P09 Drawings 10 FS 100 BID - 4 pages.pdf

MECHANICAL TEE

SCREWED END

NEW PIPING

NOTE: SEE FLOOR

PLAN FOR EXISTING

AND NEW PIPE SIZES.

2" NIPPLE 4" LONG

WITH CAP.

TYPICAL TEE WITH

CROSS MAIN PITCH

TOWARDS FEED MAIN.

FEED OR CROSS MAIN.

NOTE: INSTALL FLUSHING

CONNECTION AT END OF

CROSS MAINS.

FLUSHING CONNECTION

MECHANICAL TEE

ADJUSTABLE RING HANGER.

AUTO. SPRINKLER PIPE.

SURGE RESTRAINER.

EXPANSION ANCHOR HILTI QUIK BOLT

TZ OR APPROVED EQUAL. EXPANSION

ANCHOR SHALL BE QUALIFIED FOR

USE IN CRACKED CONCRETE PER ACI

355.2.

EXIST. CONCRETE FLOOR

CONCRETE

STEEL BEAM.

C-CLAMP.

THREADED HANGER ROD.

RETAINING STRAP.

SET SCREW.

STEEL BEAM

NOTE: HANGING DETAILS SHOWN ARE SUBJECT

TO REQUIREMENTS OF SEISMIC DESIGN.

UPRIGHT HEAD.

PROVIDE GUARD.

DUCTWORK OR OTHER

OBSTRUCTION OVER

48" IN WIDTH.

NOTES:

1. SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER ABOVE AND BELOW DUCT OR

OTHER OBSTRUCTION OVER 48" IN WIDTH.

2. SPRINKLER CONTRACTOR SHALL COORDINATE WITH THE HVAC AND GENERAL

CONTRACTOR.

3. SPRINKLER CONTRACTOR SHALL INCLUDE COST OF ADDITIONAL SUPPORTS, AS

REQUIRED. ADDITIONAL SUPPORTS SHALL BE IN FULL CONFORMANCE WITH NFPA

REQUIREMENTS. ADDITIONAL SUPPORTS SHALL NOT BE HUNG FROM DUCT WORK.

SPRINKLER BRANCH LINE

UPRIGHT HEAD

ALL EXPOSED

SPRINKLER PIPING

SHALL BE PAINTED RED.

FIRE RATED WALL AND OR SLAB

INSTALL INSULATION AFTER

CAULKING SLEEVE, SEAL AS

REQUIRED.

APPROVED TYPE FIRE SAFE &

SMOKE TIGHT CAULKING SEALER

BETWEEN BARE PIPE & SLEEVE.

FINISHED ESCUTCHEON PLATE

FLUSH AGAINST WALL AND OF

SIZE TO COMPLETELY COVER

OPENING.

STEEL PIPE SLEEVE TERMINATE

SLEEVE FLUSH WITH FINISHED

SURFACE

FIRESTOPPING APPROVED

BY LOCAL CODES)

NOTE: MINIMUM SIZE OF OPENINGS AROUND SPRINKLER PIPE PENTRATIONS OF

CONCRETE OR CMU WALLS SHALL BE IN ACCORDANCE WITH NFPA 13 SEISMIC

REQUIREMENTS.

WALL

MAX AREA PER HEAD

225 SQ. FT.

130 SQ. FT.

6'-0" MIN

15'-0" MAX

LIGHT HAZARD

ORDINARY HAZARD

6" MIN

7'-6" MAX

SPRINKLER HEAD

DENSITY PER 1500 SQ. FT.

0.1 GPM / SQ. FT.

0.15 GPM / SQ. FT.

SUSPENDED CEILING

DROP NIPPLE

PENDENT SPRINKLER

HEAD.

1"x1/2" R.C.

REDUCER

BRANCH LINE

1"x0'-2" NIPPLE

1" 90 EL.

1" X ARMOVER

1" X DROP

HANGERS

SHALL BE

PROVIDED

AS REQUIRED

BY NFPA 13.

TYPICAL

NOTE:

1. ALL SPRINKLERS SHALL BE FM APPROVED

QUICK RESPONSE.

2. ALL EXPOSED PIPING SHALL BE PAINTED RED.

FIRE PROTECTION GENERAL NOTES

A. THE FIRE PROTECTION CONTRACTOR SHOULD USE NFPA-13 (CURRENT EDITION), CHAPTER 8, “PLANS AND

CALCULATIONS” 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.

