W912QR24R0071_Plans_Vol2-0000.pdf

US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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LOUISVILLE DISTRICT

10 JUNE 2024

DOBBINS AIR RESERVE BASE, GA

FGWB 21-0004 SECURITY FORCES FACILITY

PROJECT: P2#504840

STRUCTURAL ARCHITECTURAL CIVIL

FIRE PROTECTION MECHANICAL

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND

APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON G0.01.

REVIEWED BY:*

QUALITY CONTROL DATE

APPROVAL RECOMMENDED:*

PE/A DATE

APPROVED:*

ENGINEERING DIVISION, CHIEF DATE

*THIS PROJECT WAS DESIGNED UNDER THE SUPERVISION OF THE U.S. ARMY CORPS OF

ENGINEERS, LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE SCOPE OF

THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

N

PROJECT SITE LOCATION

ELECTRICAL /

TELECOMMUNICATIONS

02 August 2024

W912QR24R0071

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

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SHEET NUMBER SHEET TITLE VOLUME

GENERAL

G-001 COVER SHEET VOLUME 1 & 2

G-002 INDEX OF DRAWINGS VOLUME 1 & 2

CIVIL

B-001 BORING PLAN VOLUME 1

B-002 BORING LOGS VOLUME 1

C-001 CIVIL GENERAL NOTES, ABBREVIATIONS, AND LEGEND VOLUME 1

C-002 LOCATION AND VICINITY MAPS VOLUME 1

C-003 PHASING PLAN VOLUME 1

C-004 OVERALL CODE COMPLIANCE SITE PLAN VOLUME 1

C-005 CODE COMPIANCE SITE PLAN VOLUME 1

C-006 CODE COMPLIANCE SITE PLAN VOLUME 1

C-007 CONTRACTOR STAGING, STOCKPILING, AND PARKING VOLUME 1

C-100 OVERALL EXISTING CONDITIONS VOLUME 1

C-101 EXISTING CONDITIONS VOLUME 1

C-102 EXISTING CONDITIONS VOLUME 1

C-103 EXISTING CONDITIONS VOLUME 1

C-104 EXISTING CONDITIONS VOLUME 1

C-501 CONSTRUCTION DETAILS VOLUME 1

C-502 CONSTRUCTION DETAILS VOLUME 1

C-503 CONSTRUCTION DETAILS VOLUME 1

C-504 CONSTRUCTION DETAILS VOLUME 1

C-505 CONSTRUCTION DETAILS VOLUME 1

C-506 CONSTRUCTION DETAILS VOLUME 1

C-507 CONSTRUCTION DETAILS VOLUME 1

C-508 CONSTRUCTION DETAILS VOLUME 1

CD100 OVERALL CIVIL DEMOLITION PLAN VOLUME 1

CD101 CIVIL DEMOLITION PLAN VOLUME 1

CD102 CIVIL DEMOLITION PLAN VOLUME 1

CE001 EROSION AND SEDIMENT CONTROL NOTES VOLUME 1

CE002 EROSION AND SEDIMENT CONTROL NOTES VOLUME 1

CE003 EROSION AND SEDIMENT CONTROL NOTES VOLUME 1

CE004 EROSION AND SEDIMENT CONTROL NOTES VOLUME 1

CE005 EROSION AND SEDIMENT CONTROL NOTES VOLUME 1

CE100 OVERALL EROSION AND SEDIMENT CONTROL PLAN VOLUME 1

CE101 EROSION AND SEDIMENT CONTROL - INITIAL PHASE VOLUME 1

CE102 EROSION AND SEDIMENT CONTROL - INITIAL PHASE VOLUME 1

CE103 STAGING AND STOCKPILING AREA - INITIAL PHASE VOLUME 1

CE111 EROSION AND SEDIMENT CONTROL - INTERMEDIATE PHASE VOLUME 1

CE112 EROSION AND SEDIMENT CONTROL - INTERMEDIATE PHASE VOLUME 1

CE113 STAGING AND STOCKPILING AREA - INTERMEDIATE PHASE VOLUME 1

CE121 EROSION AND SEDIMENT CONTROL - FINAL PHASE VOLUME 1

CE122 EROSION AND SEDIMENT CONTROL - FINAL PHASE VOLUME 1

CE123 STAGING AND STOCKPILING - FINAL PHASE VOLUME 1

CE501 EROSION AND SEDIMENT CONTROL DETAILS VOLUME 1

CE502 EROSION AND SEDIMENT CONTROL DETAILS VOLUME 1

CE503 EROSION AND SEDIMENT CONTROL DETAILS VOLUME 1

CE504 EROSION AND SEDIMENT CONTROL DETAILS VOLUME 1

CE505 EROSION AND SEDIMENT CONTROL DETAILS VOLUME 1

CG100 OVERALL CIVIL GRADING PLAN VOLUME 1

CG101 CIVIL GRADING PLAN VOLUME 1

CG102 CIVIL GRADING PLAN VOLUME 1

CG201 STORM SEWER PROFILES VOLUME 1

CS100 OVERALL CIVIL SITE PLAN VOLUME 1

CS101 CIVIL SITE PLAN VOLUME 1

CS102 CIVIL SITE PLAN VOLUME 1

CS103 STAKING PLAN VOLUME 1

CS104 STAKING PLAN VOLUME 1

CS105 STAKING POINT TABLE VOLUME 1

CU100 OVERALL UTILITY PLAN VOLUME 1

CU101 UTILITY PLAN VOLUME 1

CU102 UTILITY PLAN VOLUME 1

CU201 SANITARY SEWER PROFILE VOLUME 1

GC001 CIVIL DESIGN COVER SHEET VOLUME 1

GE001 EROSION CONTROL COVER SHEET VOLUME 1

V-101 AERIAL PHOTO PLAN VOLUME 1

V-102 AREAL PHOTO PLAN VOLUME 1

STRUCTURAL

S-001 STANDARD ABBREVIATIONS AND SYMBOLS VOLUME 1

S-002 STRUCTURAL GENERAL NOTES - SHEET 1 OF 2 VOLUME 1

S-003 STRUCTURAL GENERAL NOTES - SHEET 2 OF 2 VOLUME 1

S-004 SLAB ON GRADE UNIFORM LIVE LOAD DIAGRAM VOLUME 1

S-005 ROOF SNOW LOAD DIAGRAM VOLUME 1

S-006 OPEN WEB STEEL JOIST GIRDER WIND LOAD DIAGRAM VOLUME 1

S-007 OPEN WEB STEEL JOIST WIND LOAD DIAGRAM VOLUME 1

S-100 COMPOSITE FOUNDATION PLAN VOLUME 1

S-101 FOUNDATION PLAN - AREA A VOLUME 1

S-102 FOUNDATION PLAN - AREA B VOLUME 1

S-110 COMPOSITE SLAB ON GRADE PLAN VOLUME 1

S-111 SLAB ON GRADE PLAN - AREA A VOLUME 1

S-112 SLAB ON GRADE PLAN - AREA B VOLUME 1

S-120 COMPOSITE ROOF FRAMING PLAN VOLUME 1

S-121 ROOF FRAMING PLAN - AREA A VOLUME 1

S-122 ROOF FRAMING PLAN - AREA B VOLUME 1

S-201 STRUCTURAL WALL ELEVATIONS - SHEET 1 OF 2 VOLUME 1

S-202 STRUCTURAL WALL ELEVATIONS - SHEET 2 OF 2 VOLUME 1

S-301 STRUCTURAL BUILDING SECTION VOLUME 1

S-401 ENLARGED PLANS - SHEET 1 OF 2 VOLUME 1

S-402 ENLARGED PLANS - SHEET 2 OF 2 VOLUME 1

S-501 TYPICAL REINFORCEMENT DETAILS VOLUME 1

S-502 TYPICAL CONCRETE DETAILS VOLUME 1

S-503 TYPICAL FOUNDATION DETAILS- SHEET 1 OF 2 VOLUME 1

S-504 TYPICAL FOUNDATION DETAILS- SHEET 2 OF 2 VOLUME 1

S-505 TYPICAL SLAB ON GRADE DETAILS VOLUME 1

S-506 TYPICAL MASONRY DETAILS VOLUME 1

S-507 TYPCIAL BRACING DETAILS FOR NON-LOAD BEARING MASONRY WALLS VOLUME 1

SHEET NUMBER SHEET TITLE VOLUME

S-508 TYPICAL ROOF FRAMING DETAILS - SHEET 1 OF 3 VOLUME 1

S-509 TYPICAL ROOF FRAMING DETAILS - SHEET 2 OF 3 VOLUME 1

S-510 TYPICAL ROOF FRAMING DETAILS - SHEET 3 OF 3 VOLUME 1

S-511 TYPICAL DECKING DETAILS VOLUME 1

S-512 TYPICAL COLUMN DETAILS AND SCHEDULE VOLUME 1

S-513 MISCELLANEOUS DETAILS VOLUME 1

S-701 STAIR PLANS AND DETAILS VOLUME 1

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS AND GENERAL NOTES VOLUME 1

