ATTACHMENT 3 - Drawings.pdf

PROJECT

SITE

SHEET INDEX

1. SYMBOL AND ABBREVIATION LISTS ARE COMPOSITE. ALL SYMBOLS AND ABBREVIATIONS MIGHT NOT BE USED

ON THIS PROJECT.

2. MAINTAIN CLEAR ACCESS TO SERVICE EQUIPMENT AND OTHER ACCESSORIES REQUIRING SERVICE, VISUAL INSPECTION OR HAND OPERATION. WHERE INDICATED OR REQUIRED, PROVIDE ACCESS PANELS OF THE TYPE

SELECTED TO SUIT MATERIALS IN WHICH INSTALLED.

3. DRAWINGS ARE DIAGRAMMATIC AND SHOULD NOT BE SCALED TO ESTABLISH LOCATION OF WORK. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND MAKE ADJUSTMENTS TO DIMENSIONS AS NECESSARY TO

COMPLETE THE WORK.

4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND SHALL ARRANGE FOR ALL

INSPECTIONS AS REQUIRED NOT UNDER THE PURVIEW OF THE A/E.

5. CONTRACTOR SHALL THOROUGHLY EXAMINE PREMISES AND OBSERVE ALL CONDITIONS AND CIRCUMSTANCES UNDER WHICH THE WORK SHALL BE PERFORMED. NO ALLOWANCES WILL BE MADE FOR ERRORS OR

NEGLIGENCE IN THIS RESPECT.

6. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE IMPORTANCE OF PROPER SCHEDULING AND PHASING OF THE WORK SO AS TO CAUSE MINIMUM DISTURBANCE TO THE ACTIVITIES IN THE OTHER FLOORS AND AREAS WHICH REMAIN OCCUPIED THROUGHOUT THE DURATION OF THE CONTRACT. THE CONTRACTOR'S WORK

SCHEDULE SHALL BE SUBMITTED TO AND APPROVED BY THE GOVERNMENT.

7. CONTRACTOR SHALL PERFORM WORK ONLY AFTER THE GATHERING OF EXACT FIELD DIMENSIONS OF THE BUILDING STRUCTURE AND CEILINGS, ETC. WHICH MAY AFFECT THE INSTALLATION OF THE NEW SYSTEMS.

8. THE CONTRACTOR SHALL FULLY COORDINATE ALL WORK WITH OTHER TRADES TO ASSURE ALL WORK CAN BE

PROPERLY INSTALLED WITHOUT INTERFERENCE OR DELAY.

9. CLEAN UP ALL WASTE AND DEBRIS AT THE END OF EACH WORKING DAY AND AT THE COMPLETION OF THE JOB.

10. ALL SPECIFIED EQUIPMENT SHALL BE INSTALLED WITH ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATION IN IMC AND IBC.

11. ANY EQUIPMENT INSTALLED MORE THAN 1 FT FROM THE LOCATION SHOWN ON THE DRAWINGS SHALL BE CLEARLY DOCUMENTED IN THE FIELD. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS TO CLEARLY SHOW THE LOCATION OF THE EQUIPMENT BEFORE COMPLETION OF THE PROJECT. ALL EXPENSE RELATING TO VERIFY THE AS-BUILT DRAWINGS BY THE CLIENT OR ITS REPRESENTATIVE(S) DUE TO INACCURATE OR

INCOMPLETE RECORDS SHALL BE BORN BY THE CONTRACTOR.

12. ALL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY

DIRECTION USING LATEST IBC AND ASCE 7-05 CHAPTER 13.

13. ALL PIPES AND CONDUITS SHALL BE SUPPORTED AND BRACED PER SMACNA GUIDELINES AND IMC.

DWG. NO.SHEET NO. SHEET TITLE

DEPARTMENT OF VETERANS AFFAIRS

VA SIERRA NEVADA HEALTH CARE SYSTEM (VASNHCS)

975 Kirman Avenue Reno, NV 89502

PROJECT SCOPE

LOCATION PLAN

GENERAL ELECTRICAL

SITE PLAN

DWG. NO.SHEET NO. SHEET TITLE

VICINITY MAP

N

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

FINAL BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CORRECT ELECTRICAL

DEFICIENCIES, BLDG 1D

975 Kirman Ave. Reno, NV 89502

654-18-809

1D Project Director

Revisions: Date: Sept. 26, 2019

315 Arden Ave, Suite 26 Glendale, CA 91203 t: 818.696.2557 www.schwabeng.com

35% DESIGN SUBMITTAL 04-08-2019

65% DESIGN SUBMITTAL 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

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9/30/20

TITLE SHEET

CA RD

G-001

AREA OF

WORK

E-001 ELECTRICAL GENERAL NOTES

E-002 ELECTRICAL LEGEND SYMBOLS AND ABBREVIATIONS

E-003 PANEL SCHEDULES

ED-001 EXISTING ELECTRICAL SINGLE LINE DIAGRAM (NORMAL BRANCH) - DEMOLITION

ED-002 EXISTING ELECTRICAL SINGLE LINE DIAGRAM (EMERGENCY BRANCH) - DEMOLITION

EDG-100 ELECTRICAL DEMOLITION BASEMENT

ED-100 FIRST FLOOR SITE PLAN

ED-101 ELECTRICAL DEMOLITION SITE PLAN

ED-102 ELECTRICAL DEMOLITION FIRST FLOOR

ED-103 ELECTRICAL DEMOLITION FIRST FLOOR

ED-104 ELECTRICAL DEMOLITION FIRST FLOOR

ED-105 ELECTRICAL DEMOLITION FIRST FLOOR BLDG 5

ED-200 SECOND FLOOR SITE PLAN

ED-201 ELECTRICAL DEMOLITION SECOND FLOOR

ED-202 ELECTRICAL DEMOLITION SECOND FLOOR

ED-300 THIRD FLOOR SITE PLAN

ED-301 ELECTRICAL DEMOLITION THIRD FLOOR

ED-302 ELECTRICAL DEMOLITION THIRD FLOOR

ED-500 FIFTH FLOOR SITE PLAN

ED-501 ELECTRICAL DEMOLITION FIFTH FLOOR

ED-600 SIXTH FLOOR DEMO SITE PLAN

ED-601 ELECTRICAL DEMO SIXTH FLOOR

EP-001 NEW ELECTRICAL SINGLE LINE DIAGRAM (NORMAL BRANCH)

EP-002 NEW ELECTRICAL SINGLE LINE DIAGRAM (EMERGENCY BRANCH)

EPG-100 ELECTRICAL NEW BASEMENT

EP-100 FIRST FLOOR NEW SITE PLAN

EP-101 ELECTRICAL NEW FIRST FLOOR (MAIN ELECTRICAL ROOM)

EP-102 ELECTRICAL NEW FIRST FLOOR

EP-103 ELECTRICAL NEW FIRST FLOOR

EP-104 ELECTRICAL NEW FIRST FLOOR BLDG 5

EP-200 SECOND FLOOR NEW SITE PLAN

EP-201 ELECTRICAL NEW SECOND FLOOR

EP-202 ELECTRICAL NEW SECOND FLOOR

EP-300 THIRD FLOOR NEW SITE PLAN

EP-301 ELECTRICAL NEW THIRD FLOOR

EP-302 ELECTRICAL NEW THIRD FLOOR

EP-500 FIFTH FLOOR NEW SITE PLAN

EP-501 ELECTRICAL NEW FIFTH FLOOR

EP-600 SIXTH FLOOR SITE PLAN

EP-601 ELECTRICAL NEW SIXTH FLOOR

EQ-100 NEW ELECTRICAL NORMAL EQUIPMENT - FIRST FLOOR

EQ-200 NEW ELECTRICAL EMERGENCY EQUIPMENT - SECOND FLOOR

ER-001 ELECTRICAL DEMO LIGHTING PLAN

ER-100 NEW ELECTRICAL LIGHTING/POWER LAYOUT FIRST AND SECOND FLOOR

ER-101 NEW ELECTRICAL FIRE ALARM FIRST AND SECOND FLOOR

EM-100 NEW ELECTRICAL HVAC PLAN

EDL-400 ELECTRICAL DEMOLITION LIGHTNING PLAN LOW ROOF

EDL-600 ELECTRICAL DEMOLITION LIGHTNING PLAN HIGH ROOF

EL-400 ELECTRICAL LIGHTNING PLAN LOW ROOF

EL-600 ELECTRICAL LIGHTNING PLAN HIGH ROOF

EY-001 ELECTRICAL DETAILS

EY-002 ELECTRICAL DETAILS

THE DESIGN EFFORT MAINLY FOCUS ON PREPARING COMPLETE CONSTRUCTION DOCUMENTS TO ACCOMPLISH THE RELOCATION OF THE BUILDING'S MAIN ELECTRICAL ROOM.

SECONDARY DESIGN EFFORTS INCLUDES a) REPLACING THE WESTINGHOUSE PANEL BOARD IN ALL THE ELECTRICAL ROOMS,b) REPLACE MOTOR CONTROL SYSTEM IN THE BUILDING WITH A SYSTEM WHICH WILL INTEGRATE WITH THE EXISTING MOTOR CONTROL CENTERS LOCATED ON MULTIPLE FLOORS, c) REPAIR THE BUILDING'S LIGHTNING PROTECTION SYSTEM, d) BREAKERS ON THE BUILDING'S PRIMARY DISTRIBUTION PANELS ARE TO BE EVALUATED AND ADDRESSED IN THE BREAKER COORDINATION STUDY FOR THE BREAKER SETTINGS TO BE CHANGED WITHIN THE CONSTRUCTION PROJECT AS DICTATED BY THE EVALUATION.

