S02 - Drawings.pdf

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

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GI001

PROJECT COVER SHEET

1 17NAS, WLF

REPLACE FIRE SPRINKLERS

BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

MAY 18, 2021

BID SET

695-19-10420-137

REPLACE FIRE SPRINKLERS BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

VA PROJECT #: 695-19-104

RBK

DRAWING LIST

No. Description Dwg of Dwg

GI001 PROJECT COVER SHEET 1 17

FX001 FIRE SUPPRESSION GENERAL INFORMATION AND DETAILS 2 17

FX002 FIRE SUPPRESSION ELECTRICAL GENERAL INFORMATION 3 17

FX101A SUBBASEMENT FIRE SUPPRESSION PLAN AND DETAILS - AREA A 4 17

FX101B SUBBASEMENT FIRE SUPPRESSION PLANS AND PUMP ROOM ISOMETRIC - AREA B 5 17

FX101C SUBBASEMENT FIRE SUPPRESSION PLAN - AREA C 6 17

FX101D SUBBASEMENT FIRE SUPPRESSION PLAN - AREA D 7 17

FX102 FIRST FLOOR FIRE SUPPRESSION PLAN 8 17

FX411 FIRE SUPPRESSION PLANS AND SECTIONS - STAIR 1 9 17

FX421 FIRE SUPPRESSION PLANS AND SECTIONS - STAIR 2 10 17

FX431 FIRE SUPPRESSION PLANS AND SECTIONS - STAIR 3 11 17

FX441 FIRE SUPPRESSION PLANS AND SECTIONS - STAIR 4 12 17

FX451 FIRE SUPPRESSION PLANS AND SECTIONS - STAIR 5 13 17

FX461 FIRE SUPPRESSION PLANS - STAIR 6 14 17

FX462 FIRE SUPPRESSION PLAN AND SECTIONS - STAIR 6 15 17

FX901 EXISTING FIRE SUPPRESSION RISER SCHEMATIC 16 17

FX902 NEW FIRE SUPPRESSION RISER SCHEMATIC 17 17

BUILDING 111

DocuSign Envelope ID: A5708963-1A4E-4D4B-AABB-7C3E65938954

6/14/2021

NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT

UPRIGHT SPRINKLER HEAD

FIRE LINE (NEW - BOLD)FL

PENDANT SPRINKLER HEAD

FIRE DEPARTMENT CONNECTION (FDC)

FIRE LINE (EXISTING - LIGHT - ITALIC)FL

POINT OF NEW CONNECTION

LIMIT OF DEMOLITION

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

TAMPER SWITCH

FLOW SWITCH

CHECK VALVE

GATE VALVE

TEST AND DRAIN ASSEMBLY

BACKFLOW PREVENTER

T&D

TS

FS

ORDINARY HAZARD

GROUP 1 OCCUPANCY

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER

ORDINARY HAZARD

GROUP 2 OCCUPANCY

LIGHT HAZARD

BUTTERFLY VALVE

DRAIN VALVE WITH SIGHT GLASS

FIRE LINE (DEMOLITION - DASHED BOLD - ITALIC)FL

FIRE DRAIN (EXISTING - LIGHT - ITALIC)DRAIN

CALLOUT LINE

MATCHLINE

FIRE LINE (PREVIOUS PHASE - MEDIUM - ITALIC)FL

THE FIRE PROTECTION DRAWING IS DESIGNED TO BE IN CONFORMANCE WITH NFPA

13. IT IS A PERFORMANCE BASED DRAWING INDICATING THE EXTENT OF FIRE

PROTECTION WORK FOR THE AREA THAT THIS DRAWING REPRESENTS. THIS

DRAWING IS “FOR INFORMATION ONLY”, AS A REFERENCE FOR THE FIRE

PROTECTION CONTRACTOR TO BASE THE DESIGN OF THE FIRE PROTECTION

SYSTEM ON. THE CONTRACTOR SHALL VERIFY THE EXACT CONDITIONS THAT THIS

DRAWING REPRESENTS, INCLUDING ANY PERCEIVED CONCEALED SPACES, AND THE

BUILDING TYPE AND CONSTRUCTION AS OUTLINED IN THE INTERNATIONAL BUILDING

CODE, PRIOR TO THE START OF WORK. REFER TO THE INTERNATIONAL BUILDING

CODE, NFPA 13, AND THE PROJECT SPECIFICATIONS FOR OTHER FIRE PROTECTION

REQUIREMENTS.

FLUSHING CONNECTION

FEED OR CROSS MAIN.

TYPICAL TEE WITH

CROSS MAIN PITCH

TOWARDS FEED MAIN.

NOTE: INSTALL FLUSHING

CONNECTION AT END OF

CROSS MAINS.

2" NIPPLE 4" LONG

WITH CAP.

MECHANICAL TEE

NEW PIPING

MECHANICAL TEE

SCREWED END

NOTE: SEE FLOOR

PLAN FOR EXISTING

AND NEW PIPE SIZES.

STEEL BEAM

RETAINING STRAP

C-CLAMP

THREADED HANGER ROD

ADJUSTABLE RING HANGER

EXPANSION ANCHOR.

ANCHOR SHALL BE FM

LISTED AND APPROVED

FOR USE IN CRACKED

CONCRETE PER ACI 355.2

EXISTING CONCRETE SLAB

SPRINKLER PIPE

SET SCREW

SURGE RESTRAINER

INSTALL INSULATION AFTER

CAULKING SLEEVE, SEAL AS

REQUIRED.

FIRE RATED WALL AND OR SLAB.

STEEL PIPE SLEEVE TERMINATE

SLEEVE FLUSH WITH FINISHED

SURFACE.

FIRESTOPPING APPROVED

(BY LOCAL CODES)

FINISHED ESCUTCHEON PLATE

FLUSH AGAINST WALL AND OF

SIZE TO COMPLETELY COVER

OPENING.

APPROVED TYPE FIRE SAFE &

SMOKE TIGHT CAULKING SEALER

BETWEEN BARE PIPE AND SLEEVE.

SPRINKLER RISER

INDICATING BUTTERFLY VALVE

WITH TAMPER SWITCH AT OR ABOVE 7'- 0" AFF

WATER FLOW SWITCH

PRESSURE GAUGE

SPRINKLER PIPE TO ZONE

AUXILIARY DRAIN VALVE

1" INSPECTOR'S TEST VALVE

SIGHT GLASS

2" DRAIN CONNECTION TO EXISTING

DRAIN PIPING

CHECK VALVE

STANDPIPE HOSE CONNECTION

MOUNT 4'- 0" AFF

1. LOCATIONS SHOWN FOR EXISTING FIRE PROTECTION PIPE AND EQUIPMENT ARE APPROXIMATE. FIELD VERIFY THE EXACT LOCATIONS OF EXISTING FIRE PROTECTION LINES AND EQUIPMENT INCLUDING RISERS AND VALVES PRIOR TO START OF

WORK.

2. COORDINATE WITH COR FOR ANY SHUTDOWNS OR PLANNED INTERRUPTIONS OF THE FIRE PROTECTION SERVICE. GIVE THE COR AT LEAST TWENTY-EIGHT (28) DAYS NOTICE PRIOR TO PLANNED SHUTDOWN OR INTERRUPTION.

3. COORDINATE DEMOLITION OF FIRE PROTECTION PIPING WITH OTHER PIPING WHICH IS NOT TO BE REMOVED. PROTECT

OTHER PIPING WHICH IS NOT TO BE REMOVED FROM DAMAGE, DIRT, AND DEBRIS.

4. FIRE PROTECTION RELATED EQUIPMENT AND PIPING WHICH IS REMOVED FROM THE BUILDING IS TO BE TAKEN OFFSITE AND

DISPOSED OF.

5. REMOVE SPRINKLER MAINS AND BRANCHES TO THE ZONE CONTROL VALVE AS NEEDED TO INSTALL NEW SPRINKLER

SYSTEM.

1. USE NFPA-13 (CURRENT EDITION) AS A GUIDELINE WHEN PREPARING SUBMITTALS FOR REVIEW. DISREGARD ONLY THOSE ITEMS NOT APPLICABLE TO THE INDIVIDUAL BUILDING SYSTEM. FIRE PROTECTION MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA-13 FOR THE INSTALLATION OF AUTOMATIC

SPRINKLER SYSTEM.

2. THIS FACILITY IS FULLY SPRINKLERED. EXISTING FIRE SUPPRESSION SYSTEM IS WET PIPE TYPE SYSTEM WITH COMPLETE SPRINKLER PROTECTION UNLESS NOTED OTHERWISE. STANDPIPE SIZES SHALL MATCH EXISTING.

3. FIRE PROTECTION CONTRACTOR SHALL TEST EXISTING FIRE PUMP AND RECORD STATIC AND RESIDUAL PRESSURE AT MOST REMOTE OUTLET. TEST SHALL BE PERFORMED BEFORE START AND AFTER COMPLETION OF NEW WORK.