A-002 ARCHITECTURAL STANDARDS VOLUME 1

A-003 ARCHITECTURAL CODE REVIEW VOLUME 1

A-004 ARCHITECTURAL LIFE SAFETY PLAN - COMPOSITE VOLUME 1

A-005 SOUND ISOLATION PLAN VOLUME 1

A-110 ARCHITECTURAL FLOOR PLAN - COMPOSITE VOLUME 1

A-111 ARCHITECTURAL FLOOR PLAN - AREA A VOLUME 1

A-112 ARCHITECTURAL FLOOR PLAN - AREA B VOLUME 1

A-120 ARCHITECTURAL REFLECTED CEILING PLAN - COMPOSITE VOLUME 1

A-121 ARCHITECTURAL REFLECTED CEILING PLAN - AREA A VOLUME 1

A-122 ARCHITECTURAL REFLECTED CEILING PLAN - AREA B VOLUME 1

A-130 ARCHITECTURAL ROOF PLAN - COMPOSITE VOLUME 1

A-131 ARCHITECTURAL ROOF PLAN - AREA A VOLUME 1

A-132 ARCHITECTURAL ROOF PLAN - AREA B VOLUME 1

A-201 EXTERIOR ELEVATIONS VOLUME 1

A-202 EXTERIOR ELEVATIONS VOLUME 1

A-301 ARCHITECTURAL BUILDING SECTIONS VOLUME 1

A-302 ARCHITECTURAL BUILDING SECTIONS VOLUME 1

A-303 ARCHITECTURAL WALL SECTIONS VOLUME 1

A-304 ARCHITECTURAL WALL SECTIONS VOLUME 1

A-305 ARCHITECTURAL SECTIONS DETAILS VOLUME 1

A-306 ARCHITECTURAL SECTION DETAILS VOLUME 1

A-401 ENLARGED PLANS AND INTERIOR ELEVATIONS VOLUME 1

A-402 ENLARGED PLANS AND INTERIOR ELEVATIONS VOLUME 1

A-403 ENLARGED COUNTERTOP PLANS AND DETAILS VOLUME 1

A-501 ARCHITECTURAL PARTITION DETAILS VOLUME 1

A-502 ARCHITECTURAL PARTITION DETAILS VOLUME 1

A-503 ARCHITECTURAL PARTITION DETAILS VOLUME 1

A-504 ARCHITECTURAL ROOF DETAILS VOLUME 1

A-505 ARCHITECTURAL DETAILS VOLUME 1

A-506 ARCHITECTURAL DETAILS VOLUME 1

A-507 ARCHITECTURAL DETAILS VOLUME 1

A-508 ARCHITECTURAL DETAILS VOLUME 1

A-601 DOOR SCHEDULES AND DETAILS VOLUME 1

A-602 WINDOW SCHEDULES AND DETAILS VOLUME 1

A-603 DOOR DETAILS VOLUME 1

A-701 AIR BARRIER VOLUME 1

INTERIORS

I-101 COMPOSITE FURNITURE PLAN VOLUME 1

I-102 FURNITURE PLAN - AREA A VOLUME 1

I-103 FURNITURE PLAN -AREA B VOLUME 1

I-104 FINISH TRANSITION PLAN - AREA A VOLUME 1

I-105 FINISH TRANSITION PLAN - AREA B VOLUME 1

I-106 SIGNAGE PLAN - AREA A VOLUME 1

I-107 SIGNAGE PLAN - AREA B VOLUME 1

I-501 FURNTURE TYPICALS VOLUME 1

I-502 FURNITURE TYPICALS VOLUME 1

I-503 FURNITURE TYPICALS VOLUME 1

I-504 FURNITURE TYPICALS VOLUME 1

I-601 FINISH SCHEDULES VOLUME 1

I-602 SIGNAGE SCHEUDLE & TYPICALS VOLUME 1

FIRE PROTECTION

F-001 GENERAL NOTES VOLUME 2

F-101 SITE PLAN VOLUME 2

F-102 FLOOR PLAN - OVERALL VOLUME 2

F-103 FLOOR PLAN - AREA A VOLUME 2

F-104 FLOOR PLAN - AREA B VOLUME 2

F-105 ISOMETRIC DRAWING VOLUME 2

F-301 BUILDING SECTIONS VOLUME 2

F-302 BUILDING SECTIONS VOLUME 2

F-501 DETAILS VOLUME 2

FA-001 GENERAL NOTES VOLUME 2

FA-002 GENERAL NOTES VOLUME 2

FA-101 FLOOR PLAN VOLUME 2

FA-102 FLOOR PLAN - AREA A VOLUME 2

FA-103 FLOOR PLAN - AREA B VOLUME 2

FA-501 DETAILS VOLUME 2

PLUMBING

P-001 ABBREVIATIONS, LEGEND, & NOTES VOLUME 2

P-101 PLUMBING PRESSURE PIPING PLAN AREA A VOLUME 2

P-102 PLUMBING PRESSURE PIPING PLAN AREA B VOLUME 2

P-103 PLUMBING WASTE AND VENT PLAN AREA A VOLUME 2

P-104 PLUMBING WASTE AND VENT PLAN AREA B VOLUME 2

P-301 ENLARGED PLANS VOLUME 2

P-302 ENLARGED PLANS VOLUME 2

P-501 DETAILS VOLUME 2

P-502 DETAILS VOLUME 2

P-601 SCHEDULES VOLUME 2

P-901 RISER DIAGRAM VOLUME 2

P-902 RISER DIAGRAM VOLUME 2

P-903 RISER DIAGRAM VOLUME 2

MECHANICAL

M-001 ABBREVIATIONS, LEGEND, & DESIGN CONDITIONS VOLUME 2

M-002 GENERAL NOTES VOLUME 2

M-100 MECHANICAL HVAC ZONE PLAN VOLUME 2

M-101 MECHANICAL DUCTWORK PLAN AREA A VOLUME 2

M-102 MECHANICAL DUCTWORK PLAN AREA B VOLUME 2

M-103 MECHANICAL PIPING PLAN AREA A VOLUME 2

SHEET NUMBER SHEET TITLE VOLUME

M-104 MECHANCIAL PIPING PLAN AREA B VOLUME 2

M-105 MECHANCAL BELOW SLAB RADON EXHAUST LAYOUT VOLUME 2

M-301 MECHANICAL ISOMETRIC VIEWS VOLUME 2

M-401 MECHANICAL ENLARGED PLANS VOLUME 2

M-501 MECHANICAL DETAILS VOLUME 2

M-502 MECHANICAL DETAILS VOLUME 2

M-503 MECHANICAL DETAILS VOLUME 2

M-504 MECHANICAL DETAILS VOLUME 2

M-505 MECHANICAL PIPING ISOMETRIC VOLUME 2

M-601 MECHANICAL SCHEDULES VOLUME 2

M-602 MECHANICAL SCHEDULES VOLUME 2

M-701 MECHANICAL CONTROLS LEGEND VOLUME 2

M-702 MECHANICAL CONTROLS INSTRUCTIONS VOLUME 2

M-703 MECHANICAL CONTROLS - CHILLED WATER SYSTEM VOLUME 2

M-704 MECHANICAL CONTROLS - CHILLED WATER SYSTEM (CONT.) VOLUME 2

M-705 MECHANICAL CONTROLS - HOT WATER SYSTEM VOLUME 2