B. THE FIRE PROTECTION CONTRACTOR SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE (LATEST ADOPTED

EDITION). INSTALLATION SHALL MEET THE REQUIREMENTS OF VA.

C. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ROOM FINISH SCHEDULE WHICH INDICATE CEILING HEIGHTS. COORDINATE WITH ARCHITECT'S REFLECTED CEILING PLAN FOR PROPOSED LOCATION OF SPRINKLER HEADS IN AREAS WITH CEILINGS. LOCATE HEADS IN AREAS WITHOUT CEILINGS AS REQUIRED BY CODE & VA REQUIREMENTS

FOR THE APPROPRIATE HAZARD CLASSIFICATION.

D. THIS FACILITY SHALL BE A TOTALLY SPRINKLERED BUILDING. FIRE SUPPRESSION SYSTEM SHALL BE WET PIPE TYPE SYSTEM WITH COMPLETE SPRINKLER PROTECTION UNLESS NOTED OTHERWISE. SYSTEM TO BE DESIGNED AS

REQUIRED BY NFPA AND VA FOR THE APPROPRIATE HAZARD CLASSIFICATION.

E. SPRINKLER HEAD LAYOUTS INDICATED ARE BASED ON OCCUPANCY HAZARD CLASSIFICATIONS OUTLINED IN NFPA-13

AND VA STANDARDS.

F. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HYDRAULICALLY CALCULATE SPRINKLER REQUIREMENTS PER THE APPROPRIATE HAZARD OCCUPANCY AND PROVIDE ACTUAL NUMBER OF HEADS, REQUIRED SPACING AND PIPE ROUTING AS REQUIRED FOR CLEARANCE WITH STRUCTURAL CONDITIONS AND OTHER TRADES TO PROVIDE A COMPLETE AND

OPERABLE SYSTEM IN ACCORDANCE WITH NFPA AND VA REQUIREMENTS.

G. FIRE PROTECTION CONTRACTOR SHOULD OBTAIN FLOW TEST DATA INDICATING THE WATER FLOW AND PRESSURE

AVAILABLE TO THE FACILITY OR MAKE ARRANGEMENTS TO HAVE A FLOW TEST PERFORMED.

H. 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.

I. REFER TO SPECIFICATION SECTIONS IN DIVISION 21 FOR ADDITIONAL INFORMATION PERTAINING TO THE FIRE

PROTECTION SYSTEM.

J. SUPPORT ALL NEW PIPING AND EQUIPMENT FROM STRUCTURE ABOVE AS REQUIRED. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL STEEL TO SPAN BETWEEN PRIMARY BUILDING STRUCTURAL MEMBERS. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE DESIGN OF SUPPLEMENTAL STEEL AND SUPPORTS INCLUDING REACTION LOADS AT

PRIMARY BUILDING STRUCTURAL MEMBERS.

K. PROVIDE SPRINKLER HEADS IN CONCEALED LOCATIONS PER NFPA REQUIREMENTS.

L. DURING CONSTRUCTION PROCEDURES, THE ENTIRE WORK AREA SHALL BE CLEAN OF ALL DUST, DIRT, AND OTHER

DEBRIS BEFORE APPLICATION OF ANY NEW MATERIALS.

M. THESE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK AND ARE NOT INTENDED TO SHOW OR DESCRIBE ALL

WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF CONTRACT DOCUMENTS.

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

SPECIFIED AND INDICATED ON THE DRAWINGS.

O. INCLUDE IN BID, PERMIT, INSPECTION, AND OTHER FEES REQUIRED BY LOCAL CITY OR VA FOR COMPLETION OF WORK

SO NO ADDITIONAL EXPENSES ARE INTRODUCED TO OWNER.

P. PROMPTLY INFORM THE VA, IN WRITING, OF ANY DEVIATIONS IN THE CONTRACT DOCUMENTS FROM REQUIREMENTS OF LOCAL LAWS AND REGULATIONS. PERFORM WORK IN ACCORDANCE WITH SUCH REQUIREMENTS AT NO ADDITIONAL

COST TO THE OWNER.

Q. FIRE PROTECTION CONTRACTOR SHALL SUBMIT ONE COMPLETE SET OF AUTOMATIC SPRINKLER SYSTEM DRAWINGS, HYDRAULIC CALCULATIONS, CURRENT WATER FLOW TEST, AND THE EQUIPMENT DATA BROCHURES PREPARED BY OR UNDER THE SUPERVISION OF, AND SEALED BY A PROFESSIONAL ENGINEER. THE SUBMITTAL SHALL BE SENT TO VA FOR REVIEW AND APPROVAL. SYSTEM SHALL ALSO BE IN COMPLIANCE WITH ALL REQUIRED PLUMBING CODES.

