654-21-104 (Replace Roofing 1A and 12) FINAL Plans.pdf

PDF 8 MB Posted Nov 17, 2022

Attached to: Y1DA--VISN 21 MACC - 654-21-104 Reroof Bldgs 1A and 12
Solicitation number: 36C26122R0073
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 21

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File	Type	Posted
36C26122R0073 0001.pdf	PDF	Dec 16, 2022
S02 Attachment C_Contractor Certification RE Safety and EMR 654-21-104.docx	DOCX document	Nov 17, 2022
36C26122R0073 Reroof Building 1A and 12.pdf	PDF	Nov 17, 2022
S02 Attachment B_Price Breakdown 654-21-104.xlsx	XLSX spreadsheet	Nov 17, 2022
654-21-104 (Replace Roofing 1A and 12) FINAL Specs.pdf	PDF	Nov 17, 2022
S02 - RFI Form - 36C26122R0073 654-21-104.docx	DOCX document	Nov 17, 2022

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ELEVATOR

G O

V T

G O

V T

G O

V T

G O

V T

G O

V T

G O

V T

G O

V T

118.7023

0.0184

61.8518

STOP

W A L K

RAMP

R A M P

BUMPER

AREA OF WORK @

ROOF

BLDG 10 BLDG 6

BLDG 1

BLDG 12

CLINICAL

BUILDING

ENTRANCE

LOCUST STREET

PARKING LOT

BLDG 1A

MAIN ENTRANCE

TAYLOR

STREET

PARKING LOT

L O

C U

S T

T R

E E

R M

A N

V E

B U R N S S T R E E T

E A S T T A Y L O R S T R E E T

BLDG 10

BLDG 1D

BLDG 5

BLDG 4

TEMPORARY LAY DOWN AREA & PEDESTRIAN PROTECTION

TEMPORARY

LAY DOWN

AREA

TEMPORARY

LAY DOWN

AREA

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

1A & 12

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

GI-000

COVER SHEET

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

Not to Scale

Reference Site Plan

PROJECT

SITE

REMOVAL AND REPLACEMENT OF EXISTING ROOFING SYSTEMS FOR

BUILDING 1A AND BUILDING 12. REPLACEMENT OF EXISTING LIGHTNING

PROTECTION AFFECTED BY RE-ROOFING AND REPLACEMENT OF EXISTING

LIGHTNING PROTECTION SYSTEM AT ROOF PARAPETS w/ RECONNECTION

TO EXISTING MECHANICAL EQUIPMENT PROTECTIONS.

PROJECT DESCRIPTION

VICINITY MAP

DEDUCT ALTERNATES

1. PHASE 2

2. PHASE 3

PROJECT TEAM

FACILITY:

Department of Veterans Affairs VA Sierra Nevada Healthcare System Engineering Services 975 Kirman Avenue Reno, NV, 89502

Contact: Dan Davis P: 775.789.6671 E: Dan.Davis@va.gov

ARCHITECT

MA|Architects, Inc.

385 Van Ness Ave., Suite 110 Torrance, CA 90501

Contact: Steven A. McCaslin P: 424.302.5271 E: s.mccaslin@ma-architects.net

PROJECT DATA

PROJECT ADDRESS: 975 KIRMAN AVENUE

RENO, NV, 89502

BUIDING 1A

CONSTRUCTION TYPE: I (SPRINKLED)

STORIES: 3

BLDG. OCCUPANCY : BUSINESS

AREA OF WORK: APPROX 8,398 sf

BUIDING 12

CONSTRUCTION TYPE: I (SPRINKLED)

STORIES: 5

BLDG. OCCUPANCY : HEALTHCARE

AREA OF WORK: APPROX 28,759 SF

DEPARTMENT OF VETERANS AFFAIRS

VA Sierra Nevada Healthcare System

975 Kirman Avenue, Reno, NV, 89502

VA Project No. 654-21-104

REMOVE & REPLACE ROOFING AT BUILDINGS 1A & 12

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

10.08.2021 Final Construction Document

10/07/2021

APPLICABLE STANDARDS:

VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL) (http://www.cfm.va.gov/til/).

VA PG 18-10 Architectural Design Manual (Aug. 1, 2014)

VA PG 18-10 Electrical Design Manual (Dec. 1, 2019)

2018 International Building Code (IBC) (Only when specifically referenced in VA Design Documents, see notes below)

2018 NFPA 101 Life Safety Code

2019 NFPA 241 Standard for Safeguarding Construction, Alteration, and Demolition Operations

2018 NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900

2020 NFPA 780 Standards for Installation of Lighting Protection Systems

Occupational, Safety and Health Administration (OSHA) Standards

2019 VA Seismic Design Requirements, H-18-8

2017 National Electrical Code (NEC) (NFPA 70)

2018 International Plumbing Code (IPC)

2019 Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (ASME) A 17.1.

2017 ASME Boiler and Pressure Vessel Code

2019 National Roofing Contractors Associations (NRCA) Roofing Manual: Membrane Roof Systems

ASME Code for Pressure Piping

2015 Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13)

Building Code Requirements for Reinforced Concrete, American Concrete Institute and Commentary (ACI 318)

Manual of Steel Construction, Load and Resistance Factor Design Specifications for Structural Steel Buildings, American Institute of Steel Construction (AISC)

Energy policy Act of 2005 (EPAct)

DOE Interim Final Rule: Energy Conservation Standards for New Federal, Commercial and Multi-Family High- Rise Residential Buildings and New Low-Rise Residential Buildings, 10 CFR Parts 433, 434 and 435.

Federal Leadership in High Performance and Sustainable Buildings: Memorandum of Understanding (MOU)

Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management.

Executive Order 13514: Federal Leadership in Environmental, Energy, and Economic Performance (Oct. 5, 2009)

The Provisions for Construction and Safety Signs. Stated in the General Requirements Section 01 00 00 of the VA Master Construction Specification.

Ventilation for Acceptable Indoor Air Quality - ASHRAE Standard 62.1 - 2016.

Safety Standard for Refrigeration Systems - ASHRAE Standard 15 - 2016.

Energy Standard for Buildings Except Low Rise Residential Buildings - ASHRAE 90.1 - 2016

ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ACP

ACOUSTICAL CEILING PANEL

AREA DRAIN

ADDL ADDITIONAL

ADH

ADDITIONAL

ADHESIVE

ADJ

AFF

ADJACENT

AFG

ABOVE FINISH FLOOR

AFS

ABOVE FINISH GRADE

AGGR

ABOVE FINISH SLAB

ALUM

AGGREGATE

ALT

ALUMINUM

ANOD

ALTERNATE

APPROX

ANODIZED

ARCH

APPROXIMATE(LY)

ACS PNL ACCESS PANEL

ARCHITECT(URAL)

ASPH ASPHALT

AVG AVERAGE

BULLETIN BOARD

BD BOARD

BTWN

BLDG

BETWEEN

BUILDING

BOT

BENCHMARK

BOTTOM

BITUM BITUMINOUS

BOS BOTTOM OF STEEL

BRG BEARING

BSMT BASEMENT

CAB

CABINET

CB CATCH BASIN

CCT

CUBICLE CURTAIN TRACK

CORNER GUARD

CEM

CER

CEMENT, CEMENTITIOUS

CERAMIC

CCTV CLOSED CIRCUIT TELEVISION

CH BD CHALKBOARD

CI CAST IRON

CJ CONTROL JOINT

CLG

CLR

CMU

CNTR

COL

CONC

CONF

CONN

CONSTR

CONT

CONTR

CORR

CPT

CSK

CSP

CSWK

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COUNTER

COLUMN

CONCRETE

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CORRUGATED

CARPET

COUNTERSUNK

COMBINATION STANDPIPE

CASEWORK

CUBIC

COLD WATER

DEPTH

DBL DOUBLE

DBL ACT DOUBLE ACTING

DEG DEGREE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIM PT DIMENSION POINT

DISP DISPENSER

DIST DISTANCE

DN DOWN

DR DRAIN

DS DOWNSPOUT

DSP DRY STANDPIPE

DT DRAPERY TRACK

DWG DRAWING

DWGS DRAWINGS

(E)