M-706 MECHANICAL CONTROLS - HOT WATER SYSTEM (CONT.) VOLUME 2

M-707 MECHANICAL CONTROLS - VAV AHU VOLUME 2

M-708 MECHANICAL CONTROLS - VAV AHU (CONT.) VOLUME 2

M-709 MECHANICAL CONTROLS - DOAS VOLUME 2

M-710 MECHANICAL CONTROLS - DOAS (CONT.) VOLUME 2

M-711 MECHANICAL CONTROLS - SINGLE DUCT VAV VOLUME 2

M-712 MECHANICAL CONTROLS - SINGLE DUCT VAV (CONT.) VOLUME 2

M-713 MECHANICAL CONTROLS - DUCTLESS SPLIT SYSTEM VOLUME 2

M-714 MECHANICAL CONTROLS - EXHAUST FAN VOLUME 2

M-715 MECHANICAL CONTROLS - UNIT HEATERS VOLUME 2

M-716 MECHANICAL CONTROLS - UTILITY METERS VOLUME 2

M-717 MECHANICAL CONTROLS - DEHUMIDIFIER CONTROLS VOLUME 2

ELECTRICAL

E-001 ELECTRICAL LEGEND, NOTES, AND ABBREVIATIONS VOLUME 2

E-100 ELECTRICAL SITE PLAN VOLUME 2

E-100A ELECTRICAL ENLARGED SITE PLAN VOLUME 2

E-101 ELECTRICAL OVERALL POWER PLAN VOLUME 2

E-102 ELECTRICAL POWER PLAN AREA A VOLUME 2

E-103 ELECTRICAL POWER PLAN AREA B VOLUME 2

E-111 ELECTRICAL OVERALL LIGHTING PLAN VOLUME 2

E-112 ELECTRICAL LIGHTING PLAN AREA A VOLUME 2

E-113 ELECTRICAL LIGHTING PLAN AREA B VOLUME 2

E-121 ELECTRICAL OVERALL GROUNDING PLAN VOLUME 2

E-131 ELECTRICAL OVERALL LIGHTNING PROTECTION PLAN VOLUME 2

E-401 ELECTRICAL ENLARGED PLANS VOLUME 2

E-402 ELECTRICAL ENLARGED PLANS VOLUME 2

E-403 ELECTRICAL ISOMETRIC PLANS VOLUME 2

E-501 ELECTRICAL SCHEDULES VOLUME 2

E-502 ELECTRICAL SCHEDULES VOLUME 2

E-503 IDENTIFICATION DETAILS VOLUME 2

E-504 IDENTIFICATION DETAILS VOLUME 2

E-505 LUMINAIRE MOUNTING DETALS VOLUME 2

E-506 ELECTRICAL DETAILS VOLUME 2

E-507 ELECTRICAL DETAILS VOLUME 2

E-508 ELECTRICAL DETAILS VOLUME 2

E-509 ELECTRICAL DETAILS VOLUME 2

E-510 ELECTRICAL DETAILS VOLUME 2

E-511 ELECTRICAL DETAILS VOLUME 2

E-512 ELECTRICAL DETAILS VOLUME 2

E-513 ELECTRICAL DETAILS VOLUME 2

E-514 ELECTRICAL DETAILS VOLUME 2

E-601 ELECTRICAL RISER DIAGRAM VOLUME 2

E-602 ELECTRICAL PANEL SCHEDULES VOLUME 2

E-603 ELECTRICAL PANEL SCHEDULES VOLUME 2

E-604 ELECTRICAL PANEL SCHEDULES VOLUME 2

E-605 ELECTRICAL PANEL SCHEDULES VOLUME 2

E-606 ELECTRICAL PANEL SCHEDULES VOLUME 2

ED100 ELECTRICAL DEMOLITION SITE PLAN VOLUME 2

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND, NOTES, AND ABBREVIATIONS VOLUME 2

T-100 TELECOMMUNICATIONS SITE PLAN VOLUME 2

T-101 TELECOMMUNICATIONS PLAN OVERALL VOLUME 2

T-102 TELECOMMUNICATIONS PLAN AREA A VOLUME 2

T-103 TELECOMMUNICATIONS PLAN AREA B VOLUME 2

T-104 TELECOMMUNICATIONS PA PLAN OVERALL VOLUME 2

T-105 TELECOMMUNICATIONS PA PLAN AREA A VOLUME 2

T-106 TELECOMMUNICATIONS PA PLAN AREA B VOLUME 2

T-401 TELECOMMUNICATIONS ENLARGED PLANS VOLUME 2

T-402 TELECOMMUNICATIONS ENLARGED CABLE TRAY PLANS VOLUME 2

T-501 TELECOMMUNICATIONS DETAILS VOLUME 2

T-502 TELECOMMUNICATIONS DETAILS VOLUME 2

T-503 TELECOMMUNICATIONS DETAILS VOLUME 2

T-601 TELECOMMUNICATIONS RISER DIAGRAM VOLUME 2

T-602 TELECOMMUNICATIONS RISER DIAGRAMS VOLUME 2

SECURITY

Y-001 SECURITY LEGEND, ABBREVIATIONS, & NOTES VOLUME 2

Y-101 SECURITY PLAN OVERALL VOLUME 2

Y-102 SECURITY PLAN AREA A VOLUME 2

Y-103 SECURITY PLAN AREA B VOLUME 2

Y-501 SECURITY DETAILS VOLUME 2

Y-601 SECURITY DETAILS AND RISER DIAGRAMS VOLUME 2 W

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Sheet List Sheet Number Sheet Name

F-001 General Notes

F-101 Site Plan

F-102 Floor Plan - Overall

F-103 Floor Plan - Area A

F-104 Floor Plan - Area B

F-105 Isometric Drawing

F-301 Building Sections

F-302 Building Section

F-501 Details

FA-001 General Notes

FA-002 General Notes

FA-101 Floor Plan

FA-102 Floor Plan - Area A

FA-103 Floor Plan - Area B

FA-501 Details

Hydraulic Demand Areas

Remote Area Number Area of application

Occupancy Classification Design Density

No of calculated sprinklers

System Required Pressure Flow Demand

Inside Hose Streams

Outside Hose Streams Sheet

1 1,097 SqFt Rack Storage 15 @ 22 Psi 15 72.923 Psi 1740.314 GPM 0 GPM 500 GPM F-104

2 1,518 SqFt Light Hazard 0.10 Gpm/SqFt 11 72.088 Psi 519.268 GPM 0 GPM 250 GPM F-103

3 891 SqFt Extra Hazard 0.30 Gpm/SqFt 13 34.591 Psi 1250.844 GPM 341 GPM 500 GPM F-104

Sprinkler Densities

Area Area Name Hazard

Classification

Area of Operation

SqFt.

