATION AND

TIME WITH COR 13 DAYS IN ADVANCE.

2 EXISTING EMERGENCY DEPARTMENT ENTRANCE

AREA. DO NOT IMPEDE.

3 AREA FOR SCAFFOLDING STAIR TOWER FOR ROOF

ACCESS. NO ROOF ACCESS THRU BUILDING.

COORDINATE EXACT LOCATION AND

CONFIGURATION WITH COR. SCAFFOLDING

TOWER TO ADHERE TO ALL OSHA GUIDELINES.

SUBMITTAL DRAWINGS REQUIRED.

4 POTENTIAL AREA TO SET CRANE TO STAGE

MATERIALS ON ROOF FOR BUILDING 10. (1 STORY)

COORDINATE CRANE LOCATION & TIME WITH COR

15 DAYS IN ADVANCE

5 ACCESS TO BUILDING 10 ROOF TO BE BY

CONTRACTOR SUPPLIED OSHA COMPLIANT

LADDERS. COORDINATE LOCATIONS WITH COR.

6 CONTRACTOR TO PROVIDE TEMPORARY

EXTERIOR RESTROOM FACILITIES AT EACH

BUILDING. COORDINATE LOCATIONS WITH COR.

7 POTENTIAL LOCATION FOR DEBRIS CHUTE AND

DUMPSTER. DUMPSTER TO HAVE DUST COVER.

1D

1. Remove barrier material carefully to minimize spreading of dirt and debris associated with construction.

2. Contain construction waste before transport in tightly covered containers.

3. Cover transport receptacles or carts. Tape covering unless solid lid.

4. Vacuum work area with HEPA filtered vacuums.

5. Wet mop area with disinfectant.

6. Remove or isolation of HVAC system in areas where work was being performed.

1. Isolate HVAC system in areas where work is being done to prevent contamination of duct system.

2. Complete all critical barriers i.e. sheetrock, plywood, plastic, to seal area from non work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration unit.

4. Seal holes, pipes, conduits, and punctures appropriately.

5. Construct anteroom and require all personnel to pass through this room so they can be vacuumed sing a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that re removed each time they leave the work site.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Department and Infection Control Department and thoroughly cleaned by the owner's Environmental Services Department.

1. Do not remove barriers from work area until completed project is inspected by the owner's Safety Department and Infection Control Department and thoroughly cleaned by the owner's Environmental Services Department.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with disinfectant

5. Remove isolation of HVAC system in areas where work is being performed.

1. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers i.e. sheetrock, plywood, plastic to seal area from non work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA-equipped air filtration units if indicated.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covers.

1. Provide active means to prevent airborne dust from dispersing into atmosphere.

2. Water mist work surfaces to control dust while cutting.

3. Seal unused doors with duct tape.

4. Block off and seal air vents.

5. Place dust mat at entrance and exit of work area. Replace used mats in accordance with manufacturer's recommendations.

6. Remove or isolate HVAC system in area where work is being done to prevent contamination of duct system.

1. W ipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum work area with HEPA filtered vacuum before leaving work areas.

4. Remove isolation of HVAC system in areas where work is being performed.

1. Execute work by methods to minimize raising dust from construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection.

Inspection and Non-Invasive Activities

Includes, but is not limited to:

- removal of ceiling tiles for visual inspection limited to 1 tile per 50 square feet

- painting (but not sanding)

- wall covering, electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection

Small scale, short duration activities which create minimal dust

Includes, but is not limited to:

- installation of telephone and computer cabling

- access to chase spaces

- cutting of walls or ceiling where dust migration can be controlled

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies

Includes, but is not limited to:

- sanding of walls for painting or wall covering

- removal of floor coverings, ceiling tiles and casework

- new wall construction

- minor duct work or electrical work above ceilings

- major cabling activities

- any activity which cannot be completed within a single work shift

Major demolition and construction projects

Includes, but is not limited to:

- activities which require consecutive work shifts

- requires heavy demolition or removal of a complete cabling system

- new construction

• Cardiology

• Echocardiography

• Endoscopy

• Nuclear Medicine

• Physical Therapy

• Radiology / MRI

• Respitory Therapy

• CCU

• Emergency Room

• Labor & Delivery

• Laboratories (soecimen)

• Newborn Nursery

• Outpatient Surgery

• Pediatrics

• Pharmacy

• Post Anesthesia Care Unit

• Surgical Units

• Any area caring for immunocompromised patients

• Burn Unit

• Cardiac Cath Lab

• Central Sterile Supply

• Intensive Care Units

• Medical Unit

• Negative pressure isolation rooms

• Oncology

• Operation rooms including C-section rooms

• Office Spaces

C L

A S

S I

V C

L A

S S

I

II

C L

A S

S I

I C

L A

S S

PATIENT RISK GROUPS

LOW Risk Group

MEDIUM Risk Group

HIGH Risk Group

HIGHEST Risk Group

TYPE A TYPE B TYPE C TYPE D

I II II III/IV

I II III IV

I II III/IV IV

II III/IV I/IV IV

During Construction Project: Upon Completion of Project:

TYPE D

TYPE C

TYPE B

TYPE A

Group 1 Low Risk

Group 2 Medium Risk

Group 3 High Risk

Group 4 Highest Risk

Patient Risk Group Table

Infection Control Matrix - Class of Precautions: Construction Project ny Ptient Risk

Construction Project Type

Note: Infection Control approval will be required when the Contruction Activity and Risk Level indicated that Class III or Class IV Control procedures are necessary.

It's the Contractor's Responsibility to provide the following Infection Control Precautions depending upon the Area Class Designation

Type of Construction Project activity (Type A-D)

INFECTION CONTROL RISK ASSESSMENT MATRIX OF PRECAUTIONS FOR

CONSTRUCTION AND RENOVATION

GENERAL NOTES

INFECTION CONTROL RISK ASSESSMENT NOTES:

1. CONTRACTOR SHALL VISIT ALL AREAS OF WORK, INCLUDING WALKING THE SITE, MEASURING EXISTING DIMENSIONS AND OBSERVING EXISTING CONDITIONS BEFORE BEGINNING WORK, ORDERING MATERIALS, OR STARTING ANY CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS OF EXISTING SITE CONDITION PRIOR TO START OF WORK AND ORDERING OF MATERIALS.