R. ALL EXPENSES CARRIED BY THE A/E IN TROUBLESHOOTING SYSTEM(S) PROBLEMS CAUSED BY INADEQUATE WORKMANSHIP, LACK OF TECHNICAL EXPERTISE OR OTHER FORMS OF POOR PERFORMANCE ON THE PART OF A

CONTRACTOR, SHALL BE BORN BY THAT CONTRACTOR.

S. PROVIDE FIRE STOPS / SEALANT AT ALL PIPE PENETRATIONS THROUGHOUT FIRE RATED WALLS. REVIEW ARCHITECTURAL PLANS PRIOR TO BIDDING AND INDICATE PENETRATIONS ON SPRINKLER LAYOUT SUBMITTAL.

T. ELECTRONIC FLOW AND TAMPER SWITCHES ARE TO BE PURCHASED AND INSTALLED BY SPRINKLER CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR.

U. WATER SERVICE AND DETECTOR TYPE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER TO BE PROVIDED, INSTALLED AND TESTED BY PLUMBING CONTRACTOR. INCORPORATE ASSOCIATED PRESSURE DROP OF SELECTED

BACKFLOW PREVENTER DEVICE IN HYDRAULIC CALCULATIONS.

V. ALL DROPS TO SPRINKLER HEADS SHALL TEE / ELBOW OFF TOP OF BRANCH PIPE, EXCEPT WHERE STRUCTURAL, ARCHITECTURAL OR MECHANICAL EQUIPMENT CONDITIONS PRECLUDE CONVENTIONAL INSTALLATION.

W. SPRINKLER HEADS SHALL BE IN A SYMMETRICAL PATTERN, NOT NECESSARILY IN THE CENTER OF ROOMS, CORRIDORS

OR CEILING TILE.

X. THE FIRE PROTECTION CONTRACTOR SHALL LOCATE THE INSPECTOR'S TEST CONNECTION AND MAIN DRAIN LOCATIONS

IN ACCORDANCE WITH NFPA-13.

Y. FIRE DEPARTMENT CONNECTION SHALL BE LOCATED NOT MORE THAN 100 FEET AWAY FROM THE NEAREST FIRE HYDRANT CONNECTED TO AN APPROVED WATER SUPPLY AND SHALL BE LOCATED NOT LESS THAN 18 INCHES, NOR

MORE THAN 48 INCHES ABOVE ADJACENT SURFACE.

FIRE PROTECTION CONTRACTOR

SEMI-RECESSED SPRINKLER HEAD

UPRIGHT SPRINKLER HEAD

FIRE LINE FPCFL

TAMPER SWITCH

FLOW SWITCH

CONCEALED SPRINKLER HEAD

PENDANT SPRINKLER HEAD

CHECK VALVE

GATE VALVE

EXTERIOR ALARM GONG (WATER ACTIVATED)

TEST AND DRAIN ASSEMBLY

ORDINARY HAZARD

GROUP 1 OCCUPANCY

SIDEWALL SPRINKLER HEAD

FIRE DEPARTMENT CONNECTION (FDC)

NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT

FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS

KEYNOTE

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER CONNECT TO EXISTING

LIMITS OF DEMOLITION

BACKFLOW PREVENTER

FIRE PROTECTION DEMOLITION GENERAL NOTES

A. LOCATIONS SHOWN FOR EXISTING FIRE PROTECTION PIPE AND EQUIPMENT ARE APPROXIMATE. THE CONTRACTOR IS

TO FIELD VERIFY THE EXACT LOCATIONS OF EXISTING FIRE PROTECTION LINES AND EQUIPMENT INCLUDING RISERS AND

VALVES PRIOR TO THE START OF WORK.

B. COORDINATE WITH VA FOR ANY SHUTDOWNS OR PLANNED INTERRUPTIONS OF THE FIRE PROTECTION SERVICE. THE CONTRACTOR SHALL GIVE THE OWNER THREE (3) DAYS NOTICE PRIOR TO THE PLANNED SHUTDOWN OR

INTERRUPTION.

C. 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.

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

OFFSITE AND DISPOSED OF.

