504-20-105 Drawings.pdf

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

OCMI

6110 EXECUTIVE BLVD.

SUITE 200

ROCKVILLE, MD 20852

202-229-0530

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD.

SUITE 320

FULTON, MD 20759

202-655-4035

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

THOMAS E. CREEK VA MEDICAL CENTER

6010 West Amarrilo Blvd.

Amarillo, TX 79106

2345678910111213141516

B

C

D

E

F

G

H

J

K

12345678910111213141516

SEALED WITH SIGNATURE

05/26/2023

504-20-105

JSAL

UPGRADE FIRE ALARM SYSTEM AT

THOMAS E. CREEK

VA MEDICAL CENTER

BID SET SUBMISSION

COVER SHEET

GI100

-2

-1

G I1

.p d f

Department of Veterans Affairs

UPGRADE FIRE ALARM SYSTEM

THOMAS E. CREEK VA MEDICAL CENTER

6010 West Amarrilo Blvd.

Amarillo, TX 79106

LOCATION MAP DRAWING LIST PROJECT DIRECTORY

Medical Center Director

Director of Facility Management Service

Medical Director

Project COR

Project CO

Infection Control

Safety Officer

CONTRACTING OFFICER REPRESENTATIVE (COR)

Andrew Wieck

Thomas E. Creek VAMC 6010 West Amarrilo Blvd.

Amarillo, TX 79106

PHONE: (806) 673-8618

andrew.weick@va.gov

ARCHITECT

CB DESIGN GROUP, INC

Att: Arnaud Longeau 421 King St. Suite 301 Alexandria, VA 22314

PHONE: (888) 585-CBDG (2234)

alongeau@cbdg-ae.com

MEP/FP/STRUCTURAL ENGINEER

COFFMAN ENGINEERS

Att: Chris Butterworth 8171 Maple Lawn Blvd. Suite 320 Fulton, MD 20759

PHONE: (202) 655-4035

chris.butterworth@coffman.com

CONTRACTING OFFICER (CO)