2. CONTRACTOR IS RESPONSIBLE FOR DETERMINING INFECTION CONTROL PRECAUTION MEASURES BASED ON THE TYPE AND LOCATION OF WORK BEING PERFORMED. CONFIRM PRECAUTION MEASURES WITH COR PRIOR TO BEGINNING WORK IN SAID AREA.

3. PENETRATIONS THRU RATED CONSTRUCTION (FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, SMOKE PARTITIONS, HORIZONTAL ASSEMBLIES, AND VERTICAL OPENINGS) SHALL MAINTAIN CONTINUITY OF RATED CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR IDENTIFYING RATED AREAS AND FIRESTOPPING ALL PENETRATIONS. CONTACT COR AND A/E FOR CLARIFICATION AS

NEEDED. VA GUIDELINES STATE ALL RATED CONSTRUCTION TO BE CLEARLY LABELED.

4. CONTRACTOR SHALL RECYCLE REMOVED MATERIALS WHENEVER POSSIBLE. SEE DIVISION 1 SPECIFICATIONS.

5. CONTRACTOR TO PROTECT AREA ADJACENT TO THE DEMOLITION AND NEW CONSTRUCTION WORK TO PREVENT DAMAGES. (IF DAMAGED, REPAIR, PATCH, REPLACE, OR SAND SMOOTH AND TO MATCH EXISTING ADJACENT MATERIALS.)

6. CONTRACTOR SHALL REPORT TO COR IMMEDIATELY WHEN DISCREPANCIES TO THE DRAWINGS ARE FOUND IN THE FIELD.

7. CONTRACTOR TO INSTALL TEMPORARY BALL-IN-TUBE SYSTEM TO MONITOR AND ENSURE PRESSURE LEVEL TO MEET VA GUIDELINE WITHIN CONSTRUCTION AREA. (CONTRACTOR TO VERIFY LOCATIONS) WITH VA COR PRIOR TO INSTALLATION.

* OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS.

COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS.

SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

DO NOT REMOVE BARRIERS FROM W ORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT.

COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. WET MOP AREA W ITH DISINFECTANT. REMOVE ISOLATION OF HVAC SYSTEM

IN AREAS WHERE WORK IS BEING PERFORMED.

COVER ALL RETURNS AND SUPPLY DUCTS AT THE GRATE/DIFFUSES WITH FILTER MEDIA OR BLANKED OFF ENTIRELY PER ICRA

REQUIREMENTS.

KEEP CONSTRUCTION SITE CLEAN & NEAT AT ALL TIMES.

CONTRACTOR TO CLEAN THE CONSTRUCTION AREA, AND PREPARE FOR SAFETY AND INFECTION CONTROL'S INSPECTION AND

FINAL CLEANING BY VA ECM STAFF.

VA ECM STAFF WILL PERFORM FINAL VERIFICATION OF CLEANING AND SANITATION.

ICRA ENCLOSURE NOTES

ICRA BARRIERS MUST MATCH FIRE RATING OF WALL IT IS CREATING AN ENCLOSURE TO.

EXAMPLE: 2 HOUR FIRE BARRIER, ICRA ENCLOSURE AROUND DOOR MUST MAINTAIN 2 HOUR RATING.

NON RATED ICRA ENCLOSURES/BARRIERS CAN BE PLASTIC TYPE, BASIS OF DESIGN EDGEGUARD TYPE SYSTEM (OR EQUAL), OR CONSTRUCTED PARTITION TYPE. NON RATED ENCLOSURES/BARRIERS MUST CONTROL AND ISOLATE DUST.

CONTRACTOR TO VERIFY TYPE OF BARRIER PER LOCATION AND COORDINATE WITH C.O.R. PRIOR TO INSTALLATION

Engineers Architects

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.

1D & 10

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GC101

INFECTION CONTROL RISK

MANAGEMENT

3 3AT

REMOVE AND REPLACE

ROOFING BUILDINGS 1D AND

VA SIERRA NEVADA HEALTH CARE

SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

WVS

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

ICRA INFECTION CONTROL RISK

ASSESSMENT

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

PLYW D PLYW OOD

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&G TONGUE AND GROOVE

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

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WWF WELDED WIRE FABRIC

WD WOOD

WH WATER HEATER

WT WEIGHT

CL

1. INDICATIONS OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR GENERAL SCOPE DEFINITION AND REFLECT THE UNDERSTANDING OF THE DESIGNER AS TO THE LIMITATIONS OF THE W ORK AREA IN AN OCCUPIED AREA. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY AGREEMENT BETWEEN THE COR AND

CONTRACTOR BEFORE THE START OF THE WORK.

2. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT DRAW INGS ARE PREPARED USING DIMENSIONS AND PRODUCT AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE AND 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 SHOW N.

CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESS FOR RECESSED OR SEMI-RECESSED PRODUCTS) AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE

NECESSARY BECAUSE OF THESE DIFFERENCES.

3. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS USED 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, OR OF THE DRAWINGS AND SPECIFICATIONS AS A W HOLE. 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.

4. 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. W HERE 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.

5. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR

ORDERING MATERIAL. NOTIFY THE COR OF ANY DISCREPANCY DISCOVERED.

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

7. 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 PROCEEDING WITH THE WORK.

8. 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.

9. COORDINATE WORK OF ALL TRADES PRIOR TO STARTING CONSTRUCTION.

10. THE CONTRACTOR AND SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL BE RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, LAWS, SAFETY REGULATIONS, HAZARDOUS W ASTE LAWS, ETC. THE CONTRACTOR SHALL

FURNISH ALL NECESSARY PERMITS.

11. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA, ETC.) INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL, MECHANICAL, ELECTRICAL, AND DATA SYSTEMS. THE DOCUMENTS DO NOT AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE NECESSARY W ORK REQUIRED FOR FULL PERFORMANCE OF, AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THEIR WORK. ALL WORK SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK UNLESS A LONGER WARRANTY IS INDICATED IN THE SPECIFICATIONS.

12. CONTRACTORS SHALL FOLLOW AND OBEY ALL FEDERAL, STATE AND LOCAL CODES, LAWS, SAFETY REGULATIONS AND HAZARDOUS WASTE LAWS, ETC.

13. LIGHTING 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 U.L. REQUIREMENTS SUCH THAT THE SYSTEM SHALL HAVE A MASTER LABEL

CERTIFICATE.

