A06_ATTACHMENT_2_Drawings_-_Sealed_(311420).pdf

THIS PROJECT

W

TENNESSEE

KENTUCKY

TENNESSEE

NORTH

CAROLIN

A

TENNESSEE

VIRGINIA

KENTUCKY

VIR

GIN

IA

KNOXVILLE

GREAT SMOKY

MOUNTAINS N.P.

ASHEVILLE

LA FOLLETTE

WILLIAMSBURG

CORBIN

LONDON

MORRISTOWN

JEFFERSON

CITY

KINGSPORT

HAZARD

GREENEVILLE

TENNESSEE

GREENEVILLE

NOT TO SCALE

Project Manager Date

QUALITY DESIGN CERTIFICATION

OR

OR

Development (Title I)

Prepared in Accordance with Design by Design Development (Title I)

Construction Drawing Not Preceded

Approved by Superintendent on

Variance from Design Development (Title I)

Drawing No.

Date

STATEREGION COUNTY

NAME OF PARK

TITLE OF PROJECTSheetMark REVISION Date Initial

LOCATION WITHIN PARK

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

UNITED STATES

DEPARTMENT OF THE INTERIOR

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

CONSTRUCTION DOCUMENTS

/2

/2

:3 :2

P

M

FIRE SUPPRESSION - EARLY HOME

EARLY HOME

ANDREW JOHNSON NATIONAL HISTORIC SITE

UPPER SOUTH GREENE TENNESSEE

1 9

182686

311420

ANDREW JOHNSON EARLY HOME

ANDREW JOHNSON NATIONAL HISTORIC SITE

NOT TO SCALE

GREENVILLE

ANDREW JOHNSON

NATIONAL CEMETERY

INDEX OF DRAWINGS

CS COVER SHEET

FX101 EARLY HOME FLOOR PLANS - FIRE PROTECTION

FX501 DETAILS - FIRE PROTECTION - EARLY H.

FA101 EARLY HOME FLOOR PLANS - FIRE ALARM

FA501 DETAILS - FIRE ALARM - EARLY HOME

C-001 CIVIL NOTES EARLY HOME

C-101 FIRE WATER SUPPLY EARLY HOME

C-501 CIVIL DETAILS EARLY HOME

C-502 CIVIL DETAILS EARLY HOME

LIGHT HAZARD

0.10 GPM/SF OVER HYDRAULICALLY

MOST REMOTE 1,500 SF

FIRE PROTECTION LEGEND

UPRIGHT SPRINKLER, K-5.6

DRY PENDENT SPRINKLER, K-5.6

SIDEWALL SPRINKLER, K-5.6

SOUTH

CRAWL SPACE

NORTH

CRAWL SPACE

ELL

BASEMENT

LOWER

NORTH

PORCH

LOWER

SOUTH

PORCH

FX501

PROVIDE TANKLESS

WALL-MOUNTED

NITROGEN GENERATOR

MOUNTED ON FIREPLACE

UP TO

PARLOR

ROOMS

UP TO

KITCHEN

1"

NO SPRINKLER

COVERAGE REQUIRED IN

CRAWL SPACE AREAS

UP TO NORTH PARLOR THROUGH EXISTING

HOLE IN FOUNDATION

1"

9' - 10"

FX501

KITCHEN /

DINING ROOM

UPPER

SOUTH

PORCH

SOUTH

PARLOR

NORTH

PARLOR

UPPER

NORTH

PORCH

RAMP

FX501

SUPPLY

FROM

BASEMENT

UP TO

KITCHEN

ATTIC

UP TO

BEDROOMS

FROM SOUTH

CRAWL SPACE

1 1/4"

/4

1 1/4"

/4

DROP DOWN FROM

KITCHEN ATTIC

RUN PIPE EXPOSED TIGHT TO

WALL AND TIGHT TO CEILING.

PAINT TO MATCH ADJACENT

SURFACES. COORDINATE

WITH NATIONAL PARK

SERVICE FOR COLOR

MOUNT SPRINLKER PIPE TO BRICK

EXTERIOR. PAINT ALL EXTERIOR

SPRINKLER PIPING WITH EXPONY

BASED PAINT. COORDINATE WITH

NATIONAL PARK SERVICE FOR

COLOR

ATTACH PIPE HANGARS TO

BUILDING STRUCTURE ABOVE

CEILING. SECTIONS OF WOOD

PLANK CEILING WILL NEED TO BE

REMOVED AND REPLACED TO

MATCH EXISTING CEILING STYLE

AND COLOR1

FROM NORTH

CRAWL SPACE

FX501

NORTH

BEDROOM

SOUTH

BEDROOM

SPRINKLER

SUPPLY UP

TO SECOND

FLOOR

ATTIC

FROM KITCHEN

SPRINKLERS IN ATTIC

SPACES MUT BE

INTERMEDIATE

TEMPERATURE (TYPICAL)

Occupancy Classification

Density

Total Hose Streams

Flowing Heads

K-Factor

Total Water Required

Total Pressure Required

Base of Riser

Base of Riser

Safety Margin

Hydraulic Information

Remote Area Name

Light Hazard

0.10 GPM

100.00 GPM

4 @ 14.82 GPM

5.6

162.93 GPM

43.24 psi

162.93 GPM

43.24 psi

+66.01 (60.42%)

Early Home Second Floor

0' - 11"

1"

1 1/2"

4' - 11"

RUN PIPE IN ATTIC ON TOP

OF JOISTS. DROP DOWN

TO KITCHEN. PENDENT TO

BE ON RETURN BEND. DRY

PENDENT NOT PERMITTED.

DROP DOWN TO UPPER

NORTH PORCH SPRINKLERS

DROP DOWN TO UPPER

SOUTH PORCH SPRINKLERS

1"

8' - 2"

SECOND

FLOOR

ATTIC

Occupancy Classification

Density

Total Hose Streams

Flowing Heads

K-Factor

Total Water Required

Total Pressure Required

Base of Riser

Base of Riser

Safety Margin

Hydraulic Information

Remote Area Name

Light Hazard

0.10 GPM

100.00 GPM

6 @ 21.17 GPM

242.06 GPM

74.19 psi

242.06 GPM

74.19 psi

+34.26 (31.59%)

Early Home Attic

SPRINKLERS IN ATTIC

SPACES MUST BE

INTERMEDIATE

TEMPERATURE (TYPICAL)

1"

12' - 9"

1"

12' - 9"

1"

12' - 9"

1"

4' - 0"

1"

4' - 0"

1"

4' - 0"

1"

0' - 4"

1"

12' - 3"

1"

12' - 3"

/2

RUN PIPE IN ATTIC ON TOP

OF JOISTS. DROP DOWN

TO KITCHEN. DRY PENDENTS MUST BE

INSTALLED. PENDENTS ON RETURN BEND

ARE NOT PERMITTED FOR THIS BUILDING

DUE TO TEMPERATURES BELOW 40

DEGREES FAHRENHEIT.

INSPECTORS TEST

CONNECTION. MOUNT PIPE

TIGHT TO WALL. LOCATE

VALVE INSIDE ATTIC. SPOUT

TO DISCHARGE AT ATTIC

LEVEL FIELD LOCATE.