Density

GPM/SqFt Sprinkler K-factor

System Type Remarks

1 Mechanical Rooms, Electrical Rooms, Janitor, Weapons Clearing, Weapons Cleaning, Evidence Storage, Armory

Ordinary 2,500 0.20 8.0 Wet Pipe Miscellaneous Storage 12 ft or Less

2 Mobility Storage, Room 133 Storage 15 Sprinklers 22 Psi 16.8 Wet Pipe Rack Storage of unexpanded plastics up to 20’-0 in height with a roof height of 17’-10”.

3 Progear, Room 134 Extra Hazard 2,500 0.30 11.2 Wet Pipe Storage of Class I-IV and Group A Plastic products up to 10’-0 in height protected in accordance with Miscellaneous Storage. Ceiling height at 9’-0.

4 Plastic Storage, Room 147 Extra Hazard 2,500 0.30 11.2 Wet Pipe Storage of Class I-IV and Group A Plastic products up to 10’-0 in height protected in accordance with Miscellaneous Storage. Ceiling height at 9’-0.

5 Office Areas, Conference Rooms,Training Rooms, Rest Rooms, Corridors

Light Hazard 1,500 0.10 5.6 Wet Pipe

GENERAL NOTES - FIRE PROTECTION

1. THE INTENT, AND EXTENT OF THESE DESIGNS IS FOR PERFORMANCE ONLY

AND IS DIAGRAMMATIC IN NATURE. SHOP DRAWINGS ARE REQUIRED TO BE

PERFORMED BY THE FIRE SPRINKLER CONTRACTOR.

2. ANY ADDITIONAL MODIFICATIONS REQUIRED FOR PROPER INSTALLATION,

COORDINATION WITH OTHER TRADES, FOR AESTHETICS AND/OR TO

MAINTAIN PROPER CLEARANCES MUST BE PROVIDED FOR A COMPLETE AND

ACCEPTED SYSTEM.

3. NOT ALL PIPING, VALVES AND EQUIPMENT ARE SHOWN ON THESE

DRAWINGS. REFER TO PLAN AND DETAIL SHEETS FOR ADDITIONAL

INFORMATION.

4. CONTRACTOR MUST ADHERE TO AND OBTAIN ALL PERMITS, LICENSES AND

ALL FEDERAL GOVERNMENT APPROVALS.

5. CONTRACTOR MUST SUBMIT COMPLETE SHOP DRAWINGS WITH MATERIAL

SPECIFICATION BROCHURE TO ENGINEER OF RECORD AND COR FOR REVIEW

AND MUST BE APPROVED PRIOR TO COMMENCING FABRICATION AND

INSTALLATION.

6 ALL CONTROL VALVES ON THE FIRE PROTECTION SYSTEM MUST BE

ELECTRICALLY SUPERVISED IAW NFPA 13. COORDINATE THE TYPE AND

EXACT LOCATION OF FLOW AND SUPERVISORY SWITCHES BETWEEN FIRE

PROTECTION AND ELECTRICAL CONTRACTORS. FIRE ALARM SYSTEM,

SUPERVISION AND WIRING MUST BE PROVIDED UNDER THE ELECTRICAL

DIVISION.

7 DO NOT SCALE PLANS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.

8 FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE PARTITIONS AND BARRIERS.

FIRE STOPPING MUST BE OF UL LISTED ASSEMBLY AND INSTALLED BY A UL

CERTIFIED INSTALLER.

9 SPRINKLER SYSTEM(S) MUST BE DESIGNED FOR A MAXIMUM WORKING

PRESSURE OF 175 PSI IAW NFPA 13.

10 SPRINKLER SYSTEM(S) MUST BE HYDROSTATICALLY TESTED IAW NFPA 13.

11 INSPECTOR TEST CONNECTIONS MUST BE PROVIDED SO THAT THE WATER

FLOW SWITCH, OR PRESSURE MECHANISM, CAN BE TESTED IAW NFPA 13.

CONNECTION SHALL BE LOCATED AS SHOWN ON DRAWING SHEETS.

12 PROVIDE SIGNAGE OF ALL CONTROL VALVES IAW NFPA 13.

13 HANGER MATERIAL, SPACING AND METHOD OF ATTACHMENT MUST BE IAW

NFPA 13 AND MANUFACTURER'S REQUIREMENTS.

14 MAINTAIN A MINIMUM OF 18" CLEARANCE BELOW SPRINKLER DEFLECTOR(S)

AND ANY PERMANENT OR TEMPORARY OBSTRUCTION(S) IAW NFPA 13.

15 FIRE SPRINKLER CONTRACTOR MUST INSTALL SYSTEM PIPING AND

COMPONENTS IN A WORKMANSHIP LIKE MANNER. CHANGES IN

INSTALLATION AS A RESULT OF POOR CRAFTSMANSHIP MUST BE AS

DIRECTED BY THE COR AND SHALL BE AT NO ADDITIONAL COST TO THE COR.

16 ONLY UL LISTED DEVICES AND APPROVED EQUALS (AS ALLOWED BY NFPA 13)

MUST BE INSTALLED IN THE SYSTEM.

17 ALL SPRINKLERS MUST BE INSTALLED ACCORDING TO THEIR LISTED SPACING

AND OBSTRUCTION REQUIREMENTS. EXTENDED COVERAGE SPRINKLERS

ARE NOT PERMITTED.

18 DESIGN AND INSTALLATION ARE IN ACCORDANCE WITH 2022 EDITION OF

NFPA 13, "STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS", AND

UFC 3-600-01, "FIRE PROTECTION FOR FACILITIES" (MAY 2021), UFC 3-600-01

MUST TAKE PRECEDENCE OVER NFPA 13 REQUIREMENT.

19 CONTRACTOR TO START AT LOCATIONS INDICATED ON THE F-100 SERIES OF

FIRE SPRINKLER DRAWINGS.

20 CONTRACTOR MUST COORDINATE INSTALLATION OF ALL FIRE PROTECTION

DEVICES WITH ALL OTHER TRADES.

21 PIPING AND CONTROL VALVES MUST BE ROUTED TO AREAS WITH CLEAR

SPACE FOR ACCESS TO VALVES.

22 CONTRACTOR MUST INSTALL NEW FIRE SPRINKLER HANGERS AS

NECESSARY TO MEET NFPA 13 COMPLIANCE.

23 ALL PIPING 2" AND LESS MUST BE SCHEDULE 40 BLACK STEEL. ALL PIPING

LARGER THAN 2" MUST BE A MINIMUM OF SCHEDULE 10 BLACK STEEL.

24 PIPE SIZES INDICATED ON DRAWINGS ARE FOR REFERENCE ONLY.

CONTRACTOR MUST SIZE PIPING IN ACCORDANCE WITH HYDRAULIC

CALCULATIONS REQUIREMENTS FOUND IN NFPA 13. CONTRACTOR MUST

NOT UTILIZE PIPE SIZES ON DRAWINGS FOR PRICING PURPOSES.

25 SEISMIC BRACING REQUIRED. BRACING MUST BE DESIGNED AND INSTALLED

PER NFPA 13 (2022).

26 PIPING IN FINISHED AREAS AND EXPOSED IN CONDITIONED AREAS MUST BE

IDENTIFIED BY LABELING BANDS AS REQUIRED BY UFC 3-600-01.

27 WET SYSTEM MUST BE PROVIDED WITH AN AUTOMATIC AIR VENT LOCATED

AT THE HIGH POINT OF THE SPRINKLER SYSTEM.