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

TRUE NORTH ARROW

PROJECT NORTH ARROW

A8.1

EXTERIOR 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

WALL GRID

(REPRESENTS

FACE OF EXISTING

WALL)

XX.X

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTH

PLAN

NORTH

TRUE

0 4 8 16

Engineers Architects

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.

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AG001

ARCHITECTURAL SYMBOLS,

ABBREVIATIONS AND NOTES

1 7AT

REMOVE AND REPLACE

ROOFING BUILDINGS 1D AND

VA SIERRA NEVADA HEALTH CARE

SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

WVS

ABBREVIATIONS

GENERAL NOTES

GENERAL SYMBOL LEGEND

DocuSign Envelope ID: E0E46BA5-6986-441F-82F6-2ACF9BB87656

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.

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AD101

ROOF DEMOLITION PLAN BUILDING ID

2 7AT

REMOVE AND REPLACE

ROOFING BUILDINGS 1D AND

VA SIERRA NEVADA HEALTH CARE

SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

WVS

0 4 8 16

NORTH

PLAN

01 REMOVE EXISTING BALLAST, PAVERS AND DISPOSE

OF PROPERLY.

02 REMOVE EXISTING SINGLE PLY ROOF SYSTEM,

INSTALLATION, PROTECTION BOARD, ETC. TO

SUBSTRATE.

03 EXISTING EXHAUST FAN TO REMAIN.

04 EXISTING ROOF TOP EQUIPMENT TO REMAIN.

05 EXISTING ROOF DRAIN TO REMAIN.

06 REMOVE EXISTING CHILLER WATER PIPING NO

LONGER IN USES.

07 EXISTING ROOF HATCH TO BE REMOVED.

08 EXISTING EQUIPMENT STANDS NO LONGER IN USES,

REMOVE FROM ROOF.

09 EXISTING DUCTWORK ON RAISED SUPPORTS TO

REMAIN.

11 EXISTING PIPE ON ROOF TO REMAIN.

12 EXISTING SOLAR ARRAY TO BE REMOVED AND

DISPOSED OF. DISCONNECT AND REMOVE ALL

EXISTING ASSOCIATED CONDUCTORS, CONDUITS,

MOUNTING BRACKETS, AND HARDWARE.

13 EXISTING 16 TON RTU TO BE REPLACED WITH SIMILAR

SIZE UNIT BEFORE REROOF PROJECT TO START.

14 EXISTING ANTENNA TO REMAIN, ANTENNA IS

MOVABLE NOT SECURED TO ROOF DECK.

15 EXISTING VENTS THRU ROOF TO REMAIN.

16 EXISTING SOLAR ARRAY EQUIPMENT ENCLOSURE

AND RACK-MOUNTED COMMUNICATION EQUIPOMENT

TO BE REMOVED. REMOVE ALL EQUIPMENT,

ENCLOSURE, STAND CONDUCTORS, AND CONDUIT

ASSOCIATED WITH THE SOLAR ARRAY EQUIPMENT.

REMOVE THE ASSOCIATED EQUIPMENT FEEDING

CONDUCTORS BACL TO THE CONNECTION POINT

WITH EXISTING ELECTRICAL DISTRIBUTION

EQUIPMENT (PANEL).

17 EXISTING SPS EXHAUST EQUIPMENT TO REMAIN IN

SERVICE.

18 DISCONNECT AND REMOVE ALL CONDUCTORS AND

CONNECTIONS AND REMOVE SOLAR PANEL OR PART

OF SOLAR PANEL SYSTEM.

19 EXISTING WOOD EQUIPMENT CURBS ON ROOF TO BE

REMOVED AND REPLACE WITH EQUIPMENT CURBS.

20 EXISTING PIPE PENTHOUSE TO REMAIN.

21 EXISTING PIPING MOUNTED ON EXISTING EQUIPMENT

STANDS TO REMAIN.

22 EXISTING OPENING TO BE ENCLOSE AND REROOF AS

PART OF PROJECT.

23 EXISTING DUCT WORK TO REMAIN.

24 EXISTING CATWALK TO REMAIN.

25 EXISTING LIGHTING PROTECTION CONDUCTORS

LOCATED ON THE BUILDING ROOF AND PARAPET

SHALL BE REMOVED.

26 REMOVE EXISTING COPING CAP & DISPOSE OF.

27 EXISTING HANDRAIL MOUNTED TO SIDE WALL TO

REMAIN.

28 EXISTING LADDER TO REMAIN.

29 APPROXIMATE OUTLINE OF SOLAR ARRAY – FIELD

VERIFY.

Scale: 3/32" = 1'-0"

ROOF DEMOLITION PLAN - BUILDNG 1D

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

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. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON TAG

PARAPET OF THE ROOF PERIMETER, IDENTIFY +

PROTECT EXISTING CONNECTIONS TO LIGHTING

PROTECTION SYSTEM DOWN CONDUCTOR FOR

CONNECTION TO NEW SYSTEM COMPONENTS.

NEW LIGHTING PROTECTION TO BE INSTALLED,

SEE ELECTRICAL DOCUMENTS FOR VA

REQUIREMENTS.

E. CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS ON

ALL ROOFS INCLUDING EQUIPMENT, VTR, FANS,

ETC. NOT SPECIFICALLY INDICATED ON PLANS.

F. CONTRACTOR TO VERIFY ALL EXISTING ROOF

CURBS, PENETRATIONS, OR ANYTHING

ATTACHED TO THE ROOF MEET ROOFING

MANUFACTURER'S MINIMUM HEIGHT

REQUIREMENTS. NOTIFY COR IMMEDIATELY

PRIOR TO STARTING WORK.

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

01 02

01 02

01 02

01 02

1818 19

AH411

AH410

AH412

SPS EXHAUST SYSTEM

AH415

AH414

22 07

02 08 19

AH401

ELEVATOR

PENTHOUSE

AH416

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.

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AD110

ROOF DEMOLITION PLAN BUILDING 10

3 7AT

REMOVE AND REPLACE

ROOFING BUILDINGS 1D AND

VA SIERRA NEVADA HEALTH CARE

SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

WVS

0 4 8 16

NORTH

PLAN

Scale: 3/32" = 1'-0"

ROOF DEMOLITION PLAN - BUILDNG 10

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

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. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON TAG

PARAPET OF THE ROOF PERIMETER, IDENTIFY +

PROTECT EXISTING CONNECTIONS TO LIGHTING

PROTECTION SYSTEM DOWN CONDUCTOR FOR

CONNECTION TO NEW SYSTEM COMPONENTS.