1"

6' - 5"

FIRE PROTECTION NOTES

1. SEE SHEET FX501 FOR FIRE PROTECTION SYSTEM NOTES

AND DETAILS

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

A/E FIRM:

PRIME:

FISHER

ENGINEERING,

JOHNS CREEK,

GA

/2

/2

:3 :2

P

M

EARLY HOME FLOOR

PLANS - FIRE PROTECTIONFX101

04/26/2023

D. BROWN

H.SIMPSON

D. BROWN

2 9

182686

311420

ANDREW JOHNSON NATIONAL HISTORIC SITE

FIRE SUPPRESSION - EARLY HOME

B L D

G

SCALE AFX101

1 EARLY HOME BASEMENT FLOOR PLAN - FIRE PROTECTION

SCALE AFX101

2 EARLY HOME FIRST FLOOR PLAN - FIRE PROTECTION

SCALE AFX101

3 EARLY HOME SECOND FLOOR PLAN - FIRE PROTECTION

SCALE

4 0 4 128

SCALE OF FEET

A

SCALE AFX101

4 EARLY HOME ATTIC FLOOR PLAN - FIRE PROTECTION

FIRE PROTECTION NOTES

1. THE CONTRACTOR SHALL DEVELOP SHOP DRAWINGS FOR A

HYDRAULLICALLY DESIGNED SYSTEM BASED ON THESE DRAWINGS. THE

SYSTEM SHALL BE A DOUBLE INTERLOCK PREACTION SYSTEM IN

ACCORDANCE WITH NFPA 13, THE SPECIFICATIONS, AND THE SCOPE OF

WORK DOCUMENTS FOR THE AREAS ON THESE DRAWINGS. SPRINKLER

PIPE ROUTING, PIPE SIZE, AND SPRINKLER LOCATIONS HAVE BEEN

APPROVED BY NPS AND SHALL BE FOLLOWED. ANY DEVIATIONS SHALL BE

APPROVED BY NPS PRIOR TO SHOP DRAWING APPROVAL. PROVIDE A

SELF-CONTAINED DRY PIPE VALVE AND NITROGEN GENERATOR SYSTEM

IN A SINGLE MANUFACTURER SUPPLIED CABINET.

2. CONTRACTOR SHALL PROVIDE ALL NECESSARY AUXILIARY DRAINS AND

INSPECTORS' TEST CONNECTIONS AS REQUIRED BY NFPA 13.

INSPECTORS' TEST CONNECTIONS SHALL BE LOCATED AT THE MOST

REMOTE BRANCH LINE. INSPECTORS' TEST CONNECTIONS DRAINS SHALL

DISCHARGE TO A SAFE LOCATION OUTSIDE THE BUILDING.

3. CONTRACTOR SHALL PROVIDE ALL NECESSARY PIPE HANGERS AND

SUPPORTS AS REQUIRED BY NFPA 13.

4. CONTRACTOR MUST PROVIDE LIMITED SEISMIC BRACING PER APPROVAL

FROM THE REGIONAL STRUCTURAL FIRE MANAGER AS THE BUILDING IS

NOT SEISMICALLY RESTRAINED. CLEARANCE MUST BE PROVIDED

AROUND ALL FLOOR AND WALL PENETRATIONS BASED ON SEISMIC

REQUIREMENTS OF NFPA 13. 4-WAY BRACING MUST BE PROVIDED AT THE

TOP OF RISERS PER NFPA 13. LATERAL AND LONGITUDINAL BRACING IS

NOT REQUIRED TO BE PROVIDED.

5. ALL WATERFLOW AND HIGH/LOW NITROGEN SWITCHES SHALL BE

CONNECTED TO THE FIRE ALARM SYSTEM BY THE FIRE ALARM

CONTRACTOR.

6. ALL VALVES CONTROLLING WATERFLOW TO THE SPRINKLER SYSTEM

SHALL 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 SHALL BE

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

ALL PENETRATIONS THROUGH SMOKE PARTITIONS SHALL BE SEALED

WITH NON-COMBUSTIBLE MATERIAL.

8. CONTRACTOR SHALL 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 SHALL VERIFY ELEVATIONS AND LOCATIONS OF NEW

SPRINKLER PIPING AND EQUIPMENT PRIOR TO INSTALLATION.

10. CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO KEEP THE

PREMISES DRY AT ALL TIMES AND TO PREVENT WATER DAMAGE.

CONTRACTOR SHALL 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 SHALL 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 SHALL BE CONCEALED

ABOVE CEILINGS.

13. PAINT ALL EXPOSED FIRE SUPPRESSION SYSTEM PIPES A COLOR

DETERMINED BY THE CONTRACTING OFFICER. FIRE SUPPRESSION

SYSTEM PIPING SHALL BE PAINTED WITH AN EPOXY ENAMEL PAINT.

14. PREACTION SYSTEM BRANCHLINE PIPING MUST BE PITCHED 1/2" PER 10'

AND MAIN PIPING PITCHED 1/4" PER 10' IN ACCORDANCE WITH NFPA 13,

PARAGRAPH 16.10.3.1.

15. CONTROL VALVES MUST BE PLACED IN LOCATIONS ACCESSIBLE WITHOUT

THE USE OF A STEP LADDER WHEN POSSIBLE.

16. THE CONTRACTOR SHALL VERIFY PIPING AND SPRINKLER LOCATIONS IN

THE FIELD PRIOR TO INSTALLATION.

17. PENDENTS ON RETURN BEND ARE NOT PERMITTED FOR THIS BUILDING

DUE TO TEMPERATURES POSSIBLE BELOW 40 DEGREES FAHRENHEIT IN

ACCORDANCE WITH NFPA 13 SECTION 8.2.2.2. ALL PENDENT SPRINKLERS

MUST BE DRY PENDENTS.

18. FLOW TEST RESULTS: 110 PSI STATIC, 102 PSI AT 1405 GPM

2" DOUBLE INTERLOCK

PREACTION VALVE

UP TO FIRST FLOOR

TO BASEMENT

2" BACKFLOW PREVENTOR

2" UNDERGROUND SUPPLY

FX501

FX501

2" DOUBLE INTERLOCK

PREACTION VALVE

2" BACKFLOW PREVENTOR

2" UNDERGROUND SUPPLY

UP TO FIRST FLOOR

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

A/E FIRM:

PRIME:

FISHER

ENGINEERING,

JOHNS CREEK,

GA

/2

/2

:3 :2

P

M

DETAILS - FIRE

PROTECTION - EARLY H.FX501

04/26/2023

D. BROWN

H.SIMPSON

W.HIGGINS

3 9

182686

311420

ANDREW JOHNSON NATIONAL HISTORIC SITE

FIRE PROTECTION - EARLY HOME

FX501

1 EARLY HOME RISER DETAIL

SCALE: 1" = 1'-0"

0 6" 1' 2'

FX501

2 EARLY HOME RISER DETAIL

SCALE: 1" = 1'-0"

0 6" 1' 2'

SOUTH

CRAWL SPACENORTH

CRAWL SPACE

ELL

BASEMENT

LOWER

NORTH

PORCH

LOWER

SOUTH

PORCH

E

WP

WP

WP WP

MM

MM

MM

MM

P

RSFACU EXISTING ELECTRICAL PANEL.

SEE NOTES 8, 9, AND 12 ON

FA501

NEW UNIT HEATER D/S

SEE NOTE 14 ON FA501

UH-1

NEW UNIT HEATER,

PROVIDED BY OTHERS

SEE NOTE 13 ON FA501

NEW NITROGEN GENERATOR D/S

SEE NOTE 11 ON FA501

MONITOR MODULES TO BE

PROVIDED FOR NON-

ADDRESSABLE

WEATHERPROOF HEAT

DETECTORS.

MONITOR MODULES TO BE

PROVIDED FOR NON-

ADDRESSABLE

WEATHERPROOF HEAT

DETECTORS.