BUILDING AND OCCUPANT SAFETY -

INTERRUPTION OF FIRE PROTECTION SERVICE

A. DURING THE TIME THAT THE FIRE PROTECTION RENOVATION WORK IS BEING PERFORMED, AND THE FIRE PROTECTION SYSTEM IS DOWN AND OUT OF COMMISSION, THE FIRE PROTECTION CONTRACTOR SHALL HAVE SUFFICIENT

PERSONNEL ONSITE TO KEEP A “FIRE WATCH” ON THE FACILITY PER VA REQUIREMENTS.

B. A FIRE PROTECTION WATCH IS IMPLEMENTED TO ENSURE THE FIRE SAFETY OF A BUILDING IN THE EVENT OF ANY ACT, OR SITUATION INSTIGATING AN INCREASED RISK TO PERSONS OR PROPERTY. THE TERM “FIRE WATCH” IS USED TO DESCRIBE A DEDICATED PERSON OR PERSONS WHO’S SOLE RESPONSIBILITY IS TO LOOK FOR FIRES WITHIN AN

ESTABLISHED AREA.

C. IN THE OPINION OF THE FIRE AND LIFE-SAFETY GROUP (FLS) OF FACTORY MUTUAL (FM), ANY REQUIRED FIRE PROTECTION SYSTEM THAT IS OUT OF SERVICE FOR MORE THAN 4 HOURS AND OCCUPIED IS REQUIRED TO ESTABLISH A FIRE WATCH. FOR THE PERSON OR PERSONS ASSIGNED TO THE FIRE WATCH, THIS MUST BE THEIR ONLY JOB DUTY

DURING THE TIME PERIOD OF THE FIRE PROTECTION RENOVATION WORK.

D. IN ADDITION THE BUILDING OWNER IS REQUIRED TO HAVE AN IMPAIRMENT COORDINATOR. THE OUT OF SERVICE EQUIPMENT MUST BE TAGGED “OUT OF SERVICE”. AN OUT OF SERVICE TAG MUST BE PLACED AT THE FIRE ALARM PANEL AND THE FIRE DEPARTMENT CONNECTION (REFERENCE INTERNATIONAL FIRE CODE- CHAPTER 9, SECTION 901.7).

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

USE.

F. 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.

FLOW TEST INFORMATION

THE BUILDING IS SERVED BY A FIRE PUMP. SEE EXISTING RISER PRESSURE GAUGE READING, DETAIL 7 ON

THIS SHEET.

T&D

TS

FS

ORDINARY HAZARD

GROUP 2 OCCUPANCY

INFECTION CONTROL MEASURES

A. CONTRACTOR SHALL COMPLY WITH VA INFECTION CONTROL RISK ASSESSMENT REQUIREMENTS AND WRITTEN DUST

CONTROL PLAN.

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

MAINTAINED.

C. 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.

D. FIRE PROTECTION SYSTEM REVISIONS SHALL BE PROPERLY PERFORMED TO LIMIT WATERBOURNE OPPORTUNISTIC

PATHOGENS.

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

ACCEPTANCE.

SEISMIC DESIGN CRITERIA

(REFER TO STRUCTURAL DRAWINGS)

SS = 0.99

SI = 0.310

IE = 1.5

SDS = 0.688

RISK CATEGORY IV

SEISMIC DESIGN

CATEGORY - D

SD1 = 0.36

(PROVIDE SEISMIC SUPPORTS/BRACING AS REQUIRED.)

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, ESPECIALLY CHAPTERS 6 (TYPES OF CONSTRUCTION) AND CHAPTER 9 (FIRE

PROTECTION SYSTEMS), NFPA 13 (CHAPTER 8), AND THE PROJECT SPECIFICATIONS

FOR OTHER FIRE PROTECTION REQUIREMENTS.

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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FIRE SUPPRESSION GENERAL

INFORMATION AND STANDARD

DETAILS

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MARION, IL 62959

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657-50119-126

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RBK

Scale: No Scale

MECHANICAL TEE AND FLUSHING CONNECTION DETAIL

Scale: No Scale

PIPE HANGER SUPPORT DETAIL

Scale: No Scale

SPRINKLER ABOVE AND BELOW DUCT DETAIL

Scale: No Scale

SPRINKLER PIPE SLEEVE THRU FIRE RATED WALL

Scale: No Scale

TYPICAL FLOOR CONTROL VALVE ASSEMBLY DETAIL

Scale: No Scale

TYPICAL SEMI-RECESSED PENDENT SPRINKLER

Scale: No Scale

FIRE SUPPRESSION RISER PRESSURE GAUGE

DocuSign Envelope ID: 4F810D56-F7FC-4A6F-92E9-37BF1FEFC9E6

11/14/2019

A

MN K G F

E D C

AREA OF WORK

4" FL

2" FL

FIBER OPTIC

236B

LOGISTICS

WOMEN

HAC

MEN

MECH.