28 SERVER ROOM MUST BE PROVIDED WITH INSPECTOR'S TEST CONNECTION

TO SIMULATE SPRINKLER ACTIVATION. LOCATION OF INSPECTOR'S TEST

VALVE IS FOUND ON DRAWING F-101. INSPECTOR'S TEST VALVE OUTLET

MUST BE PROVIDED WITH PLUG TO PREVENT LEAKAGE FROM VALVE (AS

DIRECTED BY COR).

29 ALL SPRINKLERS LOCATED IN FINISHED GRID STYLE CEILINGS TO BE

CENTERED IN TILES.

APPLICABLE BUILDING CODES

2021 INTERNATIONAL BUILDING CODE (IBC)

2021 NFPA 1 FIRE CODE

2022 NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS

2022 NFPA 72 NATIONAL FIRE ALARM & SIGNALING CODE

2021 NFPA 101 SAFETY CODE

2022 NFPA 291 RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 6, 05-06-2021

UFC 4-021-01 MASS NOTIFICATION SYSTEM, CHANGE 1, 01 JAN 2010

ECB 2018-17 NEW REQUIREMENTS FOR VISUAL NOTIFICATION FOR MASS NOTIFICATION SYSTEMS

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WYE

UNDISTURBED EARTH (TYP.)

BEARING AREA (TYP.)

POURED CONCRETE BLOCKS (TYP.)

PLACE DOUBLE LAYER

OF TAR PAPER

BETWEEN CONCRETE

BLOCKING AND PLUG TO

PERMIT EASY REMOVAL

FOR FUTURE

EXTENSION OF WATER

MAIN

THRUST BLOCK NOTES :

1. KEEP CONCRETE CLEAR OF JOINT AND

JOINT ACCESSORIES.

2. CONCRETE THRUST BLOCKING SHALL BE

POURED AGAINST UNDISTURBED EARTH.

3. THRUST BLOCKS FOR VERTICAL BENDS

HAVING DOWNWARD RESULTANT THRUSTS

SHALL BE THE SAME AS FOR HORIZONTAL

BENDS.

4. BEARING AREAS, VOLUMES, AND SPECIAL

BLOCKING DETAILS SHOWN ON PLANS TAKE

PRECEDENCE OVER THIS STANDARD.

5. TAPPING VALVES SHALL HAVE THRUST

BLOCKING AS SPECIFIED FOR TEES.

6. CONTRACTOR SHALL PROVIDE RESTRAINT

AT ALL PRESSURE LINE FITTINGS USING

EITHER CONCRETE BLOCKING OR TIE ROD

ASSEMBLIES.

7. CONCRETE FOR THRUST BLOCKS SHALL BE

3000 PSI MINIMUM STRENGTH.

8. ANCHOR BLOCKS FOR VERTICAL BENDS

SHALL BE SIZED AS 90° BENDS

REGARDLESS OF ANGLE.

SEE NOTE 8

VERTICAL BEND

MIN. DEPTH OF BURY

AS SPECIFIED (TYP.)

DOUBLE ANCHOR

GALVANIZED RODS

BITUMASTIC COATED

AND EMBEDDED 30"

IN CONCRETE

0.4 0.7

1.4 2.54.6

6" 8"

1.9

3.3 #6

#4

8" THRU 10"

4" THRU 6"0.7

1.3

2.6

PIPE

FITTING

SIZES TEE & END 90° BEND

45°

BENDS &

WYES

22 1/2°

BEND

11 1/4°

BEND

ANCHOR ROD SIZE

PIPE SIZE ROD SIZE

BEARING AREA OF BLOCK IN SQ.FT.

SITE LOCATION

UG1

TEST

1000' OF EXISTING

12" UNDERGROUND

FLOW TEST PERFORMED ON OCTOBER 19, 2022 BY HD

ENGINEERING UTILIZING HYDRANTS LOCATED NEAR SITE

LOCATION ON ATLANTIC AVE.

STATIC PRESSURE: 122 PSI

RESIDUAL PRESSURE: 108 PSI

FLOW: 1,610 GPM

CALCULATED FLOW AT 20 PSI: +/- 4,705 GPM

THIS FLOW TEST IS FOR BIDDING PURPOSES ONLY.

CONTRACTOR IS RESPONSIBLE FOR PERFORMING THEIR

OWN HYDRANT FLOW TEST PER IAW NFPA 291, TO BE

USED AS THE BASIS FOR SYSTEM DESIGN AND HYDRAULIC

CALCULATIONS.

HYDRANT FLOW TEST:

WET INSPECTOR TEST

CONNECTION PIPED OUTSIDE

TO SPLASH BLOCK BELOW

AUTOMATIC AIR VENT LOCATED

AT SYSTEM HIGH POINT

4" x 2 1/2" x 2 1/2" FDC, WITH

SPLASH BLOCK BELOW

MAIN DRAIN LOCATION, WITH

SPLASH BLOCK BELOW

BACKFLOW FORWARD FLOW

TEST LOCATION, WITH

SPLASH BLOCK BELOW

12 1212

FLOW HYDRANT

1,610 GPM

EXISTING 12" UNDERGROUND MAIN

NEW 8" PVC

SUPPLY

8 6

NEW HYDRANT

NEW HYDRANT

BASE UG1

UG2

1000' OF EXISTING

12" UNDERGROUND

TO "TEST" NODE AT

GAUGE HYDRANT

KNOX BOX LOCATION

US Army Corps of Engineers ®

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1"=30'SCALE:

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SCALE: 12" = 1'-0"

HYDRANT FLOW TEST MAP

1" = 30'-0" 1 Site Plan

NTS2

CONCRETE THRUST BLOCKING

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REMOTE AREA

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LIGHT HAZARD - 0.10 GPM/SQFT. OVER 1,500 SQFT.

250 GPM HOSE STREAM. MINIMUM K-5.6 SPRINKLERS

WITH MAXIMUM SPACING OF 225 SQFT.

ORDINARY HAZARD - 0.20 GPM/SQFT. OVER 2,500 SQFT.

250 GPM HOSE STREAM. MINIMUM K-8.0 SPRINKLERS

WITH MAXIMUM SPACING OF 130 SQFT.

Hazard Classification:

EXTRA HAZARD - 0.30 GPM/SQFT. OVER 2,500 SQFT.

MINIMUM K-11.2 SPRINKLERS WITH MAXIMUM SPACING OF

100 SQFT. CEILING SPRINKLERS ONLY, NO IN-RACK

SPRINKLERS.

RACK STORAGE - 15 K-16.8 CMSA SPRINKLERS @ 22 PSI.

500 GPM HOSE STREAM. MAXIMUM SPACING OF 100 SQFT.

CEILING SPRINKLERS ONLY, NO IN-RACK SPRINKLERS.

1. SEE SHEET F-001 FOR GENERAL NOTES.

2. THE FIRE SPRINKLER SYSTEM MUST BE DESIGNED IN ACCORDANCE

WITH NFPA 13 AND UFC 3-600-01. UFC 3-600-01 MUST TAKE

PRECEDENCE OVER NFPA 13.

3. THE SPRINKLER LOCATIONS MUST BE COORDINATED WITH OTHER

TRADES PRIOR TO CONSTRUCTION. ALL SPINKLERS SHALL BE

LOCATED CENTER OF TILE.

4. FIRE SPRINKLER GUARDS MUST BE INSTALLED ON SPRINKLERS

WHERE DAMAGE IS POSSIBLE DUE TO HEIGHT OF SPRINKLER OR

ACTIVITIES OF OCCUPANTS.

5. SPRINKLER MUST BE SPACED ACCORDING TO THE REQUIREMENTS IN

NFPA 13.

6. QUICK RESPONSE SPRINKLER SHALL BE USED IN AREAS AS REQUIRED

BY NFPA 13.