THE DESIGN SCOPE ALSO FOCUS ON CORRECTING EXISTING CODE DEFICIENCIES ASSOCIATED WITH THE ELECTRICAL SCOPE DESCRIBED ABOVE, BUT COMPLETE OVERHAUL OF THERE SYSTEM IS NOT BE INCLUDED AS A PERT OF THE DESIGN.

ARCHITECTURAL

A-001 NOTES, LEGEND, GENERAL NOTES AND ABBREVIATIONS

AD-101 FIRST FLOOR DEMO PLAN

AD-102 SECOND FLOOR DEMO PLAN

A-101 FIRST FLOOR PLAN

A-102 SECOND FLOOR PLAN

A-103 1ST FLOOR & 2ND FLOOR RCP

A-104 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-501 WALL SECTIONS/ DETAILS

A-502 DETAILS

A-601 DOOR SCHEDULE, FINISH SCHEDULE DETAILS

G-001 TITLE SHEET1

CIVIL

1D-C-000 NOTES ABBREVIATIONS AND LEGEND

1D-C-100 TOPOGRAPHY

1D-C-101 TOPOGRAPHY

1D-C-200 DEMOLITION PLAN

1D-C-300 GRADING PLAN

1D-C-400 EROSION CONTROL PLAN

1D-C-401 EROSION CONTROL DETAILS

1D-C-500 UTILITY PLAN

STRUCTURAL

S-001 GENERAL NOTES

S-101 TYPICAL DETAILS

S-102 TYPICAL DETAILS

S-200 FOUNDATION AND SECOND FLOOR PLANS

S-201 SECOND FLOOR REINFORCEMENT AND ROOF PLAN

S-202 SECOND FLOOR REINFORCEMENT AND ROOF PLAN

S-301 SECTION DETAILS

S-302 TYPICAL DETAILS

S-303 TYPICAL DETAILS

S-304 ELECTRICAL EQUIPMENT ANCHORAGE DETAILS

MECHANICAL

M-0.1 MECHANICAL FRONT SHEET

MH-1.0 MECHANICAL FIRST FLOOR PLAN - NEW WORK

MH-2.1 MECHANICAL SECOND FLOOR PLAN - NEW WORK

MH-3.1 MECHANICAL ROOF PLAN - NEW WORK

M-4.0 MECHANICAL SCHEDULES

M-5.0 MECHANICAL DETAILS

MI-1.0 MECHANICAL CONTROL SYSTEM

FIRE PROTECTION

FP-001 FIRE PROTECTION GENERAL NOTES & DETAILS

FP-101 NEW FIRE PROTECTION PIPING PLAN FIRST FLOOR

FP-201 NEW FIRE PROTECTION PIPING PLAN SECOND FLOOR

AREA OF

WORK

AREA OF

WORK

N

GENERAL NOTES

PLUMBING

P-0.1 PLUMBING FRONT SHEET

PH-1.0 PLUMBING FIRST FLOOR PLAN NEW WORK

PH-2.1 PLUMBING SECOND FLOOR PLAN NEW WORK

PH-3.1 PLUMBING ROOF PLAN

1 96

AutoCAD SHX Text

KIETZKE LN.

AutoCAD SHX Text

MILL ST.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLUMB LN.

AutoCAD SHX Text

VASSER ST.

AutoCAD SHX Text

KUENZLI

AutoCAD SHX Text

2ND ST.

AutoCAD SHX Text

2ND ST.

AutoCAD SHX Text

MILL ST.

AutoCAD SHX Text

WELLS AVE.

AutoCAD SHX Text

VIRGINIA ST.

AutoCAD SHX Text

UNIVERSITY OF NEVADA, RENO

AutoCAD SHX Text

E. 4TH ST.

AutoCAD SHX Text

CALIFORNIA AVE.

AutoCAD SHX Text

ARLINGTON AVE.

AutoCAD SHX Text

RENO

AutoCAD SHX Text

LOCUST ST.

AutoCAD SHX Text

BURNS ST.

AutoCAD SHX Text

CHAMPION ST.

AutoCAD SHX Text

E. TAYLOR ST.

AutoCAD SHX Text

KIRMAN AVE.

X

X

X X

KEYNOTEX

XXX DOOR NUMBER

ROOM NUMBER

(N) NON RATED WALLS

2'X4' CEILING LIGHT DIFFUSER

(D) WALLS

XX

XX

XX-XX

ROOM NAME

BLK. BLOCK

NO. OR #

MECH.

O.S.

EACH

EQUAL

EXISTING

EXTERIOR

ELECTRICAL PANEL

EXPANSION JOINT

ELECTRIC WATER COOLER

EXPOSED

EACH WAY

EQUIPMENT

EPOXY

ELECT. DRINKING FOUNTAIN

ELECTRICAL

EMERGENCY

ENCLOSURE

ELEVATION

EQPT.

E

EXT.

E.W.C.

EXP.

EW

EJ

ENCL.

E.P.

EXP.

EQ.

EMER.

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E.D.F.

EA.

EL.

N.F.

O.C.

OPP.

OPNG.

O/H

O.D.

N.I.C.

N.T.S.

MTL.

N

MTG.

MTD.

M.O.

MISC.

MFR.

MIN.

DOWN

DOOR

DRAWING

DOWN SPOUT

DRINKING FOUNTAIN

DIMENSION

DIAMETER

DOUBLE

DETAIL

DIM.

DWG.

DS.

DR.

DN.

DBL.

DIA.

DET.

D.F.

LT.WT.

MAX.

LVR.

LAV.

LAM.

JT.

I.V.

INSUL.

JAN.

INT.

HORIZ.

I.D.

H.M.

BEAM

CERAMIC

CONTINUOUS

CONNECTION

CONCRETE

COLUMN

CONTROL JOINT

CONCRETE OPENING

CLOSET

CLEAR

CENTER LINE

CAST IRON

CEILING

CEMENT

BOTTOM

BLOCKING

C.J.

CONT.

CONN

CONC.

COL.

C.O.

L

CLO.

CLR.

C

CLG.

CER.

C.I.

CEM.

BLKG.

BM.

BOT.

H.C.

H.B.

GFGI

GA.

GL.

GR.

GALV.

F.G.

FURR.

FTG.

MECHANICAL

TOP OF TOPPING SLAB

UNLESS NOTED OTHERWISE

TOP OF STRUCTURAL SLAB

OVERFLOW SCUPPER

NO FINISH REQUIRED TO BE

OUTSIDE DIAMETER

NOT IN CONTRACT

ON CENTER

OVERHEAD

OPENING

OPPOSITE

NUMBER

NOT TO SCALE

MASONRY OPENING

MANUFACTURER

MISCELLANEOUS

MOUNTED

MOUNTING

METAL

NEW

MINIMUM

VESTIBULEVEST.

WATER OR WIDTH

WATER RESISTANT

VERIFY IN FIELD

WITHOUT

WATER HEATER

WD.

WR.

W/O

W.H.

WOOD

W

W/

V.I.F.

WITH

UNKNOWN

TYPICAL

VERTICAL

TOP OF WALL

VERT.

U.N.O.

UNK.

T.O.W.

TOTS

TOSS

TYP.

SIGN/SLOPES

LOUVER

MAXIMUM

LIGHTWEIGHT

LAVATORY

LAMINATE

JOINT

INVERT ELEVATION

INSIDE DIAMETER

HOLLOW METAL

INSULATION

INTERIOR

JANITOR

HORIZONTAL

THICK

THREAD

TREAD

TELEPHONE

TEMPERED

TOP OF PARAPET

SYMMETRICAL

TOP OF CONCRETE

TEL.

T.O.P.

TEMP.

THD.

THK.

T.O.C.

SYM.

T

STEEL

STRUCTURAL

SUSPENDED

STORAGE

STANDARD

STAINLESS STEEL

SUSP.

STOR.

STRUCT.

STL.

STD.

S.S.

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

HOSE BIB

HOLLOW CORE

FINISHED GRADE

GAUGE

GRADE

GALVANIZED

GLASS

FOOTING

FURRING

SHEET

SECTION

SIMILAR

SQUARE

SEMI-GLOSS ENAMEL

SPECIFICATIONSPEC.

SQ.

SIM.

S.G.E.

SECT.

SHT.

ANGLE

ABOVE GROUND

ACCESS PANEL

BOARD

BUILDING

ALUMINUM

ANODIZED

ADJUSTABLE OR ADJACENT

ANCHOR BOLT

ACRYLIC (PAINT)

ASPHALT CONCRETE

ACOUSTICAL

DIAMETER

A.P.

BLDG.

BD.

ALUM.

ANOD.

A/G

ADJ.

ACOUS.

A.C.

AC.

A.B.

L

∅ FLASH.

F.R.P.

F.O.W.

F.S.

F.O.S.

F.O.

F.O.M.

F.O.C.

FLUOR.

FLR.

FH

FIN.

F.F

F.E.C.

FLASHING

FACE OF CONCRETE

FACE OF MASONRY OR MULL

FACE OF WALL

FIBER GLASS REINFORCED PANEL

FACE OF STUD

FLOOR SINK

FACE OF

FLUORESCENT

FIRE EXTINGUISHER CABINET

FINISHED FLOOR

FIRE HYDRANT

FINISH

FLOOR

SCHEDULE

SOLID CORE

SCHED

S.C.

ROOM

REINFORCED

ROOF DRAIN

RADIUS

REQUIRED

RESILIENT

RECESSED

ROUGH OPENING

REQ.'D

RESIL.

R.O.

