B08_Solicitation_Attachment_1_Drawings_FRSP_Fredericksburg_Battlefield_Visitor_Center.pdf

QUALITY DESIGN CERTIFICATION

STATEREGION COUNTY

NAME OF PARK

TITLE OF PROJECTCROFT & ASSOCIATES -

PRIME:

REVISION

LOCATION WITHIN PARK

NATIONAL PARK SERVICE

SOUTHEAST REGIONAL OFFICE

UNITED STATES

DEPARTMENT OF THE INTERIOR

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

RECOMMENDED:

Project Manager

APPROVED:

Superintendent

Date

Date

BOWMAN FIRE & LIFE

SAFETY, INC.

JOHNS CREEK, GEORGIA

SUB:

CROFT & ASSOCIATES

KENNESAW, GEORGIA

FREDERICKSBURG & SPOTSYLVANIA

NATIONAL MILITARY PARK

NORTHEAST SPOTSYLVANIA VIRGINIA

FREDERICKSBURG VISITOR CENTER

FREDRICKSBURG & SPOTSYLVANIA NATIONAL MILITARY PARK

NORTH

VICINITY MAP SCALE: 1" = 500'

CONSTRUCTION DOCUMENTS

FINAL DESIGN DRAWINGS

304830B

1 11

APPLICABLE CODES AND STANDARDS

· INTERNATIONAL FIRE CODE® (IFC) 2024 WITH APPENDICES

· 2022 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, STANDARD

FOR THE INSTALLATION OF SPRINKLER SYSTEMS

· 2022 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL

ELECTRICAL CODE

· 2022 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, NATIONAL

FIRE ALARM AND SIGNALING CODE®

· NPS RM-58 STRUCTURAL FIRE MANAGEMENT DATED SEPTEMBER 2023

FIRE SUPPRESSION SYSTEM

Sheet List Table Sheet Number Sheet Title

G000 COVER SHEET

A101 BASEMENT RESTROOM PLAN

C001 GENERAL NOTES

C100 EXISTING CONDITIONS AND DEMOLITION PLAN

C101 UTILITY AND EROSION PLAN

C500 CONSTRUCTION DETAILS 1 OF 2

C501 CONSTRUCTION DETAILS 2 OF 2

FX101 BASEMENT FIRE PROTECTION PLAN

FX102 FIRST FLOOR FIRE PROTECTION PLAN

FX103 SECOND FLOOR FIRE PROTECTION PLAN

FX501 DETAILS - FIRE PROTECTION

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

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GENERAL NOTESC001

FREDERICKSBURG VISITOR CENTER

FREDERICKSBURG & SPOTSYLVANIA

NATIONAL MILITARY PARK 3 11

SITE NOTES

1. ACREAGE OF PROPERTY: ±3.58 ACRES (7779-91-1951), ±0.18 ACRES (7779-91-4739)

2. DISTURBED AREA: ±0.055 ACRES

3. USE : MUSEUM/STORAGE FACILITY

4. SIGNING AND STRIPING TO BE PROVIDED ACCORDING TO THE LOCAL SPECIFICATIONS.

5. SIGNAGE WILL BE PROVIDED TO MUTCD STANDARDS.

6. ON-SITE PARKING SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION.

7. THERE ARE NO STATE WATERS ON SITE.

8. THERE ARE NO WETLANDS ON SITE.

9. THERE ARE NO KNOWN LANDFILLS ON SITE.

10. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PATRIOT SURVEYING & INFRASTRUCTURE DATED JUNE 11 2024.

GRADING NOTES

BOUNDARY INFORMATION OBTAINED FROM PATRIOT SURVEYING & INFRASTRUCTURE. TOPOGRAPHIC INFORMATION OBTAINED FROM PATRIOT SURVEYING & INFRASTRUCTURE. EXISTING UTILITY LOCATIONS ARE SHOWN FOR INFORMATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS OF ALL UTILITIES AND FOR COORDINATING

HIS OPERATIONS WITH ALL UTILITIES WHICH CONFLICT WITH HIS WORK.

UNDERCUTTING IS REQUIRED IN ALL AREAS WHERE MATERIAL IS DETERMINED TO BE UNSUITABLE (BY A REGISTERED GEOTECHNICAL ENGINEER) FOR STRUCTURAL BACKFILL MATERIAL. ALL TREES, STUMPS, ROOTS, DEBRIS, AND OTHERWISE DELETERIOUS MATERIAL MAY NOT BE BURIED OR DISPOSED OF ON SITE. ALL SLOPES SHALL BE 3:1 MAXIMUM, UNLESS SPECIFIED OTHERWISE OR WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. STRIP TOPSOIL AND VEGETATION FROM ALL WORK AREAS PRIOR TO GRADING. COMPACT FILL TO 95% STD PROCTOR DENSITY. STOCKPILES TO BE COMPACTED

TO 90% SPD IN TOP 2' TO PREVENT INFILTRATION OF MOISTURE.