EXISTING

EA EACH

EDR EQUIPMENT DRAWING

EG EDGE GUARD

EIFS EXTERIOR INSULATION FINISH SYSTEM

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPB ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EXC EXCAVATED

EXH EXHAUST

EXP EXPANSION

EXP JT EXPANSION JOINT

EXT EXTERIOR

FURN FURNITURE

FXTR FIXTURE

GAS

HIGH

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GLU LAM GLUE LAMINATED

GLZ GLAZING

GR GRADE OR GRADING

GVL GRAVEL

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

INSIDE DIAMETER

JAN

JANITOR

KILOGRAM

LENGTH, LONG

METERS

(N)

NEW

QUARRY TILE

RISER

S SOUTH

TREAD

WEST

XFMR

TRANSFORMER

YARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HPT HIGH POINT

HR HOUR

HVAC HEATING-VENTILATION-AIR CONDITIONING

IN INCH

INCAND INCANDESCENT

INCL INCLUDE, INCLUDING

INFO INFORMATION

INSUL INSULATION

INTR INTERIOR

INV INVERT

IVT INTRAVENOUS TRACK

JST JOIST

JT JOINT

KIT KITCHEN

KPL KICK PLATE

KS KNEE SPACE

LAB LABORATORY

LAM LAMINATE, LAMINATION

LAV LAVATORY

LB POUND

LED LIGHT EMITTING DIODE

LF LINEAR FOOT

LG LENGTH

LIN LINEAR

LL LEAD LINED

LPT LOW POINT

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVR LOUVER

HW HOT WATER

MACH MACHINE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MC MEDICINE CABINET

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MM MILLIMETERS

MO MASONRY OPENING

MOD MODULE, MODULAR

MTD MOUNTED

MTG MOUNTING

MVBL MOVABLE

MULL MULLION

NA NOT APPLICABLE

NAT NATURAL

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOICE REDUCTION COEFFICIENT

NTS NOT TO SCALE

NW NORTHWEST

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNEU PNEUMATIC

PNL PANEL

PNL BD PANEL BOARD

PNT PAINT

PORT PORTABLE

PP PUSH PLATE

PPM PARTS PER MILLION

PR PAIR

PRCST PRECAST

PREP PREPARATION

PREFAB PREFABRICATION

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTN PARTITION

PTS PNEUMATIC TUBE STATION

PVC POLYVINYL CHLORIDE

PVG PAVING

PVMT PAVEMENT

PWR POWER

QTR QUARTER

QTY QUANTITY

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

RD ROOF DRAIN

RECT RECTANGULAR

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCE (D) (ING) (MENT)

REQD REQUIRED

REQT REQUIREMENT

RESIL RESILIENT

RET RETURN

REV REVISION

RF RESILIENT FLOORING

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHWS ROUND HEAD WOOD SCREW

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RWL RAIN WATER LEADER

SAF

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SD STORM DRAIN

SE SOUTHEAST

SECT SECTION

SEG SEGMENT

SEP SEPARATION OR SEPARATE

SEP JT SEPARATION JOINT

SHT SHEET, SHEETING

SHWR SHOWER

SHV SHELVES, SHELVING

SIM SIMILAR

SK SINK

SMS SHEET METAL SCREW

SP SPACE, SPACED, SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS SANITARY SEWER

SSK SERVICE SINK

SST STAINLESS STEEL

ST STREET

STA STATION

STAG STAGGERED

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

STS SELF-TAPPING STEEL

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SVCE SERVICE

SW SOUTHWEST

SYMM SYMMETRICAL

SYST SYSTEM

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CONCRETE, TOP OF CURB

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

THERM THERMAL

THK THICK, THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF

TOR TOP OF RAILING

TOS TOP OF STEEL

TOT TOTAL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

UNDER COUNTER

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTABLE POWER SUPPLY

UTIL UTILITY

W/ WITH

W/O WITHOUT

WC WATER CLOSET OR WALL COVERING

WD WOOD

WDW WINDOW

WGL WIRE GLASS

WCHR WHEELCHAIR

WM WIRE MESH

WO WHERE OCCURS

WPT WORKING POINT

WR WATER RESISTANT

WSCT WAINSCOT

WSP WET STANDPIPE

WT WEIGHT

WTHPRF WEATHERPROOF

WTRPRF WATERPROOF

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

CCR CARD CONTROL READER

BUR BUILT UP ROOFING SYSTEM

CT CERAMIC TILE

F/F FACE TO FACE

FA FIRE ALARM

FAS FIRE ALARM STATION

FB FLAT BAR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

FF FINISH FACE

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHWS FLAT HEAD WOOD SCREW

FHY FIRE HYDRANT

FLAM FLAMMABLE

FLASH FLASHING

FLEX FLEXIBLE

FLUOR FLUORESCENT

FO FACE OF

FSB FOLDING SHOWER BENCH

FSTNR FASTENER

FT FOOT, FEET

ON CENTER

PA PUBLIC ADDRESS

OA OVERALL

OD OUTSIDE DIAMETER

OFCI

OFOI

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OVHD OVERHEAD

OZ OUNCE

PART PARTIAL

PBD PARTICLEBOARD

PBX

PCF POUNDS PER CUBIC FOOT

PCI POUNDS PER CUBIC INCH

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PI POINT OF INTERSECTION

PL PLATE

PLAM PLASTIC LAMINIATE

PRIVATE TELEPHONE EXCHANGE

OWNER FURNISHED-CONTRACTOR INSTALLED

OWNER FURNISHED-OWNER INSTALLED

VAC

VACUUM

VB VALVE BOX

VCT VINYL COMPOSITION TYLE

VERT VERTICAL

VEST VESTIBULE

VIT VITREOUS

VP VENT PIPE

VOL VOLUME

VWC VINYL WALL COVERING

ABBREVIATIONS SYMBOLS

ANGLE

@ AT

C CENTER LINEL

Ø DIAMETER

= EQUAL

> GREATER THAN

< LESS THAN

± PLUS OR MINUS (TOLERANCE)

# POUND(S)

' FOOT OR FEET

" INCH OR INCHES

FOF FACE OF FINISH

OH OPPOSITE HAND

HSS HOLLOW STRUCTURAL STEEL

SA SUPPLY AIR

SYMBOLS LEGENDS

SHEET

NORTH IDENTIFIER

ELEVATION

IDENTIFIER

KEY NOTE TAG

GRID LINES

CALL-OUT

IDENTIFIER

PHOTOGRAPH LOCATIONS

(DEMOLITION SHEETS)

+? CEILING TAG

WALL TYPE TAG

Sheet #

Ref # On Sheet

WINDOW TAG#

REFER TO PARTITION DETAIL FOR LEGEND AND

FURTHER INFORMATION.

#X#

PARTITION TYPE

STUD WIDTH

FIRE RATING

SHEET

GENERAL NOTES:

1. THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS LISTED BY

THE "INDEX OF DRAWINGS".

2. FOR GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS APPLICABLE ONLY TO THE

DRAWINGS OF ONE DISCIPLINE, REFER TO THE DRAWINGS OF THAT DISCIPLINE - SEE

"INDEX OF DRAWINGS".

3. APPLICABLE PORTIONS OF THE CODES, REGULATIONS, AND STANDARDS LISTED HERE ARE

INCORPORATED BY REFERENCE INTO THE REQUIREMENTS OF THIS CONTRACT AND

ESTABLISH MINIMUM REQUIREMENTS WITH WHICH THE WORK MUST COMPLY.

THIS PROJECT AND ALL PARTS OF THE WORK ASSOCIATED WITH THE PROJECT -

INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC - SHALL COMPLY WITH ALL

APPLICABLE GOVERNING RULES, CODES, REGULATIONS, ORDINANCES, AND LAWS OF ALL

FEDERAL, STATE, DISTRICT, TERRITORIAL, AND LOCAL GOVERNMENT AUTHORITIES HAVING

JURISDICTION OVER THE DESIGN, CONSTRUCTION, AND OCCUPANCY OF THE PROJECT,

WHETHER LISTED BY THE CONTRACT DOCUMENTS OR NOT. NO PART OF THE CONTRACT

DOCUMENTS SHALL BE CONSTRUED TO REQUIRE OR PERMIT WORK CONTRARY TO AN

APPLICABLE GOVERNING RULE, CODE, REGULATION, ORDINANCE, OR LAW.