RM.

REINF.

REC.

R.D.

RAD.

POLYVINYL CHLORIDE

POINT OF CONNECTION

POWER POLE

PLASTER

PLASTIC LAMINATE

RELOCATED

PLYWOOD

P.O.C.

(R)

R.

PP

PVC

RISE

PLAS.

P.LAM.

PLYWD.

PR. PAIR

PLUS OR MINUS

PRECAST CONCRETE

PLATE

PROPERTY LINE

POURED-IN-PLACE

CONCRETE

PL.

P.L.

P.I.P.

P.C.

(N) ACOUSTIC TILE PATTERN

DETAIL PLAN IDENTIFIER

X

X X

REFERENCE NO. OF

SHEET ON WHICH

DET. IS TAKEN

SHEET NUMBER ON

WHICH DET. IS DRAWN

GRID LINES

SECTION IDENTIFIER

REFERENCE NO. OF

SHEET ON WHICH

SECTION IS TAKEN

SHEET NUMBER

ON WHICH SECT.

IS DRAWN

XX INTERIOR FINISH

H HEIGHT

O/ OVER

DEMOLISHD

X WALL TYPES

(E) WALLS

FIRE EXTINGUISHERF.E.

FLOOR DRAIN

FIRE ALARM

F.D.

F.A.

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

EXIT SIGNS

(E) ACOUSTIC TILE PATTERN

(N) EXHAUST GRILLE

(N) SUPPLY DIFFUSER

(N) 1-HR. RATED WALLS

SYMBOLS / LEGEND

ABBREVIATIONS GENERAL NOTES

APPLICABLE CODES

ATTACHMENTS OF DRAWINGS

THE FORM OF AGREEMENT AND THE GENERAL CONDITIONS ATTACHED, SHALL BE CONSIDERED A PART OF THESE DRAWINGS.

MATERIALS AND EQUIPMENT

ONLY NEW ITEMS OF RECENT MANUFACTURE, OF QUALITY SPECIFIED, FREE FROM DEFECTS, WILL BE

PERMITTED ON THE WORK.

FIRE PROTECTION EQUIPMENT AND CONSTRUCTION

A. PROVIDE FIRE EXTINGUISHER AS REQUIRED BY VA FIRE & SAFETY

B. MAINTAIN 44 INCHES MINIMUM CLEARANCE TO ALL REQUIRED EXITS.

C. ANY DECORATIONS USED SHALL BE NONCOMBUSTIBLE OR FLAME RETARDANT IN AN APPROVED MANNER.

TEMPORARY FACILITIES

A. THE CONTRACTOR SHALL PROVIDE A MATERIAL STORAGE AREA ADJACENT TO THE AREA OF CONSTRUCTION.

LOCATION SHALL BE COORDINATED WITH THE OWNER.

B. THE CONTRACTOR SHALL MAKE NECESSARY CONNECTIONS TO EXISTING UTILITIES FOR TEMPORARY POWER AND WATER SUPPLIES, AND SHALL COORDINATE SUCH USE WITH THE OWNER PRIOR TO CONNECTION.

C. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES TO SEPARATE CONSTRUCTION AREAS FROM OCCUPIED AREAS, DUST PROOF WHERE WITHIN THE BUILDING, AND FOR PUBLIC SAFETY AROUND ENTIRE PERIMETER OF EACH

EXTERIOR CONSTRUCTION AREA.

EXECUTION OF WORK

ANCHORAGE OF EQUIPMENT SHALL COMPLY WITH THE PROVISIONS OF CURRENT CBC FOR LATERAL FORCE ON ELEMENTS OF STRUCTURES, NON-STRUCTURAL COMPONENTS & EQUIPMENT SUPPORTED BY STRUCTURES.

INSTALLING EXPANSION ANCHORS

WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN EXISTING NON- PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRESTRESSED CONCRETE (PRE- OR POST-TENSIONED), LOCATE THE PRESTRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH

BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN.

FIRE STOPPING

CONTRACTOR SHALL PROVIDE PROPER FIRE STOPPING AT EXISTING OR NEW FLOOR AND WALL PENETRATIONS FOR PLUMBING, ELECTRICAL AND FIRE SPRINKLER LINES AS REQUIRED PER THE APPROPRIATE UL DESIGN LISTING NUMBER.

A. CONTRACTOR SHALL NOT LEAVE A PENETRATION UNSEALED AT THE END OF THE WORK SHIFT AND INSTALLATION OF TEMPORARY FIRESTOPPING SUCH AS ROCKWOOL IS REQUIRED IF ADDITIONAL WORK IS NEEDED BEFORE

FINAL FIRESTOPPING CAN BE INSTALLED.

B. HOLES IN RATED OR FLOORS LEFT BY DEMOLITION ACTIVITY MUST BE FIRESTOPPED.

DEMOLITION

NOTICE TO CONTRACTORS

ALL CONTRACTORS AND/OR THEIR SUB-CONTRACTORS PERFORMING WORK ON THE PROJECT PREMISES SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING A REASONABLE PRUDENT SAFETY PROGRAM INCLUDING, BUT NOT LIMITED TO THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MIGHT ENDANGER OTHER WORKERS AND/OR OCCUPANTS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING HVAC FILTERS WITHIN THE AREA OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF AND WHERE REQUIRED BY THE VA, THE OPERATIONAL MAINTENANCE OF FIRE LIFE SAFETY DEVICES WITHIN THE AREA OF WORK. THE V.A. IS NOT RESPONSIBLE FOR ANY LOSS OR DAMAGE TO CONTRACTOR'S

EQUIPMENT, TOOLS, ETC.

AS-BUILT DRAWING

THE CONTRACTOR SHALL PROVIDE TWO COMPLETE SET OF XEROX VELLUM REPRODUCIBLE DRAWINGS INDICATING ALL DISCREPANCIES, CHANGES, ETC., AND ACTUAL LOCATIONS OF CONCEALED WORK TO RESIDENT ENGINEER AND ARCHITECT AT THE COMPLETION OF WORK, PRIOR TO FINAL INSPECTIONS, CHANGES MUST BE DRAFTED, NO

FREEHAND REVISIONS WILL BE ACCEPTED.

APPLICABLE CODES CURRENT ADOPTED EDITIONS

1. 2018 LIFE SAFETY CODE (N.F.P.A. 101)

2. 2017 NATIONAL ELECTRICAL CODE (NEC) (NFPA 70)

3. OCCUPATIONAL SAFETY AND HEALTH STANDARDS

4. 2019 NATIONAL FIRE ALARM CODE (N.F.P.A. 72)

5. 2019 INSTALLATION OF SPRINKLER SYSTEM (N.F.P.A. 13)

6. VA PROGRAM GUIDE PG-18-13, "BARRIER FREE DESIGN GUIDE"

7. VA CONSTRUCTION STANDARDS, MASTER SPECIFICATIONS, HANDBOOKS, AND

PROGRAM GUIDES.

8. 2019 NFPA STANDARD ON

FIRE PROTECTION FOR LABORATORIES USING CHEMICALS (NFPA 45)

9. 2018 INTERNATIONAL BUILDING CODE (IBC)

10. 2018 N.F.P.A. STANDARD FOR PORTABLE FIRE EXTINGUISHERS (NFPA10)

1. STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF THE STRUCTURAL, ELECTRICAL AND MECHANICAL WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE CONSULTANT'S DRAWINGS, SHALL BE BROUGHT TO THE VA PROJECT ENGINEER'S ATTENTION FOR CLARIFICATION AND WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS OWN EXPENSE, AND AT NO EXPENSE TO THE

GOVERNMENT OR ARCHITECT.

2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO BIDDING AND START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE RESIDENT ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION.

3. ABBREVIATION THROUGHOUT THE PLANS ARE THOSE IN COMMON USE. ARCHITECT WILL DEFINE INTENT OF ANY IN QUESTION.

4. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS OTHERWISE NOTED.

5. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACINGS, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK AND OF ALL FLOOR MOUNTED OR SUSPENDED MECHANICAL AND ELECTRICAL EQUIPMENT.

6. CONTACT BETWEEN DISSIMILAR METALS SHALL BE PROTECTED WITH HEAVY MODIFIED BITUMINOUS PAINT.

7. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

8. ALL EXIT LIGHTING AND SIGNS TO HAVE MINIMUM 6-INCH HIGH LETTERS IN ACCORDANCE WITH CHAPTER 10 SECTION 1011 CBC.

9. EMERGENCY LIGHTING SHALL BE PROVIDED GIVING A VALUE OF ONE FOOT CANDLE AT FLOOR LEVEL IN ALL EXIT CORRIDORS.

10. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT EDITION OF INTERNATIONAL BUILDING CODES. PROVIDE LEVEL 5 FINISH AT RESTROOMS AND FINISHED AREAS OPEN TO PUBLIC VIEW. PROVIDE LEVEL 4 FINISH EVERYWHERE ELSE.

11. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR THE SATISFACTORY COMPLETION OF WORK. ALL EQUIPMENT, WORK AND MATERIALS SHALL COMPLY WITH ALL CURRENT AND LOCAL APPLICABLE

CODES AND GOVERNING REGULATIONS.

12. ALL DUST, NOISE AND ODORS SHALL BE KEPT TO A MINIMUM. COORDINATE VAMC OPERATIONS.

13. POWDER DRIVEN FASTENERS SHALL BE USED ONLY IN PROTECTED LOCATIONS.

14. LEGAL EXITS SHALL NOT BE BLOCKED AT ANYTIME.

15. THE CONTRACTOR SHALL PROTECT ALL FINISHED WORK AND SURFACES FROM DAMAGE DURING THE COURSE OF WORK AND SHALL REPLACE

AND/OR REPAIR ALL DAMAGE CAUSED BY CONTRACTOR OR SUB- CONTRACTOR PERSONNEL.