UTILITY DISCLAIMER:

INFORMATION REGARDING THE PRESENCE, SIZE, CHARACTER AND LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES SHOWN HEREON IS BASED ON INFORMATION READILY AVAILABLE AT THE TIME OF PLAN PREPARATION. THERE IS NO CERTAINTY OF THE ACCURACY OF THIS INFORMATION AND IT SHALL BE TAKEN INTO CONSIDERATION BY THOSE USING THIS DOCUMENT. THE LOCATION AND DISPOSITION OF UTILITIES SHOWN MAY BE INACCURATE AND UTILITIES AND STRUCTURES NOT SHOWN MAY BE ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES AFFECTED BY HIS

WORK PRIOR TO BEGINNING ANY CONSTRUCTION OR LAND DISTURBANCE.

GENERAL CONSTRUCTION NOTES

1. ALL UTILITY LOCATIONS TO BE FIELD VERIFIED BY PROPER AGENCIES BEFORE BEGINNING CONSTRUCTION. INFORMATION

SHOWN SHOULD BE CONSIDERED APPROXIMATE. CONTRACTOR TO CONTACT ALL UTILITY COMPANIES TO HAVE UTILITIES

FIELD LOCATED BEFORE EXCAVATION OR DEMOLITION WORK BEGINS.

2. ALL WORK AND MATERIALS SHALL COMPLY WITH LOCAL REGULATIONS AND CODES OF O.S.H.A STANDARDS.

3. NECESSARY AND SUFFICIENT BARRICADES, LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL MEASURES AS MAY BE

NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE

CONSTRUCTION PERIOD.

4. THE LOCATIONS OF EXISTING UNDERGROUND AND OVERHEAD UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR CROFT AND ASSOCIATES. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND AND OVERHEAD UTILITIES.

5. FOR EXACT BUILDING DIMENSIONS SEE ARCHITECTURAL PLANS.

6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE BEGINNING CONSTRUCTION.

7. THE CONTRACTOR SHALL REFER TO THE PLUMBING / MECHANICAL PLANS FOR LOCATION & SIZE OF ROOF DRAINAGE, GAS

ELECTRICAL, SANITARY SEWER & WATER SYSTEM SERVICE LINE CONNECTIONS. MOST SERVICE CONNECTIONS BEGIN 5'

FROM BUILDING FACE.

8. THE CONTRACTOR SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITIONS AT TIE-INS TO EXISTING EDGES OF PAVEMENT.

9. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINT TOOL.

10. THE CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO ENSURE SMOOTH TRANSITIONS. THE

CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED BY THE

INSPECTOR TO ENSURE POSITIVE DRAINAGE (TYPICAL AT ALL INTERSECTIONS).

11. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS. REFER

TO THE STRUCTURAL DRAWINGS FOR FOUNDATION INFORMATION.

12. ALL FILL MATERIAL TO BE UTILIZED ON THE PROJECT SHALL BE FREE OF ORGANIC OR OTHERWISE DELETERIOUS MATERIALS AND COMPACTED TO MINIMUM DRY DENSITIES CORRESPONDING TO 95% OF MAXIMUM DRY DENSITY AS OBTAINED BY STANDARD PROCTOR, ASTM D698 AND AT LEAST 98% OF STANDARD PROCTOR WITHIN 1 FOOT BELOW PAVEMENT SUBGRADE. FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED FILL THICKNESS.

13. MAXIMUM SLOPE OF EMBANKMENT SHALL BE 3.0 FEET HORIZONTAL TO 1.0 FOOT VERTICAL.

14. PROPOSED CONTOUR INTERVALS ARE AS LABELED. ALL PROPOSED CONTOURS ARE FINISHED GRADE.

15. THE CONTRACTOR WILL INSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE

PROJECT LIMITS. NO SEPARATE PAYMENT WILL BE MADE AT ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT.

16. EXCESS EARTH CUT MATERIAL,IF ANY, SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE

REMOVED FROM THE SITE UNLESS OTHERWISE APPROVED TO BE PLACED ON SITE BY THE OWNERS REPRESENTATIVE.

17. THE CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL

TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

18. SOILS TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY.THE TESTING

AGENCY SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, AND THE OWNER'S REPRESENTATIVE. TESTING AGENCY SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMED

BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS.