NO PART OF THE CONTRACT DOCUMENTS SHALL BE CONSTRUED TO REQUIRE OR PERMIT

WORK CONTRARY TO AN APPLICABLE GOVERNING RULE, CODE, REGULATION, ORDINANCE,

OR LAW.

4. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT

ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

5. SCHEDULE CONSTRUCTION WORK HOURS TO ACCOMMODATE THE OPERATION OF THE

HOSPITAL / CLINIC / FACILITY. (COORDINATE WITH COR).

6. THE ARCHITECTURAL DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS WHICH,

WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE INDEX OF DRAWINGS. THE

SET OF DRAWINGS, WHEN COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE "INDEX

OF DRAWINGS". PARTIAL SETS OF DRAWINGS ARE INCOMPLETE.

THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY

THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE OR MANUFACTURE

INSTALLATION REQUIREMENTS. SHOULD THEY DISAGREE IN THEMSELVES, OR WITH EACH

OTHER, BIDS SHALL BE BASED ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND

QUANTITY OF WORK INDICATED. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL

BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.

7. THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, AND

ELEVATIONS ILLUSTRATE THE DESIGN INTENT. THE ARCHITECTURAL DRAWINGS

ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND LOCATION OF MANY, BUT

NOT ALL, EXPOSED ELEMENTS OF THE WORK. THE STRUCTURAL, MECHANICAL,

ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND JOB SPECIFICATIONS ARE

SUPPLEMENTARY TO ARCHITECTURAL WORKING DRAWINGS. THE WORK DESCRIBED BY

THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK DESCRIBED ON

DRAWINGS OF ANOTHER DISCIPLINE OR MANUFACTURER INSTALLATION REQUIREMENTS.

SHOULD THEY DISAGREE IN THEMSELVES, OR WITH EACH OTHER, BIDS SHALL BE BASED

ON THE MOST EXPENSIVE COMBINATION OF QUALITY AND QUANTITY OF WORK INDICATED.

ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.

8. THE DRAWINGS ARE INTENDED TO GRAPHICALLY ILLUSTRATE THE OVERALL NATURE OF

THE WORK; THE CONFIGURATION, ARRANGEMENT, AND LOCATION OF THE WORK AND ITS

PARTS; AND THE PHYSICAL DIMENSIONS OF THE WORK - THE DRAWINGS TAKE

PRECEDENCE OVER THE SPECIFICATIONS WITH RESPECT TO INFORMATION OF THIS

NATURE.

9. THE SPECIFICATIONS ARE INTENDED TO COMMUNICATE THE DETAILED PROPERTIES AND

QUALITY OF THE INDIVIDUAL MATERIALS, ASSEMBLIES, AND SYSTEMS THAT COMPRISE THE

WORK; THE FUNCTIONAL AND PERFORMANCE REQUIREMENTS FOR THE INDIVIDUAL PARTS

OF THE WORK; AND THE FABRICATION AND INSTALLATION REQUIREMENTS FOR INDIVIDUAL

PARTS OF THE WORK - THE SPECIFICATIONS TAKE PRECEDENCE OVER THE DRAWINGS

WITH RESPECT TO INFORMATION OF THIS NATURE.

10. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":

• ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY PRODUCT

OR ASSEMBLY WHILE THE SPECIFICATIONS LIST TWO OR MORE ACCEPTABLE

MANUFACTURES AND/OR PRODUCTS, WHEN THIS OCCURS, THE PRODUCT OR

ASSEMBLY ILLUSTRATED BY THE DRAWINGS IS THE "BASIS OF DESIGN" PRODUCT OR

ASSEMBLY.

• THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS

OF SPECIFIED PRODUCTS AND ASSEMBLIES OTHER THAN THE "BASIS OF DESIGN"

MAY VARY FROM THAT SHOWN BY THE DRAWINGS.

• THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN

LIEU OF THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY, AS APPROVED BY

GOVERNMENT’S REPRESENTATIVE. HOWEVER, THE CONTRACTOR IS RESPONSIBLE

(AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT) FOR ALL COORDINATION AND

REVISIONS TO DIMENSIONS AND/OR DETAILS NECESSARY TO ACHIEVE THE SAME

FUNCTIONAL AND AESTHETIC DESIGN INTENT AS ILLUSTRATED BY THE "BASIS OF

DESIGN" SHOWN BY THE CONTRACT DOCUMENTS.

11. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR

EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS

BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IT IS NOT INTENDED

THAT THE CONTRACT DOCUMENTS INCLUDE EACH & EVERY SUB-SYSTEM AND/OR SUB-

COMPONENT NECESSARY TO FULLY AND PROPERLY COMPLETE THE WORK. SUB-SYSTEMS,

SUB-COMPONENTS OR DETAILS REQUIRED OR NORMALLY INCLUDED AS TRADE PRACTICE

MAY NOT BE SPECIFICALLY MENTIONED NOR SHOWN.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE

ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF

ALL SUBCONTRACTORS, TRADES, AND SUPPLIERS WITH ALL REQUIREMENTS OF THE

CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT

ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE

REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK

OF THAT PARTY.

CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND SERVICES

NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN,

DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED

IN THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING OR PATCHING THAT

MAY BE REQUIRED TO COMPLETE WORK OR TO MAKE ITS SEVERAL PARTS FIT TOGETHER.

13. THE ARCHITECT / ENGINEERS SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT

BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON

PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE

WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL

CONTRACTOR.

14. CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT, TOOLS AND SERVICES

NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN,

DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED

IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CUTTING, FITTING OR PATCHING THAT MAY BE REQUIRED TO COMPLETE WORK OR TO

MAKE ITS SEVERAL PARTS FIT TOGETHER. THE GENERAL CONTRACTOR IS RESPONSIBLE

TO REVIEW AND COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES, AND

SUPPLIERS WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS.

15. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A

CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE

CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO

COORDINATE WITH ALL "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY

OWNER, TENANT, OR BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER,

TENANT OR BOTH.

16. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DRAWINGS, CODE

REQUIREMENTS OR MANUFACTURER REQUIREMENTS WITHOUT THE PRIOR APPROVAL OF

THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S

EXPENSE. THE CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK REJECTED BY THE

ARCHITECT AS DEFECTIVE OR AS FAILING TO CONFORM TO THE CONTRACT DOCUMENTS

WHETHER OBSERVED BEFORE OR AFTER SUBSTANTIAL COMPLETION AND WHETHER OR

NOT FABRICATED, INSTALLED OR COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS

OF CORRECTING SUCH REJECTED WORK, NOT TO BE REIMBURSED, INCLUDING

COMPENSATION FOR THE ARCHITECT'S ADDITIONAL SERVICES MADE NECESSARY

THEREBY.

17. FINAL COMPLETION CONSTRUCTION PHOTOS: THE CONTRACTOR WILL ENGAGE A

PROFESSIONAL PHOTOGRAPHER TO DOCUMENT THE COMPLETED WORK AFTER INITIAL

PUNCH WALK BY THE ARCHITECT. SUBMIT DIGITAL FILES TO ARCHITECT AS PART OF THE

PROJECT RECORD DOCUMENTS WITH LICENSE FOR USE OF IMAGES BY TEAM ASSOCIATED

WITH THE PROJECT.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

1A & 12

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

GI-001

GENERAL NOTES, APPLICABLE

STANDARDS & SHEET INDEX

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

ARCHITECTURAL

AD-200 BUILDING 1A DEMOLITION PLAN

AD-201 BUILDING 12 LOWER ROOF DEMOLITION PLAN

AD-202 BUILDING 12 MIDDLE ROOF DEMOLITION PLAN

AD-203 BUILDING 12 UPPER ROOF DEMOLITION PLAN

AE-200 BUILDING 1A RENOVATION PLAN

AE-201 BUILDING 12 LOWER ROOF RENOVATION PLAN

AE-202 BUILDING 12 MIDDLE ROOF RENOVATION PLAN

AE-203 BUILDING 12 UPPER ROOF RENOVATION PLAN

AE-900 ROOF DETAILS BLDG 1A

AE-901 ROOF DETAILS BLDG 12

GENERAL

GI-000 COVER SHEET

GI-001 GENERAL NOTES, APPLICABLE STANDARDS & SHEET INDEX

GI-002 PROJECT PHASING

GI-003 REFERENCE FLOOR PLAN (6th FLOOR)