16. UPON COMPLETION OF WORK, ALL CONSTRUCTION AREAS SHALL BE LEFT BROOM CLEAN AND FREE FROM DEBRIS.

17. PRIOR TO INSPECTION OF THE EXISTING FACILITY, THE CONTRACTOR MUST RECEIVE PERMISSION FOR ACCESS FROM THE VA OR THE

DESIGNATED REPRESENTATIVE.

18. WHEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO MAKE CORRECTIONS, A MINIMUM OF 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO THE VA. INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF THE SHORTEST POSSIBLE DURATION FOR THE WORK AT HAND

AND SHALL BE APPROVED IN ADVANCE BY VA.

19. IN THE EVENT THE UTILITY SERVICE IS INTERRUPTED WITHOUT THE REQUIRED 48 HOURS NOTICE, THEN THE CONTRACTOR SHALL BE FINANCIALLY LIABLE FOR ALL DAMAGES SUFFERED BY THE VA DUE TO THE UNAUTHORIZED INTERRUPTION. RECONNECTION SHALL BE MADE

IMMEDIATELY.

20. IF THE CONTRACTOR ASCERTAINS AT ANY TIME THAT REQUIREMENTS OF THIS CONTRACT CONFLICT WITH, OR ARE IN VIOLATION OF, APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, HE SHALL NOT PROCEED WITH WORK IN QUESTION, EXCEPT AT HIS OWN RISK, UNTIL VA'S PROJECT ENGINEER HAS BEEN NOTIFIED IN WRITING AND WRITTEN DETERMINATION IS MADE BY VA'S PROJECT ENGINEER. WHERE COMPLETED OR PARTIALLY COMPLETED WORK IS DISCOVERED TO BE IN VIOLATION WITH APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, CONTRACTOR SHALL BE REQUIRED TO REMOVE THAT WORK FROM THE PROJECT AND REPLACE SUCH WORK WITH ALL NEW

COMPLYING WORK AT NO ADDITIONAL COST TO THE OWNER.

1. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE DEMOLITION. VERIFY ALL CONDITIONS, AND BRING TO THE ATTENTION OF THE OWNER AND ARCHITECT ANY DISCREPANCIES PRIOR TO AND

DURING CONSTRUCTION.

2. VERIFY ALL DRAWING INCLUDING ARCHITECTURAL AND ELECTRICAL.

3. ALL SALVAGEABLE ITEMS SHALL BE THE PROPERTY OF THE OWNER AND SHALL BE REUSED OR STORED WHERE

DESIGNATED BY THE OWNER.

6. IF JACK-HAMMERING CORE DRILLING OR CONCRETE SAWING IS GOING TO BE UTILIZED, IT SHALL BE KEPT TO A MINIMUM AND SHALL BE DONE ONLY WITH THE PERMISSION OF THE OWNER AND AT SUCH TIMES AS DESIGNATED.

7. ALL DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE.

8. PROVIDE TEMPORARY DUST PROOF PARTITIONS WHERE NECESSARY TO PREVENT INFILTRATION OF DUST INTO OCCUPIED AREAS. PROVIDE TEMPORARY WEATHER PROTECTION AS NECESSARY TO PREVENT DAMAGE TO

EXISTING FACILITIES AND TO PREVENT DISCOMFORT TO PERSONS IN OCCUPIED AREAS.

9. WHERE EXISTING CONSTRUCTION IS CUT OR OTHERWISE DISTURBED TO PERMIT INSTALLATION OF NEW WORK, REPAIR AND PATCH TO MATCH EXISTING CONSTRUCTION. USE METHODS AND MATERIALS WHICH ARE SIMILAR IN

APPEARANCE AND EQUAL IN QUALITY TO THOSE AREAS BEING REPAIRED.

10. ALL INTERIOR AND/OR EXTERIOR WINDOWS INDICATED TO BE REMOVED SHALL BE CAREFULLY DISMANTLED AND

GLASS AND FRAMES PRESERVED.

11. ALL ABANDONED PLUMBING LINES, ELECTRICAL CONDUIT OR BOXES, A/C DUCTS OR DIFFUSERS AND TELEPHONE

CABLES WILL BE REMOVED BACK TO CLOSEST FEEDER POINT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

A-001

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

NOTES, LEGEND, GENERAL NOTES

AND ABBREVIATIONS

Sheet List Sht. Count Sheet Number Sheet Name

2 of 96 A-001 NOTES, LEGEND, GENERAL NOTES AND ABBREVIATIONS 3 of 96 AD-101 FIRST FLOOR DEMO PLAN 4 of 96 AD-102 2ND FLOOR DEMO PLAN 5 of 96 A-101 PARTIAL 1ST FLOOR PLAN 6 of 96 A-102 PARTIAL 2ND FLOOR PLAN 7 of 96 A-103 1ST FLOOR & 2ND FLOOR RCP 8 of 96 A-104 ROOF PLAN 9 of 96 A-201 EXTERIOR ELEVATIONS 10 of 96 A-501 WALL SECTIONS/ DETAILS 11 of 96 A-502 DETAILS 12 of 96 A-601 DOOR SCHEDULE, FINISH SCHEDULE, DETAILS

Revisions: Date:

STO

ART STORAGE

STERILE STORAGE

STAIR

GAS STORAGE

EMERGENCY GENERATORS

EXAM RM6

GYN1

TOILET

OFFICE

EXAM RM7

EXAM RM8

EXAM RM9

EXAM

CONFERANCE RM

OFFICEOFFICEOFFICEOFFICE

OFFICE

OFFICEOFFICEOFFICEOFFICE

UNISEX

REST RM

CORRIDOR

CORRIDOR

B

G1558

G1548

BGEN2

BGEN1

B1224

B1241

B1223

B1222

B1221

B1218

B1217

B1

K1809K1807K1805K1803 K1801

K1810K1808K1806K1804

K1812

K1C05

K1C04

B1226

GS2

RAMP

P DN

DN

FEC

FEC

BGENXD1

BGENXD3

BGENXD2

GS2D1

THRESHOLD

THRESHOLD

BOLLARD

BOLLARD

BOLLARD

4458.23

4458.99

4459.39

SHED

23312332

FENCEFENCE

FENCE

FENCE

4458.744458.75

4459.08 4459.27

21232124

21252158

BLD

BLD

BLD

BLD

BLD

BLD

BLD

BLD BLD BLD

BLD

BLD

4457.83

4458.28

4459.63

4458.99 4459.19

4459.71

4462.02 4462.02 4462.05 4462.06

4464.50

2288 2289 2290

FF

ELEC GENERATOR

ELEC GENERATOR

ELEC GENERATOR

ELEC GENERATOR

UP

(E) BLDG 12

(E) BLDG 1D

(E) BLDG 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

AD-101

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

FIRST FLOOR DEMO PLAN

PLAN NORTH

TRUE

NORTH

0 2' 4' 8'

(E) GENERATOR

1/4" = 1'-0"

1ST FLOOR DEMO PLAN

1. (E) CRAWL SPACE ACCESS TO REMAIN & PROTECTED

2. DEMO (E) METAL STAIR

3. DEMO (E) CHAINLINK FENCE/ GATE

4. SAWCUT (E) CONCRETE SIDEWALK & CURB FOR PROPOSED

UTILITIES, SEE ALL DISCIPLINE DWGS.

5. CABLE/ CONDUIT SUPPORT ABOVE TO REMAIN

X KEYNOTES

GENERAL NOTES

KEY PLAN

(E) AC PAVED YARD

4473.45' (FF=4473.41')

FF ELEV. = 4461.45'

FF ELEV. = 4461.61' (VER.)

1. COORDINATE ALL WORK IN THIS AREA W/ CONTRACTING OFFICER

TECHNICAL REPRESENTATIVE TO MINIMIZE IMPACT TO HOSPITAL

OPERATIONS.

2. THE UTILITY LINES WITHIN THE DEMOLITION AREA THAT WILL REMAIN

ARE TO BE PROTECTED.

3. REMOVE ALL (E) ELECTRICAL EQUIPMENT (PANELBOARDS,

SWITCHGEAR, TRANSFORMERS, ETC.) WITHIN PAVED YARD UNLESS

DESIGNATED TO REMAIN.

4. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE FACILITY

PRIOR TO BIDDING ON THE PROJECT AND NOTIFY THE GOVERNMENT

IMMEDIATELY OF ANY DISCREPANCIES.

5. REFER TO ALL DRAWINGS FOR FULL SCOPE OF PROJECT.

6, PROVIDE TEMPORARY EGRESS SIGNAGE AS APPROVED BY VA

SAFETY OFFICER.