PROVIDE PREACTION

RELEASING PANEL IN

AN ENVIRONMENTAL

ENCLOSURE

MM

MM

MM PR

MONITOR PREACTION PIPE

SYSTEM RISER CONTROL

VALVE, WATERFLOW,

NITROGEN SUPERVISORY,

AND HIGH/LOW NITROGEN

WITH RELEASING SYSTEM

CONTROL UNIT

MMR

PROVIDE RELAY FOR SMOKE/HEAT

DETECTOR ACTIVATION.

MM

R S

PROVIDE DELUGE

VALVE SOLENOID

AND RELAY

MM

MM

MM

MONITOR RSFACU FOR ALARM,

SUPERVISORY, AND TROUBLE

NEW PREACTION D/S SEE

NOTES 10 ON FA501

FX501

KITCHEN /

DINING ROOM

UPPER

SOUTH

PORCH

SOUTH

PARLOR

NORTH

PARLOR

UPPER

SOUTH

PORCH

RAMP

E

EE

P

E

EP

E

E

E

FSA

E

WP WP

WP

MM

MM

MM

MONITOR MODULES TO BE

PROVIDED FOR NON-ADDRESSABLE

WEATHERPROOF HEAT DETECTORS.

FX501

NORTH

BEDROOM

SOUTH

BEDROOM

F A

C U

E

E

E

E

INSTALL NEW SMOKE

DETECTOR IN CLOSET

ABOVE FIRE ALARM

CONTROL UNIT

DINING ROOM

ATTIC

SECOND

FLOOR

ATTIC

E

MANUAL PULL STATION

FIRE ALARM CONTROL UNIT

MONITOR MODULE

PHOTOELECTRIC SMOKE SENSOR

INDICATES WEATHERPROOFWP

WATERFLOW SWITCH

TAMPER SWITCH

RELAY MODULE

MM

R

FIRE ALARM LEGEND

P

XMIT WIRELESS COMMUNICATOR

XX

FIRE ALARM HORN / STROBE

(WALL-MOUNTED)

FACU

SUPERVISORY NITROGEN SWITCHPR

INDICATES EXISTING TO REMAINE

RELEASING SYSTEM FIRE ALARM

CONTROL UNIT

RSFACU

HEAT DETECTOR

SPD SURGE PROTECTIVE DEVICE

FSA FIRE ALARM REMOTE ANNUNCIATION PANEL

HIGH/LOW NITROGEN PRESSURE SWITCH

S RELEASING SOLENOID

DISCONNECT SWITCH

ELECTRICAL LEGEND

ELECTRICAL PANEL

FIRE ALARM NOTES

1. SEE SHEET FA501 FOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

NOTES AND DETAILS

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

A/E FIRM:

PRIME:

FISHER

ENGINEERING,

JOHNS CREEK,

GA

/2

/2

:3 :2

P

M

EARLY HOME FLOOR

PLANS - FIRE ALARMFA101

04/26/2023

D. BROWN

H.SIMPSON

W.HIGGINS

4 9

182686

311420

ANDREW JOHNSON NATIONAL HISTORIC SITE

FIRE SUPPRESSION - EARLY HOME

B L D

G

SCALE AFA101

1 EARLY HOME BASEMENT FLOOR PLAN - FIRE ALARM

SCALE AFA101

2 EARLY HOME FIRST FLOOR PLAN - FIRE ALARM

SCALE AFA101

3 EARLY HOME SECOND FLOOR PLAN - FIRE ALARM

SCALE AFA101

4 EARLY HOME ATTIC FLOOR PLAN - FIRE ALARM

SCALE

4 0 4 128

SCALE OF FEET

A

FIRE ALARM SYSTEM SEQUENCE OF OPERATION MATRIX

MANUAL PULL STATION

ALARM AT

FACP

SUPERVISORY

AT FACP

TROUBLE AT

FACP

ALARM AT

RECEIVING

STATION

TROUBLE

AT

RECEIVING

STATION

SUPERVISORY

AT RECEIVING

STATION

ACTIVATE

HORNS &

FA

STROBES

SILENCE

HORNS &

STROBES

REMAIN

ACTIVE

ACTIVATE

RSFACU

RELAY

HEAT DETECTOR

FIRE ALARM TROUBLE

CONDITION (OPENS,

SHORTS OR GROUNDS)

ALARM SILENCE AT

FACP OR FSA

*SEE SPECIFICATION SECTION 28 31 76, PARAGRAPH 2.19.2 FOR SPECIFIC SIGNALS REQUIRED TO BE TRANSMITTED TO THE RECEIVING STATION

SMOKE DETECTOR

ALARM FROM RSFACU

SUPERVISORY FROM

RSFACU

TROUBLE FROM RSFACU

FIRE ALARM RELEASING SYSTEM SEQUENCE OF OPERATION MATRIX

ALARM AT

CONTROL

UNIT

RELEASE

PREACTION

SOLENOID

TROUBLE CONDITION

(OPENS, SHORTS OR

GROUNDS)

FIRE ALARM RELAY

ACTIVATION FROM FACU

PREACTION SYSTEM

RISER CONTROL VALVE

PREACTION SYSTEM

WATERFLOW

NITROGEN GENERATOR

SUPERVISORY

HIGH/LOW NITROGEN

SUPERVISORY

AT CONTROL

UNIT

TROUBLE AT

CONTROL

UNIT

ALARM TO

FACU AND

RECIEVING

STATION

SUPERVISORY

TO FACU AND

RECIEVING

STATION

TROUBLE TO

FACU AND

RECIEVING

STATION

N/A

FIRE ALARM NOTES

1. THE FIRE ALARM SYSTEM WILL BE EXISTING TO REMAIN WITH THE ADDITION

OF THE DEVICES NOTED ON THE DRAWING SET. DEVICES WILL BE ADDED TO

MAKE A CODE COMPLIANT FIRE ALARM SYSTEM AND PROVIDE COMPLETE

SMOKE/HEAT DETECTION FOR PREACTION SPRINKLER SYSTEM RELEASING.

THE NEW DEVICES WILL BE EXTENSIONS OF THE EXISTING HONEYWELL

VISTA-128FBP FIRE ALARM CONTROL PANEL INSTALLED IN THE EARLY HOME

BUILDING. ALARM, TROUBLE AND SUPERVISORY SIGNALS WILL BE

TRANSMITTED TO A SUPERVISING STATION VIA WIRELESS COMMUNICATORS.

2. NEW FIRE ALARM HORNS, STROBES AND HORN/STROBES TO

BE PROVIDED AND SPACED IN ACCORDANCE WITH THE

REQUIREMENTS OF NFPA 72.

3. THE EXISTING FIRE ALARM SYSTEMS SHALL MONITOR THE NEW PREACTION

RELEASING FIRE ALARM CONTROL PANEL ALARM, SUPERVISORY AND

TROUBLE CONDITIONS.

4. ANY NEW AIR HANDLING UNITS OVER 2000 CFM, SHALL HAVE DUCT SMOKE

SENSORS INSTALLED ON THE SUPPLY DUCTS.

5. THE FIRE ALARM LAYOUT IS DIAGRAMMATICAL ONLY. THE ACTUAL BUILDING

LAYOUT MAY VARY FROM THE DRAWINGS. DEVICE LOCATION IS

DIAGRAMMATIC ONLY. CONTRACTOR MUST BE RESPONSIBLE FOR AVOIDING

ALL CONFLICTS WITH LIGHTING FIXTURES, DIFFUSERS, GRILLS, DUCTS,

CABLES, CONDUITS, UTILITY PIPING AND ALL OTHER OBSTRUCTIONS

ENCOUNTERED. THE CONTRACTOR SHALL VERIFY CEILING HEIGHTS, WALL

AND PARTITION LOCATIONS AND DOOR LOCATIONS PRIOR TO INSTALLATION.