4. SUBMIT ONE COMPLETE SET OF PUMP AND RISER TEST DATA, CERTIFIED AND STAMPED BY A PROFESSIONAL ENGINEER.

5. PIPING IS SHOWN IN SCHEMATIC FORM TO INDICATE APPROXIMATE ARRANGEMENT OF EQUIPMENT AND PIPING. SPRINKLER CONTRACTOR SHALL DESIGN THE SYSTEM AND ROUTE PIPING AS REQUIRED FOR CONFORMANCE WITH ACTUAL BUILDING CONDITIONS AND NFPA REQUIREMENTS. COORDINATE SPRINKLER WORK WITH ALL OTHER TRADES TO AVOID CONFLICT.

6. SUPPORT NEW PIPING AND EQUIPMENT FROM STRUCTURE. PROVIDE ALL SUPPLEMENTAL STEEL TO SPAN BETWEEN PRIMARY BUILDING STRUCTURAL MEMBERS. DESIGN SUPPLEMENTAL STEEL AND SUPPORTS INCLUDING REACTION LOADS

AT PRIMARY BUILDING STRUCTURAL MEMBERS.

7. CLEAN ENTIRE WORK AREA OF ALL DUST, DIRT, AND OTHER DEBRIS. MAINTAIN WORK AREA IN CLEAN CONDITION.

8. PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC. REQUIRED FOR COMPLETE AND FUNCTIONAL SYSTEM AS

SPECIFIED AND INDICATED ON THE DRAWINGS.

9. REPAIR OR REPLACE NON-CONFORMING AND INADEQUATE WORK AT NO ADDITIONAL COST TO THE VA.

10. PROVIDE FIRE STOPS / SEALANT AT ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, AND CEILINGS.

11. ELECTRONIC FLOW AND TAMPER SWITCHES ARE TO BE REUSED AND INSTALLED AS WORK OF DIVISION 21. PROVIDE WIRING

TO FLOW AND TAMPER SWITCHES AS WORK OF DIVISION 26.

12. FURNISH AND INSTALL ARMOVER SUPPORTS FOR ALL END OF LINE BRANCH LINES IN ACCORDANCE WITH NFPA-13.

13. LOCATE THE INSPECTOR'S TEST CONNECTION AND MAIN DRAIN LOCATIONS IN ACCORDANCE WITH NFPA-13.

14. NEW STANDPIPES SHALL BE LOCATED AT EXISTING STANDPIPE LOCATIONS AND USE EXISTING OPENINGS IN THE FLOORS

EXCEPT IN PLACES NOTED ON THE PLANS.

15. STANDPIPE SYSTEM IS CLASS 1.

16. CONTRACTOR SHALL TEST EVERY VALVE AND ALARM DEVICE PRIOR TO BEGINNING WORK TO ENSURE WORKING CONDITION. PROVIDE TWO (2) NEW 6" ZONE ISOLATION VALVES AND THREE (3) 3" ZONE ISOLATION VALVES WITH TAMPER SWITCHES TO REPLACE EXISTING VALVES THAT CANNOT BE REUSED. PROVIDE A UNIT PRICE INCLUDING LABOR COST FOR REPLACING ANY ADDITIONAL VALVES IF REQUIRED. IF VALVES ARE NOT REQUIRED, TURN THEM OVER TO THE COR AT THE

END OF THE PROJECT.

17. PROVIDE FIVE (5) NEW HOSE CONNECTION VALVES WITH CAPS TO REPLACE EXISTING VALVES THAT CANNOT BE REUSED.

PROVIDE A UNIT PRICE INCLUDING LABOR COST FOR REPLACING ANY ADDITIONAL VALVES IF REQUIRED. IF VALVES ARE NOT

REQUIRED, TURN THEM OVER TO THE COR AT THE END OF THE PROJECT.

1. DURING THE TIME THAT THE FIRE PROTECTION RENOVATION WORK IS BEING PERFORMED, AND THE FIRE PROTECTION SYSTEM IS OUT OF COMMISSION, CONTRACTOR SHALL HAVE SUFFICIENT PERSONNEL ONSITE TO KEEP A “FIRE WATCH” ON THE FACILITY IN ACCORDANCE WITH VA REQUIREMENTS. AN OUT OF SERVICE TAG MUST BE PLACED AT THE FIRE ALARM PANEL AND THE FIRE DEPARTMENT CONNECTION. REFER TO INTERNATIONAL FIRE CODE CHAPTER 9, SECTION 901.7.

2. FIRE WATCH PERSONNEL ARE TO KEEP WATCH FOR FIRES IN THE GENERAL AREA OF PERFORMANCE, THE PERSONS

PERFORMING THE FIRE WATCH ARE NOT PERMITTED TO PERFORM ANY OTHER DUTIES.

3. FIRE WATCH PERSONNEL ARE TO HAVE FIRE EXTINGUISHING EQUIPMENT READILY AVAILABLE AND TO BE TRAINED IN ITS USE.

4. THE QUANTITY OF PERSONNEL INVOLVED IN THE FIRE WATCH IS TO BE ADEQUATE SUCH THAT EACH FLOOR, LEVEL, AND

ROOM OF THE FIRE AREA IS COVERED.

1. CONTRACTOR SHALL COMPLY WITH THE VA'S INFECTION CONTROL RISK ASSESSMENT REQUIREMENTS AND WRITTEN DUST

CONTROL PLAN.

2. EXISTING AIR QUALITY REQUIREMENTS AND OTHER UTILITY REQUIREMENTS FOR OCCUPIED AREAS SHALL BE MAINTAINED.

3. RENOVATION AREAS SHALL BE ISOLATED FROM OCCUPIED AREAS DURING CONSTRUCTION USING AIRTIGHT BARRIERS.

PROVIDE EXHAUST AIRFLOW IN A MANNER THAT SHALL BE SUFFICIENT TO MAINTAIN NEGATIVE AIR PRESSURE IN THE CONSTRUCTION ZONE. COORDINATE TEMPORARY BARRIERS WITH INTERIM LIFE SAFETY MEASURES.

4. FIRE PROTECTION SYSTEM REVISIONS SHALL BE PROPERLY PERFORMED TO LIMIT WATERBORNE OPPORTUNISTIC

PATHOGENS.

5. CRUCIAL VENTILATION SPECIFICATIONS FOR AIR BALANCE AND FILTRATION SHALL BE VERIFIED BEFORE OWNER'S

ACCEPTANCE.

BOLT

FLOOR SLAB

ESCUTCHEON

PLATE

PIPE SLEEVE

RISER CLAMP

FIRE-STOPPING

MATERIAL

BOLT

RISER CLAMP

PIPE SLEEVE

RISER PIPE

SECTION

TOP RISER PIPE

FINAL SEQUENCE OF PHASING SHALL BE PER SITE REQUIREMENTS AND VA DIRECTION.

FOR ALL PHASES:

• CONSTRUCTION AND DEMOLITION SHALL BE COORDINATED TO MINIMIZE UNNECESSARY SHUTDOWNS AND DRAINAGE OF

PIPING.

• FOR SPRINKLER SYSTEM IMPAIRMENTS LASTING MORE THAN 8 HOURS:

○ FIRE DEPARTMENT MUST BE NOTIFIED.

○ VA POLICE MUST BE NOTIFIED.

○ DEDICATED FIRE WATCH MUST BE PRESENT.

PHASE 1 - SUB-BASEMENT:

A. INSTALL NEW MAINS IN SUB-BASEMENT PARALLEL TO EXISTING PIPING. PREPARE FUTURE CONNECTIONS AND CONNECT

DRAIN PIPING AS NECESSARY TO MINIMIZE DOWN TIME IN PHASE 1B.

B. SELECTIVE DEMOLITION AND REPLACEMENT OF EXISTING PIPING TO CONNECT EXISTING RISERS AND SYSTEM COMPONENTS

TO NEW MAINS.

C. COMPLETE DEMOLITION OF DISCONNECTED MAINS IN SUB-BASEMENT.

FOR PHASES 2 THROUGH 7:

• THE ALLOTTED SHUTDOWN DURATION IS FROM FRIDAY AT 16:00 TO MONDAY AT 06:00.

• THE SYSTEM IS TO BE DRAINED AT THE BEGINNING OF THE SHUTDOWN DURATION AND MUST BE REFILLED AND FULLY

OPERATIONAL BY THE END OF THE ALLOTTED SHUTDOWN DURATION.

PHASE 2 - STAIRWELL 4:

A. REPLACE STAIRWELL RISER PIPING BETWEEN THE SUB-BASEMENT RISER ISOLATION VALVE AND ALL ZONE VALVES. REPLACE RISER IN SEGMENTS ALLOWING FOR RETURN OF THE SYSTEM TO FULL OPERATION WITHIN THE ALLOTTED SHUTDOWN

DURATION.

PHASE 3 - STAIRWELL 5:

A. REPLACE STAIRWELL RISER PIPING BETWEEN THE SUB-BASEMENT RISER ISOLATION VALVE AND ALL ZONE VALVES. REPLACE RISER IN SEGMENTS ALLOWING FOR RETURN OF THE SYSTEM TO FULL OPERATION WITHIN THE ALLOTTED SHUTDOWN

DURATION.