4455.5'

THRESHOLD 4461.49'

FF = 4

461.45'

Revisions: Date:

(EXISTING)

(EXISTING)

PLAN NORTH

TRUE

NORTH &

AREA OF

WORK

B2257-1

1DC8

G2558-1

G2558

G25547

G2548

1D144A

K2809

K2807

K2810

K2805 K2803

K2801

K2804

K2802

K2808K2806K2812

SG2

CORRIDOR

OFFICE

OFFICE

MECH

RELEASE OF INFO

CLOSET

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

ALCOVE

CORRIDOR

OFFICEOFFICEUNISEX

STAIR

FEC

DN

DN

(E) BLDG 12

(E) EMERGENCY GENERATORS

BLDG 6

1 2

A

B

(E) BLDG 1D

(E) BLDG 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

AD-102

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

2ND FLOOR DEMO PLAN

0 2' 4' 8'

PLAN NORTH

TRUE

NORTH

1/4" = 1'-0"

2ND FLOOR DEMO PLAN

1. DEMO (E) STAIR / RAILINGS

2. DEMO (E) DOOR & DOOR FRAME

3. (E) CABLE/ CONDUIT SUPPORT AT 13'-6"

ABOVE PAVING TO REMAIN

X KEYNOTES

GENERAL NOTES

KEY PLAN

4475.45'

THRESHOLD

Revisions: Date:

PLAN NORTH

TRUE

NORTH &

AREA OF

1. SEE AD - 101.

UM RED

4459.35

4459.96

23312332

4460.94

4461.32

4458.56

4458.21

FENCEFENCE

FENCE

4458.75

4459.27

21232124

BLD

BLD

BLD

BLD

BLD

BLD BLD BLD

BLD

STO

ART STORAGE

STERILE STORAGE

STAIR

GAS STORAGE

EMERGENCY GENERATORS

EXAM RM6

GYN1

TOILET

OFFICE

EXAM RM7

EXAM RM8

EXAM RM9

EXAM

CONFERANCE RM

OFFICEOFFICEOFFICEOFFICE

OFFICE

OFFICEOFFICEOFFICEOFFICE

UNISEX

REST RM

CORRIDOR

CORRIDOR

B

G1558

G1548

BGEN2

BGEN1

B1224

B1241

B1223

B1222

B1221

B1218

B1217

B1

K1809K1807K1805K1803 K1801

K1810K1808K1806K1804

K1812

K1C05

K1C04

B1226

GS2

RAMP

P DN

DN

FEC

FEC

BGENXD1

BGENXD3

BGENXD2

GS2D1

DN

DN

A-201

A-201

267 SF

(N) ELECTRICAL

ROOM

UP

1 2

A A

B

A-201

9' - 0"

A-201

11' - 4"

3' - 0"

3' - 4"

7' - 8"

D-1

D-2

10' - 9"

4'

33' - 6 3/4"

2' - 7 3/8" 0' - 0"

1'

5' - 0"

(E) BLDG 12

(E) EMERGENCY GENERATORS

(E) BLDG 1D

(E) BLDG 5

9' - 0"

DRIVEWAY

A-201

A-201

A-201

5A

A-201

1% SLOPE

CMU WALL AT FIRST FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

A-101

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

PARTIAL 1ST FLOOR PLAN

1/4" = 1'-0"

PARTIAL 1ST FLOOR PLAN

0 2' 4' 8'

PLAN NORTH

TRUE

NORTH

X KEYNOTES

1. (N) CMU WALLS - W1 (SEE FINISH SCHEDULE ON SHEET A-601)

2. (N) DOORS

3. (N) VENTS, SEE MECHANICAL

4. (N) STEEL STAIRS PER STRUCTURAL

5. (N) CHAINLINK FENCE AND GATES, SEE DETAIL 12/A-601.

6. (N) CONCRETE STOOP, SEE STRUCTURAL

7. (N) SURFACE MOUNTED FIRE EXTINGUISHER , SEE DETAIL 2/A-501

8. (N) CONCRETE SLAB - F1 (SEE FINISH SCHEDULE ON SHEET A-601)

9. MASONRY OPENING FOR EXHAUST FAN THROAT. TOP OF OPENING

9'-0" MAX AFF. SEE MECHANICAL DRAWINGS.

10. PROVIDE DRAIN GRATE FLUSH TO (E) SIDEWALK

11. 4'-0" WIDE REMOVABLE GURDRAIL PER SPECS. SEE DETAIL 4/A-103

12. STEEL GUARDS & HANDRAILS - SEE DETAIL 9/A-502

GENERAL NOTES

KEY PLAN

Revisions: Date:

PLAN NORTH

TRUE

NORTH &

AREA OF

WORK

LEGEND

1. SEE A-001.

B2257-1

1DC8

G2558-1

G2558

G25547

G2548

1D144A

K2809

K2807

K2810

K2805 K2803

K2801

K2804

K2802

K2808K2806K2812

SG2

CORRIDOR

OFFICE

OFFICE

MECH

RELEASE OF INFO

CLOSET

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

ALCOVE

CORRIDOR

OFFICEOFFICEUNISEX

STAIR

FEC

DN

A-201

A-201

18' - 0"

(E) BLDG 12

Not Enclosed

(N) ELECTRICAL

ROOM

(E) EMERGENCY GENERATORS

1 2

A

B

A-201

A-201

1'

/8

(12")

D-5

D-4

1'

(1 2"

9' - 9"

(E) BLDG 1D

(E) BLDG 5

5' - 6"

9'

A-201

A-201

A-201

A-103

5A

A-201

1% SLOPE

METAL STUD WALL AT 2ND FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

A-102

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

PARTIAL 2ND FLOOR PLAN

X KEYNOTES

1. (N) WALL - W2 (SEE FINISH SCHEDULE ON SHEET A-601)

2. (N) DOORS

3. (N) STAIR

4. REMOVABLE GUARDRAIL - SEE DETAIL 4/A-103

5. LADDER TO ROOF

6. EXPANSION JOINT COVER

7. (N) CONCRETE FLOOR - F1 (SEE FINISH SCHEDULE ON SHEET A-601)

8. (N) PAIR OF 2'-0" GATES

9. FRAME OPENING FOR EXHAUST FAN THROAT. TOP OF OPENING

9'-0" MAX. AFF. SEE MECH DRAWINGS.

10. (N) DOWNSPOUT

11. STAINLESS STEEL FLOOR PLATE PER SPEC

GENERAL NOTES

KEY PLAN

1/4" = 1'-0"

PARTIAL 2ND FLOOR PLAN

0 2' 4' 8'

PLAN NORTH

TRUE

NORTH

Revisions: Date:

PLAN NORTH

TRUE

NORTH &

AREA OF

LEGEND

1' -1

0"

3' -6

1/8"

1 3/4"

1/

2"

DOOR FRAME

A

B

C

1 1/2" PIPE

RAIL

REMOVABLE REQUIRED.

CUT AND FIT AS

TO DOOR FRAME,

WELD PIPE RAIL

NOTE:

3/16

PIPE RAIL

REMOVABLE

OPENING

DOOR

1 1/2"

BENT PLATE

3/16" THK.

BENT PLATE

REMOVABLE

PIPE RAIL

1 1/2"

3/16" THK.

3/16

B

C

A-201

A-201

1 2

A

B

A-201

(E) BLDG 12

(E) EMERGENCY GENERATORS

(E) BLDG 1D

(E) BLDG 5

BLDG 6

A-201

A-201

A-201

5A

A-201

A-201

A-201

1 2

A

B

A-201

A-201

(E) BLDG 12

(E) EMERGENCY GENERATORS

(E) BLDG 1D

(E) BLDG 5

BLDG 6

A-201

A-201

A-201

CMU WALL AT FIRST FLOOR

STUD WALL AT 2ND FLOOR

A

1'

7/

8"

8"

2'

/8

6 1/4"1' - 2"

CONTINUOUS

ALUMINUM

FRAME

CONTINUOUS

ALUMINUM

CENTER PLATE

CONTINUOUS

ALUMINUM

COVER

SHEET METAL SCREW (7 PER FRAME)

CENTER BAR ASSEMBLY

(7 PER FRAME)

CONTINUOUS 6"

SANTOPRENE SEAL

EPDM SHEET VAPOR

BARRIER

FIRE BLANKET

SYSTEM

FLOOR PLATE SUPPORT

400 PSF, MIN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

A-103

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

1ST FLOOR & 2ND FLOOR RCP

1/4" = 1'-0"

1ST FLOOR RCP

1/4" = 1'-0"

2ND FLOOR RCP

X KEYNOTES

1. (N) FIRE RATED FLOOR EXPANSION JOINT (1 HR)

2. (N) FIRE RATED WALL EXPANSION JOINT (1 HR)

3. (N) EXPANSION JOINT COVER WITH GUTTER TO EXTERIOR DRAIN

4. BOTTOM OF CONCRETE SLAB, PAINTED

5. (N) DRIP

6. LIGHTING FIXTURE, SEE ELECTRICAL

7. EXPOSED W BEAM PER STRUCTURAL. PROVIDE 1 HR

FIRE PROTECTION USING INTUMESCENT PAINT

GENERAL NOTES

KEY PLAN

0 2' 4' 8'0 2' 4' 8'

PLAN NORTH

TRUE

NORTH

PLAN NORTH

TRUE

NORTH

Revisions: Date:

PLAN NORTH

TRUE

NORTH &

AREA OF

WORK

1 1/2" = 1'-0"

ENLARGED PLAN

NO SCALE

REMOVABLE RAIL

SLOPE

1/2:12

1/ :1

S

LO

P E

1/ :1

S

LO

P E

SLOPE

1/2:12

RIDGE

G3549-1

2C150 B3248 B3246 B3244

G3547

2D187

2D192

G3558

G3557 G3548-2

G3548

G3549

2-BED RM 2-BED RM 2-BED RM 2-BED RM

ANEST WORK

STORAGE

ANEST OFFICE

ANEST OFFICE

TOILET

STORAGE

STORAGE

STAIR

CLOSET

CORRIDOR

(E) ROOF EMERGENCY

GENERATORS

(N) ROOF - ELECTRICAL ROOM

(E) 3RD FLOOR - BLDG 12

1 2

A

B

A-201

S

LO

P E

SLO

PE

3'

3' - 10"