6. ALL FIRE ALARM CONDUCTORS SHALL BE SOLID OR STRANDED COPPER,

SHALL BE INSTALLED IN CONDUIT, AND WIRED CLASS B. ALL CONDUIT SHALL

BE FACTORY PAINTED RED.

7. IF ANY ADDITIONAL AMPLIFIERS OR POWER SUPPLIES ARE INSTALLED OUT IN

THE FIELD, A SMOKE DETECTOR SHALL BE INSTALLED ABOVE EACH.

8. EXISTING ELECTRICAL PANEL IS SQUARE TYPE QOC LOAD CENTER.

CONTRACTOR IS RESPONSIBLE FOR ENSURING COMPATIBILITY OF ALL

INSTALLED CIRCUIT BREAKERS AND PROVIDING ALL REQUIRED PANEL

ACCESSORIES AND HARDWARE TO MAKE THE IDENTIFIED PANEL

MODIFICATIONS.

9. INSTALL TWO NEW 15A, 1P, 120VAC, 10 KAIC CIRCUIT BREAKERS IN EXISTING

PANEL POSITIONS 27 AND 29 TO FEED NEW PREACTION RELEASING PANEL

AND NITROGEN GENERATOR.

10. INSTALL NEW 1P, 120VAC, 30A, GENERAL-DUTY RATED, NON-FUSED,

DISCONNECT SWITCH IN NEMA 1 ENCLOSURE WITH RED FINISH AS

DISCONNECTING MEANS FOR NEW PREACTION RELEASING PANEL. INSTALL

NEW 3/4-INCH CONDUIT CONTAINING THREE (3) #12 AWG CONDUCTORS

(PHASE/NEUTRAL/GROUND) FROM NEW CIRCUIT 27 IN EXISTING PANEL TO

FEED PREACTION RELEASING PANEL.

11. INSTALL NEW 1P, 120VAC, 30A, GENERAL-DUTY RATED NON-FUSED,

DISCONNECT SWITCH IN NEMA 3R ENCLOSURE AS DISCONNECTING MEANS

FOR NEW NITROGEN GENERATOR. INSTALL NEW 3/4-INCH CONDUIT

CONTAINING THREE (3) #12 AWG CONDUCTORS FROM NEW CIRCUIT 29 IN

EXISTING PANEL TO FEED NITROGEN GENERATOR.

12. INSTALL NEW 30A, 2P, 240VAC, 10 KAIC CIRCUIT BREAKER IN EXISTING PANEL

POSITIONS 28, 30 TO FEED NEW UNIT HEATER.

13. INSTALL NEW REZNOR MODEL EGW OR APPROVED EQUAL, 5KW, 240, 1PH UNIT

HEATER PER MANUFACTURER INSTRUCTIONS. SET THERMOSTAT

TEMPERATURE AT MINIMUM 41 DEGREES FAHRENHEIT. REFER TO UNIT

HEATER SCHEDULE IN THIS DRAWING SET FOR EQUIPMENT INFORMATION.

14. INSTALL NEW MINIMUM 2P, 240VAC, 30A, GENERAL-DUTY RATED, NON-FUSED,

DISCONNECT SWITCH IN NEMA 3R ENCLOSURE AS DISCONNECTING MEANS

FOR NEW UNIT HEATER. INSTALL NEW 3/4-INCH CONDUIT CONTAINING FOUR

(4) #10 AWG CONDUCTORS (PHASE/PHASE/NEUTRAL/GROUND) FROM NEW

CIRCUIT 28,30 IN EXISTING PANEL TO FEED NEW UNIT HEATER.

15. PAINT ALL NEW/EXPOSED FIRE ALARM CONDUIT A COLOR DETERMINED BY

THE CONTRACTING OFFICER.

MANUAL PULL

STATION

FACU OR

RELEASING

PANEL

WALL-MOUNTED HORN,

STROBE, OR HORN-STROBE

EXISTING

FACU

LOCATED IN

SECOND

FLOOR

CLOSET OF

EARLY HOME

MANUAL PULL

STATIONS

MM

SPRINKLER

WATERFLOW

MM

CONTROL

VALVE

SMOKE

DETECTORS

P P

HORN/

STROBE

NOTE: EXISTING INNITIATING DEVICES AND NOTIFICATION DEVICES ARE NOT SHOWN

MM

NITROGEN

SUPERVISORY

PR

HEAT

DETECTORS

NEW RELEASING

SYSTEM FIRE

ALARM

CONTROL UNIT

TO

VAC

XMITSPD

EXISTING

PROVIDE NEW SURGE

PROTECTIVE DEVICE

ON EXISTING CIRCUIT

MM

NITROGEN

SUPERVISORY

R

SOLENOID

RELAY

S

MM

MM

MM

MM R

TO

VAC

SPD

MANUAL PULL STATION

FIRE ALARM CONTROL UNIT

MONITOR MODULE

PHOTOELECTRIC SMOKE SENSOR

INDICATES WEATHERPROOFWP

WATERFLOW SWITCH

TAMPER SWITCH

RELAY MODULE

MM

R

FIRE ALARM LEGEND

P

XMIT WIRELESS COMMUNICATOR

XX

FIRE ALARM HORN / STROBE

(WALL-MOUNTED)

FACU

SUPERVISORY NITROGEN SWITCHPR

INDICATES EXISTING TO REMAINE

RELEASING SYSTEM FIRE ALARM

CONTROL UNIT

RSFACU

HEAT DETECTOR

SPD SURGE PROTECTIVE DEVICE

FSA FIRE ALARM REMOTE ANNUNCIATION PANEL

HIGH/LOW NITROGEN PRESSURE SWITCH

S RELEASING SOLENOID

ELECTRICAL NOTES

1. ENSURE ALL NEW UNDERGROUND CONDUIT IS SCHEUDLE 40 PVC AND

ALL EXTERIOR AND BASEMENT CONDUITS ARE RIGID GALVANIZED

STEEL. ALL RIGID STEEL CONDUIT PENETRATING FINISHED GRADE,

WITHIN 6-INCHES OF FINISHED GRADE, OR BURIED MUST BE PVC

COATED OR PROTECTED FROM CORROSION USING BITUMINOUS TAPE

OR OTHER APPROVED METHOD.

2. INTERIOR CONDUIT MAY BE ELECTRICAL METALLIC TUBING BUT

ELECTRICAL METALLIC TUBING MAY NOT PENETRATE WALLS.

3. ALL WALL PENETRATIONS CREATED AS PART OF THIS PROJECT MUST

BE SEALED WITH A MINIMUM 2-HOUR, UL LISTED FIRE SEALANT

SYSTEM.