NEW LIGHTING PROTECTION TO BE INSTALLED,

SEE ELECTRICAL DOCUMENTS FOR VA

REQUIREMENTS.

E. CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS ON

ALL ROOFS INCLUDING EQUIPMENT, VTR, FANS,

ETC. NOT SPECIFICALLY INDICATED ON PLANS.

F. CONTRACTOR TO VERIFY ALL EXISTING ROOF

CURBS, PENETRATIONS, OR ANYTHING

ATTACHED TO THE ROOF MEET ROOFING

MANUFACTURER'S MINIMUM HEIGHT

REQUIREMENTS. NOTIFY COR IMMEDIATELY

PRIOR TO STARTING WORK.

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

04 03

02 10

02 10

08 08 08 08

01 REMOVE EXISTING BALLAST, PAVERS AND DISPOSE

OF PROPERLY.

02 REMOVE EXISTING SINGLE PLY ROOF SYSTEM,

INSTALLATION, PROTECTION BOARD, ETC. TO

SUBSTRATE.

03 EXISTING EXHAUST FAN TO REMAIN.

04 EXISTING ROOF TOP EQUIPMENT TO REMAIN.

05 REMOVE EXISTING ROOF DRAIN AND GRATE.

06 EXISTING EXPANSION JOINT TO BE REMOVED AND

REPLACE WITH NEW ROOF SYSTEM.

07 REMOVE EXISTING ROOF HATCH AND REPLACE AS

PART OF NEW ROOF.

08 EXISTING EQUIPMENT STANDS NO LONGER IN USES,

REMOVE FROM ROOF.

09 EXISTING DUCT WORK ON RAISED SUPPORTS TO

REMAIN.

10 EXISTING VENTS THRU ROOF TO REMAIN.

11 EXISTING PIPE ON ROOF TO REMAIN.

12 ROOF AREA AND EQUIPMENT NOT IN SCOPE OF

WORK.

13 REMOVE EXHAUST FAN NO LONGER BEING USED.

14 REMOVE EXHAUST PIPE ASSEMBLY NO LONGER

BEING USED.

15 REPLACE WOOD TIMBER CURBS WITH NEW ROOF

EQUIPMENT CURBS.

16 EXISTING LIGHTING PROTECTION CONDUCTORS

LOCATED ON THE BUILDING ROOF AND PARAPET

SHALL BE REMOVED.

17 REMOVE EXISTING COPING CAP AND DISPOSE OF.

18 EXISTING PIPE STACK TO REMAIN.

19 EXISTING SCUPPER THRU PARAPET WALL TO BE

REFLASHED AS PART OF REROOF.

20 EXISTING ANTENNA MOUNTED TO PARAPET WALL,

REMOVE AS NECESSARY TO REROOF PARAPET.

PROTECT EXISTING CABLE-CONNECTIONS WHICH

ARE TO REMAIN FOR RE-USE WITH ANTENNA

EQUIPMENT AFTER ROOF REPLACEMENT IS

COMPLETE.

21 EXISTING CONDENSATE DRAIN LINE TO REMAIN.

10 10 10

15 13

041005

05 05 05

050505

050505

CRICKET/TAPERED INSULATION

INDICATES ROOF SLOPE

SLOPE: 1/4"

Engineers Architects

## 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.

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AE101

ROOF PLAN - BUILDING ID

4 7AT

REMOVE AND REPLACE

ROOFING BUILDINGS 1D AND

VA SIERRA NEVADA HEALTH CARE

SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

WVS

0 4 8 16

NORTH

PLAN

ROOF LEGEND

Scale: 3/32" = 1'-0"

ROOF PLAN BUILDNG - 1D

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

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. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON TAG

PARAPET OF THE ROOF PERIMETER, IDENTIFY +

PROTECT EXISTING CONNECTIONS TO LIGHTING

PROTECTION SYSTEM DOWN CONDUCTOR FOR

CONNECTION TO NEW SYSTEM COMPONENTS.

NEW LIGHTING PROTECTION TO BE INSTALLED,

SEE ELECTRICAL DOCUMENTS FOR VA

REQUIREMENTS.

E. CONTRACTOR SHALL ENSURE ROOF SLOPE TO

DRAINS, MINIMUM SLOPE IS 1/4" PER 1'-0"

F. CONTRACTOR SHALL PROVIDE FLASHING, WATER

PROOFING, AND FIRE STOPPING AS REQUIRED

FOR ALL PIPING, SUPPORTS, CONDUIT OR ANY

ITEM ON THE NEW ROOF.

G. FOLLOW ALL TPO MEMBRANE MANUFACTURER'S

RECOMMENDATION AND STANDARD DETAILS.

H. EXISTING SUBSTRATE IS FLAT CONCRETE ROOF

DECK.

01 INSTALL NEW SINGLE PLY FULLY ADHERED TPO ROOF

SYSTEM PER SPECIFICATION SECTION 07.54.23

02 INSTALL NEW RIGID INSULATION PER SPECIFICATION

07.22.00, MIN R-30 USE TAPERED INSULATION TO

OBTAIN PROPER SLOPE MINIMUM 1/4" PER 1'-0

03 NEW METAL COPING CAP ON BUILDING 117.

04 NEW ALUMINUM GUTTER, DOWN SPOUTS AND

SPLASH BLOCKS AS INDICATED.

05 NEW FLASHING WHERE ROOF SYSTEM TERMINATES

AT WALL AT ADJACENT BUILDING, SEE DETAILS

2/AE501

06 NEW FLASHING AT CURB MOUNTED EQUIPMENT, SEE

DETAIL 1/AE501.

07 NEW FLASHING WHERE ROOF SYSTEM TERMINATES

AT WALL, SEE DETAIL 8/AE501.

TERMINATES AT WALL, SEE DETAIL 3/AE501.

08 NEW FLASHING AT VENTS THROUGH ROOF, SEE

DETAIL 6/AE501.

09 NEW FLASHING AT RAISED EQUIPMENT SUPPORT,

SEE DETAIL 9/AE501.