Joyce Mills

Central Texas Veterans Health Care System 2002 Scott Blvd Temple, TX 76504

PHONE: (254) 899-6026

joyce.mills@va.gov

APPROVALS

BID SET SUBMISSION

NOT TO SCALE TRUE NORTH

FA2.21 BUILDING 33, 1ST FLOOR FIRE ALARM NEW WORK PLAN

FA2.22 BUILDING 44, 1ST & 2ND FLOOR FIRE ALARM NEW WORK PLAN

FA2.23 BUILDING 45, 1ST FLOOR FIRE ALARM NEW WORK PLAN

FA2.24 BUILDING 46, 1ST & 2ND FLOOR FIRE ALARM NEW WORK PLAN

FA2.25 BUILDING 48, 1ST & 2ND FLOOR FIRE ALARM NEW WORK PLAN

FA2.26 BUILDING 49, FIRE ALARM NEW WORK PLAN

FA2.27 BUILDING 53, 1ST & 2ND FLOOR FIRE ALARM NEW WORK PLAN

FA2.28 BUILDING 54, 1ST FLOOR FIRE ALARM NEW WORK PLAN

FA2.29 BUILDING 32, 34, 35, 37, 39 & 56 FIRE ALARM NEW WORK PLAN

FA1.16 BUILDING 28, 3RD FLOOR FIRE ALARM DEMOLITION PLAN

FA1.17 BUILDING 28, PENTHOUSE & 4TH FLOOR FIRE ALARM DEMOLITION PLAN

FA1.18 BUILDING 29, 1ST FLOOR FIRE ALARM DEMOLITION PLAN

FA1.19 BUILDING 29, 2ND FLOOR FIRE ALARM DEMOLITION PLAN

FA1.20 BUILDING 29, BASEMENT FIRE ALARM DEMOLITION PLAN

FA1.21 BUILDING 33, 1ST FLOOR FIRE ALARM DEMOLITION PLAN

FA1.22 BUILDING 44, 1ST & 2ND FLOOR FIRE ALARM DEMOLITION PLAN

FA1.23 BUILDING 45, 1ST FLOOR FIRE ALARM DEMOLITION PLAN

FA1.24 BUILDING 46, 1ST & 2ND FLOOR FIRE ALARM DEMOLITION PLAN

FA1.25 BUILDING 48, 1ST & 2ND FLOOR FIRE ALARM DEMOLITION PLAN

FA1.26 BUILDING 49, 1ST FLOOR FIRE ALARM DEMOLITION PLAN

FA1.27 BUILDING 53, 1ST & 2ND FLOOR FIRE ALARM DEMOLITION PLAN

FA1.28 BUILDING 54, 1ST FLOOR FIRE ALARM DEMOLITION PLAN

FA1.29 BUILDING 32, 34, 35, 37, 39 & 56 FIRE ALARM DEMOLITION PLAN

FA2.0 BUILDING 1, 1ST FLOOR FIRE ALARM NEW WORK PLAN

FA2.1 BUILDING 1, 2ND FLOOR FIRE ALARM NEW WORK PLAN

FA2.2 BUILDING 1, 3RD FLOOR FIRE ALARM NEW WORK PLAN

FA2.3 BUILDING 1, 4TH FLOOR FIRE ALARM NEW WORK PLAN

FA2.4 BUILDING 1, 5TH FLOOR FIRE ALARM NEW WORK PLAN

FA2.5 BUILDING 4, ATTIC, 1ST & 2ND FLOOR FIRE ALARM NEW WORK PLAN

FA2.6 BUILDING 7, BASEMENT, 1ST & 2ND FLOOR FIRE ALARM NEW WORK PLAN

FA2.7 BUILDING 8, 1ST FLOOR FIRE ALARM NEW WORK PLAN

FA2.8 BUILDING 9, 1ST FLOOR FIRE ALARM NEW WORK PLAN

FA2.9 BUILDING 10, 1ST FLOOR FIRE ALARM NEW WORK PLAN

FA2.10 BUILDING 11, 14, 19, & 21 FIRE ALARM NEW WORK PLAN

FA2.11 BUILDING 12 & 13 FIRE ALARM NEW WORK PLAN

FA2.12 BUILDING 20 & 36 FIRE ALARM NEW WORK PLAN

FA2.13 BUILDING 26 & 30 FIRE ALARM NEW WORK PLAN

FA2.14 BUILDING 28, 1ST FLOOR FIRE ALARM NEW WORK PLAN

FA2.15 BUILDING 28, 2ND FLOOR FIRE ALARM NEW WORK PLAN

FA2.16 BUILDING 28, 3RD FLOOR FIRE ALARM NEW WORK PLAN

FA2.17 BUILDING 28, PENTHOUSE & 4TH FLOOR FIRE ALARM NEW WORK PLAN

FA2.18 BUILDING 29, 1ST FLOOR FIRE ALARM NEW WORK PLAN

FA2.19 BUILDING 29, 2ND FLOOR FIRE ALARM NEW WORK PLAN

FA2.20 BUILDING 29, BASEMENT FIRE ALARM NEW WORK PLAN

GENERAL INFORMATION

GI100 COVER SHEET

GI200 SYMBOLS & ABBREVIATIONS

GI300 GENERAL NOTES & REFERENCES

GI301 UL ASSEMBLY REFERENCE FOR BASIS OF DESIGN

GI302 UL ASSEMBLY REFERENCE FOR BASIS OF DESIGN

ELECTRICAL

E0.0 ELECTRICAL GENERAL NOTES

E2.0 BUILDING 1, 1ST FLOOR ELECTRICAL NEW WORK PLAN

E2.1 BUILDING 7, BASEMENT ELECTRICAL NEW WORK PLAN

E2.2 BUILDING 9, 1ST FLOOR ELECTRICAL NEW WORK PLAN

E2.3 BUILDING 11 & 19 ELECTRICAL NEW WORK PLAN

E2.4 BUILDING 28, 1ST FLOOR ELECTRICAL NEW WORK PLAN

E2.5 BUILDING 35, 1ST FLOOR ELECTRICAL NEW WORK PLAN

FIRE PROTECTION

FA0.0 FIRE ALARM COVER SHEET, INDEX AND NOTES

FA0.1 FIRE ALARM LEGEND, DETAILS, AND EXISTING EVACUATION SEQUENCE

FA0.2 EXISTING CAMPUS FIRE ALARM NETWORK

FA0.3 NEW CAMPUS FIRE ALARM NETWORK

FA0.4 CONCEPTUAL RISER DIAGRAMS AND SEQUENCE OF OPERATIONS

FA0.5 CONCEPTUAL OUTBUILDING CONNECTION DIAGRAMS

FA1.0 BUILDING 1, 1ST FLOOR FIRE ALARM DEMOLITION PLAN

FA1.1 BUILDING 1, 2ND FLOOR FIRE ALARM DEMOLITION PLAN

FA1.2 BUILDING 1, 3RD FLOOR FIRE ALARM DEMOLITION PLAN

FA1.3 BUILDING 1, 4TH FLOOR FIRE ALARM DEMOLITION PLAN

FA1.4 BUILDING 1, 5TH FLOOR FIRE ALARM DEMOLITION PLAN

FA1.5 BUILDING 4, ATTIC, 1ST & 2ND FLOOR FIRE ALARM DEMOLITION PLAN

FA1.6 BUILDING 7, BASEMENT, 1ST & 2ND FLOOR FIRE ALARM DEMOLITION PLAN

FA1.7 BUILDING 8, 1ST FLOOR FIRE ALARM DEMOLITION PLAN

FA1.8 BUILDING 9, 1ST FLOOR FIRE ALARM DEMOLITION PLAN

FA1.9 BUILDING 10, 1ST FLOOR FIRE ALARM DEMOLITION PLAN

FA1.10 BUILDING 11, 14, 19, & 21 FIRE ALARM DEMOLITION PLAN

FA1.11 BUILDING 12 & 13 FIRE ALARM DEMOLITION PLAN

FA1.12 BUILDING 20 & 36 FIRE ALARM DEMOLITION PLAN

FA1.13 BUILDING 26 & 30 FIRE ALARM DEMOLITION PLAN

FA1.14 BUILDING 28, 1ST FLOOR FIRE ALARM DEMOLITION PLAN

FA1.15 BUILDING 28, 2ND FLOOR FIRE ALARM DEMOLITION PLAN

WOOD

ALUMINUM

STEEL

EARTH

CONCRETE MASONRY UNITS

RIGID INSULATION

CONCRETE

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

BRICK

WOOD-FINISHED

WOOD ROUGH

PLYWOOD

GYPSUM - PLASTER

ACOUSTIC TILE

CAST STONE

ALL METALS - SMALL SCALE

GLASS - LARGE SCALE

BATT INSULATION

CERAMIC TILE

CARPET

GRAVEL

CENTER LINE

DETAIL INDICATOR

DETAIL INDICATIOR

DIMENSION LINE

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

SECTION INDICATOR

TYPICAL DETAIL INDICATOR

COLUMN GRID

KEYNOTE

NORTH ARROW

A

DETAIL NUMBER

SHEET WHERE

DRAWN

XXxxx

XXxxx

X

DRAWING TITLE

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

1 1/2"

XXxxx

XXxxx

XXxxx

REVISION

REVISION CLOUD

NORTH

BREAK LINE

DEMOLITION KEYNOTE

A

XXxxx

D

BC

COLUMN NUMBER

COLUMN LETTER

XXxxx

ELEVATION NUMBER

SHEET WHERE

DRAWN

ELEVATION NUMBER

SHEET WHERE

DRAWN

ELEVATION NUMBER

SHEET WHERE

DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

SHEET WHERE DRAWN

SHEET WHERE

DRAWN

ELEVATION NUMBER

DOOR / BORROWED LIGHT TAG

FURNITURE, FIXTURE, & EQUIPMENT TAG

WALL/PARTITION TAG

x'-x" VERTICAL HEIGHT INDICATOR

ROOM NAME

3333333333

150 SF

500 SF

ROOM NAME

150 SF

A3

ROOM NUMBER

ROOM AREA

PROGRAM AREA

D1

E EAST, EXISTING

EA EXHAUST AIR, EACH

EC EPOXY COATING

EFS EXTERIOR FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ERF EPOXY RESIN FLOORING

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXIST EXISTING

EXP EXPANSION, EXPOSED DIVIDER STRIPS

EXT EXTERIOR

FA FIRE ALARM

FB FACE BRICK

FC FLUOROCARBON

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FG FOOT GRILLE

FHC FIRE HOSE CABINET

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

FM FLOOR MATS & FRAMES

FO __ FACE OF __

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FP FOLDING PANEL PARTITION

FPRF FIREPROOF(ING)

FR FIRE RATING, FRAME

FRMG FRAMING

FS FULL SIZE, FEATURE STRIPS

FT FOOT OR FEET, FLOOR TILE MOSAIC

FTCT CERAMIC MOSAIC TILE

FTG FOOTING

FUR FURRING

FUT FUTURE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GCMU GLAZED FACE CMU

GD GUARD

GL GLASS

GND GROUND

GR GRADE

GT GRANITE

GUMU GLASS MASONRY UNIT

GWB GYPSUM WALLBOARD

GYP BD GYPSUM WALLBOARD

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HPDL PLASTIC LAMINATE

HR HANDRAIL, HOUR

HSPL HIGH STRENGTH PLASTER

HT HEIGHT

HVAC HEATING, VENTILATION, AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER /

DIMENSION

IN INCH

INCL INCLUDE(D)

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KC PLASTER KEENE CEMENT

KP KICK PLATE

KO KNOCKOUT

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUND

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LG LONG

LH LEFT HAND

LIN LINEAR

LIQ LIQUID

LKR LOCKER

LL LEAD LINED

LLV LONG LEG VERTICAL

LM LATEX MASTIC FLOORING

LMC LINEAR METAL CEILING

LP LOW POINT

LRG LARGE

LT LIGHT

LT WT LIGHTWEIGHT

LVR LOUVER

LWC LINEAR WOOD CEILING

M MORTAR

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB MARBLE

MC MULTI-COLOR COATING

MECH MECHANICAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP MOP PLATE

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NF NATURAL FINISH

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OFF OFFICE

OH OPPOSITE HAND, OVERHEAD

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

P PAINT

PAV PAVING

PC PRECAST CONCRETE

PCT PORTLAND CEMENT TERRAZZO

PFW POLYPROPYLENE FABRIC WALLCOVERING

PL PLATE, PLASTER

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PMF PREMOLDED FILLER, PERFORATED METAL

FACING (TILE OR PANELS)

PPT PORCELAIN PAVER TILE

PR PAIR

PT POINT

PTN PARTITION

PVT PAVER TILE

QT QUARRY TILE

R RADIUS, RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE, RUBBER BASE

RCP REFLECTED CEILING PLAN,

RADIANT CEILING PANEL SYSTEM

RD ROOF DRAIN

REF REFERENCE

REFR REFRIGERATOR

REQ'D REQUIRED

REV REVISION

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RL ROOF LEADER

RM ROOM

RO ROUGH OPENING

RST RESILIENT STAIR TREAD

RT RUBBER TILE FLOORING

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SC SOLID CORE, HIGH GLAZED COATING,

STRUCTURAL CLAY

SCHED SCHEDULE

SCT FACING TILE

SDG SUSPENSION DECORATIVE GRIDS

SECT SECTION

SF SQUARE FEET, STONE FLOORING

SFTU GLAZED STRUCTURAL FACING TILE

SH SPRINKLER HEAD

SHT SHEET

SIM SIMILAR

SLG SPANDREL GLASS

SM SMOKE

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

ST STAIN

STA STATION

STD STANDARD

STO STORAGE

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEMP TEMPERED

TGC TEXTURED GYPSUM CEILING PANEL

THK THICK

TIL TECHNICAL INFORMATION LIBRARY (VA)

TMC TEXTURED METAL CEILING PANEL

TOC TOP OF CONCRETE

TOP TOP OF PAVEMENT

TOS TOP OF STEEL

TOW TOP OF WALL

TST THIN SET TERRAZZO

TT TERRAZZO TILE

TV TELEVISION

TYP TYPICAL

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER, VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VP VENEER PLASTER

VSF VINYL SHEET FLOORING

VTR VENT THRU ROOF

W WEST, VINYL COATED FABRIC

WALLCOVERING

W/ WITH

WB WALL BORDER

WD WOOD

WF FABRIC WALLCOVERING

W/O WITHOUT

WP WATERPROOF

WSF VINYL SHEET FLOORING (WELDED SEAMS)

WT WEIGHT

WWF WELDED WIRE FRAME

NOTES

1. ALL ABBREVIATIONS SHOWN MAY NOT BE USED ON THIS PROJECT.

2. CERTAIN COMMON ABBREVIATIONS MAY NOT BE SHOWN.

3. TEXT IN BOLD DENOTES ABBREVIATIONS FROM THE TIL.

L

& AND

@ AT

C CENTERLINE

# NUMBER, POUND

AA ANODIZED ALUMINUM, NATURAL FINISH

AAC ANODIZED ALUMINUM, COLORED

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABV ABOVE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJUSTABLE

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFP ACCORDION FOLDING PARTITION

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

ALT ALTERNATE

ALUM ALUMINUM

AMP ACOUSTICAL METAL PLAN CEILING

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AT ACOUSTICAL CEILING TILE

AT (SP) ACOUSTICAL CEILING, SPECIAL FACED

AUTO AUTOMATIC

AVG AVERAGE

AWF ACOUSTICAL WALLCOVERING

AWP ACOUSTICAL WALL PANEL

AWT ACOUSTICAL WALL TREATMENT

BD BOARD

BE BAKED ON ENAMEL

BEL BELOW

BF BRICK FLOORING

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT BOTTOM

BP BRICK PAVING

BR BUMPER RAIL, BRICK FACE

BRG BEARING

BRK BRICK

C, CONC CONCRETE

CAB CABINET

CAF CARPET ATHLETIC FLOORING

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CEM CEMENT

CG CORNER GUARD

CGFB CERAMIC GLAZED FACING BRICK

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CLOSET

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

COL COLUMN

CONF CONFERENCE

CONT CONTINUOUS

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CARPET

CPT CARPET MODULE TILE

CT CERAMIC TILE

CU CUBIC

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DN DOWN

DO DOOR OPENING

DOZ DOZEN

DP DAMPPROOFING

DR DOOR

DS MB DIVIDER STRIPS, MARBLE

DWG DRAWING

DWGS DRAWINGS

DWR DRAWER

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

OCMI

6110 EXECUTIVE BLVD.

SUITE 200

ROCKVILLE, MD 20852

202-229-0530

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD.

SUITE 320

FULTON, MD 20759

202-655-4035

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

THOMAS E. CREEK VA MEDICAL CENTER

6010 West Amarrilo Blvd.

Amarillo, TX 79106

2345678910111213141516

B

C

D

E

F

G

H

J

K

12345678910111213141516

SEALED WITH SIGNATURE

05/26/2023

504-20-105

JSAL

UPGRADE FIRE ALARM SYSTEM AT

THOMAS E. CREEK

VA MEDICAL CENTER

BID SET SUBMISSION

SYMBOLS & ABBREVIATIONS

GI200

-2

-1

G I2

.p d f

SYMBOLS OF MATERIALS DRAWING KEY ARCHITECTURAL ABBREVIATIONS

G1 ITEMS AND CONDITIONS NOTED, DETAILED, OR OTHERWISE IDENTIFIED ON DRAWINGS ARE APPLICABLE AND BINDING TO SIMILAR CONDITIONS ON ALL DRAWINGS. FOR CONDITIONS NOT NOTED OR NOT DETAILED, PROVIDE MATERIALS OF EQUAL QUALITY AND PERFORMANCE TO OTHER SIMILAR CONDITIONS

ON THE JOB.

G2 SECTIONS SHOWN ARE INTENDED TO SHOW THE SPECIFIC CONSTRUCTION WHERE INDEXED AS WELL AS ESTABLISH THE GENERAL CONSTRUCTION DETAILS FOR SECTIONS THROUGHOUT THE PROJECT WHICH DO NOT HAVE SPECIFIC SECTIONS DRAWN. THE MOST SIMILAR SECTION SHALL BE ADAPTED TO ANY SECTION NOT DETAILED. ANY SPECIFIC QUESTIONS CONCERNING CONSTRUCTION NOT ADEQUATELY COVERED BY THE ABOVE SHOULD BE DIRECTED TO

THE ARCHITECT DURING THE BID PERIOD.

G3 ALL CONSTRUCTION IS TO BE ASSUMED NEW AND FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS NOTED OTHERWISE.

G4 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR NOTES PERTAINING TO THEIR PARTICULAR TRADES. COORDINATE THE WORK OF ALL TRADES AND REPORT TO THE ARCHITECT ANY PERCEIVED DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING SEQUENCES OF CONSTRUCTION AND MEANS AND METHODS FOR HOW TO PERFORM THE WORK REQUIRED IN THE CONTRACT DOCUMENTS. ALL CONTRACTORS SHALL CAREFULLY REVIEW ALL EXISTING CONDITIONS AND DETERMINE THE MOST FEASIBLE SEQUENCE FOR PERFORMING THE NEW WORK SO AS TO AVOID CONFLICTS IN THE FIELD.

G5 ANY AREAS OR SPACES NOT CLEARLY DEFINED OR INDICATED BY NOTES SHALL BE OF SAME MATERIAL AND FINISH AS AREAS OF SIMILAR USE OR FUNCTION

ELSEWHERE IN THE BUILDING.

G6 WALL AND CEILING FINISHES SHALL INCLUDE PROJECTIONS, BEAM ENCLOSURES, RECESSES, BULKHEADS, PILASTERS AND OTHER SIMILAR ITEMS.

G7 ALL APPURTENANCES BUILT INTO OR THROUGH WALLS, INCLUDING DOORS, WINDOWS, DUCTS, FRAMES, LOUVERS, GRILLES, MECHANICAL WORK, ETC., SHALL FIT SNUGLY AND BE THOROUGHLY SEALED AROUND PERIMETERS. INSTALL FIRE SEALANT AROUND ALL PENETRATIONS THROUGH FLOORS, FIRE RATED WALLS AND SMOKE PARTITIONS. WORK AT EXTERIOR WALLS SHALL BE FLASHED OR OTHERWISE WATERPROOF SEALED.

G8 FIELD CHECK ROUGH AND/OR FINISHED DIMENSIONS FOR ACCURATE FITTING OF CABINETS, COUNTERS, STOREFRONT, DOORS, FRAMES, FIXTURES, MILLWORK AND ALL OTHER INSTALLATIONS PRIOR TO SHOP OR FACTORY FABRICATION. PROVIDE AND INSTALL NECESSARY FILLER STRIPS, SCRIBE STRIPS, BASES, CLOSURES, FINISHES AND TRIM TO COMPLETE SUCH INSTALLATIONS. DIMENSIONS OF SUCH INSTALLATIONS SHALL BE CONSIDERED "NOMINAL".

CONTRACTORS SHALL ACCOUNT FOR ALL MANUFACTURER'S REQUIRED TOLERANCES, CLEARANCES AND SHIM SPACE TO ENSURE PROPER INSTALLATION

OF THE NEW WORK.

G9 SEE EQUIPMENT PLANS AND FLOOR PLANS FOR CASEWORK, CABINETS, MILLWORK AND OTHER BUILT-IN ITEMS. COORDINATE WITH MEP DRAWINGS FOR

SINKS, OUTLETS, AND OTHER ITEMS TO BE BUILT INTO SUCH ITEMS.

G10 IF A DISCREPANCY APPEARS TO EXIST BETWEEN DRAWINGS OF DIFFERENT SCALES, CONSULT ARCHITECT FOR CLARIFICATION.

G11 IF A DISCREPANCY APPEARS TO EXIST BETWEEN DRAWINGS AND/OR SPECIFICATIONS, THE MORE STRINGENT (TYPICALLY THE MORE COSTLY) REQUIREMENT SHALL APPLY. ITEMS DESCRIBED ON DRAWINGS, BUT NOT SPECIFIED, SHALL BE PROVIDED. CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT AN RFI TO SEEK CLARIFICATION OF ANY PERCEIVED DISCREPANCY DURING BID PHASE.

G12 WRITTEN INFORMATION ON DRAWINGS TAKES PRECEDENT OVER DRAWING LINES.

G13 IN THE ABSENCE OF A WRITTEN DIMENSION, OR IN CASE OF DOUBT AS TO THE PROPER MEASUREMENT, CONSULT ARCHITECT. DO NOT SCALE DRAWINGS.

ASSUMPTIONS MADE, OR ACTIONS TAKEN, BASED ON SCALED DIMENSIONS SHALL BE AT THE CONTRACTOR'S RISK AND ANY RESULTING CORRECTIONS

SHALL BE PERFORMED BY CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

G14 EACH CONTRACTOR OR SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE WORK OF OTHER TRADES SHOWN THROUGHOUT THE COMPLETE SET OF CONTRACT DOCUMENTS. CHANGES RESULTING FROM A CONTRACTOR OR SUB-CONTRACTOR'S FAILURE TO OBTAIN AND REVIEW A COMPLETE SET OF CONTRACT DOCUMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

G15 AT ALL CHANGES IN FLOOR FINISHES, PROVIDE AND INSTALL AN APPROPRIATE TRANSITION STRIP AS SHOWN ON THE DRAWINGS.

G16 CONSULT HVAC AND ELECTRICAL DRAWINGS FOR LOCATIONS AND DESCRIPTIONS OF ACCESS PANELS, LOUVER OPENINGS, VENTILATORS, GRILLES, VALVE CABINETS, FIRE DAMPERS OR OTHER APPURTENANCES AFFECTING WALLS, CEILINGS OR FLOORS AND PROVIDE NECESSARY LINTELS, SUPPORT OR A

NCHORING.

G17 ELECTRIC SWITCHES, OUTLETS, THERMOSTATS, CONTROLS, CLOCKS, SPEAKERS, OR OTHER WALL-MOUNTED ACCESSORIES SHALL BE INSTALLED IN LOCATIONS WHICH ARE UNOBSTRUCTED BY CABINETS, COUNTERS, RACKS, MARKER AND TACKBOARDS, FIXTURES, SHELVING OR OTHER FURNISHING OR EQUIPMENT DESIGNATED FOR SPACES SHOWN ON DRAWINGS. ITEMS FOR WALL-MOUNTING ARE NOT TO BE INSTALLED ON, THROUGH, OR INTO, ANY

EQUIPMENT OTHER THAN WALLS, UNLESS SPECIFICALLY NOTED OTHERWISE.

G18 ELECTRICAL OUTLETS, CLOCKS, P.A. SPEAKERS, PULL STATIONS, EXIT SIGNS, OR OTHER DEVICES SHOWN DIAGRAMMATICALLY ON THE ARCHITECTURAL DRAWINGS SERVE TO ALERT CONTRACTORS OF THE PRESENCE OF SUCH DEVICES. CONSULT THE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION AND ADVISE ARCHITECT OF ANY PERCEIVED DISCREPANCY BETWEEN ARCHITECTURAL AND ELECTRICAL DRAWINGS REGARDING LOCATION OR TYPE OF

DEVICES SHOWN PRIOR TO PREPARING SUBMITTALS.

G19 ELECTRIC SWITCHES, THERMOSTATS OR OTHER ELECTRONIC CONTROLS IN THE SAME VICINITY SHALL BE MOUNTED AT THE SAME HEIGHT FROM FLOOR

(UNLESS NOTED OTHERWISE) IN A UNIFORM, ORDERLY FASHION.

G20 SUBMITTAL REVIEW - THE CONTRACT DOCUMENTS PROVIDE SIZES, DIMENSIONS, PRODUCT REQUIREMENTS, ETC. CONTRACTOR SHALL VERIFY THAT SUBMITTALS ARE COORDINATED WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION. A/E REVIEW OF SUBMITTALS IS NOT FOR THE PURPOSE OF DETERMINING THAT SIZES, DIMENSIONS, ETC MATCH WHAT HAS ALREADY BEEN PROVIDED IN THE CONTRACT DOCUMENTS. ALL DEVIATIONS FROM WHAT IS SHOWN ON THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON THE SUBMITTAL OR OTHERWISE CLEARLY BROUGHT TO THE A TTENTION OF THE REVIEWER. FAILURE TO CLEARLY BRING ANY DEVIATION(S) TO THE ATTENTION OF THE REVIEWER SHALL BE UNDERSTOOD BY ALL PARTIES THAT WHAT IS SHOWN IN THE SUBMITTAL COMPLIES WITH THE CONTRACT DOCUMENTS REGARDLESS OF WHETHER OR NOT THE REVIEWER DISCOVERS THE DEVIATION. CHANGES RESULTING FROM THE CONTRACTOR'S FAILURE TO CLEARLY IDENTIFY DEVIATIONS IN SUBMITTALS SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY AND SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

G21 CONTRACTORS SHALL CAREFULLY REVIEW EXISTING FIELD CONDITIONS AND COORDINATE ALL QUANTITIES, DIMENSIONS, AND TOLERANCES REQUIRED TO PERFORM THE WORK SHOWN ON THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR DETERMINING INFORMATION THAT PERTAINS SOLELY TO FABRICATION PROCESSES, INSTALLATION TECHNIQUES (MEANS AND METHODS), AND SEQUENCING OF THE WORK TO MEET THE REQUIREMENTS OF THE PROJECT SCHEDULE. EACH SUBCONTRACTOR SHALL COORDINATE WITH OTHER TRADES PRIOR TO BEGINNING THEIR PORTION OF THE WORK.

G22 PUBLIC EXITS SHALL REMAIN CLEAR AT ALL TIMES WHILE THE BUILDING IS OCCUPIED. NO STORAGE SHALL BE PERMITTED IN THE EXIT ACCESS.

G23 PATCH ALL HOLES IN FLOORS, WALLS AND CEILINGS WITHIN THE PROJECT LIMITS AFTER DEMOLITION AND NEW WORK IS COMPLETE.

G24 UNLESS SPECIFIC DIMENSIONS ARE PROVIDED, MEP DRAWINGS ARE CONSIDERED "DIAGRAMMATIC". IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S) TO FIELD COORDINATE LOCATIONS, SEQUENCES, ETC FOR UNOBSTRUCTED INSTALLATION OF ITEMS THAT ARE SHOWN ON MEP DRAWINGS IN DIAGRAMMATIC FORM. COORDINATE ABOVE-CEILING WORK OF MEP TRADES TO THAT EACH TRADE LOCATES THEIR WORK AS TIGHT TO THE STRUCTURE / DECK ABOVE AS IS FEASIBLE. EACH SUCCESSIVE TRADE SHALL LOCATE THEIR WORK AS TIGHT TO THE TRADE BEFORE.

G25 THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND NEITHER SHALL TAKE PRECEDENT OVER THE OTHER. WHAT IS REQUIRED BY EITHER THE DRAWINGS OR SPECIFICATIONS SHALL BE INTERPRETED AS BEING REQUIRED AS PART OF THE SCOPE OF WORK FOR THIS PROJECT. ITEMS SPECIFIED, BUT NOT INDICATED ON THE DRAWINGS, SHALL BE PROVIDED. ITEMS SHOWN ON THE DRAWINGS, BUT NOT SPECIFIED, SHALL BE PROVIDED. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO SEEK CLARIFICATION PRIOR TO SUBMITTING A BID AMOUNT IF THERE SHOULD APPEAR TO BE A DISCREPANCY BETWEEN DRAWINGS AND/OR THE SPECIFICATIONS. OTHERWISE, THE MOST STRINGENT (TYPICALLY THE MOST EXPENSIVE) REQUIREMENT SHALL APPLY AT

THE DISCRETION OF THE COR.

G26 ABOVE-CEILING COORDINATION – PRIOR TO PERFORMING ANY ABOVE-CEILING WORK, CONTRACTOR, WORKING WITH ALL SUB-CONTRACTORS, SHALL CREATE DRAWINGS THAT SHOW COORDINATION OF ALL ABOVE-CEILING WORK ITEMS WITH EXISTING CONDITIONS AND PROPOSED CEILINGS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE SEQUENCES OF INSTALLATION TO ENSURE THAT ABOVE-CEILING ITEMS CAN FIT ABOVE THE CEILING HEIGHTS INDICATED ON THE REFLECTED CEILING PLAN(S). CONTRACTOR SHALL BRING ALL PERCEIVED CONFLICTS TO THE ATTENTION OF THE ARCHITECT / ENGINEER FOR RESOLUTION PRIOR TO THE START OF THE WORK. CONFLICTS RESULTING FROM INACCURATE COORDINATION DRAWINGS AND / OR FAILURE TO IDENTIFY CONFLICTS PRIOR TO INSTALLATION OF THE WORK SHALL BE CORRECTED / ADJUSTED AT THE CONTRACTOR’S EXPENSE AND

SHALL RESULT IN NO ADDITIONAL COST TO THE GOVERNMENT.

1. PROVIDE TEMPORARY/ PERMANENT RATED ICRA PARTITIONS AS REQUIRED. CONTRACTOR SHALL SUBMIT AN ICRA PLAN FOR

APPROVAL OF THE COR PRIOR TO BEGINNING ANY WORK.

2. DOORS IN ICRA PARTITIONS SHALL HAVE CLOSERS, PANIC DEVICES, STOREROOM FUNCTION LOCKS, AND ALARMS. DOORS

SHALL AUTOMATICALLY LOCK UPON CLOSURE.

3. CONTRACTOR SHALL INSTALL "CONSTRUCTION ZONE - AUTHORIZED PERSONNEL ONLY" SIGN ON THE PUBLIC SIDE OF ALL

ICRA DOORS.

4. CONTRACTOR TO COMPLY WITH ALL OSHA REQRUIEMENTS PERTAINING TO SILICA AND DUST CONTAINMENT/ REMEDIATION.

5. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

6. COMPLETE ALL CRITICAL BARRIERS (I.E. SHEETROCK, PLYWOOD, AND PLASTIC) TO SEAL AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA

VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

7. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS. AIR PRESSURE SHALL BE CONTINUOUSLY MONITORED. BALL IN THEWALL IS NOT ACCEPTABLE FOR MONITORING.

8. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES AIRTIGHT AND/ OR FIRE SEAL AS REQUIRED.

9. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE

REMOVED EACH TIME THEY LEAVE THE WORK SITE.

10. ALL PERSONNEL ENTERING WORK SITE ARE REQRUIED TO WEAR SHOE COVERS. SHOE COVERS MUST BE CHANGED EACH

TIME THE WORKER EXITS THE WORK AREA.

11. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS APPROVED BY THE COR, INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S

ENVIRONMENTAL SERVICES DEPARTMENT.

12. REMOVE CONSTRUCTION WASTE DAILY DURING THE HOURS OUTSIDE OF 0800-1630.

13. CONTRACTOR TO USE ROUTE AGREED UPON BY THE ICRA TEAM AND COR FOR TRANSPORT OF CONTAINERS THROUGH THE

FACILITY.

14. PLACE DUST MATS AT ENTRANCE AND EXIT OF WORK AREA.

15. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

16. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. COVER TRANSPORT

RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

17. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. WET MOP AREA WITH DISINFECTANT.

ICRA NOTES

1. VA DESIGN MANUAL (PG-18-0)

2. VA DESIGN, QUALITY, AND STANDARD ALERTS

3. VA DESIGN GUIDES (PG-18-12)

4. VA DESIGN AND CONSTRUCTION PROCEDURES (PG-18-3)

5. PHYSICAL SECURITY DESIGN MANUAL FOR VA FACILITIES

6. VA FIRE PROTECTION DESIGN MANUAL

7. VA BARRIER FREE DESIGN GUIDE (PG-18-3)

8. VA SIGNAGE DESIGN GUIDE

9. NFPA 101: LIFE SAFETY CODE - LATEST VERSION

10. NFPA 13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

11. NFPA 70: NATIONAL ELECTRICAL CODE

12. ASHRAE 62.1: VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY

13. ASHRAE 90.1: ENERGY STANDARD FOR BUILDINGS

14. VA NATIONAL CAD STANDARD APPLICATION GUIDE

15. NFPA NATIONAL FIRE CODES (EXCEPT NFPA 5000 & 900)

16. VA MASTER SPECIFICATIONS

17. NEC NATIONAL ELECTRICAL CODE - LATEST VERSION

18. VA SUSTAINABLE DESIGN MANUAL

19. INTERNATIONAL BUILDING CODE (IBC) - LATEST VERSION

REFERENCES, CODES, AND STANDARDS

IN STRIVING TO PROVIDE A HEALTHY AND SAFE ENVIRONMENT AT VA FACILITIES, VHA IS

IMPLEMENTING A SMOKE-FREE POLICY FOR ALL VHA HEALTH CARE FACILITIES AND PROPERTY

ASSIGNED TO VHA THAT IS UNDER THE CHARGE AND CONTROL OF VA. THE POLICY APPLIES TO

CIGARETTES, CIGARS, PIPES OR ANY OTHER COMBUSTION OF TOBACCO, INCLUDING BUT NOT

LIMITED TO ELECTRONIC OR E-CIGARRETES, VAPE PENS OR E-CIGARS.

UNDER VHA DIRECTIVE 1085, ALL VHA HEALTH CARE FACILITIES WILL BE SMOKE-FREE FOR

PATIENTS, VISITORS, CONTRACTORS, VOLUNTEERS AND VENDORS EFFECTIVE OCTOBER 1, 2019.

SMOKING POLICY

1. HOSPITAL STAFF SHALL ENSURE THE REMOVAL OF ANY MEDICAL WASTE, INCLUDING

SHARP CONTAINERS, FROM AREAS TO BE RENOVATED, PRIOR TO THE START OF THE

PROJECT.

2. INFECTION CONTROL SHALL BE NOTIFIED BY FACILITIES MANAGEMENT STAFF

IMMEDIATELY IF UNEXPECTED MEDICAL WASTE IS ENCOUNTERED.

MEDICAL WASTE NOTES

ICRA REFERENCE NOTES

1. BARRIER WALLS:

a. THE CONSTRUCTION AREAS MUST BE KEPT SEPARATED FROM PATIENT CARE AREAS BY BARRIERS THAT KEEP THE

DUST AND DIRT INSIDE THE WORKSITE.

b. THE WALLS MUST PROVIDE A COMPLETE SEAL OF THE CONSTRUCTION AREA FROM ADJACENT AREAS (WALLS MAY BE

RIGID OR 4 OR 6 MIL THICKNESS PLASTIC).

2. ENVIRONMENTAL CONTROL:

a. NEGATIVE AIR PRESSURE MUST BE MAINTAINED WITHIN THE CONSTRUCTION AREA WHEN POSSIBLE. IF UNABLE TO

MAINTAIN NEGATIVE PRESSURE A HEPA AIR-SCRUBBER MUST BE USED AND LEFT ON FOR THE DURATION OF THE

PROJECT (24/7).

b. DEMOLITION DEBRIS IS REMOVED IN TIGHTLY FITTED COVERED CARTS – USE SPECIFIED TRAFFIC PATTERNS.

c. STICKY OR WALK-OFF MATS ARE PLACED IMMEDIATELY OUTSIDE THE CONSTRUCTION ZONE AND CHANGED WHENEVER

NECESSARY TO CONTROL THE SPREAD OF DUST AND DIRT.

d. EXTERIOR WINDOW SEALS ARE TO BE USED TO REDUCE THE AMOUNT OF OUTSIDE EXCAVATION DEBRIS COMING INTO

THE BUILDING.

e. IF DEMOLITION CHUTES ARE USED, THEY MUST BE SEALED WHEN NOT IN USE; THE CHUTE AND DAMPER SHOULD BE

SPRAYED WITH WATER, AS NECESSARY TO MAINTAIN DUST CONTROL.

f. CONTROL, COLLECTION AND DISPOSAL MUST BE PROVIDED FOR ANY DRAIN LIQUID OR SLUDGE FOUND WHEN

DEMOLISHING PLUMBING.

1. TRAFFIC CONTROL:

a. USE DESIGNATED ENTRY AND EXIT PROCEDURES.

b. KEEP ALL EGRESS PATHWAYS FREE OF DEBRIS.

c. NO UNAUTHORIZED PERSONNEL SHOULD BE ALLOWED TO ENTER CONSTRUCTION AREAS.

d. USE DESIGNATED ELEVATORS ONLY.

2. CLEANING:

a. KEEP THE CONSTRUCTION AREA CLEAN ON A DAILY BASIS.

b. DUST AND DIRT MUST BE KEPT TO A MINIMUM.

3. WORKERS:

a. CLOTHING MUST BE FREE OF LOOSE SOIL AND DEBRIS WHEN EXITING THE CONSTRUCTION AREA.

b. USE PERSONAL PROTECTIVE EQUIPMENT (MASKS, FACE SHIELDS, ETC.) AS INDICATED FOR THE TASK AT HAND.

ICRA MATRIX

CONSTRUCTION PROJECT TYPE

A B C D

LOW I II II III/IV

MEDIUM I II III IV

HIGH I II III/IV IV

HIGHEST II III/IV III/IV IV

PATIENT

RISK GROUP

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING

DUST FROM CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE A CEILING TILE DISPLACED

FOR VISUAL INSPECTION.

DURING CONSTRUCTION PROJECT UPON COMPLETION OF PROJECT

1. CLEAN ANY DUST/DEBRIS GENERATED BY PROJECT.

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1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST

FROM DISPERSING INTO ATMOSPHERE.

2. WATER MIST WORK SURFACES TO CONTROL DUST

WHILE CUTTING.

3. SEAL UNUSED DOORS WITH DUCT TAPE.

4. BLOCK OFF AND SEAL AIR VENTS.

5. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK

AREA.

6. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE

WORK IS BEING PERFORMED.

1. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT

IN TIGHTLY COVERED CONTAINERS.