DISCONNECT SWITCH

ELECTRICAL LEGEND

ELECTRICAL PANEL

NOT TO SCALEFA501

1 SEQUENCE OF OPERATION MATRICES

NOT TO SCALEFA501

2 FIRE ALARM ELEVATION (TYPICAL)

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

TITLE OF SHEET

A/E FIRM:

PRIME:

FISHER

ENGINEERING,

JOHNS CREEK,

GA

/2

/2

:3 :2

P

M

DETAILS - FIRE ALARM -

EARLY HOMEFA501

04/26/2023

D. BROWN

H.SIMPSON

W.HIGGINS

5 9

182686

311420

ANDREW JOHNSON NATIONAL HISTORIC SITE

FIRE PROTECTION - EARLY HOME

FA501

3 RISER DIAGRAM EARLY HOME

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

C001

RFH

MH

RFH

6 9

TITLE OF SHEET

182686

ANDREW JOHNSON NATIONAL HISTORIC SITE

A/E FIRM:

PRIME:

FISHER

ENGINEERING

CIVIL SUB:

NELSON

ENGINEERING

GENERAL NOTES:

1. PERFORM ALL WORK AND RECEIVE ALL PERMITTING IN ADVANCE OF CONSTRUCTION IN ACCORDANCE

WITH TENNESSEE DIVISION OF WATER RESOURCES - COMMUNITY PUBLIC WATER SYSTEMS DESIGN CRITERIA. THE PROJECT IS BEING PERFORMED IN GREENEVILLE, TENNESSEE ON THE PUBLIC WATER SYSTEM OWNED BY THE GREENEVILLE WATER COMMISSION. COORDINATE ALL WORK, CONNECTIONS, OUTAGES AND PERMITTING THROUGH THE UTILITY.

2. THE PROJECT CONSTRUCTION SPECIFICATIONS ARE PART OF AND APPLY TO THE WORK SHOWN ON

THESE DRAWINGS.

3. COMPLETE ALL WORK IN ACCORDANCE WITH OSHA, INDUSTRY STANDARD AND NATIONAL PARK SERVICE

(NPS) SAFETY PRACTICES. THE MOST STRINGENT REQUIREMENT APPLIES.

4. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES SHOWN ARE THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES

(WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING THE WORK.

5. FIELD LOCATE ALL EXISTING UTILITIES AS TO SIZE, LOCATION, AND ELEVATION. NOTIFY THE

CONTRACTING OFFICER OF ALL CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.

6. FIELD CONDITIONS MAY REQUIRE ADJUSTMENTS TO ALIGNMENTS, ELEVATIONS AND LOCATIONS. FIELD

ADJUSTMENT IS ACCEPTABLE SUCH THAT CONFIGURATION MEETS ARE APPLICABLE CODES AND

STANDARDS AND DESIGN INTENT.

7. SUBMIT PRODUCT DATA, AND AS NECESSARY SAFETY DATA SHEETS, FOR CONTRACTING OFFICER APPROVAL AND INFORMATION FOR ALL PRODUCTS SPECIFIED HEREIN. WHERE CONTRACTOR DELEGATED DESIGN IS REQUIRED, SUBMIT ALL NECESSARY BACKUP DATA AND CALCULATIONS TO VALIDATE THE

PROPOSED SOLUTION.

8. PROTECT MATERIALS FROM CONTAMINATION, CORROSION, DEFORMATION AND OTHER TYPES OF DAMAGE. STORE ITEMS IN AN ENCLOSED AREA FREE FROM CONTACT WITH SOIL AND WEATHER. REMOVE

AND REPLACE DAMAGED ITEMS WITH NEW ITEMS.

9. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCE, RULES, REGULATIONS, AND PERMIT CONDITIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE, NOTIFY THE CONTRACTING

OFFICER IN WRITING, AND ANY NECESSARY CHANGES TO BE ADJUSTED, AS PROVIDED IN THE

AGREEMENT FOR CHANGES IN THE WORK.

10. IF THE CONTRACTOR DISCOVERS ANY ERRORS OR OMISSIONS IN THE PLANS, IMMEDIATELY NOTIFY THE

COR FOR DISPOSITION.

11. CONDUCT WORK TO MINIMIZE IMPACTS TO VEHICULAR AND PEDESTRIAN TRAFFIC. WHERE UNAVOIDABLE, PROVIDE FLAGGERS AND DIVERSION DEVICES IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC

CONTROL (MUTC).

12. CONSTRUCT AND MAKE CONNECTIONS IN A MANNER TO MINIMIZE THE NUMBER AND DURATION OF OUTAGES. DO NOT OPERATE WATER SYSTEM VALVES UNLESS EXPRESSLY DIRECTED TO DO SO BY THE UTILITY OPERATOR OR CONTRACTING OFFICER. SUBMIT REQUESTS FOR OUTAGES WELL IN ADVANCE OF NEED TO MINIMIZE DELAYS TO CONSTRUCTION. PERFORM ALL CONNECTIONS IN THE PRESENCE OF THE

UTILITY OPERATOR.

13. PRESERVE AND PROTECT ALL PERMANENT REFERENCE MONUMENTS, PERMANENT CONTROL POINTS, PERMANENT BENCH MARKS, AND PROPERTY CORNERS. IF THE MONUMENTS, POINTS, OR MARKERS ARE

DISTURBED, EMPLOY A TENNESSEE REGISTERED LAND SURVEYOR TO RESET OR REPLACE THEM.

14. MAKE ALL NECESSARY ARRANGEMENTS WITH PUBLIC UTILITIES, SERVICE COMPANIES, AND OTHER AGENCIES HAVING JURISDICTION, OWNING OR CONTROLLING ROADWAYS, UTILITIES, AND INCIDENTAL

STRUCTURES ENCOUNTERED IN THE WORK SUCH THAT ITEMS MAY BE PROPERLY SUPPORTED,

PROTECTED, OR LOCATED.

15. ADHERE TO ALL NORMALLY ACCEPTED AND REASONABLY EXPECTED SAFETY PRACTICES THROUGHOUT THE PROJECT DURATION. COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCES, AND GUIDELINES PERTAINING TO SAFE USE OF EQUIPMENT AND MATERIALS AS PUBLISHED BY THE

MANUFACTURER.

16. ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL

REASONABLE SAFEGUARDS FOR SAFETY AND ENVIRONMENTAL PROTECTION, INCLUDING POSTING

DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES OF THE EXISTENCE OF HAZARDS AND OF THE

SAFETY OR ENVIRONMENTAL REGULATIONS.

17. PROVIDE ADEQUATE PROTECTION FOR PARTS IN WORKPLACE AND ADJACENT AREAS THAT ARE SUBJECT TO DAMAGE DUE TO CONSTRUCTION. PROTECTION OF PARTS IS AT THE COST OF THE CONTRACTOR.

18. USE, HANDLE, TRANSPORT, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN COMPLIANCE WITH ALL

FEDERAL, STATE AND LOCAL ENVIRONMENTAL, HEALTH OR SAFETY LAWS, AND REQUIREMENTS.

19. TAKE ALL THE PRECAUTIONS TO PREVENT THE DISCHARGE, RELEASE OR DISPOSAL OF ANY HAZARDOUS MATERIAL CREATED BY WORK ON OR ABOUT THE JOB SITE. IN THE EVENT OF ANY SPILL, RELEASE OR

ANY OTHER REPORTABLE OCCURRENCE, NOTIFY THE APPROPRIATE GOVERNMENTAL AGENCY IN

ACCORDANCE WITH THE CONTRACTING OFFICER, AND TAKE SUCH ACTION AS MAY BE NECESSARY TO MINIMIZE THE DELETERIOUS EFFECT OF SUCH SPILL ON PERSONS OR PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ANY HAZARDOUS WASTE MATERIALS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.

20. UPON COMPLETION OF PERFORMANCE OF ALL DUTIES UNDER THIS CONTRACT, REMOVE ALL SUPPLIES, MATERIALS, AND WASTE CONTAINING ANY HAZARDOUS MATERIAL FROM THE JOB SITE. BEAR FULL FINANCIAL RESPONSIBILITY, AS BETWEEN THE PARTIES OF THIS CONTRACT, FOR THE COMPLIANCE OF

CONTRACTOR AND ITS SUBCONTRACTORS.