GI-100 EXISTING ROOF PLAN REFERENCE (BUILDING 1A)

GI-100A EXISTING PHOTOS (BUILDING 1A)

GI-101 EXISTING ROOF PLAN REFERENCE (BUILDING 12 LOWER ROOF)

GI-101A EXISTING PHOTOS (BUILDING 12 LOWER ROOF)

GI-102 EXISTING ROOF PLAN REFERENCE (BUILDING 12 UPPER ROOF)

GI-102A EXISTING PHOTOS (BUILDING 12 UPPER ROOF)

SHEET INDEXABBREVIATIONS

APPLICABLE STANDARDS

PROJECT GENERAL NOTES CONT. PROJECT GENERAL NOTES

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

118.7023

0.0184

61.8518

STOP

RAMP

R A M P

BUMPER

PHASING LEGEND:

TEMPORARY CONSTRUCTION FENCE, GATE(S),

LOCKS BY CONTRACTOR.

BLDG 1

BLDG 12

BLDG 1A

BLDG 10

BLDG 1D

BLDG 5

BLDG 4

TEMPORARY LAY DOWN AREA AND PEDESTRIAN PROTECTION

(TO BE COORDINATED w/ LOCAL MUNICIPALITY)

CONTRACTOR TO SUBMIT PERMIT APPLICATION AND ATSSA CERTIFIED TRAFFIC CONTROL PLAN TO CITY OF

RENO PUBLIC WORKS PRIOR TO STARTING WORK (REFER TO SPEC SECTION 01 00 00).

PHASE 1

TEMPORARY

LAY DOWN

AREA AND

PEDESTRIAN

PROTECTION

TEMPORARY

LAY DOWN

AREA

AD-200

AD-203

SEQUENCE LEGEND:

Phase 1

Phase 2 (DEDUCT ALTERNATE #1)

Phase 4

Phase 3 (DEDUCT ALTERNATE #2)

PHASE 3

PHASE 2

PHASE 4

AREA: 3,470 SF

PERIMETER: 804 LF

AREA: 3,440 SF

PERIMETER: 723 LF

GENERAL PHASING PLAN NOTES:

PHASING PLANS ARE CONCEPTUAL IN NATURE AND DO NOT RELIEVE THE

CONTRACTOR OF PREPARING SITE SPECIFIC PHASING PLANS FOR

IMPLEMENTATION OF THE FULL SCOPE OF WORK DEFINED BY THE

CONTRACT DOCUMENTS. (REFER TO SPECIFICATION SECTION 01 00 0,

GENERAL REQUIREMENTS FOR CONTRACTOR PHASING RESPONSIBILITY)

CONTRACTOR TO SUBMIT FULLY DEVELOPED PHASING PLANS SHOWING

FULL SEQUENCE OF CONSTRUCTION.

A. CONTRACTOR SHALL TAKE WHATEVER STEPS ARE NECESSARY TO

PREVENT THE INTERRUPTION OF THE VAMC’S DELIVERY OF CARE TO

PATIENTS AT THE FACILITY AT ANY TIME.

B. REFER TO THE FOLLOWING SPECIFICATIONS FOR REQUIREMENTS

RELATED TO PHASING

1. SECTION 01 00 00 GENERAL CONDITIONS – PHASING

REQUIREMENTS

2. SECTION 01 35 26 SAFETY REQUIREMENTS – INFECTION

CONTROL REQUIREMENTS

C. WEEKENDS AND HOLIDAYS MAY BE AVAILABLE FOR CONTRACT

WORK OF PHASES SHOWN IF PERMITTED BY AND COORDINATED

WITH THE VAMC CONTRACTING OFFICER REPRESENTATIVE (COR).

D. ISOLATE EACH PHASE AS SHOWN WITH DUST PARTITION AND THE

PROVISION OF NEGATIVE AIR PRESSURIZATION. FOLLOW INFECTION

CONTROL PROVISIONS PER INFECTION AND DUST CONTROL PLANS,

NOTES AND REFERENCED SPECIFICATION.

E. CONTRACTOR SHALL ASSUME THE CONTINUED VAMC OCCUPANCY –

DURING NORMAL WORK HOURS – OF AREAS.

F. CONTRACTOR SHALL FULLY COMPLETE THE WORK INDICATED AND

REFERENCED FOR EACH PHASE OF CONSTRUCTION SHOWN.

G. CONTRACTOR SHALL PROVIDE FOR THE INCREMENTAL OCCUPANCY

OF EACH COMPLETED PHASE BY VAMC STAFF PRIOR TO BEGINNING

ON-SITE WORK IN THE NEXT CONSECUTIVE PHASE, UNLESS NOTED

OTHERWISE.

1. ONCE A PHASE OF WORK HAS BEEN COMPLETED AND

OCCUPIED BY VAMC, THE NEXT PHASE OF WORK MAY BEGIN

IN EARNEST.

H. CONTRACTOR SHALL COORDINATE MECHANICAL, ELECTRICAL, AND

PLUMBING (MEP) WORK INDICATED BY CONSTRUCTION DOCUMENTS

TO PROVIDE THE FULL EXTENT OF INFRASTRUCTURE

IMPROVEMENTS, MATERIAL ASSEMBLIES, SYSTEMS AND FINISHES

REQUIRED INDICATED OR REFERENCED TO PERMIT THE FULL AND

LEGAL OCCUPANCY OF EACH COMPLETED PHASE OF WORK.

I. CERTAIN INFRASTRUCTURAL IMPROVEMENTS REQUIRED FOR THE

PROJECT MUST OCCUR OUTSIDE OF THE DEPARTMENT LOCATION.

SUCH WORK MAY OCCUR DURING NORMAL VAMC WORK HOURS IF

THE FOLLOWING CONDITIONS ARE MET:

1. WORK DOES NOT OCCUR IN CORRIDORS USED BY PATIENTS

OR VISITORS

2. WORK DOES NOT INTERFERE WITH NORMAL VAMC

OPERATIONS

3. WORK IS COORDINATED WITH THE PROJECT COR.

J. ALL WORK PERFORMED WITHIN EXISTING CORRIDORS

THROUGHOUT THE FACILITY MUST BE PERFORMED OUTSIDE OF

NORMAL VAMC WORKING HOURS.

K. CONTRACTOR IS RESPONSIBLE FOR THE TIMELY COMPLETION OF

EACH PHASE OF CONSTRUCTION IN A COMPLETE AND

PROFESSIONAL MANNER.

L. REFER TO DEMOLITION AND NEW PLANS FOR ARCHITECTURAL,

MECHANICAL, PLUMBING AND ELECTRICAL WORK INVOLVED WITH

EACH PHASE OF THE PROJECT.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

1A & 12

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

GI-002

PROJECT PHASING

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

1" = 20'-0"