PHASE 4 - STAIRWELL 2:

A. REPLACE STAIRWELL RISER PIPING BETWEEN THE SUB-BASEMENT RISER ISOLATION VALVE AND ALL ZONE VALVES. REPLACE RISER IN SEGMENTS ALLOWING FOR RETURN OF THE SYSTEM TO FULL OPERATION WITHIN THE ALLOTTED SHUTDOWN

DURATION.

PHASE 5 - STAIRWELL 3:

A. REPLACE STAIRWELL RISER PIPING BETWEEN THE SUB-BASEMENT RISER ISOLATION VALVE AND ALL ZONE VALVES. REPLACE RISER IN SEGMENTS ALLOWING FOR RETURN OF THE SYSTEM TO FULL OPERATION WITHIN THE ALLOTTED SHUTDOWN

DURATION.

PHASE 6 - STAIRWELL 1:

A. REPLACE STAIRWELL RISER PIPING BETWEEN THE SUB-BASEMENT RISER ISOLATION VALVE AND ALL ZONE VALVES. REPLACE RISER IN SEGMENTS ALLOWING FOR RETURN OF THE SYSTEM TO FULL OPERATION WITHIN THE ALLOTTED SHUTDOWN

DURATION.

PHASE 7 - STAIRWELL 6:

A. CONSTRUCT NEW RISER IN STAIRWELL 6. PREPARE FUTURE CONNECTIONS AND CONNECT DRAIN PIPING AS NECESSARY TO

MINIMIZE DOWN TIME IN PHASE 7B.

B. CONNECT EXISTING ZONE VALVES TO NEW RISER AND REINSTALL EXISTING HOSE VALVES ON NEW RISER.

C. DEMOLISH DISCONNECTED RISER PIPING EXPOSED IN STAIRWELL AND CAP PIPING AT WALL AND FLOOR.

KW KILOWATT

KWHR KILOWATT-HOUR

L/S LITER PER SECOND

M METER

MC MECHANICAL CONTRACTOR

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MOU MEMORANDUM OF UNDERSTANDING

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

PA PASCAL

PC PLUMBING CONTRACTOR

PD PRESSURE DROP

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAUGE

PPM PARTS PER MILLION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

SAN SANITARY SEWER

SP SUMP PUMP

SPR SPRINKLER LINE

SQFT SQUARE FOOT

SS STAINLESS STEEL

ST STORAGE TANK

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TYP TYPICAL

UPC UNIFORM PLUMBING CODE

V SANITARY VENT

VB VACUUM BREAKER

WCO WALL CLEANOUT

WG WATER GAUGE

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

YCO YARD CLEANOUT

A/E ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASPE AMERICAN SOCIETY PLUMBING ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

BAS BUILDING AUTOMATION SYSTEM

BFF BELOW FINISHED FLOOR

BFP BACKFLOW PREVENTER

BHP BREAK HORSEPOWER

BOP BOTTOM OF PIPE

C CELSIUS

CO CLEANOUT

DCW DOMESTIC COLD WATER

DN DOWN

DOE DEPARTMENT OF ENERGY

DWG DRAWING

EC ELECTRICAL CONTRACTOR

EL ELEVATION

EPA ENVIRONMENTAL PROTECTION AGENCY

EPACT ENERGY POLICY ACT

ET EXPANSION TANK

EX EXISTING

F FAHRENHEIT

FBO FURNISHED BY OTHERS

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE) CONNECTION

FM FLOW METER

FPC FIRE PROTECTION CONTRACTOR

FS FLOOR SINK

G GALLON

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUTS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HD HUB DRAIN

HP HORSEPOWER

HYD HYDRANT

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IW INDIRECT WASTE

1. REHABILITATION WORK CATEGORY: RENOVATION. SWAPPING OF FIRE SPRINKLER RISERS ON ONE-TO-ONE BASIS.

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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P

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R n s to lt z .r v t

FX001

FIRE SUPPRESSION GENERAL

INFORMATION AND DETAILS

2 17NAS, WLF

REPLACE FIRE SPRINKLERS

BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

MAY 18, 2021

BID SET

695-19-10420-137

RBK

FIRE SUPPRESSION SYMBOLS

Scale: No Scale

MECHANICAL TEE AND FLUSHING CONNECTION DETAIL

Scale: No Scale

PIPE HANGER SUPPORT DETAIL

Scale: No Scale

SPRINKLER PIPE SLEEVE THRU FIRE RATED WALL

Scale: No Scale

TYPICAL FLOOR CONTROL VALVE ASSEMBLY DETAIL

FIRE SUPPRESSION DEMOLITION GENERAL NOTES

FIRE SUPPRESSION GENERAL NOTES

BUILDING AND OCCUPANT SAFETY - INTERRUPTION OF

FIRE PROTECTION SERVICE

INFECTION CONTROL MEASURES

Scale: No Scale

PIPE FLOOR SUPPORT DETAIL

PHASING PLAN

FIRE SUPPRESSION ABBREVIATIONS

LIFE SAFETY NOTES (NFPA-101)

GENERAL ELECTRICAL NOTES

1. ALL ELECTRICAL DEVICES, FIXTURES, EQUIPMENT AND FEEDERS SHALL BE INSTALLED IN ACCORDANCE

WITH THE PROJECT SPECIFICATIONS, THE MANUFACTURER'S RECOMMENDED PROCEDURES, ALL

APPLICABLE LOCAL AND STATE CODES, AMERICANS WITH DISABILITIES ACT AND WITH THE LATEST

EDITION OF THE NATIONAL ELECTRICAL CODE.

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

BUILDING CONSTRUCTION IS NOT SUITABLE FOR DIRECT MOUNTING.

3. FIRESTOP, DRAFTSTOP, SMOKESTOP AND/OR PROTECT THE ANNULAR SPACE AROUND ALL

PENETRATIONS THROUGH WALLS, PARTITIONS, FLOORS, CEILING, AND ROOFS IN ACCORDANCE WITH

THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, UL LISTING REQUIREMENT AND THE

APPLICABLE BUILDING CODES.

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

MOUNTING HARDWARE TO SUIT THE PARTICULAR INSTALLATION.

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

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

CONFLICT DURING CONSTRUCTION.

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

SPARE, OR SPACE.

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

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

MUST COMPLY WITH "BUY AMERICAN ACT".

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

EQUIPMENT MANUFACTURER'S SPECIFICATIONS.

10. CIRCUITRY TO SWITCHES, RECEPTACLES, AND ALL OTHER DEVICES SHALL BE TERMINATED ON THE

DEVICE'S SCREW TERMINALS.

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

NOTED OTHERWISE.

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

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

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

CONDUIT SHALL BE USED (MAXIMUM SIX FEET) FOR FINAL CONNECTIONS.

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

APPROVED THIRD PARTY TESTING AGENCY.

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

17. ALL ELECTRICAL WORK IS INDICATED ON THE FIRE SUPPRESSION PLANS.

A1 b

E1 c d

T1

'LPN'

ELECTRICAL SYMBOL NOTES

THE LIGHTING FIXTURE TYPE IS INDICATED BY AN UPPER CASE LETTER OR AN UPPER

CASE LETTER AND NUMBER.

THE SWITCH DESIGNATION (IF NEEDED) IS INDICATED BY A LOWER CASE LETTER.

EXAMPLE: LIGHTING FIXTURE TYPE 'A1' IS CONTROLLED BY SWITCH 'b'.

EXIT SIGNS: STEM INDICATES WALL MOUNTING. NO STEM INDICATES CEILING

MOUNTING. SHADED AREA INDICATES ILLUMINATED FACE(S). ARROW INDICATES

DIRECTIONAL ARROW ON ILLUMINATED FACE(S).

DEVICES: THE SWITCH DESIGNATION IS INDICATED BY A LOWER CASE LETTER.

THE CONTROL DEVICE DESIGNATION IS INDICATED BY A LOWER CASE LETTER.

TRANSFORMERS: THE TRANSFORMER TYPE IS INDICATED BY A NUMBER

FOLLOWING THE UPPER CASE LETTER 'T'. SEE THE TRANSFORMER SCHEDULE OR

THE SINGLE LINE DIAGRAM FOR THE TRANSFORMER DESCRIPTION AND

REQUIREMENTS.

PANELBOARDS: PANELBOARD DOORS MAY BE SHOWN TO INDICATE OPENING

SIDE OF RECESSED PANELBOARDS. SEE PANELBOARD IDENTIFICATION FOR

DESIGNATION CODES.

SHEET KEY NOTE: SEE THE SHEET KEY NOTES ON THAT SHEET FOR THE NOTE

NUMBER INDICATED IN THE HEXAGON.

HOME RUN TO BRANCH CIRCUIT PANEL: THE PANEL DESIGNATION AND CIRCUIT

DESIGNATION ARE SHOWN ADJACENT TO THE HOME RUN ARROW.