A-502

A-201

D-5

5A

A-201

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

A-104

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

ROOF PLAN

1/4" = 1'-0"

ROOF LEVEL

X KEYNOTES

1. (N) ROOFING

2. (N) METAL STAIR BELOW

3. EXPANSION JOINT COVER

4. 30"X36" ROOF SCUTTLE

5. ROOF DRAIN SCUPPER THROUGH PARAPET

GENERAL NOTES

KEY PLAN

0 2' 4' 8'

PLAN NORTH

TRUE

NORTH

Revisions: Date:

PLAN NORTH

TRUE

NORTH &

AREA OF

1ST FLOOR LEVEL

0' - 0"

CEILING LEVEL

9' - 0"

2ND FLOOR LEVEL

11' - 11"

ROOF LEVEL

23' - 10"

AB

GROUND LEVEL

-2' - 4 1/2"

A-201

A-502

Sim

(E) BLDG 12

2'

/2

A-201

1ST FLOOR LEVEL

0' - 0"

CEILING LEVEL

9' - 0"

2ND FLOOR LEVEL

11' - 11"

ROOF LEVEL

23' - 10"

1 2

A-201

GROUND LEVEL

-2' - 4 1/2"

1' - 0"

9'

5A

A-201

1ST FLOOR LEVEL

0' - 0"

CEILING LEVEL

9' - 0"

2ND FLOOR LEVEL

11' - 11"

ROOF LEVEL

23' - 10"

A B

GROUND LEVEL

-2' - 4 1/2"

A-201

A-502

Sim

A-502

Sim A-502

Sim

(E) BLDG 12

A-501

A-201

1ST FLOOR LEVEL

0' - 0"

CEILING LEVEL

9' - 0"

2ND FLOOR LEVEL

11' - 11"

ROOF LEVEL

23' - 10"

1 2

GROUND LEVEL

-2' - 4 1/2"

A-501

A-502

A-501

5A

A-201

A-502

Sim D

1ST FLOOR LEVEL

0' - 0"

CEILING LEVEL

9' - 0"

2ND FLOOR LEVEL

11' - 11"

ROOF LEVEL

23' - 10"

GROUND LEVEL

-2' - 4 1/2"

Level 6 20' - 11"

5A

A-201

A-502

Sim C

AB

1ST FLOOR LEVEL

0' - 0"

CEILING LEVEL

9' - 0"

2ND FLOOR LEVEL

11' - 11"

A B

GROUND LEVEL

-2' - 4 1/2"

A-201

A-201

A-502

Sim

A-502

Sim A

B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

A-201

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

EXTERIOR ELEVATIONS

1/4" = 1'-0"

EAST ELEVATION1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

BUILDING SECTION 1

1/4" = 1'-0"

BUILDING SECTION 2

X KEYNOTES

1. (N) CMU WALL WITH EXTERIOR PLASTER FINISH - W1 (SEE

FINISH SCHEDULE ON SHEET A-601) AT 1ST FLOOR

2. (N) STUD WALL WITH EXTERIOR PLASTER FINISH - W2 (SEE

FINISH SCHEDULE ON SHEET A-601) AT 2ND FLOOR

3. (N) DOORS, SEE DOOR SCHEDULE ON SHEET A-601

4. (N) STAIRS, HANDRAIL

5. (N) CHAINLINK FENCE AND GATES

6. (N) LADDER TO ROOF

7 (N) FIRE EXTINGUISHER CABINET, SEE DETAIL 2 / A-501

8 (N) PLASTER MOULDING ALL AROUND, SEE DETAIL 6 / A-501

9. (N) PAIR OF 2'-0" GATES

GENERAL NOTES

4 88

1/4" = 1'-0"

BUILDING SECTION 3

Revisions: Date:

1/4" = 1'-0" 5A

STAIR SECTION

ROOF LEVEL

23' - 10"

6" PARAPET FRAMING

W/ CEMENTITIUOS BD.

(N) EXPANSION JOINT

COVER W/ GUTTER TO

EXTERIOR DRAIN

SINGLE PLY

PVC ROOFING

POLYISO RIGID TAPERED

INSULATION R-30

1 1/2" METAL DECK

PER STRUCTURAL

1' - 0"

(E) BLDG 1D

6" STUDWALL PER

STRUCTURAL W/ 5/8" TYPE X

1 -HR RATED SHAFTWALL W/

20 GA. 2 1/2" STUDS UL/GA

DESIGN W419, W492

INSULATION FILL

EPDM MEMBRANE

ADHERED TO WALL

(E) BLDG 1D

6" STUDWALL PER

STRUCTURAL W/ 5/8" TYPE X

1 -HR RATED SHAFTWALL W/

20 GA. 2 1/2" STUDS UL/GA

DESIGN W419, U499

MOISTURE

BARRIER

EXPANSION JOINT

BOTTOM OF

CONCRETE SLAB -

PAINTED

2ND FLOOR LEVEL

11' - 11"

CANTILEVER SLAB

PER STRUCTURAL

8" CMU WALL

PER STRUCTURAL

1ST FLOOR LEVEL

0' - 0"

GROUND LEVEL

-2' - 4 1/2"

8" CMU WALL

PER STRUCTURAL

ROOF LEVEL

23' - 10"

A

6" PARAPET FRAMING W/

CEMENTITIUOS BD.

(N) EXPANSION JOINT COVER W/

GUTTER TO EXTERIOR DRAIN

SINGLE PLY

PVC ROOFING

POLYISO RIGID TAPERED

INSULATION R-30

1 1/2" METAL DECK

PER STRUCTURAL

6" STUDWALL PER

STRUCTURAL W/ 5/8"

TYPE X

1 -HR RATED

SHAFTWALL W/ 20

GA. 2 1/2" STUDS

UL/GA DESIGN

W419, W492

INSULATION FILL

(E) BLDG 12

(E) BLDG 12

(E) BLDG 12

2ND FLOOR LEVEL

11' - 11"

FIRE RATED FLOOR

EXPANSION JOINT

(E) BLDG 12

(E) BLDG 12

(N) DOOR, SEE

SCHEDULE

(N) CONCRETE

SLAB PER

STRUCTURAL

(N) CMU WALL PER

STRUCTURAL

STAINLESS STEEL

FLOOR PLATE - 400 PSF

1ST FLOOR LEVEL

0' - 0"

GROUND LEVEL

-2' - 4 1/2"

(N) CONCRETE SLAB &

FOOTING PER STRUCTURAL

(N) CMU PER

STRUCTURAL

1ST FLOOR LEVEL

0' - 0"

2ND FLOOR LEVEL

11' - 11"

ROOF LEVEL

23' - 10"

INSULATION FILL

7/8" CEMENT PLASTER O/

SELF FURRING LATH O/

2 LAYERS OF 60 MIN

GRADE D BLDG PAPER

METAL COPING

SINGLE PLY

PVC ROOFING

POLYISO RIGID TAPERED

INSULATION R-30

1 1/2" METAL DECK

PER STRUCTURAL

CONCRETE SLAB

PER STRUCTURAL

6" METAL STUDS

5/8" GYP BD.

8" CMU WALL

PER STRUCTURAL

6" CONCRETE SLAB

PER STRUCTURAL

8" CMU WALL

PER STRUCTURAL

AC PAVING

CANTILEVER SLAB

PER STRUCTURAL

DRIP

∠ AT EDGE PER

STRUCTURAL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

A-501

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

WALL SECTIONS/ DETAILS

1 1/2" = 1'-0"

WALL SECTION 2

1 1/2" = 1'-0"

WALL SECTION 3

1 1/2" = 1'-0"

WALL SECTION 1

Revisions: Date:

6" 6"

6" 6"

6" 6"

1"

NOTE:

APPLICABLE TO PENETRATIONS OF ALL FIRE RATED MEMBRANES,

IN ACCORDANCE WITH NFPA 101. REFER TO SPECIFICATIONS

SECTION 07270, FIRE STOPPING SYSTEMS.

PARTITION OR CHASE

PENETRATION

MASONRY

PARTITION

FIRESTOP

MATERIAL

3/4" [19mm]

APPROVED

FIRESTOP

INSULATION

W/

VAPOR

BARRIER

DRYWALL

PARTITION

INSULATED PIPE

OR DUCT

PARTITION

SUPPORT

FLOOR

FIRESTOP

MATERIAL

3/4" [19mm]

APPROVED

FIRESTOP

INSULATION W/

VAPOR BARRIER

PIPE SLEEVE

WHERE SPECIFIED

1/4" [6mm]

ANCHOR ROD FOR

(N) CONSTRUCTION

WELD

[1 m m

FLOOR OR

DECK

PENETRATION

INSULATED PIPE

OR DUCT

[1 m m

3' -6

7"

1'-0"

2' -1

0"

11" TREAD

7" R

IS

E

R

1"

3' -0

E Q

E

Q

5"

2' -1

0"

1' -0

1'

-1 0"

A - STRINGER @ BOTTOM

B - TOP FLOOR LANDING

FRONT SECTION

D - HANDRAIL AT WALL

2 1/2"

2' -1

0" T

O

'-2

(M A

X

(MIN.)

GRND. LINE

LANDING

(M A

X

1 1/4"SCH. 40

STD. PIPE RAIL

& POST (TYP)

METAL

STRINGER

METAL GRATING

W/NON-SLIP

NOSING TREADS

1 1/4"SCH. 40

STD. PIPE RAIL

& POST (TYP)

METAL

CHANNEL

STRINGER

METAL GRATING

W/NON-SLIP

NOSING TREADS

(TYPICAL)

3/8" EXP. BOLT

@ EA. BRACKET

STL.