GENERAL NOTES

1. OFF-STREET PARKING MUST BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION.

2. CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY TRAFFIC BARRICADES AND WARNING SIGNAGE TO

THE SATISFACTION OF THE ROAD DEPARTMENT WHILE ROADWAY FRONTAGE IMPROVEMENTS ARE MADE.

3. ACCEPTANCE AND/OR SUBSEQUENT ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY THE LOCAL

MUNICIPALITY OF ANY LAND DISTURBING ACTIVITY WITHIN WETLAND AREAS, JURISDICTIONAL WATERS OF THE STATE, AREAS OF THREATENED/ENDANGERED SPECIES, OR AREAS OF HISTORICAL SIGNIFICANCE. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO CONTACT THE APPROPRIATE REGULATORY AGENCY FOR APPROVALS.

4. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL SILT BARRIER INSTALLATION IS CONSTRUCTED. SILT BARRIERS TO BE PLACED AS SHOWN AND/OR AS DIRECTED BY CONTRACTING OFFICER AND/OR LOCAL MUNICIPALITY INSPECTOR. NOTIFY INSPECTOR 24 HOURS PRIOR TO CONSTRUCTION. ALL EROSION AND SEDIMENTATION CONTROLS, AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. ACCEPTED PLANS AND SUBSEQUENT ACCEPTED REVISIONS MUST BE PRESENT ON-SITE AT ALL TIMES.

304830B

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5"

4"

LAFAYETTE BLVD

WILLIS STREET

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

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EXISTING CONDITIONS AND

DEMOLITION PLANC100

4 11

FREDERICKSBURG VISITOR CENTER

FREDERICKSBURG & SPOTSYLVANIA

NATIONAL MILITARY PARK

LEGEND

EXISTING WATER LINE

EXISTING CONTOUR

BRICK PAVER HATCH

304830B

REMOVE ±5 LF OF FENCE

SAW CUT ASPHALT FOR TRENCH

REMOVE BRICK PAVERS

TREE TO BE REMOVED

TREE PROTECTION FENCE

TREE PROTECTION FENCE

REMOVE ±5 LF OF CURB

REMOVE ±20 SF OF CONCRETE SIDEWALK

SAW CUT ASPHALT FOR PIPE TRENCHING

PAVING TO BE REMOVED

STRUCTURE TO BE REMOVED

DEMOLITION NOTES:

1. TREE PROTECTION FENCE SHALL BE PLACED ALONG LIMITS OF DISTURBANCE

AROUND ANY LARGE TREES WHOSE TRUNK OR ROOTS MAY BE IMPACTED BY

STOCKPILING MATERIALS, OR BEING DRIVEN OVER REPEATEDLY THE ALONG

THE PERIMETER AND THROUGHOUT THE DISTURBED AREA.

2. INCLUDE MEASURES FOR ROOT PROTECTION DURING TRENCHING (GIVING

CLEAN CUTS TO LARGE ROOTS, KEEPING CUT ROOTS COVERED/ MOIST UNTIL

SOIL IS PUT BACK IN).

3. ALL VEHICLES, EQUIPMENT, TOOLS, ETC. MUST BE CLEAN BEFORE ENTERING

PARK LANDS TO PREVENT SPREAD OF NON-NATIVE, INVASIVE PLANTS AND

OTHER PESTS.

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DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

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UTILITY AND EROSION PLANC101

5 11

LEGEND

FIRE LINE

UTILITY NOTES:

1. BACKFILL MATERIAL FOR ALL UTILITY LINES SHALL CONSISTS

OF CLEAN SOIL FREE FROM ROCKS AND STONES, EXTENDING

AT LEAST 12" FROM THE OUTER EDGES OF THE WATER LINES.

2. CONTRACTOR SHALL AVOID THE DISTURBANCE OF ANY

EXISTING UTILITY LINE THAT IS NOT OTHERWISE NOTED AS

BEING DISTURBED DURING CONSTRUCTION.

3. 4-6" OF WEED SEED TOPSOIL SHOULD BE PLACE ON TOP OF

BACKFILL.

4. IF EROSION CONTROL MATTING/ BLANKETS ARE USED, USE

NATURAL FIBER PRODUCTS (NOT PLASTIC).

5. NPS APPROVED SEED MIXES SHOULD BE USED FOR

REVEGETATION.

6. ALL VEHICLES, EQUIPMENT, TOOLS, ETC. BEING CLEAN BEFORE

ENTERING PARK LANDS TO PREVENT SPREAD OF NON-NATIVE,

INVASIVE PLANTS AND OTHER PESTS.