7. ALL PIPE LENGTHS SHOWN ARE CENTER TO CENTER.

8. PROVIDE PIPE HANGERS, SEISMIC BRACING, FLEXIBLE AND RIGID

COUPLINGS WHERE REQUIRED ON ALL SPRINKLER SYSTEM WET PIPE

PER NFPA 13.

9. AUXILIARY DRAINS MUST BE INSTALLED IN ACCORDANCE WITH NFPA 13

TO DRAIN THE SPRINKLER SYSTEM PIPING TO THE EXTERIOR OF THE

BUILDING.

10. SPLASH BLOCKS MUST BE PROVIDED FOR ALL DRAINS (AUXILIARY

DRAINS, MAIN DRAINS AND FDC CONNECTIONS) THAT ARE PIPED TO

THE EXTERIOR OF THE BUILDING.

11. THE SYSTEM MUST BE HYDROSTATICALLY TESTED AT 200PSI IN

ACCORDANCE WITH NFPA 13.

12. THE SUBCONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING A

CLEAN WORK AREA AND BE RESPONSIBLE FOR REMOVING ALL DEBRIS

AND MATERIAL CAUSED DURING CONSTRUCTION.

13. THE SUBCONTRACTOR MUST NOTIFY THE FIRE DEPARTMENT PRIOR

TO ANY OUTAGES SO THAT AN EFFECTIVE FIRE WATCH PLAN CAN BE

PUT INTO PLACE.

14. MOBILITY STORAGE TO HAVE RACK STORAGE OF UNEXPANDED

PLASTICS UP TO 20’-0 IN HEIGHT WITH A ROOF HEIGHT OF 17’-10”.

15. PROGEAR TO HAVE STORAGE OF CLASS I-IV AND GROUP A PLASTIC

PRODUCTS UP TO 10’-0 IN HEIGHT PROTECTED IN ACCORDANCE WITH

MISCELLANEOUS STORAGE. CEILING HEIGHT AT 9’-0.

16. CONTRACTOR TO PROVIDE AND INSTALL KNOX BOX LOCATED AT

ENTRANCE, USE APPROVED MODEL KNOXVAULT 4400 OR KNOXBOX

3200 ONLY.

17. PLEASE NOTE: THESE DRAWINGS ARE FOR REFERENCE ONLY.

CONTRACTOR MUST NOT ASSUME SIZES, QUANTITIES, LOCATIONS OR

MATERIALS ARE TO BE INSTALLED IN THIS MANNER. THIS SUBMITTAL

SET IS A PERFORMANCE SET OF DRAWINGS AND SHOULD ONLY BE

USED AS A REFERENCE.

GENERAL NOTES:

US Army Corps of Engineers ®

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3/32"=1'-0SCALE:

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COMPOSITE KEY PLAN

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A

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J R

P

L A

C E

L O

U

IS

V

IL

L E

K

Y

R H

E S

P R

IC

H

B K

O T

U L A

R H

E S

P R

IC

H

/1

/2

F Y

C E

R T

IF

IE

D F

IN

A

L

F G

W B

-0

S

E C

U R

IT

Y

F O

R C

E S

F A

C

IL

IT

Y

P R

O J E

C T

P

F ir e P ro te c ti o n

Sprinkler Schedule - Overall No. of

Sprklrs Description K-Factor Orifice

Size Temp Finish Escutcheon NPT

124 Quick Response Recessed Pendent 5.6 1/2" 155 °F Chrome Chrome 1/2"

1 Quick Response Upright 5.6 1/2" 155 °F Brass NA 1/2"

16 Quick Response Recessed Pendent 8 3/4" 155 °F Chrome Chrome 3/4"

15 Quick Response Upright 8 3/4" 155 °F Brass NA 3/4"

10 Quick Response Upright 8 3/4" 286 °F Brass NA 3/4"

14 Standard Response Pendent 11.2 3/4" 212 °F Brass Chrome - Flat 3/4"

18 CMSA Standard Response Upright 16.8 3/4" 212 °F Brass NA 3/4"

Total No. of Sprinklers: 198

3/32" = 1'-0" 1 Finished Floor - Overall

ROOM SCHEDULE

Number NAME

A000 ENTRY VESTIBULE

A001 LOBBY

A002 CORRIDOR

A003 CORRIDOR

A004 VESTIBULE

A100 COMMAND SUITE

A101 CSS

A102 SQUADRON SUPERINTENDENT

A103 FIRST SERGEANT

A104 SQUADRON COMMANDER

A105 CONFERENCE

A106 OPERATIONS SUITE

A107 TESTING ROOM

A108 DO OPERATIONS OFFICER

A109 OPS HUDDLE

A110 CHIEF SUITE

A111 CHIEF HUDDLE

A112 BDOC / ECC

A113 BDOC COMM

A114 TOILET

A115 TOILET

A116 JANITOR

A117 COMM

A118 S-5 SUITE

A119 SIPR

A120 TRAINING OFFICE SUITE

A121 TRAINING HUDDLE

A122 TRAINING ROOM

A123 HOME STATION EQ. STORAGE

A124 TABLES / CHAIRS STORAGE

A125 REPORT WRITING

A126 WORKSTATION

A127 INTERVIEW

A128 BREAK

A129 HUDDLE

A130 WEAPONS CLEARING

A131 WEAPONS CLEANING

A132 ARMORY

A133 MOBILITY STORAGE

A134 PROGEAR

A135 WOMENS RR

A136 WOMENS SHOWER / LOCKER

A137 MENS RR

A138 MENS SHOWER / LOCKER

A139 ELECTRICAL

A140 MECHANICAL

A141 EVIDENCE STORAGE

A142 TRAINING HUDDLE

A143 ATO

A147 PLASTIC STORAGE

W

2Q R

R

_P la ns _V ol 2-

B

C

D

E

A123

A101

A105

A000

A113

A114

A115

A112

A118

A119

A103

A104

A102 A100

A117

A106

A110

A001

A111

A109

A108

A107

A120

A116

A143

F-302

19' - 4" 14' - 8" 29' - 4" 9' - 0" 25' - 0" 8' - 0"

105' - 4"

½

½

1 1 ½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

1½

½

½

½

½

1½

½

½

½

½

1½

½

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

F-301

SEE: 1 / F-104SEE: 1 / F-104

A002

A002

½

½

½

½

½

2 2

½

½

½

½

1½

1½

1½

½

½

½

½

½

1½

½

½

½

½

1½1½

½

½

½

½

1½

½

½

½

½

½

1 1

½

½

1½

½

1½

½

½

½

½

½

½1½

½

½

½

½

2 2

1 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1 Up 1

Up 1

Up 1

Up 1 Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1 Up 1

Up 1

Up 1 Up 1

Up 1

Up 1

Up 1

Up 1

M305

BL04

BL01

M300

M301 M303M302

BL05

BL03

H209 209

H204204

H201

H200

H202 202 H207

H206

H205

Remote area number:

Occupancy classification:

Density:

Area of application:

Total water required (including hose streams):

@ a required system pressure of:

Fire Protection System Demand:

No. of sprinklers calculated:

Inside Hose Streams:

Outside Hose Streams:

Light Hazard

0.10 Gpm/SqFt

1,518 SqFt

519.268 GPM

72.088 Psi

0 GPM

250 GPM

BL02

H210

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

9' - 9" AFF

A F

F

15' - 3" AFF

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

9' - 9" AFF 9' - 9" AFF

KNOX BOX LOCATION

Up 1

½

½

½

Up 1

Up 1 Up 1

H203 H208

M304

Up 1

½

½

½

1. SEE SHEET F-001 FOR GENERAL NOTES.

2. THE FIRE SPRINKLER SYSTEM MUST BE DESIGNED IN ACCORDANCE

WITH NFPA 13 AND UFC 3-600-01. UFC 3-600-01 MUST TAKE

PRECEDENCE OVER NFPA 13.