INPATIENT DIETETIC

217A

CLINICAL DIETITION

INPATIENT DIETETIC

STORAGE

ELEC.

HAC

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

CLINIC NURSES

RESTROOM

STORAGE

214A

RECEPTIONIST

COORIDOR

C204-38

CORRIDOR

C201-38

CORRIDOR

C202-38

CORRIDOR

C203-38

WAITING

STRESS LAB

WAITING

STAIR

S2-02

ELEVATOR 5

P3

ELEVATOR 6

P4

DIET OFFICE

208B

DIETETIC SERVICE

STORAGE

208A

CORRIDOR

C202-02

CORRIDOR

C203-02

STAIR

S1-02

MEN

WOMEN

NUTRITION SERVICES

OUTPATIENT NUTRITION

OUTPATIENT NUTRITION

204A

STORAGE

204B

OFFICE

207A

RECREATION

STORAGE

203D

ROOM

203A

ROOM

203B

ROOM

203C

DISHWASHING

207BCART STORAGE

207C

KITCHEN

PAMN

PAGING EQUIPMENT

ELEVATOR 2

ELEVATOR 1

OXYGEN STORAGE

WHEELCHAIR ALCOVE

C3

SOILED UTILITY

ELEC.

CORRIDOR

C2

ELEVATOR LOBBY

C1

2" FL

4" FL

4" FL

4" FL

4"

4"

" 4" 4"

2"

Engineers Architects

## 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.

THE ROOM NUMBERING SEQUENCE IS FOR

CONSTRUCTION IDENTIFICATION ONLY. FINAL ROOM

NUMBERING SHALL BE CORRELATED WITH CURRENT

BAS IDENTIFICATION POINTS THAT ARE NOT BEING USED

DUE TO DEMOLITION. FINAL ROOM NUMBERING AND

SIGNAGE SHALL EB APPROVED BY VA STAFF ON

SITE

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SECOND FLOOR FIRE SUPPRESSION

DEMOLITION PLAN

2 4NAS

RELOCATE AND UPGRADE

OPERATING SUITES -

MARION, IL

MARION VAMC

MARION, IL 62959

11/15/2019

BID DOCUMENTS

657-50119-126

2, 38

RBK

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

2A 2B

0 4 8 16

NORTH

PLAN

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

SECOND FLOOR FIRE SUPPRESSION DEMOLITION PLAN

01 2"FL UP TO PENTHOUSE. RELOCATE AS

INDICATED.

02 DEMOLISH ALL FL PIPING IN THIS AREA BACK

TO MAIN AS INDICATED. ROUTE NEW PIPING

FROM RISER.

03 DEMOLISH ALL EXISTING CPVC & STEEL

PIPING IN THIS AREA BACK TO MAINS AS

INDICATED.

04 SEE DETAIL 2 FOR PICTURE OF EXISTING 4"

RISER AND 2" DRAIN.

05 SEE DETAIL 3 FOR PICTURE OF EXISTING 4"

RISER AND 2" DRAIN.

01 REMOVE EXISTING SPRINKLER HEADS IN THE

AREAS BEING RENOVATED.

02 DEMOLISH SPRINKLER BRANCH PIPING TO

MAINS AS INDICATED.

03 EXISTING PIPE SIZES ARE APPROXIMATE.

Scale: No Scale

BUILDING 2 SPRINKLER RISER

Scale: No Scale

BUILDING 38 SPRINKLER RISER

A

MN K G F

E D C

MEN'S LOCKER

STAFF TOILET

STAFF TOILET

STAFF LOUNGE

CORRIDOR

C203-38

CORRIDOR

C201-38

CORRIDOR

C202-02

CORRIDOR

C204-02

PRE/POST

PACU

MEDS

CORRIDOR

C207-02

OR

CORRIDOR

C204-2

CORRIDOR

205-02

OR

ALCOVE

C207-02A

CORRIDOR

C206-02

STORAGE

STAIR

S1-02

CORRIDOR

C203-02

SCRUB STATION

247A

ALCOVE

249A

SCRUB STATION

249B

SCRUB STATION

250A

ELEVATOR SHAFT

C202-54

CHASE

C202-56

ELEVATOR 2

C207-02B

ELEVATOR 1

C207-02C

FIBER OPTIC

LOGISTICS

PAMN

C207-02F

PAGING EQUIPMENT

C207-02G

WHEELCHAIR ALCOVE

C3

SOILED UTILITY

ELEC.