21. IN THE EVENT CONTRACTOR OR SUBCONTRACTORS ENCOUNTER ON THE PREMISES ANY PIPELINE, UNDERGROUND STORAGE TANK OR OTHER CONTAINER, OF ANY KIND, THAT MAY CONTAIN A HAZARDOUS

MATERIAL, OR ENCOUNTER MATERIAL REASONABLY BELIEVED TO BE A HAZARDOUS MATERIAL,

IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO CONTRACTING

OFFICER IN WRITING.

POTABLE WATER NOTES:

1. INSTALL POTABLE WATER PIPING TO THE LINES AND GRADES INDICATED. AVOID THE CREATION OF DIPS AND HIGH POINTS, EXCEPT AS DESIGNED. PROVIDE A MINIMUM OF 30 INCHES OF COVER OVER ALL POTABLE WATER PIPING. INSTALL WATER PIPE IN ACCORDANCE WITH AWWA STANDARDS AS SPECIFIED.

2. MAINTAIN HORIZONTAL AND VERTICAL SEPARATIONS OF WATER MAINS FROM OTHER UTILITIES AS PROVIDED IN RULES OF TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION, CHAPTER 0400-45-01. DO NOT INSTALL THE WATER LINE CLOSER THAN TWELVE (12) INCHES IN ANY DIRECTION

FROM ANOTHER UTILITY, UNLESS WRITTEN PERMISSION IS RECEIVED.

3. TRANSPORT, HANDLE, AND STORE PIPE AND APPURTENANCES IN ACCORDANCE WITH THE APPLICABLE

AWWA STANDARDS.

4. PROVIDE ALL MATERIALS COMPLYING WITH AND BEARING THE SEAL OF THE NATIONAL SANITATION

FOUNDATION STANDARDS FOR HEALTH FOR PRODUCTS IN CONTACT WITH POTABLE WATER.

SPECIFICALLY NSF 14 (PLASTIC PIPING), NSF 61 (HEALTH EFFECTS) AND NSF 372 (LEAD CONTENT).

PROVIDE ALL PRODUCTS WITH LEAD CONTENTS MEETING THE REQUIREMENTS OF "LEAD FREE" AS

DEFINED BY THE US SAFE DRINKING WATER ACT.

5. PERFORM HYDROSTATIC AND LEAK TESTING IN ACCORDANCE WITH THE REQUIREMENTS OF AWWA C605.

LEAKAGE MAY NOT EXCEED THE AMOUNTS GIVEN IN AWWA C605.

6. PERFORM DISINFECTION OF WATER LINES IN ACCORDANCE WITH AWWA C651. DOCUMENT ALL DISINFECTION PROCEDURES AND RESULTS. COLLECT AND SUBMIT SAMPLES IN ACCORDANCE WITH TDEC. INSTALL SAMPLE POINTS AS REQUIRED TO PROVIDE NECESSARY SAMPLING POINTS. PRIOR TO DISCHARGE OF DISINFECTION WATER, REDUCE CHLORIDE CONTENT IN ACCORDANCE WITH AWWA C655.

7. MAKE CONNECTIONS TO EXISTING LINES AFTER DISINFECTION HAS BEEN COMPLETED AND APPROVED.

WHERE REQUIRED, MAKE CONNECTIONS UNDER PRESSURE (HOT TAP) IN ACCORDANCE WITH THE

RECOMMENDED PROCEDURES OF THE MANUFACTURER OF THE TAPPING EQUIPMENT AND PIPE BEING

TAPPED.

EARTHWORK NOTES:

1. PRIOR TO EXCAVATION, COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR

PERMITTING OF EARTH DISTURBING ACTIVITIES.

2. IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) FOR THE PREVENTION OF STORMWATER POLLUTION. IT IS ALSO THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE BMPs ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE.

ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED TO ENSURE THE SITE MEETS ALL FEDERAL, STATE

AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS.

3. ENSURE ALL BURIED ITEMS BEAR ON FIRM, UNDISTURBED SOIL OR COMPACTED FILL.

4. IF IN PLACE MATERIALS ARE FOUND TO BE UNSUITABLE, OVER-EXCAVATE AND BACKFILL WITH WITH CRUSHED STONE STRUCTURAL FILL, COMPACTED TO 95% OF THE MAXIMUM MODIFIED PROCTOR DRY

DENSITY IAW ASTM D-1557.

5. DEWATER, AS REQUIRED, SUCH THAT THE EXCAVATIONS ARE FREE OF STANDING WATER AT THE TIME OF

CONSTRUCTION.

6. COMPACT PAVEMENT SUBGRADES TO A MINIMUM OF 95% OF THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IAW ASTM D-1557. IN UNPAVED AREAS, COMPACT SUBGRADE SOILS TO A MINIMUM OF 85% OF

THE MAXIMUM MODIFIED PROCTOR DRY DENSITY IAW ASTM D-1557.

7. COORDINATE ALL NEW EXCAVATION WITH EXISTING CONDITIONS AND VERIFY PROPOSED ELEVATIONS.

REPORT CONFLICTS TO CONTRACTING OFFICER.

ACRONYMS:

ACI AMERICAN CONCRETE INSTITUTE

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS

AWWA AMERICAN WATERWORKS ASSOCIATION

CIP CAST-IN-PLACE

COR CONTRACTING OFFICER'S REPRESENTATIVE

EOC EDGE OF CONCRETE

EX. EXISTING

IAW IN ACCORDANCE WITH

LBS POUNDS

MIN MINIMUM

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NPS NATIONAL PARK SERVICE

OC ON CENTER

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

TDEC TENNESSEE DEPARTMENT OF ENVIRONMENT & CONSERVATION

TYP TYPICAL

NelsonEngineeringCo.

5455 North Courtenay Pkwy

Merritt Island, FL 32953

(321) 449-1128 Fax (321) 449-1195 www.NelsonEngrCo.com

CIVIL NOTES

EARLY HOME

PW

FW

LEGEND:

EXISTING POTABLE WATER

NEW FIRE SUPPRESSION SUPPLY

311420

04/26/2023

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ROBERT F. HOYT, P.E. ON THE DATE LISTED IN THE SIGNATURE.

THE ABOVE NAMED PROFESSIONAL ENGINEER IS RESPONSIBLE FOR THE CONTENT CONTAINED ON THESE DRAWINGS

ACCORDANCE WITH RULE 61G15-23.044, F.A.C.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

NELSON ENGINEERING

5455 NORTH COURTENAY PARKWAY

MERRITT ISLAND, FL 32953

CERTIFICATE OF AUTHORIZATION #6822

E.O.R.: ROBERT F. HOYT, P.E., #89917

R O B E R T F . H O Y TL I C E N S E

F L O R I D A

STATE OF

P R O F E S S I O N A L E N G I N E E

R

NO. 89917

L I C E N S E

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

FW

FW

FW

FW

FW

FW

FW

FW

FW

X

X

X

X

PW

PW

PW

PW

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRE WATER SUPPLY

EARLY HOMEC101

RFH

MH

RFH

TITLE OF SHEET

ANDREW JOHNSON NATIONAL HISTORIC SITE

A/E FIRM:

PRIME:

FISHER

ENGINEERING

6" PW (E)

6" PW (E)

SPECIFIC NOTES

CITY TO TAP EXISTING WATER MAIN AND PROVIDE SIX (6) INCH LATERAL WITH SERVICE

VALVE FOR NPS CONNECTION. CONNECT TO CITY VALVE IN ACCORDANCE WITH LOCAL

REQUIREMENTS.

INSTALL SIX (6) INCH DIAMETER DUCTILE IRON FIRE WATER SUPPLY.