WALL PENETRATION SEE DETAIL 3 ON

SHEET C500. SEE FIRE PROTECTION

PLANS FOR CONTINUATION

PROPOSED 6" PVC

UNDERGROUND FIRE MAIN

EXISTING 16" PUBLIC

WATER MAIN

EXISTING DROP INLET

EXISTING TRANSFORMER

EXISTING 8" PUBLIC

WATER MAIN

6" VALVE

F

VALVE

FREDERICKSBURG VISITOR CENTER

FREDERICKSBURG & SPOTSYLVANIA

NATIONAL MILITARY PARK

TAPPING SLEEVE

PROPOSED 16"X6"

TAPPING SLEEVE

LIMITS OF DISTURBANCE

LIMITS OF DISTURBANCE

EXISTING FENCE TO BE REMOVED AND

REPLACED FOR PROPOSED FIRE LINE

REPLACE PORTION OF CONCRETE SIDEWALK

304830B

SO

TS

SO

IP

TREE PROTECTION FENCE

PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

EROSION CONTROL LEGEND

CODE

REPLACE ASPHALT AND

CONCRETE CURB

TREE PROTECTION FENCE

PROPOSED ASPHALT

PROPOSED CONCRETE

PROPOSED PAVERS

AVOID CONFLICTS WITH EXISTING UTILITIES

DURING INSTALLATION OF FIRE LINE

REPLACE BRICK PAVERS

REPLACE BRICK PAVERS

01/29/2025

BOOKSTORE

DOMESTIC WATER LINE

cloveall Line cloveall Line cloveall Line cloveall Line

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

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CONSTRUCTION DETAILS

1 OF 2C500

FREDERICKSBURG VISITOR CENTER

6 11FREDERICKSBURG & SPOTSYLVANIA

NATIONAL MILITARY PARK

304830B

NOT TO SCALE

PIPE SLEEVE THROUGH GROUT WALL DETAIL

NOT TO SCALE

PIPE SLEEVE THROUGH WALL DETAIL

NOTES:

FOR INTERIOR WALLS AND BELOW GRADE GROUND TO

GROUND WALLS.

NOTES:

FOR INTERIOR WALLS AND BELOW GRADE

GROUND TO GROUND WALLS.

ANCHOR LUGS (MIN.3 REQ'D)

PIPE SLEEVE

FIRE RESISTANT SILICONE

FOAM SEALER

POURED CONCRETE OR C.M.U

WALL

CUT OPENING IN EXISTING

MASONRY WALL LARGER THAN

SLEEVE AND FORM & FILL WITH

EXPENSIVE TYPE GROUT

ESCUTCHEON PLATE ONE ONE

OR BOTH SIDES WHERE PIPE IS

EXPOSED

PIPE INSTALLATION WHERE

REQ'D

PIPE

PIPE SLEEVE

POURED CONCRETE OR C.M.U. WALL

ESCUTCHEON PLATE ONE ONE OR BOTH SIDES WHERE PIPING IS

EXPOSED

PIPE INSTALLATION WHERE REQ'D

PIPE

ANCHOR LUGS (MIN. 3 REQ'D)

FIRE RESISTANT SILICONE

FOAM SEALER

C500

C500

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

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CONSTRUCTION DETAILS

2 OF 2C501

7 11FREDERICKSBURG & SPOTSYLVANIA

NATIONAL MILITARY PARK

304830B

FREDERICKSBURG VISITOR CENTER

EXHIBIT

ROOM

BOILER

ROOM

STORAGE

ROOM

CONFERENCE

AREA

MENS

RESTROOM

WOMENS

RESTROOM

B01

B07 B06

B09

B05

B02 B03

B04

B08

UP

FX501

FIRE PROTECTION SYSTEM LEAD IN

PROVIDE UPRIGHT SPRINKLERS

FOR BOILER AND STORAGE

ROOM AREAS. COORDINATE

SPRINKLER PLACEMENT

AROUND OBSTRUCTIONS FROM

EXISTING EQUIPMENT

PROVIDE SIDEWALL

SPRINKLERS FED FROM

STORAGE ROOM FOR

CONFERENCE AREA PROVIDE SIDEWALL SPRINKLERS FED

FROM BOILER ROOM FOR EXHIBIT AREA

CONSTRUCT NEW FIRE SPRINKLER RISER

ROOM IN EXISTING WOMENS RESTROOM.

PROVIDE SIDEWALL SPRINKLERS FOR

WOMENS RESTROOM FED FROM NEW

SPRINKLER RISER ROOM. SEE A101

PROPOSED SPRINKLER MAIN

LOCATION.