BRACKET &

HANDRAIL

A B

O V

E T

R E

A D

O R

F

IN

. F

LR

11_

1 _ 2

5" M

IN

1 1/4"

1/

2"

7" R

T

Y P

7" R

7" R

T

Y P

11" MIN.

M

IN

NON-SLIP ABBRASIVE

TREAD NOSING (TYP.)

STL. FLOOR GRATING

(SEE STRUCT.)

GRATING TREAD

STL. CHANNEL

(SEE STRUCT.)

STL. STRINGER

ABRASIVE TREAD

NOSING (TYP.)

STL. STRINGER

GRATING TREAD

STL. ANGLE

1/2" EXP. BOLT

CONCRETE

(N) CMU WALL

EXPANSION

BOLTS PER

MANUFACTURER

PLAN (SURFACE MOUNTED)

SECTION

(N) CMU WALL

0' - 6 5/8"

2'

/2

4' -0

A

.F .F

13" (FRAME)

0'

/8

(E) 4" STUDS

@ 24" O.C.

REMOVE (E) JOIST

BETWEEN STUDS FOR

CONDUITS & ADD (N)

JOIST BETWEEN STUDS

@ OPENING

1'

(E) 4" STUDS

@ 24" O.C.

(E) 2 LAYERS FIBERGLASS

REINFORCED 5/8" FIRE

RESISTIVE GYPSUM BOARD

(E) REINFORCED EIFS SYTEM

WITH RIGID INSULATION

REMOVE AND REPLACE AS REQD.

(N) 4"MTL

CONDUITS

/4

3/4" ALL AROUND

1 1/4" DP FIRE CAULK

ALL AROUND FOR

1 HR ASSEMBLY

3/ 4"

(E) STEEL FRAME

W/ FIREPROFING

(E) 2 LAYERS FIBERGLASS

REINFORCED 5/8" FIRE

RESISTIVE GYPSUM BOARD

(E) REINFORCED EIFS SYTEM

WITH RIGID INSULATION

3/4"

ELASTOMERIC SEALANT &

BACKER ROD ALL AROUND

OPENING

(N) REINFORCED EIFS

SYSTEM O/ RIGID INSULATION

TO MATCH EXISITNG

(E) STEEL FRAME WITH

FIREPROOFING

NOTE:

VERIFY EXTENT OF (N) OPENING

WITH MECH.

(N) CMU WALL

W/ 5/8" CEMENT

PLASTER

2" CORE DRILL

W/ FIRE CAULK &

SAFING FLUSH TO CMU

SECTION

/4

5/8" CEMENT

PLASTER

ELASTOMERIC

SEALANT W/

BACKER ROD

ALL AROUND

1" PIPE

INSULATION FILL

7/8" CEMENT PLASTER O/

SELF FURRING LATH O/

2 LAYERS OF 60 MIN

GRADE D BLDG PAPER

PLASTER CHANNEL SCREED

CONCRETE SLAB

8" CMU PER

STRUCTURAL

VENTED G.I. MOULD

G.I. FLASHING

3/4"

ROOF LEVEL

23' - 10"

18 GA

BENT PLATE

(ALL AROUND)

3" X 1/4" THK.

PL. RAIL

HEAVY GAUGE

CHANNEL FRAME

(ALL AROUND)

EXTEND ROOFING

MEMBRANE

UP AND INSIDE CURB

SINGLE PLY PVC ROOFING

O/ 1/2" COVER BD.

O/ POLYISO RIGID TAPERED

INSULATION R-30

O/ 1 1/2" METAL DECK (SEE STRUCT.)

2X WOOD BLOCKING

WOOD CANT STRIP

M

IN

36" X 30" ROOF HATCH

8"

7" MIN.

WOOD BLOCKING

FILLER

METAL STUDS

FRAMING

SEE STRUCT. INSTALL PER MFR. STANDARD

OR PROVIDE MIN. 1/2"⌀ X 3" KB

TZ, TYP. EA. ATTACHMENT

1"⌀ STEEL RUNG

1/4" STEEL

BRACKET

T Y

P

3" X 1/4" THK.

PL. SIDERAIL

1"⌀ STEEL RUNG

2 " 2 "

"3/8"⌀

WELDED

3" X 1/4" THK.

PL. SIDERAIL

1/4"

ISOMETRIC VIEW

FIN. FLR.

SIDE VIEW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

A-502

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

DETAILS

1 1/2" = 1'-0"

FIRE EXTINGUISHER DETAIL

3" = 1'-0"

PENETRATION @ (E) SOFFIT

3" = 1'-0"

SOFFIT OPENING

3" = 1'-0"

PIPE PENETRATION

3" = 1'-0"

PLASTER MOULDING DETAIL

1 1/2" = 1'-0"

ROOF HATCH W/ LADDER DETAIL

NO SCALE

PIPE/ CONDUIT/DUCT PENETRATION OF FIRE/

SMOKE BARRIERS DETAIL (TYPICAL)

Revisions: Date:

1 1/2" = 1'-0"

LADDER FLOOR BRACKET DETAIL

NO SCALE

RAILING DETAILS

NO SCALE

STAIR DETAILS 10A & 10B

DETAIL 10 A

DETAIL 10 B

10 A

A-502

10 B

A-502

ELEVATION

TRUSS ROD AND BAND

TENSION BAND DETAIL

END OR GATE POST DETAIL

ROUND POST

LINE POST

LATCH ASSEMBLY

BRACE RAIL (TYP)

HINGES (TYP)

LINE POST

GRADE LINE

DROP ROD

GATE OPENING

GATE LEAF

F E

N C

E F

A B

R

IC

6"

3'-10" FOR POSTS 8 5/8" O.D.

3'-4" FOR POSTS 6 5/8" O.D.

2'-10" MIN. FOR POSTS 4" O.D.

& LESS

16" DIA MIN. FOR GATE POSTS

4" O. D. & LESS;

24" FOR GATE POSTS OVER 4"

O.D.

3/8" TRUSS RODS

(TYP.)

BRACE RAIL (TYP)

TRUSS ROD (TYP)

TOP TENSION WIRE OR

RAIL AS SPECIFIED (TYP)

BOTTOM TENSION

WIRE (TYP)

CHAIN-LINK

FABRIC

2" MIN.

5" MAX.

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER

TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE

SPECIFICATIONS.

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY

AND GATE KEEPERS EXCEPT AS NOTED.

3. ALL GATE FRAMES SHALL BE A MINIMUM 1.90" NOMINAL (ROUND) OR 2.00" NOMINAL

(SQUARE). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED

USING HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE

USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

TENSION BAR

CARRIAGE BOLT

FABRIC

CONCRETE BASE

/2

(T Y

P

TENSION BAND (15" O.C. MAX. AND

WITHIN 4" FROM TOP AND BOTTOM

OF FABRIC)

TENSION BAR TO ENGAGE

EACH FABRIC LINK

BARBED WIRE OR

TENSION WIRE

TRUSS ROD (3/8"

MIN. DIA.)

TENSION BAND

TRUSS ROD (3/8" MIN. DIA.)

GATE OPENING

GATE LEAF

TRUSS

ROD

HINGE

HINGE

HINGES (TYP)

'-0

G

A T

E

F1 F2

P E

R S

C H

E D

U

LE

2"

2"

PER SCHEDULE

2"

P E

R S

C H

E D

U

LE

2"

2"

PER SCHEDULE

2"

F3

2"

2"

PER SCHEDULE

2"

PER SCHEDULE

P E

R S

C H

E D

U

LE

PER SCHEDULE

P E

R S

C H

E D

U

LE

D-2 & D-5D-1 D4

PER SCHEDULE

P E

R S

C H

E D

U

LE

1' - 4" 3' - 0"

FINISH SCHEDULE LEGEND*

FLOOR

F-1 CONCRETE FLOOR

W/ EPOXY FINISH

WALL

CEILING

MANUFACTURER:

PRODUCT:

PRIMER:

COLOR:

SEE SPECS

SEE SPECS

SEE SPECS

SEE SPECS

W-1 CMU WALLS WITH CEMENT

WITH PLASTER EXTERIOR

FINISH (PAINTED)

MANUFACTURER:

PRODUCT:

COLOR:

SEE SPECS

SEE SPECS

SEE SPECS

C-1 EXPOSED CEILING PAINTED

WITH WHITE

NOTES

1. PRODUCT INDICATED, IS FOR BASIS OF DESIGN, CONTRACTOR MAY SUBMIT AN EQUIVALENT PRODUCT

FOR APPROVAL

2. CONTRACTOR CAN SUBSTITUTE WITH ALTERNATE APPROPRIATE PRODUCT. PRODUCTS MUST BE

MADE IN USA OR "BUY AMERICAN ACT".

OTHER

HOLLOW METAL

DOORS

COLOR: MATCH EXISTINGEO-1

DOOR FRAMES COLOR: MATCH EXISTINGEO-2

W-2 GYP BD ON METAL STUDS

WITH CEMENT PLASTER

EXTERIOR FINISH

(PAINTED)

MANUFACTURER:

PRODUCT:

COLOR:

SEE SPECS

SEE SPECS

SEE SPECS

8" CMU WALL

HOLLOW METAL

FRAME, GROUT FILL

5/8" CEMENT PLASTER

DOOR - SEE

SCHED. 1

/4

S E

A L

A N

T

B A

C K

E R

R O

D

G.I. HEAD FLASHING

J-MOULD

1/4" SEALANT & BACKER ROD

DOOR - SEE

SCHED.