2. WET MOP AND/OR VACUUM WITH HEPA FILTERED

VACUUM BEFORE LEAVING WORK AREA.

3. REMOVE ISOLATION OF HVAC SYSTEM WHEN JOB IS

COMPLETED.

4. CLEAN TRACKED DUST/DEBRIS IN COMMON AREAS AS

NEEDED; CLEAN AREA AT THE END IF THE WORK DAY.

5. AREA SHOULD BE TERMINALLY CLEANED BY

ENVIRONMENTAL SERVICES PRIOR TO USE.

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1. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE

WORK IS BEING DONE TO PREVENT CONTAMINATION OF

DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK,

PLYWOOD, PLASTIC, TO SEAL AREA FROM NON-WORK

AREA OR IMPLEMENT CONTROL CUBE METHOD (CART

WITH PLASTIC COVERING AND SEALED CONNECTION TO

WORK SITE WITH HEPA VACUUM OR VACUUMING PRIOR

TO EXIT) BEFORE CONSTRUCTION BEGINS).

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS; OR

HEPA AIR SCRUBBER IF UNABLE TO ACHIEVE NEGATIVE

PRESSURE; FILTER CHANGED AS NEEDED.

4. MAINTAIN STICKY MATS AT ENTRANCE. AVOID TRACKING

DUST/DEBRIS OUTSIDE OF WORK AREA, CLEAN AREA AS

NEEDED.

5. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT

IN TIGHTLY COVERED CONTAINERS.

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL

PROJECT IS COMPLETED AND DIRT AND DEBRIS HAS

BEEN REMOVED.

2. WET MOP AND/OR VACUUM WORK AREA WITH HEPA

FILTERED VACUUM.

3. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION.

4. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE

WORK IS BEING PERFORMED.

5. AREA SHOULD BE TERMINALLY CLEANED BY

ENVIRONMENTAL MANAGEMENT SERVICES

DEPARTMENT PRIOR TO USE

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1. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE

WORK IS BEING DONE TO PREVENT CONTAMINATION OF

DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK,

PLYWOOD, PLASTIC, TO SEAL AREA FROM NON-WORK

AREA OR IMPLEMENT CONTROL CUBE METHOD (CART

WITH PLASTIC COVERING AND SEALED CONNECTION TO

WORK SITE WITH HEPA VACUUM OR VACUUMING PRIOR

TO EXIT) BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE

UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS.

4. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES

APPROPRIATELY.

5. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL

TO PASS THROUGH THIS ROOM SO THEY CAN BE

VACUUMED USING A HEPA VACUUM CLEANER BEFORE

LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR

PAPER COVERALLS THAT ARE REMOVED EACH TIME

THEY LEAVE THE WORK SITE.

6. ALL PERSONNEL ENTERING WORK SITE AREA

REQUIRED TO WEAR SHOE COVERS. SHOE COVERS

MUST BE CHANGED EACH TIME THE WORKER EXITS THE

WORK AREA.

7. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL

PROJECT IS COMPLETED PROJECT AND INSPECTED.

8. AREA SHOULD BE TERMINALLY CLEANED BY THE

OWNER’S ENVIRONMENTAL SERVICES DEPARTMENT

PRIOR TO USE.

1. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE

SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH

CONSTRUCTION.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT

IN TIGHTLY COVERED CONTAINERS.

3. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE

COVERING UNLESS SOLID LID.

4. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

5. WET MOP AREA WITH DISINFECTANT.

6. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE

WORK IS BEING PERFORMED.

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VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

OCMI

6110 EXECUTIVE BLVD.

SUITE 200

ROCKVILLE, MD 20852

202-229-0530

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD.

SUITE 320

FULTON, MD 20759

202-655-4035

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

THOMAS E. CREEK VA MEDICAL CENTER

6010 West Amarrilo Blvd.

Amarillo, TX 79106

2345678910111213141516

B

C

D

E

F

G

H

J

K

12345678910111213141516

SEALED WITH SIGNATURE

05/26/2023

504-20-105

JSAL

UPGRADE FIRE ALARM SYSTEM AT

THOMAS E. CREEK

VA MEDICAL CENTER

BID SET SUBMISSION

GENERAL NOTES & REFERENCES

GI300

-2

-1

G I3

.p d f

GENERAL NOTES

THROUGH PENETRATION FIRESTOP SYSTEMS

System No. W-L-1001 (June 15, 2005)

F Ratings: 1, 2, 3 and 4-Hr., T-Rating: 0, 1, 2, 3 and 4-Hr.

L Rating At Ambient: Less than 1 CFM/sq ft, L Rating At 400 F: Less than 1 CFM/sq ft

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

1. Wall Assembly — The 1, 2, 3 or 4 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs — Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC.

B. Gypsum Board* — Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm).

2. Through-Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system.

The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm). (point contact) to max 2 in.

(51 mm) Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe.

C. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical metallic tubing D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.

F. Through Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas piping may be used:

1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

OMEGA FLEX INC

2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

GASTITE, DIV OF TITEFLEX

3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

WARD MFG L L C

3. Fill, Void or Cavity Material* — Caulk or Sealant — Min 5/8. , 1-1/4,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table.

The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below:

+When copper pipe is used, T Rating is 0 h.

3M COMPANY — CP 25WB+ or FB-3000 WT.

THROUGH PENETRATION FIRESTOP SYSTEMS

System No. W-L-1054 (October 14, 2015)

F Rating: 1 and 2-Hr., T-Rating: 0-Hr.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

1. Wall Assembly — The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102

mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. (102 to 152 mm) wider and 4 to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. (51 to 76 mm) clearance is present between the penetrating item and the framing on all four sides.

B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. (819 mm) for steel stud walls. Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls.

The F and FH Ratings of the firestop system are equal to the fire rating of the wall assembly.

2. Through-Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. (57 mm). Pipe may be installed with continuous point contact. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) . diam steel conduit.

D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.

E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) regular (or heavier) copper pipe.

3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant

THROUGH PENETRATION FIRESTOP SYSTEMS

System No. W-L-2225 (December 06, 2001)

F Rating: 2-Hr., T-Rating: 2-Hr.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

1. Wall Assembly — The 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in.

OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC.

B. Gypsum Board* — Two layers of nom 1/2 or 5/8 in. thick gypsum board, as specified in the individual Wall and Partition Design. Max diam of opening is 4 in.

2. Through Penetrants — One nonmetallic pipe to be installed either concentrically or eccentrically within the firestop system Pipe to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes may be used:

A. Polyvinyl Chloride (PVC) Pipe — Nom 1-1/2 in. diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The annular space between pipe and periphery of opening shall be min 1/4 in. to max 5/8 in.

B. Polyvinyl Chloride (PVC) Pipe — Nom 2 in. diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. The annular space between pipe and periphery of opening shall be min 11/16 in. to max 15/16 in.

3. Firestop System — The firestop system shall consist of the following:

A. Packing Material — (Optional) — Foam backer rod firmly packed into the opening as a permanent form. Packing material to be recessed from both surfaces of wall as required to accomodate the required thickness of fill material.