Phasing Plan

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

BS2D8

B6CD05

B6CD04

B6CD03

B6CD02

B6CD01

BS1D8

BS1D7

B6CD06

CS7D2

B6C10

B6259

B6139

B6193

B6134

B6193B

B6134B

B6138

B6203

B6125

B6257B6261A

B6263B

B6263A

B6184A

B6C03

B6C02

B6ESV

CS7

B6260

B6EGD

P12S9

P11S8

B6258

B61845C133C

B6C08

B6C09

B6184B

B6241B6242

B6124

B6261

B6256

B6255

B6247B6249

B6263

B6263CB6263D

B6251

B6253

B6244B6246B6248B6250B6252B6254

B6128

B6134A

B6128A

B6193A

B6195

B6136

B6197

B6199

B6140

B6201

B6142

B6146

B6205

B6104

B6127

B6127A

B6131A

B6131

B6135

B6133

B6135A

B6137A B6137

B6143

B6147A

B6147

B6184C

B6192 B6192A

B6194A

B6194

B6200

B6200A

B6204A

B6204

B6149

B6149A

B6150

B6150A

B6208B6208A

B6206A

B6206

BS2

B6184D

B6188

BS1

5CC12

B6404

B6C05

B6C06

B6C01

B6C07

B6260A

B6C10

B6259

B6139

B6193

B6134

B6193B

B6134B

B6138

B6203

B6125

B6257B6261A

B6263B

B6263A

B6184A

B6C03

B6C02

B6ESV

CS7

B6260

B6EGD

P12S9

P11S8

B6258

B61845C133C

B6C08

B6C09

B6184B

B6241B6242

B6124

B6261

B6256

B6255

B6247B6249

B6263

B6263CB6263D

B6251

B6253

B6244B6246B6248B6250B6252B6254

B6128

B6134A

B6128A

B6193A

B6195

B6136

B6197

B6199

B6140

B6201

B6142

B6146

B6205

B6104

B6127

B6127A

B6131A

B6131

B6135

B6133

B6135A

B6137A B6137

B6143

B6147A

B6147

B6184C

B6192 B6192A

B6194A

B6194

B6200

B6200A

B6204A

B6204

B6149

B6149A

B6150

B6150A

B6208B6208A

B6206A

B6206

BS2

B6184D

B6188

BS1

5CC12

B6404

B6C05

B6C06

B6C01

B6C07

B6260A

D N

U P

D N

U P

CORRIDOR

ELECTRICAL EQUIP

ANTE RM

TOILET

RED BAG

STORAGE

NOURISHMENT KITCHEN

STAFF

TOILET

STORAGESTORAGE

FEMALE

LOCKER

MALE

LOCKER

HAC

CORRIDOR

ELEVATOR

LOBBY

STAIR4

LINEN

CHUTE

ELEVATOR

LOBBY

GOLD

ELEVATOR

SILVER

ELEVATOR

GOLD

ELEVATOR

SILVER

ELEVATOR

STORAGE

FMS

DINING

TRAY CART

STORAGE

DAY RM

RECREATIONADL KITCHEN

CORRIDOR

NONFOOD

STORAGE

BATHBATH

COPY

CONFERENCE RM

NURSE

REPORT

NURSE

CLINICIAN

PHYS ASST

OFFICE

PSYCHOLOGIST

OFFICE

SOCIAL WORK

OFFICE

STAFF

LOUNGE

BATHBATH

MULTI

PURPOSE

OFFICE

ACTIVITIES

STAFF

STORAGE

PSYCHIATRIST

OFFICE

PSYCHIATRIST

OFFICE

PSYCHOLOGY

OFFICE

SOCIAL

WORKER

NURSING

SUPER

OFFICE

NURSE

STATION

SECLUSION

MEDICATION

SECLUSION

OFFICE

SOILED

UTILITY

TELE

EQUIP

CLEAN

LINEN

QUIET

CLEAN

UTILITY

TELE

QUIET

WASHER

DRYER

WORK RM HOUSE

STAFF

ONE BED

BATH

TWO BED

ONE BED

HAC

BATH

BATH ONE BED

GROUP

THERAPY

BATH

ONE BED

TELE

SUN DECK

TWO BED

BATH

TWO BED

BATH

TWO BED

ONE BED

BATH

ONE BED

BATH

TWO BEDBATH

BATH

TWO BED

STAIR2

STAIR

CLOSET

CORRIDOR

GENERAL STORAGE

CORRIDOR

ELECTRICAL EQUIP

ANTE RM

TOILET

RED BAG

STORAGE

NOURISHMENT KITCHEN

STAFF

TOILET

STORAGESTORAGE

FEMALE

LOCKER

MALE

LOCKER

HAC

CORRIDOR

ELEVATOR

LOBBY

STAIR4

LINEN

CHUTE

ELEVATOR

LOBBY

GOLD

ELEVATOR

SILVER

ELEVATOR

GOLD

ELEVATOR

SILVER

ELEVATOR

STORAGE

FMS

DINING

TRAY CART

STORAGE

DAY RM

RECREATIONADL KITCHEN

CORRIDOR

NONFOOD

STORAGE

BATHBATH

COPY

CONFERENCE RM

NURSE

REPORT

NURSE

CLINICIAN

PHYS ASST

OFFICE

PSYCHOLOGIST

OFFICE

SOCIAL WORK

OFFICE

STAFF

LOUNGE

BATHBATH

MULTI

PURPOSE

OFFICE

ACTIVITIES

STAFF

STORAGE

PSYCHIATRIST

OFFICE

PSYCHIATRIST

OFFICE

PSYCHOLOGY

OFFICE

SOCIAL

WORKER

NURSING

SUPER

OFFICE

NURSE

STATION

SECLUSION

MEDICATION

SECLUSION

OFFICE

SOILED

UTILITY

TELE

EQUIP

CLEAN

LINEN

QUIET

CLEAN

UTILITY

TELE

QUIET

WASHER

DRYER

WORK RM HOUSE

STAFF

ONE BED

BATH

TWO BED

ONE BED

HAC

BATH

BATH ONE BED

GROUP

THERAPY

BATH

ONE BED

TELE

SUN DECK

TWO BED

BATH

TWO BED

BATH

TWO BED

ONE BED

BATH

ONE BED

BATH

TWO BEDBATH

BATH

TWO BED

STAIR2

STAIR

CLOSET

CORRIDOR

GENERAL STORAGE

PHASING NOTES

PATIENT RELOCATION PHASING DURING CONSTRUCTION TO BE

DETERMINED BY VA STAFF. CONTRACTOR TO COORDINATE WITH

VA COR PRIOR TO STARTING WORK.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

Author

GI-003

REFERENCE FLOOR PLAN (6th FLOOR) 654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

1A & 12

Final Construction Document

N/A

1/8" = 1'-0"

6th Floor Reference Floor Plan

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

NORTH EXP.

ROOF

SOUTH EXP.

ROOF

MAIN ROOF

LOWER ROOF

STAIR TOWER

ROOF

GI-100A

GI-100A 3

GI-100A

GI-100A8

GI-100A 9

GI-100A

DUCT

DOG

HOUSE

N.I.C.

LOWER CANOPY

N.I.C.

TYP.

D-EF1

AHU

#35AHU

#23

D-HV27

D-HV26

D-EF2

GI-100A

ROOF LEGEND:

LIGHTNING ROD

ROOF DRAIN

WATER FLOW DIRECTION

OUTLET DUPLEX

OUTLET FLOOR SINGLE

DISCONNECT SWITCH

VENT

LIGHT SWITCH

? PHOTOGRAPH LOCATIONS

WALKWAY PADS

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

GI-100

EXISTING ROOF PLAN REFERENCE

(BUILDING 1A)

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

KEY PLAN

1/8" = 1'-0"

Building 1A Roof (Existing)

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

EXISTING EXHAUST FAN &

ASSOCIATED CURB TO REMAIN

(PROTECT IN PLACE).

REMOVE & DISPOSE OF EXISTING

CMU BLOCKS.

EXISTING MECHANICAL UNIT

& CURB TO REMAIN

(PROTECT IN PLACE)

EXISTING LIGHTNING PROTECTION, TYP.