10 NEW EXPANSION JOINT COVER, SEE DETAIL 6/AE501.

11 NEW LIGHTING PROTECTION ATTACHED TO COPING

CAP AROUND BUILDING PERIMETER, SEE ELECTRICAL

DRAWINGS FOR DETAILS.

12 NEW SCUPPER FLASHING THROUGH EXISTING

OPENINGS IN PARAPET WALLS AS INDICATED, SEE

DETAIL 7/AE501.

13 REUSE ROOF DRAIN ASSEMBLY AND PROVIDE NEW

COVER, SEE DETAIL 4/AE501 FOR REFERENCE.

14 EXISTING PIPING MOUNTED ON EXISTING EQUIPMENT

STANDS TO REMAIN.

15 INSTALL NEW GUTTER AND DOWNSPOUT.

01 02

01 02

01 02

01 02

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

01 02

CRICKET/TAPERED INSULATION

INDICATES ROOF SLOPE

SLOPE: 1/4"

Engineers Architects

## 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.

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AE110

ROOF PLAN - BUILDING 10

5 7AT

REMOVE AND REPLACE

ROOFING BUILDINGS 1D AND

VA SIERRA NEVADA HEALTH CARE

SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

WVS

Scale: 3/32" = 1'-0"

ROOF PLAN - BUILDNG 10

01 INSTALL NEW SINGLE PLY TPO ROOF SYSTEM PER

SPECIFICATION SECTION 07.54.23

02 INSTALL NEW RIGID INSULATION PER SPECIFICATION

SECTION 07 22 00, MIN R-30. USE TAPERED

INSULATION TO OBTAIN PROPER SLOPE MINIMUM 1/4"

PER 1'-0.

03 NEW METAL COPING CAP ON BUILDING 117.

04 NEW ROOF HATCH ASSEMBLY WITH SAFETY RAILING.

05 NEW FLASHING WHERE ROOF SYSTEM TERMINATES

AT WALL AT ADJACENT BUILDING, SEE DETAILS

2/AE501.

06 NEW FLASHING AT CURB MOUNTED EQUIPMENT, SEE

DETAIL 1/AE501.

07 NEW FLASHING WHERE ROOF SYSTEM TERMINATES

AT PARAPET WALL, SEE DETAIL 8/AE501.

08 NEW FLASHING AT VENTS THROUGH ROOF, SEE

DETAIL 6/AE501.

09 NEW FLASHING AT RAISED EQUIPMENT SUPPORT,

SEE DETAIL 5/AE501.

10 NEW EXPANSION JOINT COVER, SEE DETAIL 6/AE501.

11 NEW LIGHTING PROTECTION ATTACHED TO COPING

CAP AROUND BUILDING PERIMETER, SEE ELECTRICAL

DRAWINGS FOR DETAILS.

12 NEW SCUPPER FLASHING THROUGH EXISTING

OPENINGS IN PARAPET WALLS AS INDICATED, SEE

DETAIL 7/AE501.

13 NEW ROOF DRAIN ASSEMBLY AND COVER GRATE,

SEE DETAIL 4/AE501.

14 NEW FLASHING AS NECESSARY AT EXISTING

EXHAUST FANS.

15 EXISTING ROOF AND EQUIPMENT NOT IN SCOPE OF

WORK.

16 NEW FLASHING AT BASE OF DUCT WORK SUPPORTS

PER ROOF MANUFACTURERS SYSTEM.

A. CONTRACTOR TO ENSURE PROPER SAFETY

BARRIERS AND ENCLOSURES ARE PROVIDED AT

ALL ENTRY/EXIT POINTS FROM BUILDING WHERE

WORK IS BEING PERFORMED ABOVE.

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. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOWN OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

D. ALL LIGHTNING PROTECTION IS CONNECTED

CONTINUOUSLY IN A LOOP RUNNING ON TAG

PARAPET OF THE ROOF PERIMETER, IDENTIFY +

PROTECT EXISTING CONNECTIONS TO LIGHTING

PROTECTION SYSTEM DOWN CONDUCTOR FOR

CONNECTION TO NEW SYSTEM COMPONENTS.

NEW LIGHTING PROTECTION TO BE INSTALLED,

SEE ELECTRICAL DOCUMENTS FOR VA

REQUIREMENTS.

E. CONTRACTOR SHALL ENSURE ROOF SLOPE TO

DRAINS, MINIMUM SLOPE IS 1/4" PER 1'-0"

F. CONTRACTOR SHALL PROVIDE FLASHING, WATER

PROOFING, AND FIRE STOPPING AS REQUIRED

FOR ALL PIPING, SUPPORTS, CONDUIT OR ANY

ITEM ON THE NEW ROOF.

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

ROOF LEGEND

01 02

1313 13 13 13 13

08 08 08 08

03 11

03 11

03 11

03 11

11 03

1313 13

03 11

03 11

03 11

03 11

03 11

03 11

03 11

01 02

13 08

01 02

03 11

03 11

SEALANT

CUT IN PEGLET

SECURED TO

MASONRY AT

MORTAR JOINTS

PRESSURE AND

FIRE TREATED

WOOD BLOCKING

CANT STRIP

NEW TPO ROOF PER

SPECIFICATION

SECTION 07 54 23.

MINIMUM R30 RIGID

INSULATION

EXISTING STRUCTURE

EXISTING STUCO FINISH

PRESSURE AND

FIRE TREATED

WOOD BLOCKING

CONTINUOUS CANT

STRIP

NEW TPO ROOF PER

SPECIFICATION

SECTION 07 54 23.

MINIMUM R30 RIGID

INSULATION

EXISTING STRUCTURE

EXISTING EQUIPMENT

TO BE REINSTALLED

EXISTING EQUIPMENT

SHAFT

WOOD BLOCKING

EXISTING EQUIPMENT CURB.

NEW TAPERED RIGID

INSULATION

INSTALL NEW DRAIN

STRAINER

NEW TPO ROOF

SYSTEM

FLASHING CLAMP

DEVICE

EXISTING STRUCTURE

ROOF DRAIN BODY

TO REMAIN

SEALANT

METAL RAIN COLLAR

NEW TPO ROOF PER

SPECIFICATION

SECTION 07 54 23.