CIRCUIT BREAKER SIZES (AMPS/NUMBER OF POLES) ARE SHOWN IN THE PANEL

SCHEDULE WITH THE CORRESPONDING PANEL AND CIRCUIT DESIGNATION.

SYMBOL NOTATIONS: UPPER CASE LETTERS ADJACENT TO SYMBOLS INDICATE

A UNIT TYPE. SEE APPROPRIATE SCHEDULE OR SPECIFICATIONS.

'LPN'-1,3,5

EXAMPLE 1: WALL MOUNTED EXIT SIGN TYPE 'E1' WITH SINGLE FACE

AND DIRECTIONAL ARROW.

EXAMPLE 2: CEILING MOUNTED EXIT SIGN TYPE 'E2' WITH DOUBLE

FACE AND DIRECTIONAL ARROWS.

E2

EXAMPLE: SPLIT DUPLEX RECEPTACLE; ONE RECEPTACLE OUTLET IS

CONTROLLED BY SWITCH 'c'.

EXAMPLE: SINGLE POLE SWITCH 'd' TO CONTROL LIGHTING FIXTURES INDICATED BY 'd'.

EXAMPLE: TRANSFORMER TYPE 'T1'.

EXAMPLE: HOME RUN TO PANELBOARD 'LPN'; CIRCUITS 1, 3, 5.

# DEMOLITION KEY NOTE: SEE THE SHEET KEY NOTES ON THAT SHEET FOR THE

NOTE NUMBER INDICATED IN THE SQUARE.

L L

ELECTRICAL ABBREVIATIONS LIST

SS STAINLESS STEEL

SSW SELECTOR SWITCH

STD STANDARD

SURF SURFACE MOUNTED

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

SYS SYSTEM

TC TIMECLOCK

TEL TELEPHONE

TEL/DATA TELEPHONE/DATA

TERM TERMINAL

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TR TAMPER RESISTANT

T-STAT THERMOSTAT

TTB TELEPHONE TERMINAL BOARD

TTC TELEPHONE TERMINAL CABINET

TV TELEVISION

TYP TYPICAL

UC UNDER COUNTER

UE UNDERGROUND ELECTRICAL

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORY

UT UNDERGROUND TELEPHONE

UTP UNSHIELDED TWISTED PAIR

UTIL UTILITY

UV UNIT VENTILATOR

ULTRAVIOLET

V VOLT

VA VOLT-AMPERES

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WH WATER HEATER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFR TRANSFER

ANGLE

@ AT

DELTA

' FEET

" INCHES

# NUMBER

Φ PHASE

C CENTER LINE

P PLATE

MTS MANUAL TRANSFER SWITCH

MTR MOTOR, MOTORIZED

NA NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NFDS NON-FUSED SAFETY DISCONNECT SWITCH

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OL OVERLOAD

PA PUBLIC ADDRESS

PB PULL BOX OR PUSHBUTTON

PBPU PREFABRICATED BEDSIDE PATIENT UNIT

PCB POLYCHLORINATED BIPHENYL

PC PHOTOELECTRIC CELL

PED PEDESTAL

PEND PENDANT

PF POWER FACTOR

PH PHASE

PIV POST INDICATING VALVE

PNL PANEL

POE POWER-OVER-ETHERNET

PR PAIR

PRI PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE (CONDUIT)

PWR POWER

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RCPT RECEPTACLE

REQD REQUIRED

RGS RIGID GALVANIZED STEEL

RM ROOM

RMS ROOT MEAN SQUARE

RTU ROOF TOP UNIT

SC SURFACE CONDUIT

SEC SECONDARY

SF SQUARE FEET/FOOT

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SIM SIMILAR

S/N SOLID NEUTRAL

SPEC SPECIFICATION

SPKR SPEAKER

SP SPARE

SR SURFACE RACEWAY

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

1PH 1 PHASE

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

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

3PH 3 PHASE

A AMPERE

AAP ALARM ANNUNCIATOR PANEL

AC ALTERNATING CURRENT

ACC ACCESSIBLE

ACLG ABOVE CEILING

ADO AUTOMATIC DOOR OPENER

A/E ARCHITECT/ENGINEER

AF AMP FRAME

AFC AVAILABLE FAULT CURRENT (KILOAMPS)

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFI ARC FAULT CIRCUIT INTERRUPTER

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

APPROX APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BAS BUILDING AUTOMATION SYSTEM

BATT BATTERY

BC BARE COPPER

BD BOARD

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

BYP BYPASS

C CONDUIT

CAB CABINET

CALC CALCULATED

CAP CAPACITY

CAT CATALOG, CATEGORY

CATV COMMUNITY ANTENNA TELEVISION

CB CIRCUIT BREAKER

CCR CONTROL CONTACTOR

CCTV CLOSED CIRCUIT TELEVISION

cd CANDELA

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR-FURNISHED

CKT CIRCUIT

CLG CEILING

COAX COAXIAL CABLE

COMM COMMUNICATION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION OR CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CPT CONTROL POWER TRANSFORMER

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CTV CABLE TELEVISION

CTR CENTER

CU COPPER

CU FT CUBIC FEET

dB DECIBEL

DB DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLISH/DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DS SAFETY DISCONNECT SWITCH

DT DOUBLE THROW

DWG DRAWING

EC ELECTRICAL CONTRACTOR

EG EQUIPMENT GROUND

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMI ELECTROMAGNETIC INTERFERENCE

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

EPO EMERGENCY POWER OFF

EQUIP EQUIPMENT

ESMT EASEMENT

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WALL HEATER

ELECTRIC WATER HEATER

EX EXISTING

EXP EXPLOSION PROOF

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FCU FAN COIL UNIT

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FU FUSE

FUDS FUSED SAFETY DISCONNECT SWITCH

FVR FULL VOLTAGE REVERSING

FVNR FULL VOLTAGE NON-REVERSING

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

GRS GALVANIZED RIGID STEEL (CONDUIT)

GYP GYPSUM

HID HIGH-INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HT HEIGHT

HTR HEATER

HV HIGH VOLTAGE

HVAC HEATING, VENTILATING AND AIR CONDITIONING

IES ILLUMINATION ENGINEERING SOCIETY

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

IR INFRARED

I/W INTERLOCK WITH

IWH INSTANTANEOUS WATER HEATER

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LED LIGHT-EMITTING DIODE

LF LINEAR FEET/FOOT

LM LUMEN

LRA LOCKED ROTOR AMPS

LT LIGHT

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

METAL-CLAD (CONDUIT)

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MFR MANUFACTURER

MFS MAIN FUSED DISCONNECT SWITCH

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MOA MULTIOUTLET ASSEMBLY

MSBD MAIN SWITCHBOARD

MT MOUNT

SPRINKLER RISER

INDICATING BUTTERFLY VALVE

WITH TAMPER SWITCH AT OR ABOVE

7'-0" AFF, CONNECT TO EXISTING

WIRES TO CONTROL PANEL

WATER FLOW SWITCH, CONNECT TO

EXISTING WIRES TO CONTROL PANEL

PRESSURE GAUGE

SPRINKLER PIPE TO ZONE

AUXILIARY DRAIN VALVE

1" INSPECTOR'S TEST VALVE

SIGHT GLASS

2" DRAIN

CHECK VALVE

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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FX002

FIRE SUPPRESSION ELECTRICAL

GENERAL INFORMATION

3 17NAS, WLF

REPLACE FIRE SPRINKLERS

BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

MAY 18, 2021

BID SET

695-19-10420-137

RBK

Scale: No Scale

TYPICAL FLOOR CONTROL VALVE WIRING DETAIL

1 2 3 4 5 6 7 8 9 10 10' 11 12 13 13' 14 15 16 17 19 20

C

D

E

H

J

K

L

M

N

O

P

Q

R

S

T

B

6" FL

2" DRAIN

6" FL

FL

FL

FL

3" FL

FL

FL

3" FL

FL

2" DRAIN

6" FL 6" FL

6" FL

FL

EX. 6" FL UP

TO FDC

SEE SHEET

FX441 FOR

PHASE 2

WORK

FL

FL

6" FL

6" FL

F L

F L

6" FL 6" FL

F L

F X

B

/1 FX101B

/1 FX101C /1 FX101D/1 FX101C

SEE SHEET

FX411 FOR

PHASE 6

WORK

6" FL

6" FL

4" FL

3" FL

2" DRAIN

6" FL

6" FL

FL

F L

3" FL

2" DRAIN

D R A

IN

1" DRAIN

2" DRAIN

3" FL

ABANDONED 6" FL RISER

ABANDONED 6" FL RISER

6" FL

6" FL

3/4" DRAIN

2" DRAIN

FL

2 2

EX. 6" FL TO FDC AT

BUILDING PERIMETER

D R A

IN

EX. ABANDONED

PIPING TO

SUBBASEMENT

CONVEYOR

TUNNELS, TYP.

6" FL

EX. ABANDONED PIPING TO

SUBBASEMENT CONVEYOR

TUNNELS, TYP.