PROPOSED SPRINKLER MAIN LOCATION. MAINTAIN

HEADROOM IN STAIRCASE. LOCATE SPRINKLER

MAIN TO MINIMIZE IMPACT ON EXISTING SPACE

PROVIDE SIDEWALL SPRINKLERS

FED FROM STORAGE ROOM FOR

MENS RESTROOM

TO FIRE DEPARTMENT CONNECTION

TO BACKFLOW PREVENTER TEST HEADER

LIGHT HAZARD

0.10 GPM/SF OVER HYDRAULICALLY

MOST REMOTE 1,500 SF

ORDINARY HAZARD, GROUP 1

0.15 GPM/SF OVER HYDRAULICALLY

MOST REMOTE 1,500 SF

FIRE PROTECTION LEGEND FIRE PROTECTION NOTES

1. SEE SHEET FX501 FOR FIRE PROTECTION SYSTEM NOTES

AND DETAILS.

2. PAINT ALL EXPOSED SPRINKLER PIPING TO MATCH THE

EXISTING ADJACENT CEILING OR WALL COLOR. PAINT

COLOR MUST BE APPROVED BY THE COR.

3. SPRINKLER PIPE MUST NOT PENETRATE THE CROWN

MOLDING UNLESS APPROVED BY THE COR IN ORDER TO

PRESERVE HISTORIC ELEMENTS OF THE BUILDING.

4. THE BUILDING IS A MUSEUM EXHIBIT SPACE. ALL

OBJECTS/ARTIFACTS MUST BE PROTECTED FROM

POTENTIAL DAMAGE DURING INSTALLATION - PROTECT IN

PLACE, TEMPORARILY REMOVE, ETC. THE CURATOR MUST

REVIEW ALL TYPES OF EQUIPMENT WELL IN ADVANCE OF

INSTALLATION SCHEDULE IN ORDER TO MITIGATE

VIBRATION. CURATOR MUST NOTIFY LENDERS OF FUTURE

CONSTRUCTION PROJECT AND COMPLY WITH THEIR

PREFERENCE TO PROTECT OBJECTS/ARTIFACTS. COSTS

MAY BE ASSOCIATED WITH MOVING OBJECTS. IF

OBJECTS/ARTIFACTS WILL BE PROTECTED IN PLACE,

DISPLAY CASES OR VENTS SHOULD BE SEALED TO CATCH

DUST. CASE INTERIORS SHOULD BE CLEANED BEFORE

REINSTALLING OBJECTS. IF UTILITY SERVICES SUCH AS

HVAC NEED TO TO BE OR ARE INADVERTENTLY

INTERRUPTED, A TEMPORARY SOLUTION NEEDS TO BE

FOUND.

FX101

1 BASEMENT FIRE PROTECTION PLAN

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

A/E FIRM:

PRIME:

BOWMAN FIRE &

LIFE SAFETY, INC.

JOHNS CREEK,

GEORGIA

LOCATION WITHIN PARK

NAME OF PARK

1/

/2

3:

:5

PM BASEMENT FIRE

PROTECTION PLANFX101

01/29/2025

D. BROWN

H. SIMPSON

D. FISHER

8 11

304830B

FREDERICKSBURG & SPOTSYLVANIA

NATIONAL MILITARY PARK

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

0 2' 4' 8'

FREDERICKSBURG VISTOR CENTER

LECTURE

LOBBY

INFORMATION

EXHIBIT

ROOM

LIBRARY 102

UP

DN

FIRE PROTECTION SYSTEM RISER FROM BASEMENT

PROVIDE SIDEWALL SPRINKLERS

FROM LOBBY FOR LECTURE ROOM

PROVIDE SIDEWALL SPRINKLERS FROM

LOBBY FOR EXHIBIT AREA

PROPOSED SPRINKLER MAIN

LOCATION.

PROVIDE SIDEWALL SPRINKLERS

FROM LECTURE ROOM FOR LIBRARY

FIRE DEPARTMENT CONNECTION(2.5" NST CONNECTIONS)

PROPOSED SPRINKLER MAIN

LOCATION. PAINT SPRINKLER MAIN TO

MATCH EXISTING WALL FINISH.

PROVIDE SIDEWALL SPRINKLERS FROM

LOBBY FOR LOUNGE ROOM (102)

BACKFLOW PREVENTER TEST HEADER (2.5" NST CONNECTIONS)

FX501

LIGHT HAZARD

0.10 GPM/SF OVER HYDRAULICALLY

MOST REMOTE 1,500 SF

ORDINARY HAZARD, GROUP 1

0.15 GPM/SF OVER HYDRAULICALLY

MOST REMOTE 1,500 SF

FIRE PROTECTION LEGEND FIRE PROTECTION NOTES

1. SEE SHEET FX501 FOR FIRE PROTECTION SYSTEM NOTES

AND DETAILS.