MINIMUM R30 RIGID

INSULATION

EXISTING STRUCTURE

CONTINUOUS

SEALANT AT BASE

EXISTING STEEL

EQUIPMENT STAND

STAINLESS STEEL

DRAW BAND WITH

RUBBER GASKET

2 PIECE METAL

FLANGE IN BED OF

MASTIC

LEAD FLASHING

ROLLED MIN 1"

DOWN PIPE

EXISTING VENT PIPE

THROUGH ROOF

NEW TPO ROOF PER

SPECIFICATION

SECTION 07 54 23.

MINIMUM R30

RIGID INSULATION

EXISTING CONCRETE

STRUCTURE

SET LEAD FLASHING

FLANGE IN BED OF

MASTIC

NEW METAL COPING

CAP WITH CONT.

CLEATS

EXITING WALL

CONTINUOUS

SEALANT AROUND

EDGE OF SCUPPER

NEW TPO ROOF

SYSTEM PER

SPECIFICATION

SECTION 07 54 23

NEW TAPERED RIGID

INSULATION

EXISTING BUILDING

STRUCTURE

(2) PT F.T 2X WOOD BLOCKING

10"

" 4

/8

MATCH EXIST.

INSULATED

EXPANSION JOINT

COVER

CONT. METAL

CAP WITH

COUNTER

FLASHING ON

CONT. CLEAT

CONT. MEMBRANE

COATED METAL

FLASHING

CONT. EDGE

SEALANT AT ROOF

TERMINATION

POINTS

SLOPE: 1/4" SLOPE: 1/4"

CONT. 2X2 BLOCKING

CONT. COMPRESSIBLE

INSULATION FILLER

CONT. 2X12

BLOCKING

CONT. CANT STRIP

RIGID INSULATION

ON EXISTING

DECKING

EXISTING ROOF

MEMBRANE

PT 2X WOOD NAILERS

ANCHOR TO DECK

MATCH EXIST.

NEW TPO ROOF PER

SPECIFICATION

SECTION 07 54 23.

MIN R30 RIGID

INSULATION

EXISTING PIPE

PENETRATION

(VIF LOCATIONS)

24 OZ COPPER

PITCH POCKET W /

POURABLE SEALANT

PT 2X6 ON PT 2X4

WOOD NAILER

ANCHOR TO DECK

EXISTING ROOF

DECK TO REMAIN

SEALANT

RD. METAL

HOOD WITH

DRAWBAND

CONT. CANT

STRIP

CONT. EDGE

SEALANT AT

ROOF

TERMINATION

POINTS

1/2" COVER

BOARD ON RIGID

INSULATION

NEW TPO ROOF PER

SPECIFICATION

SECTION 07 54 23.

EXISTING CAST

STONE CAP

NEW TPO ROOF PER

SPECIFICATION

SECTION 07 54 23.

MINIMUM R30 RIGID

INSULATION

EXISTING BUILDING

STRUCTURE

CONTINUOUS FIBER

CANT STRIP

NEW METAL COPING

CAP WITH CONT.

CLEATS

(2) P.T F.T. WOOD

BLOCKING

P.T W OOD BLOCKING

10"

" 4

/8

EXISTING WALL

CARRY BASE FLASHING AND

CAP FLASHING UP AND

UNDER COUNTER FLASHING

BASE FLASHING

CAP FLASHING

SINGLE PLY MEMBRANE

COVER BOARD

PRE-FABRICATED ROOF

HATCH INTEGRAL

COUNTER FLASHING

(DOUBLE-WALLED CURB)

ROOF HATCH FRAME WORK

SUPPORT BEAM, SEE

STRUCTURAL DRAWINGS

ROOF DECK

ROOF

INSULATION

SLOPE: 1/4"

P.T F.T WOOD BLOCKING

SLOPE: 1/4" SLOPE: 1/4"

2 1/2" X 3/8" BAR

2 1/2" X 3/8" STRAP

ANCHORS @ 4'-0"

VERT. MAX.

4'-0"

NOTE:

PROVIDE LADDER

BRACING AND

ADDITIONAL SUPPORT

PER MFR

RECOMMENDATIONS

INSTALL

MEMBRANE

FLASHING

AROUND

POSTS

P.T F.T WOOD

BLOCKING

ROOF HATCH

(48"X36" CLEAR

OPENING)

SAFETY POST

SUBSTRATE

6"

FIRESTONE INSULATION

WALL

PLATINUM TPO BONDING ADHESIVE

APPROPRIATE 10"

PLATINUM TPO MEMBRANE

WOOD NAILER

CONTINUOUS CLEAT

22 GAUGE MINIMUM

ULTRAPLY TPO

COATED METAL

ULTRAPLY TPO MEMBRANE

CONTINOUSE BEAD OF

FIRESTONE WATERBLOCK

GUTTER

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

ACG Project Number

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#

FULLY SPRINKLERED

CEMS Engineering

320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com 843-875-3637

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AE501

TYPICAL ROOF DETAILS

6 7AT

REMOVE AND REPLACE

ROOFING BUILDINGS 1D AND

VA SIERRA NEVADA HEALTH CARE

SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

1D & 10

WVS

Scale: 3" = 1'-0"

FLASHING DETAIL AT PENTHOUSE WALL

Scale: 3" = 1'-0"

EQUIPMENT CURB DETAIL

Scale: 3" = 1'-0"

TYPICAL ROOF DRAIN DETAIL

Scale: 3" = 1'-0"

EQUIPMENT STAND FLASHING DETAIL

Scale: 3" = 1'-0"

VENT THROUGH ROOF DETAIL

Scale: 3" = 1'-0"

SCUPPER DETAIL

A. ALL ROOF AND FLASHING DETAILS ARE GENERIC

AND FOR REFERENCE ONLY. THE FINAL DETAILS

SHALL BE SUBMITTED AS PART OF THE

SUBMITTAL PROCESS WITH THE ROOFING

MANUFACTURER'S RECOMMENDED DETAILS FOR

THEIR ROOFING SYSTEM TO BE INSTALLED.

B. CONTRACTOR TO REMOVE ALL ROOF DRAIN

COVERS AND PROVIDE BLOW DOW N OF DRAIN

PIPES TO ENSURE NO BLOCKAGE.

C. THE ROOFING SYSTEM FOR THIS PROJECT

VARIES SEE SPECIFICATIONS FOR

REQUIREMENTS OF EACH ROOF SYSTEM. ROOF

SYSTEM MANUFACTURER WILL PROVIDE ALL

FINAL DETAILS AND REQUIREMENTS FOR

INSTALLATION OF THEIR SYSTEM.