EX. ABANDONED

PIPING TO

SUBBASEMENT

CONVEYOR

TUNNELS, TYP.

STAIR 4 AREA

SUBBASEMENT

STAIR 1 AREA

NEW SPRINKLER MAIN

EXISTING SPRINKLER

MAIN

EXISTING BRANCH TO RISER TO BE

REPLACED IN FUTURE PHASE.

PHASE 1A

PHASE 1B

EXISTING RISER ISOLATION VALVE

NEW BRANCH PIPING

PREPARED FOR CONNECTION

PIPING SECTION TO BE

DEMOLISHED AT PHASE 1B.

PIPE SECTION TO BE

CONNECTED AT PHASE 1B.

NOTE:

1. PIPING TO BE REPLACED UP TO EXISTING VALVE. EXACT PIPING

ARRANGEMENT MAY VARY.

2. RECONNECT DRAIN PIPING AS NECESSARY. MAKE CONNECTION BEFORE

CHANGEOVER OF MAINS WHERE POSSIBLE.

NEW SPRINKLER MAIN

EXISTING SPRINKLER

MAIN

PHASE 1A

PHASE 1B

EXISTING BRANCH TO REMAIN

NEW BRANCH PIPING

PREPARED FOR CONNECTION

PIPE FITTING OR SECTION TO BE

DEMOLISHED AT PHASE 1B.

PIPE SECTION TO BE

CONNECTED AT PHASE 1B.

NOTE:

1. MINIMAL PIPING TO BE REPLACED. EXACT PIPING ARRANGEMENT MAY

VARY.

2. RECONNECT DRAIN PIPING AS NECESSARY. MAKE CONNECTION BEFORE

CHANGEOVER OF MAINS WHERE POSSIBLE.

Engineers Architects

# DEMOLITION KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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FX101A

SUBBASEMENT FIRE SUPPRESSION

PLAN AND DETAILS - AREA A

4 17NAS, WLF

REPLACE FIRE SPRINKLERS

BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

MAY 18, 2021

BID SET

695-19-10420-137

RBK

KEY PLAN

SCALE: NO SCALE

STAIR 3

STAIR 2

STAIR 1

STAIR 6

STAIR 4

STAIR 5

A B

C D

N

TRUE

NORTH

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

SUBBASEMENT FIRE SUPPRESSION PLAN - AREA A 0 4 8 16

A. SUBBASEMENT FIRE SERVICE MAINS ARE TO BE

REPLACED AS PART OF PHASE 1. SEE LIMITS OF

DEMOLITION AND CONNECTION SYMBOLS FOR

EXTENTS OF REPLACEMENT. SEE PHASING NOTES

ON FX001 FOR PHASING REQUIREMENTS.

B. DEMOLITION AND NEW CONSTRUCTION ARE

SHOWN ON THE SAME PLAN FOR CLARITY.

CONSTRUCT AND TEST NEW FIRE SERVICE MAINS

ADJACENT TO EXISTING BEFORE BEGINNING

DEMOLITION.

C. EXISTING INDICATING VALVES, FLOW SWITCHES

AND TAMPER SWITCHES SHALL BE REUSED.

CONTRACTOR SHALL TEST EVERY VALVE AND

ALARM DEVICE PRIOR TO BEGINNING WORK TO

ENSURE WORKING CONDITION.

D. ALL DEMOLISHED MATERIALS SHALL BE REMOVED

FROM SITE.

Scale: No Scale

TYPICAL SPRINKLER MAIN

REPLACEMENT AT RISER

ISOLATION VALVE DETAIL

Scale: No Scale

TYPICAL SPRINKLER MAIN

REPLACEMENT AT BRANCH

DETAIL

1 DEMOLISH BRANCH PIPING TO VALVE.

COORDINATE WITH CONSTRUCTION OF

NEW FIRE MAIN. SEE DETAIL 2/FX101A FOR

MORE INFORMATION.

2 DEMOLISH BRANCH PIPING TO FITTING.

COORDINATE WITH CONSTRUCTION OF

NEW FIRE MAIN. SEE DETAIL 3/FX101A FOR

MORE INFORMATION.

3 REMOVE EXISTING TAMPER SWITCH AT

EXISTING GATE VALVE.

4 DEMOLISH BRANCH PIPING TO RISER.

DRAIN RISER AND CAP AT FLOOR.

1 EXTEND NEW BRANCH PIPING AND CONNECT

TO EXISTING VALVE. COORDINATE

CONSTRUCTION WITH DEMOLITION OF

EXISTING FIRE MAIN. SEE DETAIL 2/FX101A

FOR MORE INFORMATION.

2 EXTEND NEW BRANCH PIPING AND CONNECT

TO EXISTING BRANCH PIPING. COORDINATE

CONSTRUCTION WITH DEMOLITION OF

EXISTING FIRE MAIN. SEE DETAIL 3/FX101A

FOR MORE INFORMATION.

3 RECONNECT EXISTING TAMPER SWITCH TO

NEW GATE VALVE.

19 20 21 22 23 23a 24 25 26 27 28 29

C

D

E

H

J

K

L

M

N

O

P

Q

R

S

T

B

6" FL

2" DRAIN

FL

4" FL4" FL

FL

2" DRAIN

EX. 2" DRAIN TO

HUB IN MER

SEE SHEET

FX451 FOR

PHASE 5

WORK

SEE SHEET

FX461 FOR

PHASE 7

WORK

REFER TO

2/FX101B FOR

WORK IN

PUMP ROOM

6" FL

FL

FL

6" FL6" FL

F L

F L

4" FL

/1 FX101A

F X

A

/1 FX101C /1 FX101D /1 FX101D

6" FL

6" FL

3" FL

2" DRAIN

6" FL

6" FL

FL

F L

FL

2" DRAIN

6" FL

6" FL

ABANDONED 4" FL RISER

UP TO HOSE CABINET

FL

FL

ABANDONED

6" FL RISER

3" FL

FL

F L

2" DRAIN

D R A

IN

2" DRAIN

2" DRAIN

4" FL

4" FL

4" FL

EX. ABANDONED PIPING TO

SUBBASEMENT CONVEYOR

TUNNELS, TYP.

SUBBASEMENT

MER

MER

FIRE PUMP ROOM

ENTRY

STAIR 5 AREA

SUBBASEMENT

SUBBASEMENT

STAIR 6 AREA

C

D

E

EXISTING 4" FIRE SERVICE MAIN TO DRY

SYSTEM ZONE VALVES IN PUMP ROOM

B

6" FL

6" FL

F L

F L

FL

FL

NEW 6" FIRE SERVICE MAIN TO CRAWLSPACE

EXTEND EXISTING 8" HEADER AND

CONNECT NEW 6" FIRE MAIN.

DEMOLISH EXISTING 6" FIRE MAIN BACK

TO FIRE PUMP HEADER AND CAP.

EXISTING 8" DOUBLE CHECK DETECTOR

ASSEMBLY BACKFLOW PREVENTER

EXISTING INLINE FIRE PUMP

EXISTING FDC

SERVICE DOOR AT BASEMENT LEVEL

ROLL UP DOOR

TO EXTERIOR

8" FIRE SERVICE UP FROM BELOW SLAB

E X

T E

R

IO

R L

O A

D

IN

G R

A M

P

6" FL

DEMOLISH EXISTING 2" FIRE TEST/

DRAIN AND CONNECT NEW DRAIN TO

EXISTING

2"

"2

4" FL

6" FL

D R

A

IN

EXISTING INLINE JOCKEY PUMP

EXISTING HEADER ISOLATION VALVE

EXISTING FIRE PUMP TEST

EXISTING DRAIN DISCHARGE

NEW 6" SERVICE MAIN FROM NEW HEADER

EXTENSION WITH MONITORED ISOLATION

VALVE

EXISTING 6" SERVICE MAIN FROM HEADER

WITH MONITORED ISOLATION VALVE TO BE

DEMOLISHED

EXISTING 8" FIRE PUMP HEADER

MER

FIRE PUMP ROOM

ENTRY

EXISTING 8" HEADER

EXISTING 8" FIRE SERVICE

EXISTING 8" BACKFLOW PREVENTOR

EXISTING FIRE PUMP ASSEMBLY

EXISTING 6" MAIN TO BE REMOVED

EXISTING 6" FROM FIRE DEPARTMENT

CONNECTION.

EXISTING JOCKY PUMP (BEHIND VALVE)

NEW 6" MAIN (MEDIUM WITH HEAVY

OUTLINE, TYP.)

EXISTING PIPE (LIGHT WITH THIN

OUTLINE, TYP.)

ISOLATION VALVE, TYP

NEW 6" MAIN

EXISTING 4"

MAIN TO DRY

SYSTEM

EXISTING FIRE PUMP TEST

CONNECTION

EXISTING 6" MAIN TO BE REMOVED

(DARK WITH HEAVY DASHED

OUTLINE, TYP.)