HOLLOW METAL

FRAME, GROUT FILL

G.I. 'T' STRAP

24" O.C., 3 EA. JAMB

5/8" CEMENT

PLASTER

J-MOULD

8" CMU WALL

DOOR - SEE

SCHED.

METAL DRIP

HEAVY DUTY

THRESHOLD,

FULL SEALANT BEAD

DOOR SWEEP

/2

5"

FIN. FLR.

HOLLOW METAL

FRAME, GROUT FILL

(BEYOND)

7/8" CEMENT PLASTER

OVER 2 LAYERS GRATED

AND MESH 60 MIL BLDG.

PAPER OVER 1/2"

CEMENT BD.

HOLLOW METAL

FRAME, BATT FILL

6" DOUBLE

STUD HEADER

6" HEAD TRACK

/4

S

E A

L A

N T

B

A C

K E

R R

O D

G.I. HEAD FLASHING

J-MOULD

DOOR - SEE

SCHED.

5/8" GYP. BD. OVER

6"-18 GA. METAL STUD

R-19 BATT INSULATION

J-MOULD

HOLLOW METAL

FRAME, BATT FILL

DOOR - SEE

SCHED.

7/8" CEMENT PLASTER

OVER 2 LAYERS GRATED AND

MESH 60 MIL BLDG. PAPER OVER

1/2" CEMENT BD.

1/4" SEALANT & BACKER ROD

5/8" GYP. BD. OVER

6"-18 GA. METAL STUD

WELD CLIP

R-19 BATT INSULATION

DOOR - SEE

SCHED.

METAL DRIP

HEAVY DUTY

THRESHOLD,

DOOR SWEEP

5"

FIN. FLR.

HOLLOW METAL

FRAME, BATT FILL

(BEYOND)

(E) PRECAST

CONC. CLADDING

(N) HOLLOW METAL

FRAME, BATT FILL

(N) DOUBLE

STUD HEADER

(N) HEAD METAL

TRACK TO MATCH

(E) STUD SIZE

/4

S

E A

L A

N T

B

A C

K E

R R

O D

(N) J-MOULD

DOOR - SEE

SCHED.

(N) 5/8" GYP. BD.

TYPE 'X' OVER

(E) METAL STUD

(N) HOLLOW METAL

FRAME, BATT FILL

DOOR - SEE

SCHED.

WELD CLIP

1/4" SEALANT & BACKER ROD

5/8" GYP. BD.

TYPE 'X' OVER

(E) METAL STUD

(E) PRECAST

CONC. CLADDING

(N) DOUBLE METAL

STUD TO MATCH (E)

STUD SIZE

J-MOULD

DOOR - SEE

SCHED.

HEAVY DUTY

THRESHOLD,

5"

FIN. FLR.

HOLLOW METAL

FRAME, BATT FILL

(BEYOND)

3' - 2"1' - 0" 9' - 0" 1' - 7"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Phase

FINAL BID SET

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

engineering discipline <EDIT TEXT>:

9 1087654321

9 1087654321

A

B

C

D

E

F

A

B

C

D

E

F

FULLY SPRINKLERED

35% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

04-08-2019 06-07-2019

90% DESIGN SUBMITTAL 08-13-2019

100% DESIGN SUBMITTAL 09-10-2019

FINAL BID SET 09-26-2019

Dwg. OF 96

654-18-809

1D

A-601

CORRECT ELECTRICAL

DEFICIENCIES, BLDG. 1D

975 Kirman Ave. Reno, NV 89502

Sept. 26, 2019 RK/MN ED

DOOR SCHEDULE, FINISH

SCHEDULE, DETAILS

1/4" = 1'-0"

DOOR FRAME

1/4" = 1'-0"

DOOR TYPE

DOOR SCHEDULE

DOOR

No./TYPE WIDTH HEIGHT DOOR MAT'L

DOOR

FINISH

FRAME

TYPE

FRAME

MTR'L

FRAME

FINISH

HARDWARE

GROUP

FIRE

RATING DETAIL REMARKS

D-1 4' - 4" 7' - 0" HOLLOW

METAL

PAINTED F1 HOLLOW

METAL

PAINTED 3, 4 & 5/A-601

D-2 3' - 0" 7' - 0" HOLLOW

METAL

PAINTED F2 HOLLOW

METAL

PAINTED 3, 4 & 5/A-601

D-4 4' - 4" 7' - 0" HOLLOW

METAL

PAINTED F3 HOLLOW

METAL

PAINTED 6, 7 & 8/A-601

D-5 3' - 0" 7' - 0" HOLLOW

METAL

PAINTED F2 HOLLOW

METAL

PAINTED 45 MINS 9, 10 & 11/A-601

D-8 3' - 0" 1' - 0 19/32" ROOF SCUTTLE (VERIFY SIZE WITH

MFR.)

Revisions: Date:

3" = 1'-0"

DOOR HEAD (D1 & D2)

3" = 1'-0"

DOOR JAMB (D1 & D2)

3" = 1'-0"

DOOR SILL (D1 & D2)

3" = 1'-0"

DOOR HEAD (D4)

3" = 1'-0"

7 DOOR JAMB (D4)

3" = 1'-0"

DOOR SILL (D4)

3" = 1'-0"

DOOR HEAD (D5)

3" = 1'-0"

DOOR JAMB (D5)

3" = 1'-0"

DOOR SILL (D5)

3/4" = 1'-0"

FENCE DETAIL

CONCRETE

LIGHTWEIGHT AGGREGATES (CONFORMING TO ASTM C330) SHALL BE

APPROVED BY THE ENGINEER, AND THEIR MAXIMUM SIZE SHALL BE 1 INCH.

HARDROCK AGGREGATES SHALL CONFORM TO ASTM C33. THEIR MAXIMUM SIZE

SHALL BE 1-1/2 INCHES FOR FOOTINGS AND GRADE BEAMS AND 1 INCH FOR ALL

OTHER WORK.

CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR II.

CONCRETE SHALL BE AS FOLLOWS:

CONTINUOUS INSPECTION IS REQUIRED FOR ALL CONCRETE WITH A DESIGN

STRENGTH OVER 2000 PSI.

ONLY ONE GRADE OF CONCRETE SHALL BE POURED ON THE JOB AT ONE TIME.

A STATEMENT OF MIX DESIGN SHALL BE MADE FOR CONCRETE WITH DESIGN

STRENGTH OVER 2500 PSI. COPIES OF THE MIX DESIGN SHALL BE SUBMITTED TO

THE CONTRACTING OFFICER REPRESENTATIVE FOR APPROVAL BEFORE USE.

NOTE: A HIGHER GRADE OF CONCRETE MAY BE SUBSTITUTED FOR THOSE

SHOWN ABOVE, BUT WILL BE SUBJECT TO THE CODE REQUIREMENTS OF THE

HIGHER GRADE.

ALL REINFORCING SHOWN CONTINUOUS SHALL BE LAPPED PER ACI 318 CLASS B

SPLICE OR 40 DIAMETERS (GRADE 60) AT SPLICES, AND SHALL BE MADE AWAY

FROM POINTS OF MAXIMUM STRESS. MINIMUM LAP SHALL BE 2'-0" LONG.

FORMS FOR CONCRETE STRUCTURAL MEMBERS (SLABS, BEAMS, ETC.) SHALL

NOT BE STRIPPED UNTIL THE CONCRETE HAS REACHED ITS DESIGNED

STRENGTH.

ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH DESIGN METHOD.

A MIX THAT PRODUCES THE LOWEST SLUMP COMPATIBLE WITH PROPER

PLACEMENT SHALL BE USED (4-1/2" MAXIMUM SLUMP UNLESS OTHERWISE

APPROVED BY THE STRUCTURAL ENGINEER.)

CONCRETE GROUT SHALL BE NON SHRINKING WITH SUFFICIENT WATER TO

ALLOW POURING. ULTIMATE COMPRESSIVE STRENGTH (F'C) AT 28 DAYS SHALL

BE EQUAL TO 3000 PSI MINIMUM.

DRY PACK CONCRETE SHALL BE ONE PART PORTLAND CEMENT AND ONE PART

SAND WITH SUFFICIENT WATER TO ALLOW A SMALL AMOUNT OF PASTE TO

COME TO THE SURFACE.

ALL SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED

BY THE TRADES INVOLVED AND SHALL BE APPROVED BY THE ENGINEER.

BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO INSURE PROPER

PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS,

ETC. RELATING TO WORK.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

2. TIES AND STIRRUPS

1. MAIN BARS IN BEAMS AND COLUMNS

C. NOT EXPOSED TO EARTH OR WEATHER

1. CAST-IN-PLACE - NON STRESSED

1-1/2" 2"

2"

3" A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS:

B. EXPOSED TO EARTH OR WEATHER

HARDROCK 3000 PSIB. SLAB-ON-GRADE U.N.O

A. FOOTINGS / PIERS HARDROCK 3000 PSI 145 PCF

145 PCF

STRENGTH

AGGREGATES

DRY

@ 28 DAYS WEIGHTLOCATION

HARDROCK 3000 PSIC. GRADE BEAM 145 PCF

GENERAL NOTES

ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO SPECIFICATIONS,

PLANS AND ALL GOVERNING ORDINANCES.

ALL WORKS SHALL COMPLY WITH IBC 2018, VA H-18-8 SEISMIC DESIGN

REQUIREMENTS

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE

JOB PRIOR TO STARTING CONSTRUCTION AND THE CONTRACTING OFFICER,

ARCHITECT, OR ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY

DISCREPANCIES OR INCONSISTENCIES. DO NOT SCALE DIMENSIONS, WHERE NO

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