2. PAINT ALL EXPOSED SPRINKLER PIPING TO MATCH THE

EXISTING ADJACENT CEILING OR WALL COLOR. PAINT

COLOR MUST BE APPROVED BY THE COR.

3. SPRINKLER PIPE MUST NOT PENETRATE THE CROWN

MOLDING UNLESS APPROVED BY THE COR IN ORDER TO

PRESERVE HISTORIC ELEMENTS OF THE BUILDING.

4. THE BUILDING IS A MUSEUM EXHIBIT SPACE. ALL

OBJECTS/ARTIFACTS MUST BE PROTECTED FROM

POTENTIAL DAMAGE DURING INSTALLATION - PROTECT IN

PLACE, TEMPORARILY REMOVE, ETC. THE CURATOR MUST

REVIEW ALL TYPES OF EQUIPMENT WELL IN ADVANCE OF

INSTALLATION SCHEDULE IN ORDER TO MITIGATE

VIBRATION. CURATOR MUST NOTIFY LENDERS OF FUTURE

CONSTRUCTION PROJECT AND COMPLY WITH THEIR

PREFERENCE TO PROTECT OBJECTS/ARTIFACTS. COSTS

MAY BE ASSOCIATED WITH MOVING OBJECTS. IF

OBJECTS/ARTIFACTS WILL BE PROTECTED IN PLACE,

DISPLAY CASES OR VENTS SHOULD BE SEALED TO CATCH

DUST. CASE INTERIORS SHOULD BE CLEANED BEFORE

REINSTALLING OBJECTS. IF UTILITY SERVICES SUCH AS

HVAC NEED TO TO BE OR ARE INADVERTENTLY

INTERRUPTED, A TEMPORARY SOLUTION NEEDS TO BE

FOUND.

FX102

1 FIRST FLOOR FIRE PROTECTION PLAN

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

A/E FIRM:

PRIME:

BOWMAN FIRE &

LIFE SAFETY, INC.

JOHNS CREEK,

GEORGIA

LOCATION WITHIN PARK

NAME OF PARK

1/

/2

3:

:1

PM FIRST FLOOR FIRE

PROTECTION PLANFX102

01/29/2025

D. BROWN

H. SIMPSON

D. FISHER

9 11

304830B

FREDERICKSBURG & SPOTSYLVANIA

NATIONAL MILITARY PARK

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

LUNCH

OFFICE

CORRIDOR

OFFICEOFFICE

DN

FIRE PROTECTION SYSTEM RISER FROM

SECOND FLOOR. SPRINKLERS ON THIRD FLOOR

ARE TO BE PENDENT TYPE. LOCATE SPRINKLER

MAIN IN ATTIC.

PROVIDE SIDEWALL SPRINKLERS FROM

CORRIDOR FOR LIBRARY AND OFFICE

PROPOSED SPRINKLER MAIN

LOCATION. PAINT SPRINKLER MAIN TO

MATCH EXISTING WALL FINISH.

PROVIDE SIDEWALL SPRINKLERS FROM

CORRIDOR FOR LUNCH ROOM AND CLOSETS

LIGHT HAZARD

0.10 GPM/SF OVER HYDRAULICALLY

MOST REMOTE 1,500 SF

ORDINARY HAZARD, GROUP 1

0.15 GPM/SF OVER HYDRAULICALLY

MOST REMOTE 1,500 SF

FIRE PROTECTION LEGEND FIRE PROTECTION NOTES

1. SEE SHEET FX501 FOR FIRE PROTECTION SYSTEM NOTES

AND DETAILS.

2. PAINT ALL EXPOSED SPRINKLER PIPING TO MATCH THE

EXISTING ADJACENT CEILING OR WALL COLOR. PAINT

COLOR MUST BE APPROVED BY THE COR.

3. SPRINKLER PIPE MUST NOT PENETRATE THE CROWN

MOLDING UNLESS APPROVED BY THE COR IN ORDER TO

PRESERVE HISTORIC ELEMENTS OF THE BUILDING.