NEW CAP

EXISTING FIRE PUMP TEST CONNECTION

EXISTING 2" DRAIN OUTLET

NEW 6" MAIN

NEW 2" MAIN TEST/DRAIN

NEW 3/4" DRIP DRAIN

EXISTING HEADER ISOLATION VALVE

EXISTING JOCKY PUMP PIPING

NEW 8" HEADER END SECTION

Engineers Architects

# DEMOLITION KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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FX101B

SUBBASEMENT FIRE SUPPRESSION

PLANS AND PUMP ROOM ISOMETRIC -

AREA B

5 17NAS, WLF

REPLACE FIRE SPRINKLERS

BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

MAY 18, 2021

BID SET

695-19-10420-137

RBK

KEY PLAN

SCALE: NO SCALE

STAIR 3

STAIR 2

STAIR 1

STAIR 6

STAIR 4

STAIR 5

A B

C D

N

TRUE

NORTH

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

SUBBASEMENT FIRE SUPPRESSION PLAN - AREA B 0 4 8 16

A. SUBBASEMENT FIRE SERVICE MAINS ARE TO BE

REPLACED AS PART OF PHASE 1. SEE LIMITS OF

DEMOLITION AND CONNECTION SYMBOLS FOR

EXTENTS OF REPLACEMENT. SEE PHASING NOTES

ON FX001 FOR PHASING REQUIREMENTS.

B. DEMOLITION AND NEW CONSTRUCTION ARE

SHOWN ON THE SAME PLAN FOR CLARITY.

CONSTRUCT AND TEST NEW FIRE SERVICE MAINS

ADJACENT TO EXISTING BEFORE BEGINNING

DEMOLITION.

C. EXISTING INDICATING VALVES, FLOW SWITCHES

AND TAMPER SWITCHES SHALL BE REUSED.

CONTRACTOR SHALL TEST EVERY VALVE AND

ALARM DEVICE PRIOR TO BEGINNING WORK TO

ENSURE WORKING CONDITION.

D. ALL DEMOLISHED MATERIALS SHALL BE REMOVED

FROM SITE.

Scale: 1/4" = 1'-0"

PUMP ROOM FIRE SUPPRESSION PLAN 0 2 4 8

1 DEMOLISH BRANCH PIPING TO VALVE.

COORDINATE WITH CONSTRUCTION OF

NEW FIRE MAIN. SEE DETAIL 2/FX101A FOR

MORE INFORMATION.

3 DEMOLISH PIPING THROUGH WALL FOR

CHANGEOVER OF FIRE MAINS.

4 REMOVE EXISTING TAMPER SWITCH AT

EXISTING GATE VALVE.

1 EXTEND NEW BRANCH PIPING AND CONNECT

TO EXISTING VALVE. COORDINATE

CONSTRUCTION WITH DEMOLITION OF

EXISTING FIRE MAIN. SEE DETAIL 2/FX101A

FOR MORE INFORMATION.

3 ROUTE NEW MAIN THROUGH EXISTING

PENETRATION.

4 RECONNECT EXISTING TAMPER SWITCH TO

NEW GATE VALVE.

5 CONNECT NEW 1" DRAIN INTO TOP OF

EXISTING DRAIN. RUN HORIZONTAL WITH

ISOLATION VALVE FOR CONNECTION IN

PHASE 7.

Scale:

PUMP ROOM FIRE SUPPRESSION ISOMETRIC

1 2 3 4 5 6 7 8 9 10 10' 11 12 13 13' 14 15 16 17 19

KK

T

U

V

W

X

Y

Z

AA

BB

CC

FF

GG

HH

JJ

FL

6" FL

D R A

IN

6" FL6" FL

FL

2" DRAIN 2" DRAIN

6" FL

4" FL

FL

SEE SHEET

FX411 FOR

PHASE 6

WORK

SEE SHEET

FX431 FOR

PHASE 5

WORK

FL

FL

6" FL

2" DRAIN

F L

6" FL 6" FL 6" FL 6" FL

/1 FX101A /1 FX101A /1 FX101B

/1 FX101D

F X

D

EX 6" FL UP TO FDC

4" FL

FL

D R A

IN

2" DRAIN

4" FL

4" FLABANDONED 4" FL RISER

UP TO HOSE CABINET ABANDONED 4" FL RISER

UP TO HOSE CABINET

ABANDONED 6" FL RISER

1"

D R A

IN

1" DRAIN VALVE OF BOT OF FL

EX. ABANDONED PIPING TO

SUBBASEMENT CONVEYOR

TUNNELS, TYP.

6" FL

ABANDONED 4" FL RISER

UP TO HOSE CABINET

FL

6" FL

FL

ABANDONED 6" FL RISER

ABANDONED 6" FL RISER

ABANDONED 4" FL RISER

UP TO HOSE CABINET

SUBBASEMENT

MER

POOL EQUIPMENT

B0529A

SUBBASEMENT

STAIR 3 AREA

Engineers Architects

# DEMOLITION KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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FX101C

SUBBASEMENT FIRE SUPPRESSION

PLAN - AREA C

6 17NAS, WLF

REPLACE FIRE SPRINKLERS

BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

MAY 18, 2021

BID SET

695-19-10420-137

RBK

KEY PLAN

SCALE: NO SCALE

STAIR 3

STAIR 2

STAIR 1

STAIR 6

STAIR 4

STAIR 5

A B

C D

N

TRUE

NORTH

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

SUBBASEMENT FIRE SUPPRESSION PLAN - AREA C 0 4 8 16

A. SUBBASEMENT FIRE SERVICE MAINS ARE TO BE

REPLACED AS PART OF PHASE 1. SEE LIMITS OF

DEMOLITION AND CONNECTION SYMBOLS FOR

EXTENTS OF REPLACEMENT. SEE PHASING NOTES

ON FX001 FOR PHASING REQUIREMENTS.

B. DEMOLITION AND NEW CONSTRUCTION ARE

SHOWN ON THE SAME PLAN FOR CLARITY.

CONSTRUCT AND TEST NEW FIRE SERVICE MAINS

ADJACENT TO EXISTING BEFORE BEGINNING

DEMOLITION.

C. EXISTING INDICATING VALVES, FLOW SWITCHES

AND TAMPER SWITCHES SHALL BE REUSED.

CONTRACTOR SHALL TEST EVERY VALVE AND

ALARM DEVICE PRIOR TO BEGINNING WORK TO

ENSURE WORKING CONDITION.

D. ALL DEMOLISHED MATERIALS SHALL BE REMOVED

FROM SITE.

1 DEMOLISH BRANCH PIPING TO VALVE.

COORDINATE WITH CONSTRUCTION OF

NEW FIRE MAIN. SEE DETAIL 2/FX101A FOR

MORE INFORMATION.

2 DEMOLISH BRANCH PIPING TO FITTING.

COORDINATE WITH CONSTRUCTION OF

NEW FIRE MAIN. SEE DETAIL 3/FX101A FOR

MORE INFORMATION.

4 REMOVE EXISTING TAMPER SWITCH AT

EXISTING GATE VALVE.

5 DEMOLISH ABANDONED SPRINKLER PIPING

AS NECESSARY TO ROUTE NEW MAINS.

6 DEMOLISH ABANDONED SPRINKLER PIPING

AND CAP FLUSH WITH FLOOR OR WALL.

1 EXTEND NEW BRANCH PIPING AND CONNECT

TO EXISTING VALVE. COORDINATE

CONSTRUCTION WITH DEMOLITION OF

EXISTING FIRE MAIN. SEE DETAIL 2/FX101A

FOR MORE INFORMATION.

2 EXTEND NEW BRANCH PIPING AND CONNECT

TO EXISTING BRANCH PIPING. COORDINATE

CONSTRUCTION WITH DEMOLITION OF

EXISTING FIRE MAIN. SEE DETAIL 3/FX101A

FOR MORE INFORMATION.

4 RECONNECT EXISTING TAMPER SWITCH TO

NEW GATE VALVE.

19 20 21 22 23 23a 24 25 26 27 28 29

KK

T

U

V

W

X

Y

Z

AA

BB

CC

FF

GG

HH

JJ

6" FL

4" FL

FL

FL

SEE SHEET

FX421 FOR

PHASE 4

WORK

F L

F L

/1 FX101A /1 FX101B

/1 FX101C

/1 FX101B

F X

C

4" FL

2" DRAIN

6" FL

6" FL

FL

FL

6" FL FROM FDC AT

BUILDING PERIMETER

ABANDONED 4" FL FOR

REMOVED HOSE

CABINET RISER

FL

ABANDONED 4" FL FOR

REMOVED HOSE

CABINET RISER

ABANDONED 4" FL RISER

UP TO HOSE CABINET

2 1/2" FL

3" FL

EX. 2-1/2" FL SERVING

LOGISTICS WAREHOUSE

EX. 3" FL SERVING CANTEEN

ABANDONED 6" FL RISER

ABANDONED 6" FL RISER

UP TO HOSE CABINET SUBBASEMENT

STAIR 2 AREA

Engineers Architects

# DEMOLITION KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

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:2

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U s e rs \n s to lt z \D o c u m e n ts \F

-2

-1

R n s to lt z .r v t

FX101D

SUBBASEMENT FIRE SUPPRESSION

PLAN - AREA D

7 17NAS, WLF

REPLACE FIRE SPRINKLERS

BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

MAY 18, 2021

BID SET

695-19-10420-137

RBK

KEY PLAN

SCALE: NO SCALE

STAIR 3

STAIR 2

STAIR 1

STAIR 6

STAIR 4

STAIR 5

A B

C D

N

TRUE

NORTH

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

SUBBASEMENT FIRE SUPPRESSION PLAN - AREA D 0 4 8 16

A. SUBBASEMENT FIRE SERVICE MAINS ARE TO BE

REPLACED AS PART OF PHASE 1. SEE LIMITS OF

DEMOLITION AND CONNECTION SYMBOLS FOR

EXTENTS OF REPLACEMENT. SEE PHASING NOTES

ON FX001 FOR PHASING REQUIREMENTS.