CORRIDOR

C2

STRESS LAB

ELEVATOR LOBBY

C1

AREA OF WORK

OR

TOILET

TOILET

N. MANAGER OFFICE

PSA OFFICE

BIO-MED

WOMEN'S LOCKER

ANESTHESIA

EQUIPMENT

HAC

215ELECTRICAL

ELECTRICAL

WAITING

CONSULTATION

PRE/POST

PRE/POST

PRE/POST

PRE/POST

PRE/POST

TOILET

TOILET

STAFF TOILET

ISOLATION

ANTE

CARE STATION

238 DICTATION

SOILED HOLDING

HAC

PRE/POST

PACU

PACU

CLEAN SUPPLY

IMMED. STER.

STERILE CORE

CORRIDOR

C201-02

4" FL

2" FL

4" FL

2" FL

4" FL

4" FL

2" FL

2" FL

Engineers Architects

## 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.

THE ROOM NUMBERING SEQUENCE IS FOR

CONSTRUCTION IDENTIFICATION ONLY. FINAL ROOM

NUMBERING SHALL BE CORRELATED WITH CURRENT

BAS IDENTIFICATION POINTS THAT ARE NOT BEING USED

DUE TO DEMOLITION. FINAL ROOM NUMBERING AND

SIGNAGE SHALL EB APPROVED BY VA STAFF ON

SITE

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SECOND FLOOR FIRE SUPPRESSION

PLAN

3 4NAS

RELOCATE AND UPGRADE

OPERATING SUITES -

MARION, IL

MARION VAMC

MARION, IL 62959

11/15/2019

BID DOCUMENTS

657-50119-126

2, 38

RBK

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

2A 2B

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

SECOND FLOOR FIRE SUPPRESSION PLAN 0 4 8 16

NORTH

PLAN

01 PROVIDE NEW SPRINKLER HEADS AS PER

NEW LAYOUT.

02 PROVIDE NEW FL MAINS AND BRANCH

PIPING.

03 RELOCATED 2" FL UP TO PENTHOUSE.

04 CONNECT TO EXISTING MAINS.

05 2" FL FROM BELOW.

01 EXISTING FIRE AND SMOKE ZONES SHALL BE

MAINTAINED.

02 FOR OCCUPANCY CLASSIFICATION, REFER

TO SPECIFICATIONS.

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

PENTHOUSE FIRE PROTECTION PLAN

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PP

ES

PP

PP

PPES

PP

ES

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP ESPP

PP

PPPP PPPP PPPP

PP

PP

PP

PP

PP

PP

PP

PP

PPES

PP PP

PP PP

PP

ES

ES

B U

IL

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IN

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B U

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IN

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B U

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D

IN

G

B

U

IL

D

IN

G

B U

IL

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IN

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B

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IL

D

IN

G

Engineers Architects

## 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.

THE ROOM NUMBERING SEQUENCE IS FOR

CONSTRUCTION IDENTIFICATION ONLY. FINAL ROOM

NUMBERING SHALL BE CORRELATED WITH CURRENT

BAS IDENTIFICATION POINTS THAT ARE NOT BEING USED

DUE TO DEMOLITION. FINAL ROOM NUMBERING AND

SIGNAGE SHALL EB APPROVED BY VA STAFF ON

SITE

/1 /2

:0

:5

P M

FS102

SECOND FLOOR FIRE SUPPRESSION

REFLECTED CEILING PLAN

4 4NAS

RELOCATE AND UPGRADE

OPERATING SUITES -

MARION, IL

MARION VAMC

MARION, IL 62959

11/15/2019

BID DOCUMENTS

657-50119-126

2, 38

RBK

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

2A 2B

0 4 8 16

NORTH

PLAN

01 SPRINKLER HEADS SHOWN ARE FOR

COORDINATION PURPOSE ONLY.

02 NEW SPRINKLER LAYOUT SHALL BE PER

NFPA-13 AND HYDRAULICALLY DESIGINED

SYSTEM.

03 MAINTAIN EXISTING SMOKE ZONES.

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

SECOND FLOOR FIRE SUPPRESSION REFLECTED CEILING PLAN