HAND EXCAVATE BENEATH FOUNDATION AND STUB UP THROUGH SLAB FOR CONNECTION TO

NEW FIRE SUPPRESSION RISER (REFER TO SHEET FX102). PRESERVE ALL FOUNDATIONS AND

WALLS. BACKFILL TO PROVIDE 95% COMPACTION PER ASTM D1557. WHERE COMPACTION

CANNOT BE ACHIEVED, BACKFILL WITH LOW STRENGTH, EXCAVATABLE, FLOWABLE FILL.

SELECTIVELY DEMOLISH EXISTING BRICK SIDEWALK TO FACILITATE WATER LINE

INSTALLATION. REPAIR BRICK SURFACES TO MATCH EXISTING.

PRESERVE / RESTORE EXISTING WOOD PICKET FENCE.

6" Ø DI 90° EL

ACADEMY STREET

ANJO

EARLY HOME

CIVIL SUB:

NELSON

ENGINEERING

NelsonEngineeringCo.

5455 North Courtenay Pkwy

Merritt Island, FL 32953

(321) 449-1128 Fax (321) 449-1195 www.NelsonEngrCo.com

N

15' +/-

GENERAL NOTES

1. ALL EXISTING UTILITY DATA IS BASED ON RECORD DRAWINGS AND HAVE NOT BEEN FIELD

VERIFIED. VERIFY LINE SIZES AND DETERMINE MATERIALS PRIOR TO MATERIAL

PURCHASE.

2. LIMITS OF PAVEMENT DEMOLITION SHOWN ARE APPROXIMATE. COMPLETE PAVEMENT

DEMOLITION AND REPAIR AS REQUIRED TO FACILITATE WORK. RESTORE ALL SURFACES

TO MATCH EXISTING GRADES, MATERIALS, AND CONSTRUCTION TO THE SATISFACTION

OF THE LOCAL MUNICIPALITY AND NPS.

3. BACKFLOW PREVENTION WILL BE MANAGED AS PART OF THE FIRE PIPING INSIDE THE

BUILDING AND WILL BE HANDLED SEPARATELY FROM THE CIVIL PIPING INSTALLATION.

4. REFER TO SHEETS C-501 AND C-502 FOR TYPICAL DETAILS AS THEY PERTAIN TO THE

WORK.

5. COORDINATE FINAL PIPE ROUTING WITH INTERIOR FIRE SUPPRESSION CONNECTION

AND EXISTING UTILITIES.

EXISTING POTABLE WATER

SYSTEM (TYP)

FIRE SERVICE PLAN - EARLY HOME

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

SCALE IN FEET

0 0.5 1

1-1/2"=1' 7 9

311420

15' +/-

182686

04/26/2023

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ROBERT F. HOYT, P.E. ON THE DATE LISTED IN THE SIGNATURE.

THE ABOVE NAMED PROFESSIONAL ENGINEER IS RESPONSIBLE FOR THE CONTENT CONTAINED ON THESE DRAWINGS

ACCORDANCE WITH RULE 61G15-23.044, F.A.C.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

NELSON ENGINEERING

5455 NORTH COURTENAY PARKWAY

MERRITT ISLAND, FL 32953

CERTIFICATE OF AUTHORIZATION #6822

E.O.R.: ROBERT F. HOYT, P.E., #89917

R O B E R T F . H O Y TL I C E N S E

F L O R I D A

STATE OF

P R O F E S S I O N A L E N G I N E E

R

AWWA C515 NRS

GATE VALVE

4-#5 E.W. HORIZONTAL

DUCTILE IRON MECHANICAL

JOINT ADAPTER

MECHANICAL JOINT

STAINLESS STEEL

NUTS AND BOLTS

CAST IRON VALVE BOX AND

COVER, AASHTO H20 RATED,

ADJUSTABLE TYPE

4000 PSI CONCRETE

INSTALL EXPANSION JOINT

AROUND PERIMETER WHEN

LOCATED IN PAVEMENT

CAST "WATER" IN VALVE

BOX LID

SUPPORT VALVE ON

PRECAST CONCRETE BLOCK(S)

3'-0"

6"

2' MIN.

2' MIN.

WIDTH OF TRENCH + 4' MIN.

2' MIN.

CL

12" STABILIZED SUBGRADE

LBR-100

MILL AND REPAVE 3/4" MIN.

TO 1" THICKNESS WITH

ASPHALT

SAW-CUT ASPHALT (TYP)

BITUMINOUS

PRIMER COAT

PRIME @ 0.10

GAL/S.Y.

EXISTING SUBGRADE

TACK AND SEAL EDGES AT

0.3 GAL/SY (TYP)

SUBGRADE COMPACTED TO 98%

MODIFIED PROCTOR MAXIMUM

DENSITY

EXISTING ASPHALT

EXISTING BASE

EXISTING SUBGRADE

PIPE BEDDING PIPE, CONDUIT OR DUCTBANK

2" ASPHALT (SEE NOTE 4)

W

PIPE

EMBEDMENT

FINAL BACKFILL

SLOPE

WIDEN TRENCH

AS REQUIRED

BURIED WARNING AND

IDENTIFICATION TAPE

12" MIN COVER

30" MIN12"

6"

NATIVE SOIL

SEWER CROSSING ABOVE WATER PARALLEL INSTALLATION

WATER CROSSING ABOVE SEWER

(PREFERRED METHOD)

WATER LINE

SEWER LINE

18" MIN

10'

MIN

10'

MIN

10'

MIN

10'

MIN

SEWER LINE

(WRITTEN APPROVAL REQ'D)

WATER LINE

5' MIN

WATER LINE

SEWER LINEOR > 10'

18" MIN

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

CIVIL DETAILS

EARLY HOMEC501

RFH

MH

RFH

TITLE OF SHEET

ANDREW JOHNSON NATIONAL HISTORIC SITE

A/E FIRM:

PRIME:

FISHER

ENGINEERING

CIVIL SUB:

NELSON

ENGINEERING

NelsonEngineeringCo.

5455 North Courtenay Pkwy

Merritt Island, FL 32953

(321) 449-1128 Fax (321) 449-1195 www.NelsonEngrCo.com

GATE VALVE DETAIL

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

FIBER REINFORCED CONCRETE

HAND HOLE

30" MIN COVER

1" CURB STOP

1" SCH 40

PVC SERVICE1" CURB STOP

DOUBLE STRAP S.S.

SERVICE SADDLE

WATER MAIN

#57 STONE

TYPICAL SAMPLE TAP ASSEMBLY

SCALE: NTS

NOTES:

1. MECHANICALLY SAWCUT ALL EDGES TO REMAIN.

2. REPLACE ASPHALT, BASE AND SUBGRADE WITH THE SAME TYPE AND THICKNESS OF MATERIALS

REMOVED IN ACCORDANCE WITH LOCAL DOT STANDARDS, OR AS APPROVED BY THE COR.

3. REPLACE EXISTING CURB AND GUTTER IN AREAS DISTURBED OR DAMAGED BY CONSTRUCTION

ACTIVITIES. MATCH ORIGINAL CURB/GUTTER PROFILE AND GRADES.

4. PROVIDE ASPHALT MATERIALS IN ACCORDANCE WITH SPECIFICATION SECTION 32 12 16. MATCH THE THICKNESS OF ADJACENT ROADWAY, BUT IN ALL CASES, PROVIDE A MINIMUM THICKNESS OF TWO (2)

INCHES.