B. DEMOLITION AND NEW CONSTRUCTION ARE

SHOWN ON THE SAME PLAN FOR CLARITY.

CONSTRUCT AND TEST NEW FIRE SERVICE MAINS

ADJACENT TO EXISTING BEFORE BEGINNING

DEMOLITION.

C. EXISTING INDICATING VALVES, FLOW SWITCHES

AND TAMPER SWITCHES SHALL BE REUSED.

CONTRACTOR SHALL TEST EVERY VALVE AND

ALARM DEVICE PRIOR TO BEGINNING WORK TO

ENSURE WORKING CONDITION.

D. ALL DEMOLISHED MATERIALS SHALL BE REMOVED

FROM SITE.

1 DEMOLISH BRANCH PIPING TO VALVE.

COORDINATE WITH CONSTRUCTION OF

NEW FIRE MAIN. SEE DETAIL 2/FX101A FOR

MORE INFORMATION.

2 DEMOLISH BRANCH PIPING TO FITTING.

COORDINATE WITH CONSTRUCTION OF

NEW FIRE MAIN. SEE DETAIL 3/FX101A FOR

MORE INFORMATION.

3 DEMOLISH ABANDONED SPRINKLER PIPING

AS NECESSARY TO ROUTE NEW MAINS.

1 EXTEND NEW BRANCH PIPING AND CONNECT

TO EXISTING VALVE. COORDINATE

CONSTRUCTION WITH DEMOLITION OF

EXISTING FIRE MAIN. SEE DETAIL 2/FX101A

FOR MORE INFORMATION.

2 EXTEND NEW BRANCH PIPING AND CONNECT

TO EXISTING BRANCH PIPING. COORDINATE

CONSTRUCTION WITH DEMOLITION OF

EXISTING FIRE MAIN. SEE DETAIL 3/FX101A

FOR MORE INFORMATION, SIMILAR, BUT WITH

OFFSET ELBOWS TO CONNECT.

FEC

DN

UP

2R

C H

AR

TI

N G

DN

7) R

PDP01

D N D N

F.E.

EMPLOYEE

SMOKING

SHELTER D

N

D N

G R

EASE

D N

D N

D N

1 2 3 4 5 6 7 8 9 10 10' 11 12 13 13' 14 15 16 17 19 20 21 22 23 24 25 26 27 28 29

LL

KK

A

C

D

E

H

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

BB

CC

FF

GG

HH

JJ

EAST ENTRANCE

STAIR 4

STAIR 1

STAIR 3

STAIR 2

STAIR 6

STAIR 5

B

SEE SHEET

FX441 FOR

WORK IN

THIS AREA

SEE SHEET

FX451 FOR

WORK IN

THIS AREA

SEE SHEET

FX461 FOR

WORK IN

THIS AREA

SEE SHEET

FX411 FOR

WORK IN

THIS AREA

SEE SHEET

FX431 FOR

WORK IN

THIS AREA

SEE SHEET

FX421 FOR

WORK IN

THIS AREA

SOUTH ENTRANCE

CORRIDOR TO BUILDING 70

EXISTING TEMPORARY FDC FOR ADDITION PROJECT

EXISTING FDC

EXISTING FDC

EXISTING FDC

Engineers Architects

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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FX102

FIRST FLOOR FIRE SUPPRESSION

PLAN

8 17NAS, WLF

REPLACE FIRE SPRINKLERS

BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

MAY 18, 2021

BID SET

695-19-10420-137

RBK

Scale: 3/64" = 1'-0"

FIRST FLOOR FIRE SUPPRESSION PLAN

KEY PLAN

SCALE: NO SCALE

STAIR 3

STAIR 2

STAIR 1

STAIR 6

STAIR 4

STAIR 5

N

TRUE

NORTH

A. FIRE RISERS ABOVE THE SUBBASEMENT LEVEL

AND IN THE INDICATED STAIRWELLS ARE TO BE

REPLACED AS PART OF PHASES 2 THROUGH 7.

SEE PLANS AND SECTIONS SHEETS FOR RISER

SPECIFIC PHASING REQUIREMENTS AND EXTENTS

OF REPLACEMENT.

0 168 32

STAIR 1 AREA

13' 14 15

Q

R

S

T

FX411

FX411

FL

2" DRAIN

FL

6" FL

6" FL

FL

13' 14 15

ELEV 3-B-9

ELEVATOR

ELEV 3-B-12

ELEVATOR

STR-3-1

STAIRWELL

3409EC

EC

EC

OFFICE

3410A

OFFICE

C3B03

CORRIDOR

OFFICE

Q

R

S

T

FX411

TO SPRINKLER

ZONE

TO SPRINKLER

ZONE

FX411

13' 14 15

Q

R

S

T

FX411

TO SPRINKLER

ZONE

FIRE DRAIN FROM

PENTHOUSE

6" DOWN

FROM TANK

FX411

FIRST FLOOR

13' - 9"

SECOND FLOOR

27' - 6"

THIRD FLOOR

41' - 3"

FOURTH FLOOR

52' - 9"

FIFTH FLOOR

64' - 3"

SIXTH FLOOR

75' - 9"

SEVENTH FLOOR

87' - 3"

EIGHTH FLOOR

98' - 9"

NINTH FLOOR

110' - 3"

TENTH FLOOR

121' - 9"

ELEVENTH FLOOR

133' - 3"

TWELFTH FLOOR

147' - 3"

BASEMENT

0' - 0"

SUB-BASEMENT

-10' - 0"

14 15

TYP OF 2

FIRST FLOOR

13' - 9"

SECOND FLOOR

27' - 6"

THIRD FLOOR

41' - 3"

FOURTH FLOOR

52' - 9"

FIFTH FLOOR

64' - 3"

SIXTH FLOOR

75' - 9"

SEVENTH FLOOR

87' - 3"

EIGHTH FLOOR

98' - 9"

NINTH FLOOR

110' - 3"

TENTH FLOOR

121' - 9"

ELEVENTH FLOOR

133' - 3"

TWELFTH FLOOR

147' - 3"

BASEMENT

0' - 0"

SUB-BASEMENT

-10' - 0"

RS

6 6

5 5

1 1

4 4

Engineers Architects

# DEMOLITION KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/1

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FX411

FIRE SUPPRESSION PLANS AND

SECTIONS - STAIR 1

9 17NAS, WLF

REPLACE FIRE SPRINKLERS

BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

MAY 18, 2021

BID SET

695-19-10420-137

RBK

KEY PLAN

SCALE: NO SCALE

STAIR 3

STAIR 2

STAIR 1

STAIR 6

STAIR 4

STAIR 5

N

TRUE

NORTH

0 2 4 8

A. REFER TO PHASING NOTES ON FX001 FOR

PHASING REQUIREMENTS.

B. PRESSURE TEST AND RECERTIFY FIRE

SUPPRESSION SYSTEM AFTER EACH

SHUTDOWN.

C. EXISTING INDICATING VALVES, FLOW SWITCHES

AND TAMPER SWITCHES SHALL BE REUSED.

CONTRACTOR SHALL TEST EVERY SUPERVISED

VALVE AND ALARM DEVICE PRIOR TO BEGINNING

WORK TO ENSURE WORKING CONDITION.

D. ALL DEMOLISHED MATERIALS SHALL BE

REMOVED FROM SITE.

1 DEMOLISH RISER PIPING BEYOND GATE

VALVE.

2 DEMOLISH RISER PIPING BETWEEN

SUBBASEMENT GATE VALVE AND ZONE

CONTROL VALVES. TYPICAL OF ALL LEVELS.

3 REMOVE EXISTING HOSE VALVES AND

RETAIN FOR REUSE. TYPICAL OF ALL

LEVELS.

4 REMOVE EXISTING RISER FLOW SWITCH

AND RETAIN FOR REUSE.

5 DEMOLISH RISER BRANCH PIPING TO RISER

DRAIN.

6 DEMOLISH PENTHOUSE STORAGE TANK

SUPPLY PIPING TO THIS POINT.

1 CONNECT NEW RISER PIPING AT EXISTING

VALVE.