4. THE BUILDING IS A MUSEUM EXHIBIT SPACE. ALL

OBJECTS/ARTIFACTS MUST BE PROTECTED FROM

POTENTIAL DAMAGE DURING INSTALLATION - PROTECT IN

PLACE, TEMPORARILY REMOVE, ETC. THE CURATOR MUST

REVIEW ALL TYPES OF EQUIPMENT WELL IN ADVANCE OF

INSTALLATION SCHEDULE IN ORDER TO MITIGATE

VIBRATION. CURATOR MUST NOTIFY LENDERS OF FUTURE

CONSTRUCTION PROJECT AND COMPLY WITH THEIR

PREFERENCE TO PROTECT OBJECTS/ARTIFACTS. COSTS

MAY BE ASSOCIATED WITH MOVING OBJECTS. IF

OBJECTS/ARTIFACTS WILL BE PROTECTED IN PLACE,

DISPLAY CASES OR VENTS SHOULD BE SEALED TO CATCH

DUST. CASE INTERIORS SHOULD BE CLEANED BEFORE

REINSTALLING OBJECTS. IF UTILITY SERVICES SUCH AS

HVAC NEED TO TO BE OR ARE INADVERTENTLY

INTERRUPTED, A TEMPORARY SOLUTION NEEDS TO BE

FOUND.

FX103

1 SECOND FLOOR FIRE PROTECTION PLAN

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

A/E FIRM:

PRIME:

BOWMAN FIRE &

LIFE SAFETY, INC.

JOHNS CREEK,

GEORGIA

LOCATION WITHIN PARK

NAME OF PARK

1/

/2

3:

:3

PM SECOND FLOOR FIRE

PROTECTION PLANFX103

01/29/2025

D. BROWN

H. SIMPSON

D. FISHER

10 11

304830B

FREDERICKSBURG & SPOTSYLVANIA

NATIONAL MILITARY PARK

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

FIRE PROTECTION NOTES

1. THE CONTRACTOR MUST DEVELOP SHOP DRAWINGS FOR A

HYDRAULICALLY DESIGNED SYSTEM BASED ON THESE DRAWINGS. THE

SYSTEM MUST BE A WET PIPE SYSTEM IN ACCORDANCE WITH NFPA 13, THE

SPECIFICATIONS, AND THE SCOPE OF WORK DOCUMENTS FOR THE AREAS

ON THESE DRAWINGS.

2. CONTRACTOR MUST PROVIDE ALL NECESSARY AUXILIARY DRAINS AND

INSPECTORS' TEST CONNECTIONS AS REQUIRED BY NFPA 13. INSPECTORS'

TEST CONNECTIONS MUST BE LOCATED AT THE MOST REMOTE BRANCH

LINE. INSPECTORS' TEST CONNECTIONS DRAINS MUST DISCHARGE TO A

SAFE LOCATION OUTSIDE THE BUILDING.

3. CONTRACTOR MUST PROVIDE ALL NECESSARY PIPE HANGERS AND

SUPPORTS AS REQUIRED BY NFPA 13.

4. THE FIRE ALARM SYSTEM IS AN EXISTING TO REMAIN SILENT KNIGHT

SK-5208 FIRE ALARM CONTROL UNIT. THE FIRE ALARM CONTROL PANEL IS

LOCATED IN THE BASEMENT BOILER ROOM (B03).

5. ALL WATERFLOW SWITCHES MUST BE CONNECTED TO THE FIRE ALARM

SYSTEM BY THE FIRE ALARM CONTRACTOR.

6. ALL VALVES CONTROLLING WATERFLOW TO THE SPRINKLER SYSTEM MUST

BE PROVIDED WITH TAMPER SWITCHES TO BE CONNECTED TO THE FIRE

ALARM SYSTEM BY THE FIRE ALARM CONTRACTOR.

7. ALL PENETRATIONS THROUGH FIRE-RESISTANT ASSEMBLIES MUST BE

PROTECTED BY A UL-LISTED THROUGH-PENETRATION FIRESTOP SYSTEM.

ALL PENETRATIONS THROUGH SMOKE PARTITIONS MUST BE SEALED WITH

NON-COMBUSTIBLE MATERIAL.

8. CONTRACTOR MUST BE RESPONSIBLE FOR AVOIDING ALL CONFLICTS WITH

LIGHTING FIXTURES, DIFFUSERS, GRILLS, DUCTS, CABLE TRAYS, CABLE

BUNDLES, CONDUIT, UTILITY PIPING AND ALL OTHER OBSTRUCTIONS

ENCOUNTERED.

9. CONTRACTOR MUST VERIFY ELEVATIONS AND LOCATIONS OF NEW

SPRINKLER PIPING AND EQUIPMENT PRIOR TO INSTALLATION.

10. CONTRACTOR MUST TAKE ALL NECESSARY MEASURES TO KEEP THE

PREMISES DRY AT ALL TIMES AND TO PREVENT WATER DAMAGE.