5. LAP AND FEATHER ASPHALT PAVING JOINTS PERPENDICULAR TO ROADWAY TRAFFIC.

OVER TRENCH ASPHALT REPAIR DETAIL

SCALE: NTS

TYPICAL TRENCH DETAIL

SCALE: NTS

WATER SEWER CROSSING

SCALE: NTS

8 9

311420

NOTES:

1. TYPICAL DETAIL SHOWN FOR REFERENCE. SAMPLE TAPS ARE TO BE INSTALLED ONLY AS

REQUIRED FOR CONSTRUCTION. LOCATIONS ARE TO BE SELECTED BY THE CONTRACTOR

TO SUPPORT THEIR MEANS AND METHODS. UPON COMPLETION OF SAMPLING

ACTIVITIES AND LINE INSTALLATION, REMOVE SAMPLE TAP TO THE TAP STOP AND BURY.

2. HAND HOLE IS FOR REFERENCE IF LINE IS REQUIRED TO BE BACKFILLED PRIOR TO

ACCEPTANCE TESTING.

182686

04/26/2023

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ROBERT F. HOYT, P.E. ON THE DATE LISTED IN THE SIGNATURE.

THE ABOVE NAMED PROFESSIONAL ENGINEER IS RESPONSIBLE FOR THE CONTENT CONTAINED ON THESE DRAWINGS

ACCORDANCE WITH RULE 61G15-23.044, F.A.C.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

NELSON ENGINEERING

5455 NORTH COURTENAY PARKWAY

MERRITT ISLAND, FL 32953

CERTIFICATE OF AUTHORIZATION #6822

E.O.R.: ROBERT F. HOYT, P.E., #89917

R O B E R T F . H O Y TL I C E N S E

F L O R I D A

STATE OF

P R O F E S S I O N A L E N G I N E E

R

TEE

REDUCER

RUN

RUN

HORIZONTAL BEND

BELL

RING

SECTION

PLAIN END

P.V.C. BELL JOINT

P.V.C.

CLAMPING

RING PLAIN END

P.V.C. M.J. D.I.

FITTINGS

UPPER BEND VERTICAL OFFSET PROFILE

LOWER BEND

BRANCH

VALVE DEAD END

F

EE

T

(M

IN

R

ES

TR

AI

N

ED

L

EN

G

TH

RESTRAINED BELL JOINT

RESTRAINED MECHANICAL JOINT

3' MIN

TEE BOLT TEE BOLT

NOTES:

1. ARROW INDICATES DIRECTION OF THRUST FORCE.

2. PROVIDE TWO (2) FEET MIN TOTAL LENGTH BETWEEN FIRST JOINTS

OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN).

LL L

L

L

L

L

L

L

L

PIPE SIZE &

MATERIAL

HORIZONTAL BEND VERTICAL VALVE OR

DEADEND REDUCER TEE

90 45 22.5 11.25 45

VALUES CORRESPOND TO "L" DIMENSION INDICATED IN DETAILS TO LEFT

4" DI 23 10 5 3 4 40 - - x 4" 35 4" PVC 28 12 6 3 7 62 - - x 4" 55

6" DI 31 13 7 4 6 56

x 4" 29 x 4" 33

- - x 6" 51

6" PVC 39 17 8 4 9 87

x 4" 45 x 4" 51

- - x 6" 80

8" DI 41 17 8 4 8 73

x 4" 52 x 4" 31 x 6" 31 x 6" 50

- - x 8" 68

8" PVC 51 21 11 5 12 114

x 4" 82 x 4" 48 x 6" 48 x 6" 78

- - x 8" 107

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

C502 04/26/2023

RFH

MH

RFH

TITLE OF SHEET

ANDREW JOHNSON NATIONAL HISTORIC SITE

A/E FIRM:

PRIME:

FISHER

ENGINEERING

CIVIL SUB:

NELSON

ENGINEERING

NelsonEngineeringCo.

5455 North Courtenay Pkwy

Merritt Island, FL 32953

(321) 449-1128 Fax (321) 449-1195 www.NelsonEngrCo.com

JOINT RESTRAINT

SCALE: NTS

JOINT RESTRAINT SCHEDULE

SCALE: NTS

NOTES:

VALUES ARE APPLICABLE FOR 200 PSI PRESSURE (TEST), SOIL TYPE SM, AND TRENCH TYPE 3.

ALL DIMENSIONS ARE REPORTED IN INCHES UNLESS OTHERWISE REPORTED.

THRUST BLOCKING MAY BE ELIMINATED BY PROVIDING THE PRESCRIBED RESTRAINED JOINT LENGTH IS PROVIDED

IN ALL PIPE RUNS.

A

B B

A

A

C

B

B

B

B

C

B

THE FIGURES IN THIS TABLE REPRESENT AREA OF CONCRETE BLOCKING

AGAINST THE VERTICAL TRENCH WALL OF UNDISTURBED EARTH IN SQUARE

FEET AT 2000 P.S.F. SOIL BEARING CAPACITY.

1. WRAP ALL FITTINGS WITH A MINIMUM 12 MIL POLYETHYLENE

FILM BEFORE POURING THRUST BLOCK, MAKING CERTAIN TO

KEEP CONCRETE AWAY FROM ALL BOLTS, GLANDS, AND

FLANGES.

2. THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED

EARTH.

3. REQUIRED VOLUMES OF BEARING AREAS TO BE AS SHOWN IN

CHART. ADJUSTMENTS, IF NEEDED, WILL BE ALLOWED TO

CONFORM TO TEST PRESSURE AND ALLOWABLE SOIL BEARING

STRESS AS SHOWN IN

SPECIFICATIONS.

4. BEARING AREA FOR THRUST BLOCK ON HORIZONTAL BENDS IS

BASED ON A TEST PRESSURE OF 200 P.S.I. AND SOIL BEARING

STRESS OF 2,000 P.S.F. THE DEPTH TO THE THRUST BLOCK

BASE TO BE EQUAL TO OR GREATER THAN TWICE THE HEIGHT.

(EXAMPLE: IF BLOCK IS TWO (2) FEET DEEP, THE BASE IS TO BE

NO GREATER THAN FOUR (4) FEET BELOW GRADE.)

5. VERTICAL BEND THRUST BLOCKS TO BE THE SAME AS

HORIZONTAL BENDS.

6. BEARING AREA OF THRUST BLOCK TO BE NOT LESS THAN ONE

SQUARE FOOT.

THRUST BLOCK MIN BEARING AREA (SQ FT)

LETTER

PIPE SIZE (IN)

3" 4" 6" 8" 10" 12"

A 1.5 2.0 4.3 7.6 11.9 17.1

B (22.5°) 0.8 1.0 1.7 3.0 4.7 6.8

B (45°) 1.0 1.4 3.2 5.8 9.1 13.0

C 2.0 2.7 6.1 10.8 16.9 24.3

THRUST BLOCK DETAIL

SCALE: NTS

CIVIL DETAILS

EARLY HOME

9 9

311420

182686

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ROBERT F. HOYT, P.E. ON THE DATE LISTED IN THE SIGNATURE.

THE ABOVE NAMED PROFESSIONAL ENGINEER IS RESPONSIBLE FOR THE CONTENT CONTAINED ON THESE DRAWINGS

ACCORDANCE WITH RULE 61G15-23.044, F.A.C.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED. THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

NELSON ENGINEERING

5455 NORTH COURTENAY PARKWAY

MERRITT ISLAND, FL 32953

CERTIFICATE OF AUTHORIZATION #6822

E.O.R.: ROBERT F. HOYT, P.E., #89917

R O B E R T F . H O Y TL I C E N S E

F L O R I D A

STATE OF

P R O F E S S I O N A L E N G I N E E

R