D. CONTRACTOR TO INSTALL INSULATION PER

SPECIFICATION SECTION 07 22 00, AND ROOF

MANUFACTURER APPROVED SUBMITTALS. R-30

RIGID INSULATION SHOWN ON DETAILS IS THE

MINIMUM INSULATION REQUIRED.

E. ALL METAL COPING CAPS, SCUPPERS, DRIP

EDGE, FLASHING TO BE REPLACED WILL BE

PAINTED TO MATCH THE ORIGINAL METAL

UNLESS NOTED OTHERWISE.

Scale: 3" = 1'-0"

TYPICAL ROOF EXPANSION JOINT DETAIL

Scale: 3" = 1'-0"

RAISED EQUIPMENT SUPPORT DETAIL

Scale: 3" = 1'-0"

PARAPET FLASHING DETAIL

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

ROOF HATCH CURB

Scale: 3/8" = 1'-0"

ROOF HATCH LADDER - ELEVATION

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

ROOF EDGE GUTTER

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.

1D

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AE502

EXISTING ROOF BUILDING 1D

7 7AT

REMOVE AND REPLACE

ROOFING BUILDINGS 1D AND

VA SIERRA NEVADA HEALTH CARE

SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

WVS

N

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

FOR REFERENCE ONLY

L L

ELECTRICAL ABBREVIATIONS LIST

SR SURFACE RACEWAY

SS STAINLESS STEEL

SSW SELECTOR SWITCH

STD STANDARD

SURF SURFACE MOUNTED

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

SYS SYSTEM

TC TIMECLOCK

TEL TELEPHONE

TEL/DATA TELEPHONE/DATA

TERM TERMINAL

TP TW ISTED PAIR

TPS TW ISTED PAIR SHIELDED

TR TAMPER RESISTANT

T-STAT THERMOSTAT

TTB TELEPHONE TERMINAL BOARD

TTC TELEPHONE TERMINAL

CABINET

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER

UE UNDERGROUND ELECTRICAL

UG UNDERGROUND

UH UNIT HEATER

UL UNDERW RITER'S LABORATORY

UT UNDERGROUND TELEPHONE

UTP UNSHIELDED TWISTED PAIR

UTIL UTILITY

UV UNIT VENTILATOR OR

ULTRAVIOLET

V VOLT

VA VOLT-AMPERES

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WH WATER HEATER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFR TRANSFER

ANGLE

@ AT

DELTA

' FEET

" INCHES

# NUMBER

Φ PHASE

C CENTER LINE

P PLATE

MTR MOTOR, MOTORIZED

MTS MANUAL TRANSFER SWITCH

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

NFDS NON-FUSED SAFETY DISCONNECT

SWITCH

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OL OVERLOAD

PA PUBLIC ADDRESS

PB PULL BOX OR PUSHBUTTON

PBPU PREFABRICATED BEDSIDE PATIENT

UNIT

PCB POLYCHLORINATED BYPHENYL

PC PHOTOELECTRIC CELL

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PIV POST INDICATING VALVE

PNL PANEL

POE POWER-OVER-ETHERNET

PR PAIR

PRI PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE (CONDUIT)

PWR POWER

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

REQD REQUIRED

RGS RIGID GALVANIZED STEEL

RM ROOM

RMS ROOT MEAN SQUARE

RTU ROOF TOP UNIT

SC SURFACE CONDUIT

SEC SECONDARY

SF SQUARE FEET/FOOT

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SIM SIMILAR

S/N SOLID NEUTRAL

SPEC SPECIFICATION

SPKR SPEAKER

SP SPARE

1P 1 POLE (2P, 3P, 4P, ETC.)

1PH 1 PHASE

2/C TWO-CONDUCTOR (3/C, 4/C, ETC.)

W2 TWO-WIRE (3W, 4W, ETC.)

3PH 3 PHASE

A AMPERE

AAP ALARM ANNUNCIATOR PANEL

AC ABOVE COUNTER

AIR CONDITIONER

ALTERNATING CURRENT

ACC ACCESSIBLE

ACLG ABOVE CEILING

ADO AUTOMATIC DOOR OPENER

A/E ARCHITECT/ENGINEER

AF AMP FRAME

AFC AVAILABLE FAULT CURRENT (KILOAMPS)

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFI ARC FAULT CIRCUIT INTERRUPTER

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

APPROX APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BAS BUILDING AUTOMATION SYSTEM

BATT BATTERY

BC BARE COPPER

BD BOARD

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

BYP BYPASS

C CONDUIT

CAB CABINET

CALC CALCULATED

CAP CAPACITY

CAT CATALOG, CATEGORY

CATV COMMUNITY ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCR CONTROL CONTACTOR

CCTV CLOSED CIRCUIT TELEVISION

cd CANDELA

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR-FURNISHED

CKT CIRCUIT

CLG CEILING

CO CONTRACTING OFFICER

COAX COAXIAL CABLE

COMM COMMUNICATION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION OR CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT CONTROL POW ER TRANSFORMER

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CTR CENTER

CU COPPER

CU FT CUBIC FEET

dB DECIBEL

DB DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLISH/DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOW N

DS SAFETY DISCONNECT SWITCH

DT DOUBLE THROW

DWG DRAWING

EC ELECTRICAL CONTRACTOR

EG EQUIPMENT GROUND

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

EPO EMERGENCY POWER OFF

EQUIP EQUIPMENT

ESMT EASEMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WALL HEATER

ELECTRIC WATER HEATER

EX EXISTING

EXP EXPLOSION PROOF

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FCU FAN COIL UNIT

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FU FUSE

FUDS FUSED SAFETY DISCONNECT SWITCH

FVR FULL VOLTAGE REVERSING

FVNR FULL VOLTAGE NON-REVERSING

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

GRS GALVANIZED RIGID STEEL (CONDUIT)

GYP BDGYPSUM BOARD

HID HIGH-INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

HTR HEATER

HV HIGH VOLTAGE

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

IES ILLUMINATION ENGINEERING SOCIETY

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

I/W INTERLOCK WITH

IWH INSTANTANEOUS WATER HEATER

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LED LIGHT-EMITTING DIODE

LF LINEAR FEET/FOOT

LM LUMEN

LRA LOCKED ROTOR AMPS

LT LIGHT

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

METAL-CLAD (CONDUIT)

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MFR MANUFACTURER

MFS MAIN FUSED DISCONNECT SWITCH

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MOA MULTIOUTLET ASSEMBLY

MSBD MAIN SW ITCHBOARD

MT MOUNT

GENERAL ELECTRICAL NOTES

1. ALL ELECTRICAL DEVICES, FIXTURES, EQUIPMENT AND FEEDERS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDED PROCEDURES, ALL APPLICABLE LOCAL AND STATE CODES, AMERICANS WITH DISABILITIES ACT AND WITH THE LATEST EDITION OF THE NATIONAL

ELECTRICAL CODE AND VA STANDARDS.