EXISTING AIR HANDLING UNIT

TO REMAIN (PROTECT IN PLACE)

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

GI-100A

EXISTING PHOTOS (BUILDING 1A)

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

Lightning Rods

Expansion Joint

Roof Drain and Over Flow

Stairs Tower

Center of Roof Looking South

Center of Roof Looking North

Electrical Outlet

Steel Frame

Lower Roof

Lower Roof Parapet

EXPANSION JOINT

LIGHTNING PROTECTION

STEEL SUPPORT FOR

MECHANICAL EQUIPMENT

OUTLET

ROOFING FINISH ON PARAPET

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

10.08.2021 Final Construction Document

1" = 80'-0"

Ladder at Lower Roof 1" = 80'-0"

North Exp. Roof

U N

BUILDING

INTERIOR

R O O F

LE R

O O F

N.I.C

GI-101A

ROOF LEGEND:

LIGHTNING ROD

ROOF DRAIN

WATER FLOW DIRECTION

OUTLET DUPLEX

OUTLET FLOOR SINGLE

DISCONNECT SWITCH

VENT

LIGHT SWITCH

? PHOTOGRAPH LOCATIONS

WALKWAY PADS

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

GI-101

EXISTING ROOF PLAN REFERENCE

(BUILDING 12 LOWER ROOF)

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

1/8" = 1'-0"

Building 12 Lower Roof (Existing)

KEY PLAN

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

EXISTING WALKWAY PADS

EXISTING ROOF DRAIN

HIGH PARAPET WITH

TERMINATION BAR

MECHANICAL DUCTS EXISTING MECHANICAL UNIT

EXISTING METAL STAIRWAY

MECHANICAL UNITS

MECHANICAL DUCTS

MECHANICAL UNITS

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

1A121A & 12

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

Author

GI-101A

EXISTING PHOTOS (BUILDING 12

LOWER ROOF)

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

High Parapet

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

10.08.2021 Final Construction Document

Mechanical Unit

Exhaust Fan

Mech. Unit Ducts to Building

Building 12 Lower Roof

MECHANICAL UNIT MECHANICAL UNIT

LOWER ROOF

BELOW

LOWER ROOF

BELOW

TRANSLUCENT

SKYLIGHT

EXISTING SINGLE PLY

MEMBRANE ROOFING

TYPICAL

MIDDLE ROOF

BELOW

MIDDLE ROOF

BELOW

LIGHTNING

ROD (TYPICAL)

GI-102A

GI-102A 3

GI-102A

B-HV1 B-HV2

AHU #4

AHU #3

AHU #5

B-HV5

B -H

B-HV4

B-HV3

B-EF6

B-EF5

B-EF8

B-EF7

B-EF2 B-EF3 B-EF4

ROOF LEGEND:

LIGHTNING ROD

ROOF DRAIN

WATER FLOW DIRECTION

OUTLET DUPLEX

OUTLET FLOOR SINGLE

DISCONNECT SWITCH

VENT

LIGHT SWITCH

? PHOTOGRAPH LOCATIONS

WALKWAY PADS

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

GI-102

EXISTING ROOF PLAN REFERENCE

(BUILDING 12 UPPER ROOF)

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

1/8" = 1'-0"

Building 12 Upper Roof (Existing)

KEY PLAN

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

(E) WALKWAY PADS

EXISTING METAL STAIRWAY

TO REMAIN (PROTECT IN PLACE)

EXISTING PRECAST CONCRETE

PARAPET TO REMAIN

(PROTECT IN PLACE).

EXISTING MECHANICAL

UNIT & CURB TO REMAIN

(PROTECT IN PLACE).

EXISTING ROOF DRAIN &

OVERFLOW DRAIN

ASSEMBLY TO REMAIN

(PROTECT IN PLACE)

LIGHTNING PROTECTION

SYSTEM AT PARAPET.

ROOFING FINISH AT CURB.

EXISTING MECHANICAL

UNIT & CURB TO REMAIN

(PROTECT IN PLACE).

LIGHTNING PROTECTION

SYSTEM AT PARAPET.

ROOFING FINISH AT CURB.

EXISTING SKYLIGHTS &

CURB TO REMAIN

(PROTECT IN PLACE).

ROOFING FINISH AT CURB.

EXISTING ROOF DRAIN &

OVERFLOW DRAIN

ASSEMBLY TO REMAIN

(PROTECT IN PLACE)

REMOVE EXISTING SHEET

METAL PARAPET COPING.

EXISTING SKYLIGHTS &

CURB TO REMAIN

(PROTECT IN

PLACE).

EXISTING ROOF DRAIN &

OVERFLOW DRAIN

ASSEMBLY TO REMAIN

(PROTECT IN PLACE)

EXISTING MECHANICAL

UNIT & CURB TO REMAIN

(PROTECT IN PLACE).

EXISTING SKYLIGHTS &

CURB TO REMAIN

(PROTECT IN PLACE).

REMOVE EXISTING SHEET

METAL PARAPET COPING.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

GI-102A

EXISTING PHOTOS (BUILDING 12

UPPER ROOF)

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

Upper Roof Access Door

Upper Roof Looking North

Upper Roof Mechanical Equipment Curb

Upper Roof Condenser Units

Upper Roof Anchored Units

Upper Roof Condenser and Lightning Rod

Upper Roof Lightning Rods

Upper Roof Skylight

Upper Roof Looking Down and Northeast

Upper Roof Looking Down and North

ROOFING FINISH ON PARAPET

Upper Roof Curb Condition

ROOF FINISH AT CURB

EXISTING MECHANICAL

UNIT & CURB TO REMAIN

(PROTECT IN PLACE).

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

AD-200

ROOF AREA:

APPROX. 3,608 SF

ROOF AREA:

APPROX. 865 SF

ROOF AREA:

APPROX. 159 SF

DUCT

DOG

HOUSE

N.I.C.

LOWER CANOPY

N.I.C.

111111

TYP.

ROOF AREA:

APPROX. 1,598 SF

ROOF AREA:

APPROX. 1,598 SF

103123

TYP.

ROOF AREA:

APPROX. 148 SF

D-EF1

AHU

#35

AHU

#23

D-HV27

D-HV26

D-EF2

137 138

TYPICAL

TYP.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

AD-200

BUILDING 1A DEMOLITION PLAN

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

1/8" = 1'-0"

Building 1A Roof (Demolition)

KEY PLAN

1/4" = 1'-0"

Building 1A Roof Penthouse (Demolition)

Key Notes

101 REMOVE (E) SPRAYED APPLIED POLYURETHANE FOAM

ROOFING SYSTEM & ASSOCIATED FLASHINGS; PREP

CONCRETE ROOF SLAB FOR INSTALLATION OF NEW

ROOFING SYSTEM; SEAL ALL PENETRATIONS. PROTECT

EXISTING UTILITIES IN PLACE. (REFER TO SPEC SECTION 02

41 00).

103 GENERAL NOTE: EXISTING SHEET METAL COPING w/

EXISTING LIGHTNING PROTECTION SYSTEM @ PARAPET TO

BE REMOVED.

104 EXISTING 2" SEISMIC EXPANSION JOINT. REMOVE EXISTING

EXPANSION JOINT COVER SYSTEM & PREP FOR

INSTALLATION OF NEW ROOF EXPANSION JOINT COVER

ASSEMBLY.

105 EXISTING ROOF DRAIN ASSEMBLY TO REMAIN (PROTECT IN

PLACE). CLEAN FREE OF DEBRIS AS NECESSARY. CHECK

ALL DRAIN TRANSITIONS FOR ALL ROOFS FOR ANY SIGNS OF

LEAKS. REPAIR AS NECESSARY. APPROX. 10 LOCATIONS IN

THE PROJECT, VERIFY IN FIELD.

106 EXISTING EXHAUST FAN & ASSOCIATED CURB TO REMAIN

(PROTECT IN PLACE). REMOVE EXISTING UNISTRUT

ASSEMBLY FROM CURB SUPPORTING DISCONECT SWITCH &

RELOCATE DISCONNECT SWITCH PER RENOVATION PLANS.

107 REMOVE (E) WALKWAY PADS.

109 REMOVE & DISPOSE OF EXISTING CMU BLOCKS.

110 EXISTING SIDE WALL OVERFLOW DRAIN & DOWNSPOUT TO

REMAIN (PROTECT IN PLACE). CLEAN FREE OF DEBRIS AS

NECESSARY. CHECK ALL DRAIN TRANSITIONS FOR ALL

ROOFS FOR ANY SIGNS OF LEAKS. REPAIR AS NECESSARY.

APPROX. 6 LOCATIONS IN THE PROJECT, VERIFY IN FIELD.

111 REMOVE SPRAYED APPLIED POLYURETHANE FOAM FROM

EXISTING ELECTRICAL OUTLETS; CLEAN AS NECESSARY.

112 NOT USED. 100

113 EXISTING DISCONNECT SWITCH ON UNISTRUT ASSEMBLY TO

BE RELOCATED.