B. Fill, Void or Cavity Material* — Caulk — Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of wall.

Additional fill material to be installed such that a min 3/8 in. crown is formed around the penetrating item.

UNITED STATES GYPSUM CO — Type IA

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

/8

/4

/8

/2

/4

-1

/2

CONSULTANT:

OCMI

6110 EXECUTIVE BLVD.

SUITE 200

ROCKVILLE, MD 20852

202-229-0530

CONSULTANT:

COFFMAN ENGINEERS

8171 MAPLE LAWN BLVD.

SUITE 320

FULTON, MD 20759

202-655-4035

ARCHITECT:

CB DESIGN GROUP

421 KING ST.

SUITE 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

THOMAS E. CREEK VA MEDICAL CENTER

6010 West Amarrilo Blvd.

Amarillo, TX 79106

2345678910111213141516

B

C

D

E

F

G

H

J

K

12345678910111213141516

SEALED WITH SIGNATURE

05/26/2023

504-20-105

AuthorChecker

UPGRADE FIRE ALARM SYSTEM AT

THOMAS E. CREEK

VA MEDICAL CENTER

BID SET SUBMISSION

UL ASSEMBLY REFERENCE FOR

BASIS OF DESIGN

GI301

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G I3

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GENERAL NOTES

PENETRATION THROUGH FIRE-RATED WALLS AND FLOORS:

A. ALL PENETRATIONS THROUGH FIRE-RATED FLOORS AND WALLS SHALL BE FIRE- STOPPED

WITH AN UNDERWRITERS LABORATORY (UL) TESTED "THROUGH PENETRATION FIRE-STOP

SYSTEM" RATED EQUAL TO OR GREATER THAN THE FIRE RATING OF THE FLOOR OR WALL

BEING PENETRATED.

B. UL ASSEMBLIES AND FIRE SEALANT MANUFACTURERS ARE REPRESENTED ON THIS SHEET

AS FOR REFERENCE ONLY AND USED AS THE BASIS OF DESIGN (BOD) ONLY.

XHEZ - THROUGH PENETRATION FIRESTOP SYSTEM

System No. F-A-3064

(February 09, 2018)

1. Floor Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete floor. Floor may also be constructed of any min 6 in. (152 mm) thick hollow core Precast Concrete Units*. Max diam of opening is 4-1/2 in. (114 mm).

See Precast Concrete Units (CFTV) category in the Fire Resistance Directory for names of manufacturers.

2. Steel Sleeve — Nom 1-1/2 (38 mm), 2 in. (51 mm), 3 in. (76 mm) or 4 in. (102 mm) diam steel electrical metallic tubing (EMT), steel conduit, Schedule 5 (or heavier) steel pipe sleeve. Sleeve shall be cast or grouted into floor, flush with floor surfaces or extending down to 3 in. (76 mm) beyond the bottom surface of the floor. When sleeve projects from floor surface, it may be provided with a metallic or nonmetallic conduit bushing.

3. Cables — Cables may represent a min 50 to max 100 percent visual fill within the loading area for the sleeve. Cables to be rigidly supported on both sides of the floor assembly. Any combination of the following types and sizes of cables may be used:

A. Max 400 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) or plenum-rated jacketing and insulation.

B. Max 750 kcmil single copper conductor power cable with XLPE jacket and insulation.

C. Max 7/C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation.

D. Max 3/C No. 2/0 AWG metal clad or armored cable with steel or aluminum jacket.

E. Max 3/C No. 8 AWG NM cable (Romex) with PVC insulation and jacket.

F. Max four pair No. 22 AWG (or smaller) copper conductor data cable with PVC or plenum rated jacketing and insulation.

G. Max four pair No. 22 AWG (or smaller) Cat 5, Cat 5E, Cat 6 or Cat 6A cable with PVC or plenum rated jacketing and insulation.

H. Coaxial cable with fluorinated ethylene or PVC insulation and jacketing having a max diam of 5/8 in. (16 mm).

I. Optical fiber cable with PVC or polyethylene (PE) jacket and insulation and having a max diam of 5/8 in. (16 mm).

J. Max RG6/U coaxial cable with fluorinated ethylene, polyethylene (PE), PVC or plenum rated jacketing and insulation.

4. Firestop System — The firestop system shall consist of the following:

A. Firestop Device* — A firestop device consisting of a rectangular galv steel housing with intumescent curtain sized to the specific diam of the sleeve.

Firestop device installed in accordance with the accompanying installation instructions on the top surface of the floor. Firestop device secured to the top surface of the floor using provided anchor tabs by means of 1/4 in. (6.4 mm) diam by 1-1/4 in. (32 mm) long steel concrete anchors in conjunction with min 1 in. (25 mm) diam steel fender washers. As an alternate to the steel concrete screws, nom 1-1/4 in. (32 mm) long steel powder actuated fasteners provided with 3/4 in. (19 mm) diam steel washers or nom 3/4 in. (19 mm) long steel powder actuated fasteners provided with 1 in. (25 mm) diam steel washers may be used to secure anchor tabs.

SPECIFIED TECHNOLOGIES INC — EZ PATH Retrofit Device EZDR200 or EZDR400

A1. Firestop Device* — (Not Shown) — When nom 1-1/2 in. (38 mm) or nom 3 in. (76 mm) diam steel sleeve is used, an appropriately sized steel plate adaptor kit shall be used in conjunction with Item 4A. The steel plate shall be installed in accordance with the accompanying installation instructions.

SPECIFIED TECHNOLOGIES INC — EZ PATH Retrofit Device Plate Kit EZPR150 or EZPR300

B. Fill, Void or Cavity Material* - Sealant or Putty — (Optional, Not Shown) Any existing XHHW sealant or putty either partially or fully installed into one or both ends of the steel sleeve.

C. Fill, Void or Cavity Material* - Sealant or Putty — (Optional, Not Shown) - Min 1/2 in. (13 mm) thickness of sealant or putty applied within annulus, flush with the top surface of the steel sleeve.

SPECIFIED TECHNOLOGIES INC — SpecSeal Series SSS Sealant, SpecSeal LC150 Sealant, SpecSeal LCI Sealant, SpecSeal SIL300 Sealant or SpecSeal Putty

5. Batts and Blankets* — Two min 12 in. (305 mm) wide layers of nom 2 in. (51 mm) thick nom 1 pcf (16 kg/m3) fiberglass duct wrap insulation installed around device and cables. Insulation to be tightly butted to the top surface of the floor and all longitudinal seams of duct wrap are to be sealed with foil tape.

See Batts and Blankets (BKNV) category in the Building Materials Directory for names of manufacturers. Any batts and blankets material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used.

When Item 5 is used at a min height of 18 in. (457 mm) the T, FT and FTH Ratings are 1-1/4 Hr. When Item 5 is used at a min height of 36 in. (914 mm), the T, FT and FTH Ratings are 2 Hr.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3 ) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 14 in. (356 mm).

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Through Penetrants — One nonmetallic pipe to be installed within the opening. A nom annular space of 5/8 in. (16 mm) is required within the firestop system. Pipe to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of nonmetallic pipe may be used:

A. Polyvinyl Chloride (PVC) Pipe — Nom 12 in. (305 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain, waste…