2. PROVIDE ADDITIONAL SUPPORT FOR DEVICES, FIXTURES, EQUIPMENT AND FEEDERS WHERE THE BUILDING

CONSTRUCTION IS NOT SUITABLE FOR DIRECT MOUNTING.

3. FIRESTOP, DRAFTSTOP, SMOKESTOP AND/OR PROTECT THE ANNULAR SPACE AROUND ALL PENETRATIONS THROUGH WALLS, PARTITIONS, FLOORS, CEILING, AND ROOFS IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, UL LISTING REQUIREMENT AND THE APPLICABLE BUILDING CODES.

4. VERIFY CEILING SYSTEMS AND PROVIDE MOUNTING ACCESSORIES, TRIMS AND ALL REQUIRED MOUNTING

HARDWARE TO SUIT THE PARTICULAR INSTALLATION.

5. PROTECT EXISTING UNDERGROUND AND BUILDING INTERIOR UTILITIES DURING CONSTRUCTION.

6. BRANCH CIRCUIT CONDUCTORS SHALL BE 12 AWG COPPER MINIMUM.

7. COORDINATE ANY AND ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION SO AS TO AVOID CONFLICT

DURING CONSTRUCTION.

8. ALL PANELS SHALL HAVE TYPED, COMPLETED DIRECTORIES INDICATING EQUIPMENT SERVED AND ROOM NUMBER (AS INDICATED ON FINAL BUILDING ROOM SIGNAGE) OF EQUIPMENT LOCATION, OR SPARE, OR SPACE.

9. MANUFACTURER'S NAME AND MODEL NUMBER ARE GIVEN FOR DESCRIPTIVE PURPOSES, TO INDICATE A QUALITY STANDARD, AND ARE NOT INTENDED TO LIMIT PRODUCTS TO A PARTICULAR MANUFACTURER.

PRODUCTS DEEMED EQUAL AND APPROVED BY THE DESIGNER WILL BE ACCEPTED. ALL PRODUCTS MUST

COMPLY WITH "BUY AMERICAN ACT".

10. ALL FEEDERS AND CIRCUITRY SHALL BE TORQUED PER THE PANEL, BREAKER, AND/OR PARTICULAR EQUIPMENT

MANUFACTURER'S SPECIFICATIONS.

11. CIRCUITRY TO SW ITCHES, RECEPTACLES, AND ALL OTHER DEVICES SHALL BE TERMINATED ON THE DEVICE'S

SCREW TERMINALS.

12. MOUNTING HEIGHTS INDICATED ARE TO CENTER OF DEVICE, OUTLET, FIXTURE, OR EQUIPMENT UNLESS NOTED

OTHERWISE.

13. ALL WIRE TERMINATIONS SHALL BE RATED FOR 75 DEGREES C.

14. ALL CONDUCTORS SHALL HAVE THHN/THWN INSULATION, UNLESS OTHERWISE NOTED.

15. ALL CONDUIT SHALL BE RGS OR EMT UNLESS OTHERWISE NOTED. FMC CONDUIT SHALL BE USED ON VIBRATING EQUIPMENT (MAXIMUM LENGTH OF 6 FEET). PVC SHALL BE USED FOR UNDERGROUND CONDUIT OR WHERE CONCRETE-ENCASED. WHERE VIBRATING EQUIPMENT IS LOCATED OUTSIDE, LFMC CONDUIT SHALL BE USED

(MAXIMUM SIX FEET) FOR FINAL CONNECTIONS.

16. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY AN APPROVED

THIRD PARTY TESTING AGENCY.

17. FOR ALL LED FIXTURES, THE FIXTURE MUST BE CAPABLE OF SELF-RESETTING TO THE SWITCHED/CONTROLLED STATE DURING ANY FLUCTUATION IN POWER SUPPLY W HERE AUTOMATIC PROTECTIVE MEASURES DISABLE THE LED LAMPS. PROVIDE A LETTER OR STATEMENT FROM THE MANUFACTURER, OR OTHER ACCEPTABLE PROOF, THAT ALL LED FIXTURES, WITH OR WITHOUT BROWNOUT PROTECTION, WILL RETURN TO THE SWITCHED/CONTROLLED STATE AUTOMATICALLY. PROVIDE STATEMENT WITH THE FIXTURE SUBMITTALS.

18. IN CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER QUANTITY OF WORK , AS DETERMINED BY THE

GOVERNMENT, SHALL BE PROVIDED.

19. COMPRESSION COUPLINGS SHALL BE USED. NO SET SCREW FITTINGS ARE ALLOWED.

Engineers Architects

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.

1D & 10

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ELECTRICAL GENERAL NOTES AND

ABBREVIATIONS

1 2JWB

REMOVE AND REPLACE

ROOFING BUILDINGS 1D & 10

VA SIERRA NEVADA

HEALTH CARE SYSTEM

975 KIRMAN AVE, RENO, NV 89502 6/29/2020

100% CONSTRUCTION DOCUMENTS

654-18-81518-078

MJJ

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N F

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N o

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MICHAEL J.

JENSEN

ELECTRICAL

A

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O I

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Exp.

06/30/21

DocuSign Envelope ID: 81DD736D-4FF4-44FA-8842-1B7AD3F3F585

ECLEUL

STEP 1. FILE STRUCTURE CONNECTION AREA (3 IN. X 3. IN. MIN)

TO BARE SHINY METAL AND CLEAN.

NOTES:

1. ALL CABLES AND WELDS SHALL BE MINIMUM 3 INCHES APART.

2. STANDARD WELD CARTRIDGES SHALL BE USED FOR STEEL SURFACES. FOR DIP USE XF-19

WE…