114 EXISTING AIR HANDLING UNIT TO REMAIN (PROTECT IN

PLACE); PROVIDE FILTER COVERS @ INTAKES DURING

DEMOLITION OF ROOF SYSTEM TO PREVENT COLLECTION OF

DEBRIS. REMOVE ANY FILTERS PROVIDED AT THE

COMPLETION OF PROJECT.

116 GENERAL NOTE: EXISTING LIGHTNING PROTECTION DEVICES

AT MECHANICAL UNITS TO REMAIN (PROTECT IN PLACE).

DISCONNECT FROM MAIN LINES.

117 EXISTING LIGHTNING PROTECTION DOWN CONDUCTOR TO

REMAIN (PROTECT IN PLACE).

118 EXISTING STEEL BEAM SUPPORTS TO REMAIN (PROTECT IN

PLACE).

119 EXISTING ROOF DOWNSPOUT (PROTECT IN PLACE).

121 EXISTING ELEVATED DUCTWORK TO REMAIN (PROTECT IN

PLACE). REMOVE EXISTING SUPPORTS AS NECESSARY FOR

INSTALLATION OF NEW ROOFING SYSTEM.

122 EXISTING METAL STAIRWAY TO REMAIN (PROTECT IN PLACE).

123 EXISTING SAFETY RAILING TO REMAIN (PROTECT IN PLACE).

124 EXISTING ROOF ACCESS LADDER TO REMAIN w/ BOTTOM

SUPPORTS RE-ANCHORED TO EXISTING CONCRETE WALL.

125 EXISTING MECHANICAL UNIT & CURB TO REMAIN (PROTECT

IN PLACE).

129 GENERAL NOTE: PROTECT IN PLACE EXISTING ELECTRICAL

OUTLETS, SWITCHES, DISCONNECT SWITCHES, ELECTRICAL

PANELS, FIRE DEPARTMENT CONNECTIONS, FIRE ALARMS

AND OTHER ELECTRICAL EQUIPMENTS ON WALLS.

133 EXISTING ELECTRICAL OUTLET TO REMAIN (PROTECT IN

PLACE).

135 EXISTING 2" SEISMIC EXPANSION JOINT. REMOVE SPRAYED

APPLIED POLYURETHANE FOAM ROOFING SYSTEM &

ASSOCIATED WALL COUNTER FLASHING; PREP FOR

INSTALLATION OF NEW ROOF EXPANSION JOINT COVER

ASSEMBLY.

137 GENERAL NOTE: REMOVE ANY SIGNAGE PRIOR TO STARTING

WORK. SAVE AND REINSTALL AFTER WORK IS COMPLETED.

138 GENERAL NOTE: CONTRACTOR TO PERFORM LEAD AND

ASBESTOS SAMPLING ON ROOFING MATERIALS TO BE

DEMOLISHED TO CONFIRM THAT THERE IS NO HAZARDOUS

MATERIALS PRESENT.

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

BUILDING

INTERIOR

R O O F

LE R

O O F

U P

ROOF AREA:

APPROX. 1,213 SF

ROOF AREA:

APPROX. 336 SF

ROOF AREA:

APPROX. 302 SF

ROOF AREA:

APPROX. 1,619 SF

ROOF AREA:

APPROX. 2,524 SF

ROOF AREA:

APPROX. 727 SF

ROOF AREA:

APPROX. 189 SF

108115

TYP.

115 115

108126

TYP.

GENERATOR

BLDG ROOF

N.I.C.

121121

AHU #1A

AHU #1

BEF-1

TYP.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

AD-201

BUILDING 12 LOWER ROOF

DEMOLITION PLAN

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

1/8" = 1'-0"

Building 12 Lower Roof (Demolition)

KEY PLAN

Key Notes

102 REMOVE (E) PVC ROOFING SYSTEM, ASSOCIATED RIGID

INSULATION & ASSOCIATED FLASHINGS DOWN TO THE

PRIMARY STRUCTURAL ROOF DECK. PREP AND REPAIR

SUBSTRATE FOR INSTALLATION OF NEW ROOFING; SEAL

ALL PENETRATIONS. PROTECT EXISTING UTILITES IN

PLACE. (REFER TO SPEC SECTION 02 41 00).

105 EXISTING ROOF DRAIN ASSEMBLY TO REMAIN (PROTECT

IN PLACE). CLEAN FREE OF DEBRIS AS NECESSARY.

CHECK ALL DRAIN TRANSITIONS FOR ALL ROOFS FOR ANY

SIGNS OF LEAKS. REPAIR AS NECESSARY. APPROX. 10

LOCATIONS IN THE PROJECT, VERIFY IN FIELD.

107 REMOVE (E) WALKWAY PADS.

108 EXISTING SHEET METAL PARAPET COPING TO BE

REMOVED FOR INSTALLATION OF NEW ROOFING SYSTEM.

114 EXISTING AIR HANDLING UNIT TO REMAIN (PROTECT IN

PLACE); PROVIDE FILTER COVERS @ INTAKES DURING

DEMOLITION OF ROOF SYSTEM TO PREVENT COLLECTION

OF DEBRIS. REMOVE ANY FILTERS PROVIDED AT THE

COMPLETION OF PROJECT.

115 EXISTING ROOF DRAIN & OVERFLOW DRAIN ASSEMBLY TO

REMAIN (PROTECT IN PLACE). CLEAN FREE OF DEBRIS AS

NECESSARY. CHECK ALL DRAIN TRANSITIONS FOR ALL

ROOFS FOR ANY SIGNS OF LEAKS. REPAIR AS

NECESSARY. APPROX. 42 IN THE PROJECT, VERIFY IN

FIELD.

120 GENERAL NOTE: REMOVE PIPE & CONDUIT SUPPORTS AS

NECESSARY FOR INSTALLATION OF NEW ROOFING

SYSTEM.

121 EXISTING ELEVATED DUCTWORK TO REMAIN (PROTECT IN

PLACE). REMOVE EXISTING SUPPORTS AS NECESSARY

FOR INSTALLATION OF NEW ROOFING SYSTEM.

122 EXISTING METAL STAIRWAY TO REMAIN (PROTECT IN

PLACE).

126 REMOVE (E) ROOFING MEMBRANE, TERMINATION BAR &

SEALANT @ PRECAST GFRC COPING.

127 EXISTING SKYLIGHTS & CURB TO REMAIN (PROTECT IN

PLACE).

128 EXISTING MECHANICAL EXHAUST FAN & ASSOCIATED

CURB TO REMAIN (PROTECT IN PLACE); DISCONNECT

FROM SUPPORTS AS NECESSARY TO INSTALL NEW

ROOFING SYSTEM.

129 GENERAL NOTE: PROTECT IN PLACE EXISTING

ELECTRICAL OUTLETS, SWITCHES, DISCONNECT

SWITCHES, ELECTRICAL PANELS, FIRE DEPARTMENT

CONNECTIONS, FIRE ALARMS AND OTHER ELECTRICAL

EQUIPMENTS ON WALLS.

132 EXISTING ELECTRICAL OUTLETS MOUNTED ALONG WALL

TO REMAIN (PROTECT IN PLACE).

134 EXISTING MECHANICAL UNIT & STEEL SUPPORT TO

REMAIN (PROTECT IN PLACE).

136 REMOVE (E) ROOFING MEMBRANE, TERMINATION BAR &

SEALANT @ STUCCO ASSEMBLY.

137 GENERAL NOTE: REMOVE ANY SIGNAGE PRIOR TO

STARTING WORK. SAVE AND REINSTALL AFTER WORK IS

COMPLETED.

138 GENERAL NOTE: CONTRACTOR TO PERFORM LEAD AND

ASBESTOS SAMPLING ON ROOFING MATERIALS TO BE

DEMOLISHED TO CONFIRM THAT THERE IS NO

HAZARDOUS MATERIALS PRESENT.

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

BUILDING

INTERIOR

MIDDLE ROOF

LE R

O O F

ROOF AREA:

APPROX. 1,088 SF

ROOF AREA:

APPROX. 940 SF

TYP.

137 138

TYP.