2 CONNECT NEW RISER PIPING TO EXISTING

ZONE CONTROL VALVES. TYPICAL OF ALL

LEVELS.

3 RECONNECT EXISTING HOSE VALVES.

TYPICAL OF ALL LEVELS.

4 RECONNECT EXISTING FLOW SWITCH.

5 CONNECT TO EXISTING RISER DRAIN PIPING.

6 CONNECT NEW RISER PIPING TO EXISTING

SUPPLY PIPING FROM PENTHOUSE STORAGE

TANK.

0 2 4 8

0 2 4 80 4 8 160 4 8 16

Scale: 1/4" = 1'-0"

SUBBASEMENT FIRE SUPPRESSION PLAN -

STAIR 1

Scale: 1/4" = 1'-0"

TYPICAL FIRE SUPPRESSION PLAN - STAIR 1

Scale: 1/4" = 1'-0"

ELEVENTH FLOOR FIRE SUPPRESSION PLAN -

STAIR 1

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

FIRE SUPPRESSION SECTION -

STAIR 1 - WEST

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

FIRE SUPPRESSION SECTION -

STAIR 1 - NORTH

S

SS

S S

S S

S

STAIR 2 AREA

20 21 22 23 23a

FF

GG

HH

FX421

FX421

6" FL

F L

6" FL

6" FL

2" DRAIN

20 21 22 23

B0622A

OFFICE

B0622

OFFICE

B0621A

OFFICE

B0630EC

ELEC.

CLOSET

FF

GG

HH

FX421

FX421

3" FL

F L

UP FROM

SUBBASEMENT

UP TO FIRST

FLOOR

TO SPRINKLER

ZONE

20 21 22 23

C3C10

CORRIDOR

HAC

STAIR

STR-3-2

SUNROOM

DAYROOM

FF

GG

HH

FX421

FX421

TO SPRINKLER

ZONE

20 21 22 23

10636

OFFICE

10634

HAC

C10C10

CORRIDOR

STR 10-2

STAIRWELL

10632A

OFFICE

FF

GG

HH

FX421

FX421

FL

FL

TO SPRINKLER

ZONE

TO ROOF

MANIFOLD

FIRST FLOOR

13' - 9"

SECOND FLOOR

27' - 6"

THIRD FLOOR

41' - 3"

FOURTH FLOOR

52' - 9"

FIFTH FLOOR

64' - 3"

SIXTH FLOOR

75' - 9"

SEVENTH FLOOR

87' - 3"

EIGHTH FLOOR

98' - 9"

NINTH FLOOR

110' - 3"

TENTH FLOOR

121' - 9"

ELEVENTH FLOOR

133' - 3"

BASEMENT

0' - 0"

SUB-BASEMENT

-10' - 0"

GG HH

LOGISTICS

B0622

CORRIDOR

CO25C1

FIRST FLOOR

13' - 9"

SECOND FLOOR

27' - 6"

THIRD FLOOR

41' - 3"

FOURTH FLOOR

52' - 9"

FIFTH FLOOR

64' - 3"

SIXTH FLOOR

75' - 9"

SEVENTH FLOOR

87' - 3"

EIGHTH FLOOR

98' - 9"

NINTH FLOOR

110' - 3"

TENTH FLOOR

121' - 9"

ELEVENTH FLOOR

133' - 3"

BASEMENT

0' - 0"

SUB-BASEMENT

-10' - 0"

21 22

Engineers Architects

# DEMOLITION KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

/1

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:1

P

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-2

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FX421

FIRE SUPPRESSION PLANS AND

SECTIONS - STAIR 2

10 17NAS, WLF

REPLACE FIRE SPRINKLERS

BLDG. 111

5000 W. NATIONAL AVENUE

MILWAULKEE, WI 53295

MAY 18, 2021

BID SET

695-19-10420-137

RBK

KEY PLAN

SCALE: NO SCALE

STAIR 3

STAIR 2

STAIR 1

STAIR 6

STAIR 4

STAIR 5

N

TRUE

NORTH

A. REFER TO PHASING NOTES ON FX001 FOR

PHASING REQUIREMENTS.

B. PRESSURE TEST AND RECERTIFY FIRE

SUPPRESSION SYSTEM AFTER EACH

SHUTDOWN.

C. EXISTING INDICATING VALVES, FLOW SWITCHES

AND TAMPER SWITCHES SHALL BE REUSED.

CONTRACTOR SHALL TEST EVERY SUPERVISED

VALVE AND ALARM DEVICE PRIOR TO BEGINNING

WORK TO ENSURE WORKING CONDITION.

D. ALL DEMOLISHED MATERIALS SHALL BE

REMOVED FROM SITE.

1 DEMOLISH RISER PIPING BEYOND GATE

VALVE.

2 DEMOLISH RISER PIPING BETWEEN

SUBBASEMENT GATE VALVE AND ZONE

CONTROL VALVES. TYPICAL OF ALL LEVELS.

3 REMOVE EXISTING HOSE VALVES AND

RETAIN FOR REUSE. TYPICAL OF ALL

LEVELS.

4 REMOVE EXISTING RISER FLOW SWITCH

AND RETAIN FOR REUSE.

5 DEMOLISH RISER BRANCH PIPING TO RISER

DRAIN.

6 DEMOLISH ROOF MANIFOLD SUPPLY PIPING

TO THIS POINT.

7 REMOVE GYPSUM BOARD OR PLASTER

WALLS AND FLOORING AS REQUIRED TO

PERFORM PIPING REPLACEMENT IN SPACE.

1 CONNECT NEW RISER PIPING AT EXISTING

VALVE.

2 CONNECT NEW RISER PIPING TO EXISTING

ZONE CONTROL VALVES. TYPICAL OF ALL

LEVELS.

3 RECONNECT EXISTING HOSE VALVES.

TYPICAL OF ALL LEVELS.

4 RECONNECT EXISTING FLOW SWITCH.

5 CONNECT TO EXISTING RISER DRAIN PIPING.

6 CONNECT NEW RISER PIPING TO EXISTING

SUPPLY TO ROOF MANIFOLD.

7 INSTALL GYPSUM BOARD ON EXISTING STUD

WALL FRAMING. FEATHER EXISTING GYPSUM

BOARD OR PLASTER FINISH INTO NEW

GYPSUM BOARD. FINISH AND PAINT TO

MATCH ADJACENT EXISTING WALL.

0 2 4 8

0 2 4 8

0 2 4 8

0 2 4 8

0 4 8 160 4 8 16

Scale: 1/4" = 1'-0"

SUBBASEMENT FIRE SUPPRESSION PLAN -

STAIR 2

Scale: 1/4" = 1'-0"

BASEMENT FIRE SUPPRESSION PLAN - STAIR 2

Scale: 1/4" = 1'-0"

TYPICAL FIRE SUPPRESSION PLAN - STAIR 2

Scale: 1/4" = 1'-0"

TENTH FLOOR FIRE SUPPRESSION PLAN - STAIR 2

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

FIRE SUPPRESSION SECTION -

STAIR 2 - SOUTH

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

FIRE SUPPRESSION SECTION -

STAIR 2 - WEST

STAIR 3 AREA

2 3 4 5

FF

GG

HH

FX431

FX431

2" DRAIN

6" FL

F L

2 3 4 5

BARIATRIC

RM

C3C04

CORRIDOR

FF

GG

HH

FX431

FX431

STR 3-3

STAIRWELL

TO SPRINKLER ZONE

2 3 4 5

10528

10526

HAC

STR 10-3

STAIRWELL

FF

GG

HH

FX431

FX431

OFFICE

TO SPRINKLER ZONE

TO ROOF MANIFOLD

FIRST FLOOR

13' - 9"

SECOND FLOOR

27' - 6"

THIRD FLOOR

41' - 3"

FOURTH FLOOR

52' - 9"

FIFTH FLOOR

64' - 3"

SIXTH FLOOR

75' - 9"

SEVENTH FLOOR

87' - 3"

EIGHTH FLOOR

98' - 9"

NINTH FLOOR

110' - 3"

TENTH FLOOR

121' - 9"

ELEVENTH FLOOR

133' - 3"

BASEMENT

0' - 0"

SUB-BASEMENT

-10' - 0"

GGHH

TYP. OF 2

TYP OF 2

FIRST FLOOR

13' - 9"

SECOND FLOOR

27' - 6"

THIRD FLOOR

41' - 3"

FOURTH FLOOR

52' - 9"

FIFTH FLOOR

64' - 3"

SIXTH FLOOR

75' - 9"

SEVENTH FLOOR

87' - 3"

EIGHTH FLOOR

98' - 9"

NINTH FLOOR

110' - 3"

TENTH FLOOR

121' - 9"

ELEVENTH FLOOR

133' - 3"

BASEMENT

0' - 0"

SUB-BASEMENT

-10' - 0"

3 4

Engineers Architects

# DEMOLITION KEY NOTES:

# NEW WORK KEY NOTES:

Revisions: Date

Drawing Title

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET…