Att 2 ReRoof Portions of Various Bldgs Drawings.pdf

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 06/30/2025

EXP. 06/30/2025

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

11140 SOUTH TOWN SQUARE, STE 100

ST. LOUIS, MO 63123

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

STRUCTURAL ENGINEER

H2B ENGINEERS

1225 N. LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

ARCH REG. NO. CA02295

ENGR REG. NO. CA7127

/4

/2

:3

:3

A

M

COVER SHEET

ZDL 01 OF 24AJS

100% ISSUED FOR CONSTRUCTION

RE-ROOF PORTIONS OF VARIOUS

BUILDINGS

VA PROJECT NUMBER: 623-23-121

RE-ROOF PORTIONS OF

VARIOUS BUILDINGS

02/05/25

623-23-121

JACK C. MONTGOMERY VAMC

1101 HONOR HEIGHTS DRIVE

MUSKOGEE, OK 74401

JACK C. MONTGOMERY VAMC

1101 HONOR HEIGHTS DRIVE

MUSKOGEE, OK 74401

100% ISSUED FOR CONSTRUCTION

GI000

1E, 24, 53, & 54

SPUR #: 2093.13

SHEET INDEX

SEQUENCE SHEET NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

03 GI002 ICRA CONSTRUCTION DETAILS

[02] ENVIRONMENTAL

04 HA100 KNOWN ENVIRONMENTAL HAZARDS - IMPACTED ROOF SYSTEMS

[03] STRUCTURAL

05 SA001 STRUCTURAL GENERAL NOTES

06 SF101 ROOF FRAMING PLAN

07 SF102 ROOF FRAMING PLAN

08 SF501 STRUCTURAL DETAILS

[04] ARCHITECTURAL

09 AS001 ARCHITECTURAL SITE PLAN

10 AE101 BUILDINGS 1E & 24 - ROOF PLANS

11 AE102 BUILDING 53 & 54 - ROOF PLANS

12 AE501 SECTION DETAILS

LOCATION

PLAN

AREA

PLAN

N N

PROJECT LOCATION

MUSKOGEE VAMC

W. OKMULGEE STREET

N

T

H S

T R

E E

T

N

N

D S

T R

E E

T

N

T

H S

T R

E E

T

W. SHAWNEE STREET

N

T

H S

T R

E E

T

PARK BLVD

JACK C.

MONTGOMERY VA

MEDICAL CENTER

1. REMOVE AND REPLACE ROOFING SYSTEMS THAT MEET

ENERGY REQUIREMENTS.

A. ROOFING INSULATION VALUE OF R-25 CONTINUOUS

INSULATION IS REQUIRED BY ASHRAE 90.1.

2. REPLACE ALL PERIMETER AND PENETRATION FLASHINGS.

3. INSTALL A PERMANENT GUARD RAIL SYSTEM THAT MEETS

OSHA 1910.29(B) AND OSHA 1926 SUBPART M.

4. REMOVE ALL UNNECESSARY PENETRATIONS AND

PERMANENTLY CLOSE AND SEAL.

5. REPLACE ALL ROOF DRAIN HARDWARE, RINGS, GUTTERS,

AND DOWNSPOUTS DOWN TO CAST IRON PIPE.

6. INSTALL OR REPLACE LIGHTNING PROTECTION SYSTEMS

AS NEEDED.

7. REPLACE, REFURBISH, OR PRESERVE ROOF MOUNTED

EXHAUST FANS AND VENTS.

SHEET INDEX

SEQUENCE SHEET NUMBER SHEET NAME

[05] PLUMBING

13 P-000 PLUMBING LEGEND

14 PD100 PLUMBING ROOF DEMO PLANS

15 PL100 PLUMBING ROOF PLANS

16 P-600 PLUMBING DETAILS AND SCHEDULES

[06] MECHANICAL

17 M-000 LEGEND AND ABBREVIATIONS

18 M-100 MECHANICAL ROOF PLANS

19 M-600 MECHANICAL DETAILS & SCHEDULES

[07] ELECTRICAL

20 E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

21 E-101 BUILDING 1E - ROOF PLANS

22 E-102 BUILDING 24 - ROOF PLANS

23 E-103 BUILDING 53 & 54 - ROOF PLANS

24 E-501 ELECTRICAL DETAILS

TOTAL SHEETS: 24

SCOPE OF WORK SUMMARY

NUMBER REVISION DESCRIPTION DATE

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

4' -0

M

A X

4' -0

M

A X

2' -1

0" M

A X

2' -3

M

IN

1'-6" MIN

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT

BLOCKING FOR ALL WALL MOUNTED ACCESSORIES,

FIXTURES, AND EQUIPMENT.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS @ 36"-48" MAX ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER

FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.

4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR

FIXTURE TYPES USED IN THIS PROJECT.

5. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE,

BACKING TO BE PROVIDED AS SHIM FOR FLUSH

APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

VA TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

"M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4' -0

M

A X

SOAP

DISPENSER

2' -1

0" M

A X

T O

B .O

. R E

F

LE

C T

IV

E

S U

R F

A C

E

3' -4

"M A

X

17 MIN

2' -3

M

IN

3' -0

M

A X

1'-6" MIN

WALL

2' -9

3' -0

3' -2

4' -0

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

1'-5" - 1'-7" (AMBULATORY)

1'-4" - 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2' -9

3' -0

1'-0" MIN

3'-6" MIN 1'-0"MAX

4'-6" MIN

1' -5

'-7

1' -6

M

IN

A N

S I I

C C

A

7.

1)

1' -3

M

IN

A D

A /A

B A

2' -9

3' -0

WALL

WALL

WALL HOOK

7' -0

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

"M A

X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

HANDRAILS AND

BUMPER GUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES - N/A

DOOR AND FIXTURE CLEARANCES - N/A

MATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN

VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS. REFERENCE RELEVANT ADDENDA FOR EACH OF THE ADOPTED CODES AND 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/).

• 2024 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2024 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2024 NATIONAL FIRE CODES (NFPA)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2023 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2024 INTERNATIONAL MECHANICAL CODE

• 2023 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2024 INTERNATIONAL PLUMBING CODE (IPC)

• 2022 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2022 ANSI ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

• 2022 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2023 STEEL CONSTRUCTION MANUAL (16TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 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.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2022 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2022 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

• 2024 PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT

NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.

DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES

EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

ASHRAE 90.1 - 2022 EDITION

BUILDING LOCATION: MUSKOGEE, OK - MUSKOGEE COUNTY

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 3A

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5)

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 3 (A,B,C)

ROOFS REQUIRED DESIGNED

INSULATION: R-25 c.i. R- 33 c.i.

METAL BUILDINGS: R-10 + R-19 FC N/A

ATTIC AND OTHER: R-38 N/A

WALLS, ABOVE GRADE

MASS: R-7.6 c.i. N/A METAL BUILDING: R-0 + R-9.8 c.i. N/A STEEL-FRAMED: R-13 + R-5 c.i. N/A

WOOD-FRAMED AND OTHER: R-13 N/A

WALL, BELOW GRADE

BELOW-GRADE WALL: NR N/A

FLOORS

MASS: R-10 c.i. N/A

STEEL-FRAMED: R-30 N/A

WOOD-FRAMED AND OTHER: R-30 N/A

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: NR N/A

HEATED SLABS: R-15 for 24 in. N/A

OPAQUE DOORS

SWINGING: U-0.370 N/A

NONSWINGING: U-0.310 N/A

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.36 N/A

OPERABLE: U-0.45 N/A

ENTRANCE DOOR: U-0.63 N/A

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

ENERGY REQUIREMENTS

N

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL CONFIRM

ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE ENTIRE

DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY WORK,

TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY DISCREPANCIES TO

THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND

EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE

CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK

AREAS FROM THE EXISTING FACILITIES AS NECESSARY.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS. TRASH ENCLOSURES MUST BE

COVERED AT ALL TIMES.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN

PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND REPAIR

ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED OR

REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

8. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE AND

OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND

ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS, BUT

DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL DRAWINGS.

CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER SHEETS

AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT REFLECT

WORK REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL GOAL. LACK OF

COORDINATION AND REVIEW OF DRAWINGS AND SPECIFICATIONS AS AN ENTIRE

DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS, BEING OBVIOUS AND

TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS, SHALL

NOT BE IN ANY WAY AN ADDITIONAL COST TO THE GOVERNMENT.

9. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH SERVICES

TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN ADVANCE OF

PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND

APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS OF ANY

SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60 CALENDAR DAYS PRIOR TO THE

DESIRED TIME AND SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR

INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS AND MAY

NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE OVERALL

CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING AND APPROVED BY THE COR.

CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH

OTHER DATE AND/OR TIME SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE

TO OPERATIONS OF THE MEDICAL CENTER. INTERRUPTION TIME APPROVED BY THE

MEDICAL CENTER MAY OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING

HOURS. SCHEDULE INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT

BE AN ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT

MAY AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING

THE CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

10. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING BUILDING MATERIALS

(ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE DESIGNED/SPECIFIED AS BUILDING

MATERIAL IN ANY OF THE CONSTRUCTION DOCUMENTS.

13. REFER TO THE DESIGN BINDER FOR THE ICRA INFORMATION DOCUMENTATION.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00" 4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

CLEAN UTILITY

000A

150 SF

/1 A101

X0000

6"2' -1

0"

'-2

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACB ACOUSTIC CEILING BAFFLE

ACP ACOUSTIC CEILING PANEL

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINIUM (TRIM)

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AT ACOUSTIC CEILING TILE

AVG AVERAGE

B

BD BOARD

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CBB CONCRETE BACKER BOARD

C/C CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CPT CARPET/CARPET TILE

CS CONCRETE SEALED

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWP DIMENSIONAL WALL PANEL

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPY EPOXY FLOORING

EQ EQUAL

ETR EXISTING TO REMAIN

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FAB FABRIC

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FIRE PROTECTION

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G

GDR GUARDRAIL

GL GLASS/GLAZING

GRAN GRANITE

GR FL GROUND FLOOR

GT GROUT

GSM GALVANIZED SHEET METAL

GYP BD GYPSUM BOARD

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LN LINOLEUM

LOC LOCATION

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAT CARPET MAT / WALK-OFF MAT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PA PUBLIC ADDRESS

PBD PARTICLE BOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRB PROFILE BASE

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PORCELAIN TILE

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

QT QUARRY TILE

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

6'- 0"

5'- 6"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4"

6"

3"

1' -6

6" MAX

7" - 9" 11" MIN

17" - 25"

6' -0

(ANSI ICC A117.1)

39"- 41"

(A N

S I I

C C

A

7.

1)

M

IN

(A N

S I I

C C

A

7.

1)

1"

3' -6

M

A X

5' -0

M

A X

R

RAF RESILIENT ATHLETIC FLOORING

RB RUBBER BASE/RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RES RESINOUS FLOORING

RES-W RESINOUS / EPOXY WALL / CEILING

RF RUBBER FLOORING

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RSF RESILIENT SHEET FLOORING

RV ROOF VENT

RWC RIGID VINYL WALLCOVERING

S

SC SPECIALTY COATING

SD STATIC DISSIPATIVE FLOORING/TILE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SOLID SURFACE

ST STONE

STD STANDARD

STOR STORAGE

SV SHEET VINYL (ROLLED OR TILE)

SWC STAINLESS STEEL WALLCOVERING

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

V/C VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL-FACED ACOUSTICAL TILE

VP VENEERED PLASTER

VT VINYL TILE

V/V VA PROVIDED / VA INSTALLED

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WD WOOD

WFAB WALL FABRIC

WPM WATERPROOF MEMBRANE

WSF WELDED SHEET FLOOR

X

X BRACE CROSS BRACE

TRUE

NORTH

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN48

M

IN

FRONT APPROACH,

PUSH SIDE

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

M

IN

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 06/30/2025

EXP. 06/30/2025

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

RIVERFRONT SAFETY & HEALTH

11140 SOUTH TOWN SQUARE, STE 100

ST. LOUIS, MO 63123

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

STRUCTURAL ENGINEER

H2B ENGINEERS

1225 N. LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

ARCH REG. NO. CA02295

ENGR REG. NO. CA7127

/4

/2

:3

:3

A

M

GENERAL INFORMATION

ZDL 02 OF 24AJS

100% ISSUED FOR CONSTRUCTION

RE-ROOF PORTIONS OF

VARIOUS BUILDINGS

02/05/25

623-23-121

JACK C. MONTGOMERY VAMC

1101 HONOR HEIGHTS DRIVE

MUSKOGEE, OK 74401

GI001

1E, 24, 53, & 54

SPUR #: 2093.13NUMBER REVISION DESCRIPTION DATE

OUTSIDE OF BUILDING

WEEKLY CHANGED

HEPA FILTER

HEPA NEGATIVE

AIR UNIT

WEEKLY CHANGED

(OR MORE AS

NEEDED) PRE FILTER

FIRE RATED PLYWOOD

F

LE

X D

U C

T

SUPPLY DUCTS EITHER KEEP

RUNNING OR COVER WHEN

RUNNING TO KEEP DUST OUT.

TAPE ALL SERVICES

TO PROTECT AGAINST

CONTAMINATION A

O

V

FIRE EXTINGUISHER ON PORTABLE

FLOOR BRACKET (ILSM MAY REQUIRE

MORE THAN ONE)

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

6 MIL PLASTIC

TEMPORARY DIGITAL MANOMETER FOR NEGATIVE

PRESSURE MONITORING OUTSIDE OF ICRA BARRIER

FOR VA'S INSPECTION. INDICATOR SHALL BE AT -0.01

OR GREATER (VERIFY DAILY). IF NOT, VERIFY ALL

OPENINGS, SUCH AS DOOR CLOSED, AND/OR CHANGE

OUT NEGATIVE AIR PRE-FILTER.

PROVIDE STICKY MAT, DRY MAT, WET MAT

(CHANGED END OF SHIFT OR MORE IF

NECESSARYTO MAINTAIN CLEANLINESS)

PROVIDE WIPES AND SPRAY FOR WET MAT

POST ICRA ILSM FIRE

INSPECTION SHEETS

CONTAINER VISIBLE

TO PUBLIC

COVER ALL RETURNS AT THE

GRATE/DIFFUSERS

OPTIONAL EXHAUST DUCTS

(COVER THE GRATES AND THE DIFFUSERS)

E

DOOR OPENING

VENT TO OUTSIDE ROUTE

TO BE APPROVED BY COR.

FIRE PULL STATION WITH AUDIO/

VISUAL

ILSM SIGNAGE

ICRA BARRIER, SEE PLANS FOR TYPE AND LOCATION

GI002

GI002

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO LOCKING

BRAKES

MOBILE CART

A D

JU

S

T A

B

LE

H E

IG

H

T

HEPA NEGATIVE AIR

UNIT

EXISTING WALL

EXISTING CEILING

FLEX DUCT

HEATED DETECTOR CUT-OFF

BASIS OF DESIGN: HEPA NEGATIVE AIR UNIT

INTEGRAL WITH EDGEGUARD BARRIER SYSTEM.

FIRE RATED PLYWOOD (TEMP.

REMOVE GLASS PANEL)

EXISTING WINDOW FRAME

TYPE A OR C ICRA BARRIER,

SEE PLANS FOR TYPE AND

LOCATION

TYPE B OR D ICRA BARRIER,

SEE PLANS FOR TYPE AND

LOCATION

EXISTING CEILING

EXISTING CONCRETE SLAB FLOOR OR

ROOF ASSEMBLY

FINISHED FLOORING TO BE KEPT

CLEAN. FLOORS NOT BEING

REPLACED MUST BE PROTECTED.

COVER WITH ROSIN PAPER/ FIRE

RATED PLYWOOD.

WHEN WORKING ABOVE CEILING WITH

BARRIERS THAT TERMINATE AT CEILING,

PROVIDE PLASTIC ENCLOSURE IN

PLENUM SPACE.

XXXXXX

XXXXXX

XXXXXX

A .F

.F

4' -0

THIS IS A RESTRICTED AREA

AREA UNDER CONSTRUCTION

PERSONNEL ENTERING MUST HAVE: HARD HAT,

SAFETY GLASSES AND PROPER I.D.

COMING SOON!!

--DESCRIPTION ON NEWLY PROPOSED OCCUPANCY--

ICRA, ISLM, WATCH,

MISC. FORMS

PAPER CADDY

INDICATOR

(REFER TO

PLAN AND

ELEVATION)

3 5/8" INSULATED WALL WITH 16

GAUGE METAL STUDS @ 16" O.C.

WALL TO EXTEND TO UNDERSIDE

OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

/2

3 5/8" 16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

CB

3 5/8" INSULATED WALL WITH 16

GAUGE METAL STUDS @ 16" O.C.

(2) LAYERS 5/8" GYPSUM BOARD

EACH SIDE. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

EXISTING CEILING SYSTEM

BASE - TO MATCH EXISTING

AREA

EXISTING FLOOR

UNDERSIDE OF EXISTING DECK

C E

IL

IN

G H

E

IG

H T

V A

R

IE

S F

IE

L D

V E

R

IF

Y

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

D

FIRE RESISTANT SEALANT, BOTH

SIDES

FIRE RESISTANT SEALANT, BOTH

SIDES

FIRE RESISTANT SEALANT, BOTH

SIDES

1-HR RATED AND SMOKE RATED

U.L. DESIGN NO. U404

SMOKE RATED 2-HR RATED AND SMOKE

RATED

U.L. DESIGN NO. U404A

PLASTIC SHEET BARRIER

NON RATED

PLASTIC SHEET

BARRIER

EXISTING WALL

ASSEMBLY

EXISTING CEILING

BOTTOM SEALING RUNNER

TOP SEALING RUNNER

SUPPORT POLES,

QUANTITY PER MANUF.

RECOMMENDATIONS

CONTROLS DEFINED BELOW FOR THE LEVEL OF PRECAUTIONS IDENTIFIED FOR THE ACTIVITY MUST BE IN PLACE BEFORE THE ACTIVITY BEGINS AND MAINTAINED UNTIL WORK IS COMPLETED AND THE AREA IS ACTIVATED. CONTROL MEASURES FOR EACH PRECAUTION LEVEL MUST ALSO INCLUDE THE CONTROL MEASURES IN THE PRECEDING LEVEL(S). AS THE ACTIVITY PROGRESSES, A FULL RE-

EVALUATION OF REMAINING ACTIVITY TYPE AND PATIENT RISK IS REQUIRED PRIOR TO

DOWNGRADING THE LEVEL OF PRECAUTIONS.

LEVEL I:

1. PERFORM WORK ACTIVITY IN A MANNER THAT DOES NOT CREATE DUST.

2. IMMEDIATELY REPLACE ANY CEILING TILE, CLOSE ACCESS PANELS, ETC., UPON COMPLETION

OF WORK.

3. ANY MATERIALS AND EQUIPMENT BEING BROUGHT INTO THE FACILITY MUST BE FREE OF

CONTAMINANTS AND LOOSE MATERIAL.

LEVEL II:

ALL CONTROL MEASURES IN LEVEL I AND THE FOLLOWING:

1. PROVIDE ACTIVE MEANS TO CONTROL AIRBORNE DUST FROM DISPERSING INTO OCCUPIED

AREAS AND/OR WATER MIST SURFACE TO CONTROL DUST (E.G., MOBILE DUST CONTAINMENT

CART OR SOME OTHER SYSTEM).

2. IF WORK SITE CONTAINED, MUST BE NEUTRAL OR NEGATIVELY PRESSURIZED.

3. ENSURE WORKER CLOTHING IS CLEAN AND FREE OF VISIBLE DUST BEFORE LEAVING THE

WORK AREA.

4. REMOVE/ISOLATE/TAPE OFF AIR DIFFUSERS (SUPPLY AND RETURN) TO PROTECT THE HVAC

SYSTEM FROM DUST AND REDUCE AIR TURBULENCE. REBALANCE SYSTEM TO ADDRESS

DIFFUSER ISOLATION.

5. WHEN THE WORK INVOLVES OR IMPACTS POTABLE WATER SYSTEMS INCLUDING

STAGNATION DUE TO REDUCED USAGE, THE PIPING SHALL BE FLUSHED TWICE A WEEK OR

ISOLATED FROM THE MAIN SYSTEM.

6. SEAL/CLOSE DOORS TO PREVENT DUST MIGRATION. MAY PUT ZIPPER PLASTIC BARRIER

OVER DOOR.

7. CONSIDER HEPA CART USE.

8. CONTAIN ALL TRASH AND DEBRIS IN THE WORK AREA. PERFORM DAILY CLEANING AND

DISPOSAL OF TRASH (COVERED) FROM WORK AREA USING AN IDENTIFIED EXIT ROUTE.

9. ANY EQUIPMENT, TOOLS, OR MATERIALS REMOVED FROM THE WORK AREA MUST BE IN

SEALED CONTAINERS AND/OR CLEANED OF DUST AND DEBRIS PRIOR TO REMOVAL FROM THE

AREA.

10. NONPOROUS/SMOOTH AND CLEANABLE CONTAINERS (WITH A HARD LID) MUST BE USED TO

TRANSPORT TRASH AND DEBRIS FROM THE CONSTRUCTION AREAS. THESE CONTAINERS

MUST BE DAMP-WIPED CLEANED AND FREE OF VISIBLE DUST/DEBRIS BEFORE LEAVING THE

CONTAINED WORK AREA.

11. INSTALL A STICKY (DUST COLLECTION) MAT AT ENTRANCE OF CONTAINED WORK AREA

BASED ON FACILITY POLICY. STICKY MATS MUST BE CHANGED ROUTINELY AND WHEN VISIBLY

SOILED.

12. MAINTAIN CLEAN SURROUNDINGS WHEN AREA IS NOT CONTAINED BY DAMP MOPPING OR

HEPA VACUUMING SURFACES AT LEAST DAILY.

LEVEL III:

ALL CONTROL MEASURES IN LEVELS I AND II AND THE FOLLOWING:

1. ENSURE AVAILABILITY OF EQUIPMENT FOR CLEANING HANDS.

2. CONSTRUCT AND COMPLETE CRITICAL BARRIERS MEETING NFPA 241 REQUIREMENTS.

BARRIERS MUST EXTEND TO THE CEILING OR IF CEILING TILE IS REMOVED, TO THE DECK

ABOVE.

3. ALL (PLASTIC OR HARD) BARRIER CONSTRUCTION ACTIVITIES MUST BE COMPLETED IN A

MANNER THAT PREVENTS DUST RELEASE. PLASTIC BARRIERS MUST BE EFFECTIVELY

AFFIXED TO FLOOR AND CEILING (OR FLOOR/ROOF DECK ABOVE) AND SECURE FROM

MOVEMENT OR DAMAGE.

4. SEAL ALL PENETRATIONS IN CONTAINMENT BARRIERS, INCLUDING FLOORS AND CEILING,

USING APPROVED MATERIALS (UL SCHEDULE FIRESTOP IF APPLICABLE FOR BARRIER TYPE).

5. MAINTAIN .01 INCHES /WATER GAUGE NEGATIVE PRESSURIZATION OF THE ENTIRE

WORKSPACE BY USE OF HEPA EXHAUST AIR SYSTEMS DIRECTED OUTDOORS (UNLESS A

WORK SPECIFIC WAIVER IS APPROVED BY VHA’S OFFICE OF HEALTHCARE ENGINEERING);

THIS MUST BE MAINTAINED CONTINUOUSLY 24/7 FOR THE DURATION OF THE PROJECT.

EXHAUST DISCHARGED DIRECTLY TO THE OUTDOORS THAT IS 25 FEET OR GREATER FROM

ENTRANCES, AIR INTAKES AND WINDOWS IS NOT REQUIRED TO BE HEPA-FILTERED.

EXHAUSTING DISCHARGED AIR INTO SHARED OR RECIRCULATING HVAC SYSTEMS, OR OTHER

SHARED EXHAUST SYSTEMS (E.G., BATHROOM EXHAUST) IS PROHIBITED.

6. INSTALL A DIFFERENTIAL PRESSURE SENSING DEVICE (E.G., MAGNEHELIC, MANOMETER, OR

DIGITAL MONITORING) ON EXTERIOR OF WORK CONTAINMENT TO CONTINUALLY MONITOR

AND DOCUMENT NEGATIVE PRESSURIZATION. THE “BALL IN THE WALL” OR SIMILAR

APPARATUS ARE NOT ACCEPTABLE.

LEVEL IV:

ALL CONTROL MEASURES IN LEVELS I, II AND III AND THE FOLLOWING:

1. BARRIERS MUST BE HARD BARRIERS UNLESS TEMPORARY TO INSTALL FINAL BARRIER.

2. CONTAINMENT MUST INCLUDE AN ANTEROOM TO ENSURE PRESSURE CONTROL. ANTEROOM

MUST BE LARGE ENOUGH FOR EQUIPMENT STAGING, CART CLEANING, WORKERS’ PPE AND

CLEANING.

3. WORKER CLOTHING AND/OR PPE MUST BE REMOVED OR CLEAN AND FREE OF VISIBLE DUST

BEFORE LEAVING THE WORK AREA ANTEROOM. HEPA VACUUMING OF CLOTHING OR USE OF

COVER SUITS IS ACCEPTABLE.

4. WORKERS MUST WEAR SHOE COVERS OR HAVE A METHOD TO CLEAN SHOES IN ANTEROOM.

SHOE COVERS MUST BE REMOVED PRIOR TO EXITING THE ANTEROOM TO THE OCCUPIED

SPACE (NON-WORK AREA). DAMAGED SHOE COVERS MUST BE CHANGED IMMEDIATELY.

GENERAL ICRA NOTES - LEVEL OF PRECAUTIONS & CONTROL MEASURES

CONTROLS DEFINED BELOW SHALL BE COMPLETED UPON COMPLETION OF THE ACTIVITY AND

INSPECTED PRIOR TO TERMINATING MEASURES DEFINED IN TABLE 5.

LEVELS I -II:

CLEANING:

1. CLEAN WORK AREAS INCLUDING ALL ENVIRONMENTAL SURFACES, HIGH HORIZONTAL

SURFACES AND FLOORING MATERIALS.

2. CHECK ALL SUPPLY AND RETURN AIR REGISTERS FOR DUST ACCUMULATION ON UPPER

SURFACES AS WELL AS AIR DIFFUSER SURFACES.

HVAC SYSTEMS:

1. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

VERIFY THAT HVAC SYSTEMS ARE CLEAN AND OPERATIONAL.

2. VERIFY THE HVAC SYSTEMS MEET ORIGINAL AIRFLOW AND AIR EXCHANGE DESIGN

SPECIFICATIONS.

WATER SYSTEMS:

1. UNTIL THE POTABLE WATER SYSTEM IS ACTIVATED AND IN USE, FLUSHING SHALL

CONTINUE AT LEAST TWICE PER WEEK IN ACCORDANCE WITH VHA DIRECTIVE 1061.

LEVELS III - IV:

CONSTRUCTION AREAS MUST BE INSPECTED BY AN INFECTION PREVENTIONIST AND

ENGINEERING REPRESENTATIVE (AND OTHERS AS DETERMINED BY THE FACILITY) FOR FINAL

ACTIVITY/PROJECT CLOSE OUT AND REMOVAL OF INFECTION PREVENTION AND CONTROL

MEASURES.

WORK AREA CLEANING:

1. CLEAN WORK AREAS INCLUDING ALL ENVIRONMENTAL SURFACES, HIGH HORIZONTAL

SURFACES AND FLOORING MATERIALS.

2. CHECK ALL SUPPLY AND RETURN AIR REGISTERS FOR DUST ACCUMULATION ON UPPER

SURFACES AS WELL AS AIR DIFFUSER SURFACES.

REMOVAL OF CRITICAL BARRIERS:

1. CRITICAL BARRIERS MUST REMAIN IN PLACE DURING ALL WORK INVOLVING DRYWALL

REMOVAL, CREATION OF DUST AND ACTIVITIES BEYOND SIMPLE TOUCH-UP WORK. THE

BARRIER MAY NOT BE REMOVED UNTIL A WORK AREA CLEANING HAS BEEN PERFORMED.

ADDITIONAL CLEANING MAY BE NEEDED AFTER REMOVAL OF BARRIER.

2. ALL (PLASTIC OR HARD) BARRIER REMOVAL ACTIVITIES MUST BE COMPLETED IN A MANNER

THAT PREVENTS DUST RELEASE. USE THE FOLLOWING PRECAUTIONS WHEN REMOVING

HARD BARRIERS:

1. CAREFULLY REMOVE SCREWS AND PAINTER TAPE.

2. IF DUST WILL BE GENERATED DURING SCREW REMOVAL, USE HAND-HELD HEPA

VACUUM.

3. DRYWALL CUTTING IS PROHIBITED DURING REMOVAL PROCESS.

4. CLEAN ALL STUD TRACKS WITH HEPA VACUUM BEFORE REMOVING OUTER HARD

BARRIER.

5. USE A PLASTIC BARRIER TO ENCLOSE AREA IF DUST COULD BE GENERATED.

NEGATIVE AIR REQUIREMENTS:

1. THE USE OF NEGATIVE AIR MUST BE DESIGNED TO REMOVE CONTAMINANTS FROM THE

WORK AREA.

2. NEGATIVE AIR DEVICES (FANS, FILTERS, MONITORING AND DOCUMENTATION EQUIPMENT)

MUST REMAIN OPERATIONAL AT ALL TIMES AND IN PLACE FOR A PERIOD AFTER COMPLETION

OF DUST CREATING ACTIVITIES TO REMOVE CONTAMINANTS FROM THE WORK AREA AND

BEFORE REMOVAL OF CRITICAL BARRIERS.

HVAC SYSTEMS:

1. UPON REMOVAL OF CRITICAL BARRIERS, REMOVE ISOLATION OF HVAC SYSTEM IN AREAS

WHERE WORK IS BEING PERFORMED.

2. VERIFY THAT HVAC SYSTEMS ARE CLEAN AND OPERATIONAL.

3. VERIFY AND DOCUMENT THROUGH A TAB THE HVAC SYSTEMS MEETS ORIGINAL AIRFLOW

AND AIR EXCHANGE DESIGN SPECIFICATIONS.

WATER SYSTEMS:

UNTIL THE POTABLE WATER SYSTEM IS ACTIVATED AND IN USE, FLUSHING SHALL CONTINUE AT

LEAST TWICE PER WEEK IN ACCORDANCE WITH VHA DIRECTIVE 1061.

MINIMUM INFECTION PREVENTION AND CONTROL MEASURES REQUIRED

UPON COMPLETION OF THE ACTIVITY

INSPECTIONS AND NON-INVASTIVE ACTIVITES

MATRIX OF PRECAUTIONS FOR CONSTRUCTION & RENOVATION

CATEGORY A

INCLUDES BUT NOT LIMITED TO:

• WORK CAN BE COMPLETED IN A SINGLE SHIFT, DOES NOT EXCEED 10 HOURS, AND DOES NOT CREATE DUST OR DEBRIS.

• PATIENTS AND/OR EMPLOYEES MAY BE IN THE AREA DEPENDING ON THE ACTIVITY.

• REMOVAL OF CEILING TILE OR ACCESS TO MECHANICAL OR ELECTRICAL CHASE FOR VISUAL INSPECTION LIMITED TO 1 TILE

PER 50 SQUARE FEET WITH LIMITED EXPOSURE TIME (NOT TO EXCEED AN HOUR FOR EACH TILE) WITHIN THE SHIFT.

• MINOR INTERIOR UPDATES (E.G., REPLACING FLOOR OR CEILING TILES, CARPENTRY WORK TO INCLUDE HANGING SIGNAGE, AND PAINTING WITHOUT SANDING) THAT DO NOT CREATE DUST OR DEBRIS.

• LIMITED BUILDING SYSTEM MAINTENANCE SUCH AS PLUMBING ON POTABLE SYSTEMS LIMITED TO FAUCET REPLACEMENT

ETC. AND ELECTRICAL WORK SUCH AS REPLACEMENT OF BULBS, RECEPTACLES, OR SWITCHES.

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATES MINIMAL DUSTCATEGORY B

INCLUDES BUT NOT LIMITED TO:

• PROLONGED INSPECTION AND WORK THAT MAY TAKE LONGER THAN A SINGLE SHIFT BUT NOT EXCEEDING A WEEK.

• PATIENTS AND EMPLOYEES ARE NOT TO BE IN THE AREA UNTIL ACTIVITY IS COMPLETED.

• WORK THAT CREATES MINIMAL DUST AND DEBRIS.

• INTERIOR FINISH OR SURFACE REPAIRS, UPDATES, OR MODIFICATIONS SUCH AS REPAIR OF FIREWALLS AND BARRIERS, AND

NEW FLOORING THAT PRODUCES MINIMAL DUST AND DEBRIS. CONTROLLED SANDING ACTIVITIES (E.G., WET OR DRY

SANDING) THAT PRODUCE MINIMAL DUST AND DEBRIS.

• PLUMBING WORK SUCH AS INSTALLATION OR REPLACEMENT OF A SINGLE FIXTURE OR PIPING FOR A SINGLE FIXTURE. ANY

WORK ON SANITARY PLUMBING INCLUDING SNAKING OF DRAINS.

• ELECTRICAL WORK SUCH AS INSTALLATION OF CABLING/WIRING/CONDUIT FOR A SINGLE DEVICE, INSTALLATION OF NEW

DEVICE SUCH AS A LIGHT FIXTURE THAT PRODUCES MINIMAL DUST AND DEBRIS.

• AIR HANDLER AND/OR FAN SHUTDOWN/STARTUP AND HVAC WORK SUCH AS REPLACEMENT OF A SINGLE DIFFUSER, SINGLE

TERMINAL UNIT OR A SINGLE DEVICE THAT PRODUCES MINIMAL DUST AND DEBRIS.

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES

DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES

INCLUDES BUT NOT LIMITED TO:

• WORK REQUIRING LONGER THAN A SINGLE WEEK TO COMPLETE BUT NOT EXCEEDING 6 MONTHS.

• PATIENTS AND EMPLOYEES ARE NOT TO BE IN THE AREA UNTIL ACTIVITY IS COMPLETED.

• DEMOLITION/REMOVAL OF EXISTING FLOOR COVERING, CASEWORK, LAY-IN CEILING, OR OTHER ARCHITECTURAL ELEMENTS.

• DEMOLITION/REMOVAL OF MORE THAN 32 FT2 OF DRYWALL/FRAMING, HARD CEILINGS, AND DOORS/FRAMING AND MINIMAL

INFRASTRUCTURE SUCH AS ELECTRICAL CIRCUITS AND BRANCH PIPING.

• INSTALLATION OF NEW WALLS, CEILINGS AND DOORS INCLUDING FRAMING, DRYWALL/PLASTER AND ASSOCIATED WORK.

• PLUMBING WORK SUCH AS THE INSTALLATION OF NEW SINKS, SHOWERS AND TOILETS AND ASSOCIATED PLUMBING.

• SHUT DOWN OF SECTIONS OF POTABLE WATER SYSTEMS.

• ELECTRICAL WORK SUCH AS INSTALLATION OF CONDUIT AND WIRE FOR LIGHTING, RECEPTACLES AND SWITCHES, THE INSTALLATION OF CONDUIT AND WIRE FOR NEW DEVICES SUCH AS TERMINAL UNITS, FANS ETC.

• MODIFICATION OF EXISTING FIRE ALARM AND SUPPRESSION SYSTEMS.

• MECHANICAL WORK SUCH AS THE INSTALLATION OF DUCTWORK, DIFFUSERS, AND TERMINAL UNITS FOR AN AREA.

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES BUT NOT LIMITED TO:

• WORK DURATION EXCEEDING 6 MONTHS; PATIENTS AND EMPLOYEES NOT TO BE IN THE AREA UNTIL ACTIVITY IS COMPLETED.

• LARGE-SCALE DEMOLITION OF BUILDING COMPONENTS AND INFRASTRUCTURE INCLUDING REMOVAL OF MULTIPLE DOORS, WALLS, FRAMING, CEILINGS, FLOORING, PIPING, ELECTRICAL AND HVAC.

• THE INSTALLATION BUILDING COMPONENTS SUCH AS NEW WALLS, CEILINGS AND DOORS INCLUDING FRAMING, DRYWALL AND

ASSOCIATED PLASTER WORK.

• PLUMBING WORK SUCH AS THE INSTALLATION OF: NEW MEDICAL GAS SYSTEMS, STEAM/HEATING HOT WATER, CONDENSATE

SYSTEMS, MULTIPLE SINKS, SHOWERS AND TOILETS INCLUDING ASSOCIATED PLUMBING.

• SHUTDOWN OF POTABLE WATER, STEAM/HEATING HOT WATER, CONDENSATE, AND MEDICAL GAS SYSTEMS.

• ELECTRICAL WORK SUCH AS INSTALLATION OF ELECTRICAL FEEDERS, DISTRIBUTION PANELS, CONDUIT AND WIRE FOR

LIGHTING, RECEPTACLES AND SWITCHES, THE INSTALLATION OF CONDUIT AND WIRE FOR NEW DEVICES SUCH AS TERMINAL

UNITS, FANS, ELECTRICAL SHUTDOWN OF MULTIPLE PANELS, ETC.

• INSTALLATION OF FIRE ALARM AND SUPPRESSION SYSTEMS.

• MECHANICAL WORK SUCH AS THE INSTALLATION OF AIR HANDLING EQUIPMENT, ASSOCIATED DUCTWORK, DIFFUSERS, HEAT

EXCHANGERS, TERMINAL UNITS AND CONTROLS.

CATEGORY C

CATEGORY D

LOW RISK

PATIENT RISK GROUPS

MEDIUM RISK HIGH RISK HIGHEST RISK

• PUBLIC HALLWAYS AND

GATHERING AREAS NOT

IN CLINICAL AREAS

• OFFICE AREAS NOT IN

CLINICAL AREAS

• BREAKROOMS NOT IN

CLINICAL AREAS

• BATHROOMS OR LOCKER

ROOMS NOT IN CLINICAL

AREAS

• MECHANICAL/ELECTRICAL

ROOMS NOT IN CLINICAL

AREAS

• EMS CLOSETS NOT ON

CLINICAL UNITS

• WAITING AREAS

• CLINICAL ENGINEERING

(BIOMEDICAL/ STORAGE

CLOSETS FOR ITEMS

USED ON A CLINICAL

UNIT.)

• MATERIALS

MANAGEMENT/LOGISTICS/

TSS

• STERILE PROCESSING

DEPARTMENT – DIRTY

SIDE

• KITCHEN, CAFETERIA,

GIFT SHOP, COFFEE

SHOP, AND FOOD KIOSKS

• PATIENT CARE ROOMS AND

AREAS

• ALL ACUTE CARE UNITS,

INCLUDING MENTAL HEALTH

• ALL OUTPATIENT UNITS AND

CLINICS

• EMERGENCY DEPARTMENT

• DOMICILIARIES AND

TRANSITIONAL RESIDENCES

• EMPLOYEE HEALTH

• PHARMACY – GENERAL

WORK ZONE

• MEDICATION ROOMS AND

CLEAN UTILITY ROOMS

• IMAGING SUITES –

DIAGNOSTIC IMAGING

• LABORATORY

• ALL TRANSPLANT UNITS

• ALL INTENSIVE CARE UNITS

• ALL ONCOLOGY UNITS AND

CHEMOTHERAPY/INFUSION

CENTERS

• OR THEATERS AND

RESTRICTED AREAS

• HEMODIALYSIS UNITS

• PROCEDURAL ROOMS*

• PHARMACY COMPOUNDING

AREA

• STERILE PROCESSING

DEPARTMENT – CLEAN SIDE

• TRANSFUSION SERVICES

• IMAGING SUITES –

INTERVENTIONAL IMAGING

• DEDICATED ISOLATION

WARDS/UNITS FOR

INFECTIOUS DISEASES

RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

I

I

I

II

II

II

II

III

II

III

IV

IV

III

IV

IV

IV

CONSTRUCTION PROJECT TYPE

NOTE: AN INFECTION PREVENTION AND CONTROL PERMIT IS REQUIRED FOR LEVEL III AND LEVEL IV. CONSULT WITH INFECTION

PREVENTION AND CONTROL FOR LEVEL I AND LEVEL II.

NON-PATIENT CARE

AREAS SUCH AS:

PATIENT CARE SUPPORT

AREAS SUCH AS:

PATIENT CARE

AREAS SUCH AS:

PROCEDURAL, INVASIVE,

STERILE SUPPORT AND HIGHLY

COMPROMISED PATIENT CARE

AREAS SUCH AS:

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

EXP. 06/30/2025

EXP. 06/30/2025

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

2519 MADISON AVE, STE 100

RIVERFRONT SAFETY & HEALTH

11140 SOUTH TOWN SQUARE, STE 100

ST. LOUIS, MO 63123

(713) 864-2900

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

STRUCTURAL ENGINEER

H2B ENGINEERS

1225 N. LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

ARCH REG. NO. CA02295

ENGR REG. NO. CA7127

/4

/2

:3

:3

A

M

ICRA CONSTRUCTION DETAILS

ZDL 03 OF 24AJS

100% ISSUED FOR CONSTRUCTION

RE-ROOF PORTIONS OF

VARIOUS BUILDINGS

02/05/25

623-23-121

JACK C. MONTGOMERY VAMC

1101 HONOR HEIGHTS DRIVE

MUSKOGEE, OK 74401

GI002

1E, 24, 53, & 54

SPUR #: 2093.13

1/2" = 1'-0"

GENERAL ICRA CONSTRUCTION PLAN LAYOUT13/8" = 1'-0"

ICRA MOBILE CONTAINMENT CART23/8" = 1'-0"

SECTION AT ICRA CONSTRUCTION PLAN3

3/8" = 1'-0"

ICRA ELEVATION4

3/4" = 1'-0"

ICRA BARRIER WALL TYPES5

re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH COA REG. NO. CA02295 EXP. 06/30/2025

ENGR COA REG. NO. CA7127 EXP. 06/30/2025

CIVIL/STRUCTURAL ENGINEER

H2B

1225 NORTH LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

312 SW 25TH ST

OKLAHOMA CITY, OK 73109

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT SAFETY & HEALTH

11140 S TOWN SQUARE, STE 100

ST. LOUIS, MO 63123

(314) 917-0148

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

DRAWING NUMBER

BUILDING NUMBER

7/ 3/

:4

8:

A M

KNOWN ENVIRONMENTAL HAZARDS -

IMPACTED ROOF SYSTEMS

CD 4 OF 24JR

RE-ROOF PORTIONS OF

VARIOUS BUILDINGS

2/05/2025

623-23-121

JACK C. MONTGOMERY VAMC

1101 HONOR HEIGHTS DRIVE

MUSKOGEE, OK 74401 HA100

1E, 24, 53, & 54

SPUR #: 2093.08No. REVISION DESCRIPTION DATE

BLDG 1E ROOF

BLDG 24

ROOF ABOVE

1/8" = 1'-0"

ROOF PLAN - BUILDING 1E4

1/8" = 1'-0"

ROOF PLAN - BUILDING 53 LOW ROOF A11/8" = 1'-0"

ROOF PLAN - BUILDING 53 LOW ROOF B2

N

1/8" = 1'-0"

ROOF PLAN - BUILDING 543

KNOWN HAZARDOUS MATERIAL KEYNOTES

ON NIGHTS AND WEEKENDS, REMOVE GRAVEL BALLAST AND TAR ROOF SYSTEM ON BUILDINGS

24 AND 53A USING OUTDOOR METHODS AND MANUAL MEANS IN ACCORDANCE WITH NEA FOR

NON-FRIABLE ASBESTOS INCLUDED UNDER OSHA'S ASBESTOS RULES FOR REMOVAL. USE

TRAINED EMPLOYEES IN ACCORDANCE WITH STATE REQUIREMENTS, 8,700 SF OF ROOF

SYSTEM TOTAL. REMOVE ALL ASSOCIATED ROOFING SYSTEM COMPONENT SEALS TO INCLUDE

ITEMS SUCH AS FLASHING AND CAULK AT EQUIPMENT HUBS AND WALL EDGES, SCUPPERS,

PENETRATIONS, SUPPORTS, DRAINS, VENTS AND PARAPET WALL COVERING AND UNDERLYING

INSULATION TO BARE CONCRETE DECK BELOW. COORDINATE SEQUENCES OF REMOVAL TO

MITIGATE POTENTIAL FOR WATER INTRUSION. WORK TO INCLUDE A MINIMUM OF 2

MOBILIZATIONS. REFER TO PROJECT DRAWINGS FOR THROUGH ROOF PENETRATIONS,

DESCRIPTION OF ROOF MATRIX, LOCATIONS AND EXTENTS.

SUSPECT ROOFING MATERIALS ON THESE OTHER BUILDINGS WERE NON-DETECTED FOR

ASBESTOS. IF, DURING THE COURSE OF CONSTRUCTION, ADDITIONAL SUSPECT MATERIALS

ARE UNCOVERED, STOP WORK AND REPORT TO COR IMMEDIATELY. REFER TO

ENVIRONMENTAL PROJECT NARRATIVE WITH ASSOCIATED TABLES FOR SUSPECT MATERIALS

IDENTIFIED AND TESTED.

STRUCTURAL STEEL BEAM WITH LBP, PROTECT AS NECESSARY.

A1

A2

A2

A2

A1

B24 ROOF

ACCESS

BUILDING

24 ROOF

BLDG 1E

ROOF

BELOW

1/8" = 1'-0"

ROOF PLAN - BUILDING 245

A1

L1

100% ISSUED FOR CONSTRUCTION

A2

L1

VISUAL KEY

AREAS WITH KNOWN ASBESTOS ROOFING MATERIALS

N N

N

GENERAL NOTES

THE STRUCTURAL DRAWINGS DEPICT THE STRUCTURE IN ITS FINAL CONSTRUCTED CONFIGURATION.

NEITHER CONSTRUCTION MEANS AND METHODS NOR CONSTRUCTION SAFETY ARE PART OF THE

STRUCTURAL ENGINEER’S EXPERTISE OR SCOPE OF WORK. THE GENERAL CONTRACTOR AND THEIR

SUBCONTRACTORS ARE FULLY RESPONSIBLE FOR THE MEANS AND METHODS USED TO CONSTRUCT

THE STRUCTURE AND FOR FULL COMPLIANCE WITH ALL JOB SAFETY RELATED REGULATIONS AND CONDITIONS AT THE SITE. LIMITED SITE VISITS, IF ANY, BY THE STRUCTURAL ENGINEER ARE SOLELY

TO OBSERVE COMPLETED PARTS OF THE STRUCTURE. THE STRUCTURAL ENGINEER IS NEITHER

QUALIFIED TO OBSERVE NOR COMMENT ON CONSTRUCTION MEANS AND METHODS AND JOB SITE

SAFETY.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO

FABRICATION/CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT OF ANY

DISCREPANCIES PRIOR TO FABRICATION/CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL

WORK FITTING AS INTENDED BY THE DRAWINGS AND SPECIFICATIONS.

PRINCIPAL OPENINGS ARE SHOWN ON THE DRAWINGS. SEE ARCHITECTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, CURBS, INSERTS, DEPRESSIONS, ETC NOT SHOWN.

ALL DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE. DETAILS SHALL APPLY TO SIMILAR AND LIKE

CONDITIONS.

SHOP DRAWINGS SHALL BE NEW DRAWINGS PRODUCED BY THE CONTRACTOR, ILLEGIBLE

REPRODUCTIONS OF THE DESIGN DRAWINGS WILL BE REJECTED. ELECTRONIC FILES MAY BE

REQUESTED FROM THE ENGINEER OF RECORD FOR THE PURPOSE OF PREPARING SHOP DRAWINGS.

THE CONTRACTOR WILL BE REQUIRED TO SIGN AN INDEMNITY STATEMENT PRIOR TO TRANSMISSION

OF THE ELECTRONIC FILES TO THE CONTRACTOR. THE USE OF REPRODUCTIONS OF THESE

CONTRACT DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR

MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES THEIR ACCEPTANCE OF ALL INFORMATION SHOWN HEREIN AS CORRECT, AND OBLIGATES THEMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS OR OMISSIONS THAT MAY OCCUR HEREIN.

THIS PROJECT CONSISTS OF A MODIFICATION TO AN EXISTING BUILDING. INFORMATION ON EXISTING

CONDITIONS HAS BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS AND SHOWN ON THESE

DRAWINGS. THESE DRAWINGS WERE ASSUMED TO BE “AS-BUILT” DRAWINGS SINCE EXISTING

CONDITIONS WERE NOT ACCESSIBLE OR SINCE FIELD OBSERVATION OF EXISTING CONDITION IS

BEYOND THE ENGINEER’S SCOPE OF WORK DURING THE DESIGN PHASE OF THIS PROJECT. THE

ACCURACY OF THIS INFORMATION HAS NOT BEEN VERIFIED.

BUILDING CODE: INTERNATIONAL BUILDING CODE, 2024 EDITION; MINIMUM DESIGN

LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES,

ASCE 7-22.

DEAD LOAD:

ANY CHANGES IN CONSTRUCTION MATERIALS FROM THOSE SHOWN ON

THE ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE REPORTED BY

THE CONTRACTOR TO THE STRUCTURAL ENGINEER FOR VERIFICATION OF

LOAD CARRYING CAPACITY OF THE STRUCTURE.

LIVE LOAD:

ROOF: 20 PSF

GUARDRAILS: 200 LB CONCENTRATED LOAD, 50 PLF UNIFORM

LOAD

LIVE LOAD REDUCTIONS HAVE BEEN APPLIED IN ACCORDANCE WITH THE

BUILDING CODE, UNLESS NOTED OTHERWISE.

WIND LOAD:

INTERNATIONAL BUILDING CODE, 2024 EDITION

VELOCITY (ULT) : 119 MPH THREE SECOND GUST

EXPOSURE: C

RISK CATEGORY: IV

INTERNAL PRESSURE COEFFICIENT, Gcpi: +/- 0.18 TERRAIN FACTOR Kzt; 1.55 GROUND ELEVATION FACTOR Ke: 0.97

EFFECTIVE WIND AREA ft²

20 ft² 50 ft² 100 ft²

ZONE

+/- 81

COMPONENTS AND CLADDINGROOF DESIGN GROSS

PRESSURES, WIND ONLY (PSF)

+/- 107

+/- 140

+/- 74

+/- 98

+/- 123

+/- 68

+/- 90

+/- 107 a = 11'-0"

SEISMIC LOAD:

RISK CATEGORY: IV

SEISMIC IMPORTANCE FACTOR (I): 1.5

MAPPED SPECTRAL RESP ACCEL (Ss/S1): 0.2g/0.087g

SITE CLASS: D

SPECTRAL RESPONSE COEFF (Sds/Sd1): 0.17g/0.12g

SEISMIC DESIGN CATEGORY: C

1' +/- 50 +/- 50 +/- 50

1' a a a a

STRUCTURAL STEEL

1. ALL STRUCTURAL STEEL DESIGN, DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO

LOAD RESISTANCE FACTOR DESIGN (LRFD) ACCORDING TO THE LATEST AISC SPECIFICATION.

2. ALL WELDING SHALL CONFORM TO THE STANDARDS OF THE LATEST EDITION OF THE STEEL

CONSTRUCTION MANUAL OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AND THE

AMERICAN WELDING SOCIETY ANSI/AWS D1.1 STRUCTURAL WELDING CODE-STEEL. WELDING OF

REINFORCING BARS SHALL COMPLY TO THE AMERICAN WELDING SOCIETY AWS D.1.4. SHORT

CIRCUIT TRANSFER FOR THE GAS METAL ARC WELDING PROCESS IS NOT PERMITTED.

3. ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL BE CLASS E70XX. ELECTRODES FOR MOMENT CONNECTIONS SHALL BE CLASS E7018 WITH A CHARPY TOUGHNESS OF AT LEAST 20 FT-

LBS AT -20 DEGREES FAHRENHEIT.

4. ALL STRUCTURAL STEEL ROLLED SHAPES SHALL CONFORM TO ASTM A992, AND ALL ANGLES, BARS, CHANNELS AND PLATES SHALL CONFORM TO ASTM A36. ALL SQUARE AND RECTANGULAR TUBE (Fy 46KSI) SHALL CONFORM TO ASTM A500 GRADE B AND ROUND PIPES (Fy 36KSI) SHALL CONFORM TO ASTM A53 GR B. ALL COLD-FORMED GIRTS AND PURLINS SHALL CONFORM TO ASTM A570M GR 55.

5. TYPICAL CONNECTIONS ARE INDICATED ON THE DRAWINGS.

6. ALL MISCELLANEOUS WELDS (FIELD OR SHOP) SHALL BE MINIMUM SIZE FILLET ALL AROUND IN

ACCORDANCE WITH AISC 360. WELDING OF CONTINUOUS MEMBERS SHALL BE A MINIMUM OF 2

INCHES OF 3/16 INCH FILLET STITCH WELDS AT 12 INCHES OC, STAGGERED EACH SIDE, UNLESS

OTHERWISE NOTED. COLUMN BASE PLATES, CAP PLATES AND STIFFENER PLATES SHALL BE

WELDED ALL AROUND.

7. ALL CONNECTION BOLTS FOR STRUCTURAL STEEL MEMBERS SHALL CONFORM TO ASTM F3125, GRADE A325, TYPE 1 EXCEPT WHERE NOTED OTHERWISE. MINIMUM SIZE SHALL BE 3/4 INCH

DIAMETER UNLESS NOTED OTHERWISE. BOLTS SHALL BE DIRECT TENSION INDICATING BOLTS

CONFORMING TO ASTM F3125, GRADE F1852 WITH HARDENED WASHERS UNDER THE NUT AND

SACRIFICIAL SPLINES. HEX NUTS SHALL CONFORM TO ASTM A563 AND WASHERS SHALL CONFORM

TO ASTM F436.

8. ALL STRUCTURAL STEEL WHICH IS OUTSIDE THE BUILDING ENVELOPE SHALL BE HOT DIPPED GALVANIZED. ZINC COATING SHALL MEET THE REQUIREMENTS OF ASTM 123-73, WITH A MINIMUM COATING GRADE OF GR60 AND SHALL BE APPLIED AFTER FABRICATION. ALL FIELD WELDS SHALL

BE GROUND SMOOTH AND TOUCHED UP WITH ZINC RICH PAINT.

9. THE GENERAL CONTRACTOR AND THEIR SUBCONTRACTOR’S SHALL COMPLY TO OSHA 29 CFR 1926

SUBPART R, SAFETY STANDARDS FOR STEEL ERECTION.

10. AS SCOPE AND PERFORMANCE DOCUMENTS, THE DRAWINGS AND SPECIFICATIONS DO NOT

INDICATE OR DESCRIBE ALL OF THE WORK REQUIRED FOR THE PERFORMANCE AND COMPLETION

OF THIS WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE FABRICATION AND

INSTALLATION OF ALL MISCELLANEOUS METAL ITEMS INDICATED, DESCRIBED, OR IMPLIED ON THE STRUCTURAL AND/OR THE ARCHITECTURAL DRAWINGS. MISCELLANEOUS STEEL ITEMS, WITHIN AN ASSEMBLY AND NOT ATTACHED TO THE STRUCTURE, ARE THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR AND THEIR SUBCONTRACTORS WHETHER THEY ARE SHOWN OR NOT SHOWN ON

THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUCH ASSEMBLIES INCLUDE BUT ARE NOT

LIMITED TO, EXTERIOR AND INTERIOR WALL ASSEMBLIES, CEILING ASSEMBLIES, PARTITION

ASSEMBLIES, SHELF AND CABINET ASSEMBLIES AND ALL OTHER SIMILAR ASSEMBLIES. ANY

MISCELLANEOUS METAL ITEMS INDICATED ON THE ARCHITECTURAL DRAWINGS AND NOT SHOWN

ON STRUCTURAL DRAWINGS SHALL BE A MINIMUM OF L4x4x1/2”, C7x9.8, 3/8” PLATE OR HSS4x4x3/8”

UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER.

11. DECK SHALL BE CORRUGATED DECK CONFORMING TO ASTM A653 WITH Fy=50 KSI. DECK SHALL BE GALVANIZED, CONFORMING TO ASTM A924, WITH A MINIMUM ZINC COATING GRADE OF G60.