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

AD-202

BUILDING 12 MIDDLE ROOF

DEMOLITION PLAN

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

KEY PLAN

Key Notes

000 EXITING PLAN

102 REMOVE (E) PVC ROOFING SYSTEM, ASSOCIATED RIGID

INSULATION & ASSOCIATED FLASHINGS DOWN TO THE

PRIMARY STRUCTURAL ROOF DECK. PREP AND REPAIR

SUBSTRATE FOR INSTALLATION OF NEW ROOFING; SEAL

ALL PENETRATIONS. PROTECT EXISTING UTILITES IN

PLACE. (REFER TO SPEC SECTION 02 41 00).

108 EXISTING SHEET METAL PARAPET COPING TO BE

REMOVED FOR INSTALLATION OF NEW ROOFING SYSTEM.

115 EXISTING ROOF DRAIN & OVERFLOW DRAIN ASSEMBLY TO

REMAIN (PROTECT IN PLACE). CLEAN FREE OF DEBRIS AS

NECESSARY. CHECK ALL DRAIN TRANSITIONS FOR ALL

ROOFS FOR ANY SIGNS OF LEAKS. REPAIR AS

NECESSARY. APPROX. 42 IN THE PROJECT, VERIFY IN

FIELD.

126 REMOVE (E) ROOFING MEMBRANE, TERMINATION BAR &

SEALANT @ PRECAST GFRC COPING.

137 GENERAL NOTE: REMOVE ANY SIGNAGE PRIOR TO

STARTING WORK. SAVE AND REINSTALL AFTER WORK IS

COMPLETED.

138 GENERAL NOTE: CONTRACTOR TO PERFORM LEAD AND

ASBESTOS SAMPLING ON ROOFING MATERIALS TO BE

DEMOLISHED TO CONFIRM THAT THERE IS NO

HAZARDOUS MATERIALS PRESENT.

1/8" = 1'-0"

Building 12 - Middle Roof (Demolition)

Rev. Date Description

07.07.2021 35% Schematic Design

08.13.2021 90% Construction Document

09.14.2021 100% Construction Document

B4100

B4C01

BATH

CORRIDOR

B4C01

SLOPE 1/2" / 1'-0" )

(TYPICAL)

AD-203

114 114

118 130

TYP.

ROOF AREA:

APPROX. 15,845 SF

ROOF AREA:

APPROX. 1,098 SF

130115

115 115

128 128 128

122122

115 115

126 TYP.

126TYP.

TYP.

126 TYP.

B-HV1 B-HV2

AHU #4

AHU #3

AHU #5

B-HV5

B -H

B-HV4

B-HV3

B-EF6

B-EF5

B-EF8

B-EF7

B-EF2 B-EF3 B-EF4

137 138

TYPICAL

VA Project Number

Building Number

Drawing Number

Project Title

Location:

PhaseDrawing Title

Approved:

Issue Date Checked Drawn

StampARCHITECT / ENGINEER OF RECORDCONSULTANT

VA FORM 08 - 6231

Revisions:

MA Architects, Inc.

385 Van Ness Ave., Suite 110, Torrance, CA 90501 www.ma-architects.net

Planning - Architecture - Interiors

Project Number

REMOVE & REPLACE

ROOFING AT BLDGS 1A & 12

SO/jc

AD-203

BUILDING 12 UPPER ROOF

DEMOLITION PLAN

654-21-104

SMc

VA Sierra Nevada Healthcare System 975 Kirman Avenue, Reno, NV, 89502

10.08.2021

Final Construction Document

N/A

KEY PLAN

Key Notes

102 REMOVE (E) PVC ROOFING SYSTEM, ASSOCIATED RIGID

INSULATION & ASSOCIATED FLASHINGS DOWN TO THE

PRIMARY STRUCTURAL ROOF DECK. PREP AND REPAIR

SUBSTRATE FOR INSTALLATION OF NEW ROOFING; SEAL

ALL PENETRATIONS. PROTECT EXISTING UTILITES IN

PLACE. (REFER TO SPEC SECTION 02 41 00).

103 GENERAL NOTE: EXISTING SHEET METAL COPING w/

EXISTING LIGHTNING PROTECTION SYSTEM @ PARAPET TO

BE REMOVED.

105 EXISTING ROOF DRAIN ASSEMBLY TO REMAIN (PROTECT IN

PLACE). CLEAN FREE OF DEBRIS AS NECESSARY. CHECK

ALL DRAIN TRANSITIONS FOR ALL ROOFS FOR ANY SIGNS

OF LEAKS. REPAIR AS NECESSARY. APPROX. 10 LOCATIONS

IN THE PROJECT, VERIFY IN FIELD.

107 REMOVE (E) WALKWAY PADS.

109 REMOVE & DISPOSE OF EXISTING CMU BLOCKS.

110 EXISTING SIDE WALL OVERFLOW DRAIN & DOWNSPOUT TO

REMAIN (PROTECT IN PLACE). CLEAN FREE OF DEBRIS AS

NECESSARY. CHECK ALL DRAIN TRANSITIONS FOR ALL

ROOFS FOR ANY SIGNS OF LEAKS. REPAIR AS NECESSARY.

APPROX. 6 LOCATIONS IN THE PROJECT, VERIFY IN FIELD.

114 EXISTING AIR HANDLING UNIT TO REMAIN (PROTECT IN

PLACE); PROVIDE FILTER COVERS @ INTAKES DURING

DEMOLITION OF ROOF SYSTEM TO PREVENT COLLECTION

OF DEBRIS. REMOVE ANY FILTERS PROVIDED AT THE

COMPLETION OF PROJECT.

115 EXISTING ROOF DRAIN & OVERFLOW DRAIN ASSEMBLY TO

REMAIN (PROTECT IN PLACE). CLEAN FREE OF DEBRIS AS

NECESSARY. CHECK ALL DRAIN TRANSITIONS FOR ALL

ROOFS FOR ANY SIGNS OF LEAKS. REPAIR AS NECESSARY.

APPROX. 42 IN THE PROJECT, VERIFY IN FIELD.

116 GENERAL NOTE: EXISTING LIGHTNING PROTECTION

DEVICES AT MECHANICAL UNITS TO REMAIN (PROTECT IN

PLACE). DISCONNECT FROM MAIN LINES.

118 EXISTING STEEL BEAM SUPPORTS TO REMAIN (PROTECT IN

PLACE).

120 GENERAL NOTE: REMOVE PIPE & CONDUIT SUPPORTS AS

NECESSARY FOR INSTALLATION OF NEW ROOFING SYSTEM.

122 EXISTING METAL STAIRWAY TO REMAIN (PROTECT IN

PLACE).

126 REMOVE (E) ROOFING MEMBRANE, TERMINATION BAR &

SEALANT @ PRECAST GFRC COPING.

127 EXISTING SKYLIGHTS & CURB TO REMAIN (PROTECT IN

PLACE).

128 EXISTING MECHANICAL EXHAUST FAN & ASSOCIATED CURB

TO REMAIN (PROTECT IN PLACE); DISCONNECT FROM

SUPPORTS AS NECESSARY TO INSTALL NEW ROOFING

SYSTEM.

129 GENERAL NOTE: PROTECT IN PLACE EXISTING ELECTRICAL

OUTLETS, SWITCHES, DISCONNECT SWITCHES, ELECTRICAL

PANELS, FIRE DEPARTMENT CONNECTIONS, FIRE ALARMS

AND OTHER ELECTRICAL EQUIPMENTS ON WALLS.

130 REMOVE LIGHTNING PROTECTION SYSTEM ALONG INSIDE

OF PARAPET. EXISTING PRECAST CONCRETE PARAPET &

BIRD DETERRENT SYSTEM TO REMAIN (PROTECT IN PLACE).

131 EXISTING SMOKE VENTS (PROTECT IN PLACE).

134 EXISTING MECHANICAL UNIT & STEEL SUPPORT TO REMAIN

(PROTECT IN PLACE).

137 GENERAL NOTE: REMOVE ANY SIGNAGE PRIOR TO

STARTING WORK. SAVE AND REINSTALL AFTER WORK IS

COMPLETED.

138 GENERAL NOTE: CONTRACTOR TO PERFORM LEAD AND

ASBESTOS SAMPLING ON ROOFING MATERIALS TO BE

DEMOLISHED TO CONFIRM THAT THERE IS NO HAZARDOUS

MATERIALS…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 17, 2022.