CONTRACTOR MUST REPAIR WATER DAMAGE RESULTING FROM THE WORK,

WHETHER INTENTIONAL OR NOT, AT NO COST TO, AND TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

11. NEITHER THE CONTRACTING OFFICER NOR THE ENGINEER MUST BE

RESPONSIBLE FOR PROVIDING A SAFE WORKING PLACE FOR THE

CONTRACTOR, SUBCONTRACTORS, OR THEIR EMPLOYEES, OR ANY OTHER

INDIVIDUAL RESPONSIBLE TO THEM FOR THE WORK. THIS RESPONSIBILITY

RESTS SOLELY ON THE CONTRACTOR'S PROJECT SUPERINTENDENT.

12. ALL PIPING IN AREAS WITH SUSPENDED CEILINGS MUST BE CONCEALED

ABOVE CEILINGS. SPRINKLERS WILL BE SIDEWALL TYPE IN AREAS WITH

HARD CEILINGS WHERE POSSIBLE. PROVIDE UPRIGHT SPRINKLERS IN

AREAS WITH EXPOSED CEILINGS.

13. PAINT ALL EXPOSED EXTERIOR FIRE SUPPRESSION SYSTEM PIPES A COLOR

MATCHING ADJACENT WALL FINSHES AND AS APPROVED BY THE NPS COR.

FIRE SUPPRESSION SYSTEM PIPING MUST BE PAINTED WITH AN EPOXY

ENAMEL PAINT.

14. CONTROL VALVES MUST BE PLACED IN LOCATIONS ACCESSIBLE WITHOUT

THE USE OF A STEP LADDER WHEN POSSIBLE.

15. THE CONTRACTOR MUST VERIFY PIPING AND SPRINKLER LOCATIONS IN THE

FIELD PRIOR TO INSTALLATION.

16. ALL EXPOSED SPRINKLER HEADS MUST BE BRASS. CONCEALED HEADS

MUST BE USED WHERE POSSIBLE. COLOR OF CONCEALED HEAD COVER

PLATES MUST BE COORDINATED WITH THE CONTRACTING OFFICER AT

EACH LOCATION.

17. WHERE PRESENT, CONTRACTOR MUST AVOID DISTURBING CROWN

MOLDING.

18. FLOW TEST RESULTS, PERFORMED BY FISHER ENGINEERING ON 04/09/24:

49 PSI STATIC, 46 PSI AT 978 GPM. THE FLOW HYDRANT WAS LOCATED ON

WILLIS ST. THE TEST HYDRANT WAS LOACTED ON THE CORNER OF

LAFAYETTE BLVD & WILLIS ST.

19. BACKFLOW PREVENTER AND FIRE DEPARTMENT HOSE CONNECTION SIZE

AND THREAD PITCH MUST BE VERIFIED WITH A FIRE CODE OFFICAL PRIOR

TO INSTALLATION.

RISER ASSEMBLY

TO FIRE DEPARTMENT

CONNECTION WITH CHECK VALVE.

TO BACKFLOW PREVENTER TEST

HEADER WITH SUPERVISED OS&Y

VALVE (NORMALLY CLOSED).

PROVIDE 2" - 2 1/2" GATED HOSE

VALVES AT EXTERIOR

DOUBLE CHECK BACKFLOW

PREVENTER WITH TAMPER SWITCHES

BASEMENT FLOOR

MAIN DRAIN VALVE. PROVIDE TEST

AND DRAIN ASSEMBLY WITH

PRESSURE RELIEFE. PIPE TO

EXTERIOR OF BUILDING. PROVIDE

SPLASH BLOCK BELOW PIPE OUTLET.

WATERFLOW SWITCH

6-INCH INCOMING

WATER MAIN

TO SPRINKLER SYSTEM

GROUND LEVEL

FREE STANDING FIRE

DEPARTMENT CONNECTION

(2.5" NST CONNECTIONS)

BACKFLOW TEST HEADER (2.5" NST CONNECTIONS)

SCALE: 1" = 1'-0"

0 6" 1' 2'

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

A/E FIRM:

PRIME:

BOWMAN FIRE &

LIFE SAFETY, INC.

JOHNS CREEK,

GEORGIA

LOCATION WITHIN PARK

NAME OF PARK

1/

/2

3:

:5

PM DETAILS - FIRE

PROTECTIONFX501

01/29/2025

D. BROWN

H. SIMPSON

D. FISHER

11 11

304830B

FREDERICKSBURG & SPOTSYLVANIA

NATIONAL MILITARY PARK

FX501

1 FIRE PROTECTION RISER DETAIL

FX501

2 FDC AND TEST HEADER

SCALE: 1" = 1'-0"

0 6" 1' 2'