3. THE SPRINKLER LOCATIONS MUST BE COORDINATED WITH OTHER

TRADES PRIOR TO CONSTRUCTION. ALL SPINKLERS SHALL BE

LOCATED CENTER OF TILE.

4. FIRE SPRINKLER GUARDS MUST BE INSTALLED ON SPRINKLERS

WHERE DAMAGE IS POSSIBLE DUE TO HEIGHT OF SPRINKLER OR

ACTIVITIES OF OCCUPANTS.

5. SPRINKLER MUST BE SPACED ACCORDING TO THE REQUIREMENTS IN

NFPA 13.

6. QUICK RESPONSE SPRINKLER SHALL BE USED IN AREAS AS REQUIRED

BY NFPA 13.

7. ALL PIPE LENGTHS SHOWN ARE CENTER TO CENTER.

8. PROVIDE PIPE HANGERS, SEISMIC BRACING, FLEXIBLE AND RIGID

COUPLINGS WHERE REQUIRED ON ALL SPRINKLER SYSTEM WET PIPE

PER NFPA 13.

9. AUXILIARY DRAINS MUST BE INSTALLED IN ACCORDANCE WITH NFPA 13

TO DRAIN THE SPRINKLER SYSTEM PIPING TO THE EXTERIOR OF THE

BUILDING.

10. SPLASH BLOCKS MUST BE PROVIDED FOR ALL DRAINS (AUXILIARY

DRAINS, MAIN DRAINS AND FDC CONNECTIONS) THAT ARE PIPED TO

THE EXTERIOR OF THE BUILDING.

11. THE SYSTEM MUST BE HYDROSTATICALLY TESTED AT 200PSI IN

ACCORDANCE WITH NFPA 13.

12. THE SUBCONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING A

CLEAN WORK AREA AND BE RESPONSIBLE FOR REMOVING ALL DEBRIS

AND MATERIAL CAUSED DURING CONSTRUCTION.

13. THE SUBCONTRACTOR MUST NOTIFY THE FIRE DEPARTMENT PRIOR

TO ANY OUTAGES SO THAT AN EFFECTIVE FIRE WATCH PLAN CAN BE

PUT INTO PLACE.

14. MOBILITY STORAGE TO HAVE RACK STORAGE OF UNEXPANDED

PLASTICS UP TO 20’-0 IN HEIGHT WITH A ROOF HEIGHT OF 17’-10”.

15. PROGEAR TO HAVE STORAGE OF CLASS I-IV AND GROUP A PLASTIC

PRODUCTS UP TO 10’-0 IN HEIGHT PROTECTED IN ACCORDANCE WITH

MISCELLANEOUS STORAGE. CEILING HEIGHT AT 9’-0.

16. CONTRACTOR TO PROVIDE AND INSTALL KNOX BOX LOCATED AT

ENTRANCE, USE APPROVED MODEL KNOXVAULT 4400 OR KNOXBOX

3200 ONLY.

17. PLEASE NOTE: THESE DRAWINGS ARE FOR REFERENCE ONLY.

CONTRACTOR MUST NOT ASSUME SIZES, QUANTITIES, LOCATIONS OR

MATERIALS ARE TO BE INSTALLED IN THIS MANNER. THIS SUBMITTAL

SET IS A PERFORMANCE SET OF DRAWINGS AND SHOULD ONLY BE

USED AS A REFERENCE.

GENERAL NOTES:

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

4' 8' 16'

1/8"=1'-0SCALE:

PLAN NORTH

T E

T R

A T

E C

H

IN

C

W a rr in g to n W a y

L o u is v ill e

K Y

P h o n e

-5 w w w .t e tr a te c h .c o m

AREA A

AREA B

AREA A KEY PLAN

M e d lo ck B ri d g e

R D

S T

E

Jo h n s

C re ek

P h on e (4

-6

F-103

F lo o r

P la n

A re a A

D O

B B

IN

S

A

IR

R E

V E

R V

E B

A S

E G

A

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J R

P

L A

C E

L O

U

IS

V

IL

L E

K

Y

R H

E S

P R

IC

H

B K

O T

U L A

R H

E S

P R

IC

H

/1

/2

F Y

C E

R T

IF

IE

D F

IN

A

L

F G

W B

-0

S

E C

U R

IT

Y

F O

R C

E S

F A

C

IL

IT

Y

P R

O J E

C T

P

F ir e P ro te c ti o n

Sprinkler Schedule - Area A No. of

Sprklrs Description K-Factor Orifice

Size Temp Finish Escutcheon NPT

74 Quick Response Recessed Pendent 5.6 1/2" 155 °F Chrome Chrome 1/2"

1 Quick Response Upright 5.6 1/2" 155 °F Brass NA 1/2"

1 Quick Response Recessed Pendent 8 3/4" 155 °F Chrome Chrome 3/4"

5 Quick Response Upright 8 3/4" 155 °F Brass NA 3/4"

Area A: 81

Total No. of Sprinklers: 81

1/8" = 1'-0" 1 Finished Floor - Area A

ROOM SCHEDULE

Number NAME

A000 ENTRY VESTIBULE

A001 LOBBY

A002 CORRIDOR

A003 CORRIDOR

A004 VESTIBULE

A100 COMMAND SUITE

A101 CSS

A102 SQUADRON SUPERINTENDENT

A103 FIRST SERGEANT

A104 SQUADRON COMMANDER

A105 CONFERENCE

A106 OPERATIONS SUITE

A107 TESTING ROOM

A108 DO OPERATIONS OFFICER

A109 OPS HUDDLE

A110 CHIEF SUITE

A111 CHIEF HUDDLE

A112 BDOC / ECC

A113 BDOC COMM

A114 TOILET

A115 TOILET

A116 JANITOR

A117 COMM

A118 S-5 SUITE

A119 SIPR

A120 TRAINING OFFICE SUITE

A121 TRAINING HUDDLE

A122 TRAINING ROOM

A123 HOME STATION EQ. STORAGE

A124 TABLES / CHAIRS STORAGE

A125 REPORT WRITING

A126 WORKSTATION

A127 INTERVIEW

A128 BREAK

A129 HUDDLE

A130 WEAPONS CLEARING

A131 WEAPONS CLEANING

A132 ARMORY

A133 MOBILITY STORAGE

A134 PROGEAR

A135 WOMENS RR

A136 WOMENS SHOWER / LOCKER

A137 MENS RR

A138 MENS SHOWER / LOCKER

A139 ELECTRICAL

A140 MECHANICAL

A141 EVIDENCE STORAGE

A142 TRAINING HUDDLE

A143 ATO

A147 PLASTIC STORAGE

W

2Q R

R

_P la ns _V ol 2-

A.F.F.9' - 0"

A.F.F.9' - 0"

1 2 3 4 5 6 7

E

F

G

H

I

A134

A140

A139

A127 A126

A135 A137

A138A136

A130 A131

A132

A128

A129

A133

A125

A122

A124

A123

A004

A118

A121

A003

A141

A142

F-301

F-302

F-501

Remote area number:

Occupancy classification:

Density:

Area of application:

Total water required (including hose streams):

@ a required system pressure of:

Fire Protection System Demand:

No. of sprinklers calculated:

Inside Hose Streams:

Outside Hose Streams:

Rack Storage

15 @ 22 Psi

1,097 SqFt

1740.314 GPM

72.923 Psi

0 GPM

500 GPM

F-501

M201

M205 M204

M403M402M401

M202

M203

M200

¼

½

¼

¼

½

2½ 2½ 2½

2½

½

½

½

½

½

½

½

½

½

½

½

½

½

1½1½1½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

1½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

1½

½

½

½

½

½

1½

½

½

½

½

2½ 1 ½

2½

½

½

½

½

½

½

1½

½

½

½

½

½

½

½

2½ 2½ 2½

2½

2½

½

2½

1½

¼

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1 Up 1

Up 1

Up 1

Up 1

Up 1 Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1 Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1

Up 1 ½

Up 1 ½

AUTOMATIC AIR VENT LOCATED

AT SYSTEM HIGH POINT

SEE: 1 / F-103SEE: 1 / F-103

F-501

4Dn 4

4" x 2 1/2" x 2 1/2" FDC, WITH

SPLASH BLOCK BELOW

MAIN DRAIN LOCATION, WITH

SPLASH BLOCK BELOW

BACKFLOW FORWARD FLOW

TEST LOCATION, WITH

SPLASH BLOCK BELOW

A002

½

½

1½

½

½

1½

½

1 1 Up 1

Up 1

Up 1

Up 1 Up 1

BL04

M400

¼

½

Up 1½

A F

F

/2

A F

F

/2

A F

F

A F

F

9' - 2 1/2" AFF

9' - 9" AFF

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

A F

F

Up 1

½

½

Up 1

½

½

2½

Dn 2 ½

Dn 6

/2

A F

F

/2

A F

F

¼

½

¼

Up 2

Up 1

Up 2 2½

1½

½

1½

½Up 1

½

Up 1 ½

2½

A F

F

A F

F

BASE

BFV

M111

TOR

H413 H409 H406

H405

H402

H401

H400H404

H414

H410 H407

H403

M109

H415

H113

H412

½2 ½

½

½ 2 ½

½

½ 2 ½

½

½

½

½

M110

M206

2" FLOW

SWITCH

2" CHECK

VALVE

2" BUTTERFLY

VALVE WITH

TAMPER

SWITCH

WET INSPECTOR TEST

CONNECTION

Up 8

½

Dn 1

Up 1 Up 1

Up 1

Up 3

½

6Up 3

½

6 Up 3

½

6 Up 3

½

Up 3

½

66 6Up 3

½

M502

M504

M501

M500

M503

M505 R502R504 R501 R500R503

A F

F

A F

F

13' - 4 1/2" AFF

/2

A F

F

/2

A F

F

/2

A F

F

A F

F

13' - 8 1/2" AFF

/2

A F

F

Dn 4

66 66

1½

666 Up 61 ½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

½

Dn 1

Dn 1

Dn 1

Dn 1

Dn 1

Dn 1

Dn 1

Dn 1

Dn 1

Dn 1 Dn 1

Dn 1

Dn 1

Dn 1

A147

10' - 1 1/2" AFF

/2

A F

F

/2

A F

F

M601 M600M602M603

612 609 606

Remote area number:

Occupancy classification:

Density:

Area of application:

Total water required (including hose streams):

@ a required system pressure of:

Fire Protection System Demand:

No. of sprinklers calculated:

Inside Hose Streams:

Outside Hose Streams:

Extra Hazard

0.30 Gpm/SqFt

891 SqFt

1250.844 GPM

34.591 Psi

341 GPM

500 GPM

H610

H611

H612

H607

H608

H609

H603

H604

H606

H600

H601

H602

H605

1. SEE SHEET F-001 FOR GENERAL NOTES.

2. THE FIRE SPRINKLER SYSTEM MUST BE DESIGNED IN ACCORDANCE

WITH NFPA 13 AND UFC 3-600-01. UFC 3-600-01 MUST TAKE

PRECEDENCE OVER NFPA 13.

3. THE SPRINKLER LOCATIONS MUST BE COORDINATED WITH OTHER

TRADES PRIOR TO CONSTRUCTION. ALL SPINKLERS SHALL BE

LOCATED CENTER OF TILE.

4. FIRE SPRINKLER GUARDS MUST BE INSTALLED ON SPRINKLERS

WHERE DAMAGE IS POSSIBLE DUE TO HEIGHT OF SPRINKLER OR

ACTIVITIES OF OCCUPANTS.

5. SPRINKLER MUST BE SPACED ACCORDING TO THE REQUIREMENTS IN

NFPA 13.

6. QUICK RESPONSE SPRINKLER SHALL BE USED IN AREAS AS REQUIRED

BY NFPA 13.

7. ALL PIPE LENGTHS SHOWN ARE CENTER TO CENTER.

8. PROVIDE PIPE HANGERS, SEISMIC BRACING, FLEXIBLE AND RIGID

COUPLINGS WHERE REQUIRED ON ALL SPRINKLER SYSTEM WET PIPE

PER NFPA 13.

9. AUXILIARY DRAINS MUST BE INSTALLED IN ACCORDANCE WITH NFPA 13

TO DRAIN THE SPRINKLER SYSTEM PIPING TO THE EXTERIOR OF THE

BUILDING.

10. SPLASH BLOCKS MUST BE PROVIDED FOR ALL DRAINS (AUXILIARY

DRAINS, MAIN DRAINS AND FDC CONNECTIONS) THAT ARE PIPED TO

THE EXTERIOR OF THE BUILDING.

11. THE SYSTEM MUST BE HYDROSTATICALLY TESTED AT 200PSI IN

ACCORDANCE WITH NFPA 13.

12. THE SUBCONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING A

CLEAN WORK AREA AND BE RESPONSIBLE FOR REMOVING ALL DEBRIS

AND MATERIAL CAUSED DURING CONSTRUCTION.

13. THE SUBCONTRACTOR MUST NOTIFY THE FIRE DEPARTMENT PRIOR

TO ANY OUTAGES SO THAT AN EFFECTIVE FIRE WATCH PLAN CAN BE

PUT INTO PLACE.

14. MOBILITY STORAGE TO HAVE RACK STORAGE OF UNEXPANDED

PLASTICS UP TO 20’-0 IN HEIGHT WITH A ROOF HEIGHT OF 17’-10”.

15. PROGEAR TO HAVE STORAGE OF CLASS I-IV AND GROUP A PLASTIC

PRODUCTS UP TO 10’-0 IN HEIGHT PROTECTED IN ACCORDANCE WITH

MISCELLANEOUS STORAGE. CEILING HEIGHT AT 9’-0.

16. CONTRACTOR TO PROVIDE AND INSTALL KNOX BOX LOCATED AT

ENTRANCE, USE APPROVED MODEL KNOXVAULT 4400 OR KNOXBOX

3200 ONLY.

17. PLEASE NOTE: THESE DRAWINGS ARE FOR REFERENCE ONLY.

CONTRACTOR MUST NOT ASSUME SIZES, QUANTITIES, LOCATIONS OR

MATERIALS ARE TO BE INSTALLED IN THIS MANNER. THIS SUBMITTAL

SET IS A PERFORMANCE SET OF DRAWINGS AND SHOULD ONLY BE

USED AS A REFERENCE.

GENERAL NOTES:

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

4' 8' 16'

1/8"=1'-0SCALE:

PLAN NORTH

T E

T R

A T

E C

H

IN

C

W a rr in g to n W a y

L o u is v ill e

K Y

P h o n e

-5 w w w .t e tr a te c h .c o m

AREA A

AREA B

AREA B KEY PLAN

M e d lo ck B ri d g e

R D

S T

E

Jo h n s

C re ek

P h on e (4

-6

F-104

F lo o r

P la n

A re a B

D O

B B

IN

S

A

IR

R E

V E

R V

E B

A S

E G

A

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J R

P

L A

C E

L O

U

IS

V

IL

L E

K

Y

R H

E S

P R

IC

H

B K

O T

U L A

R H

E S

P R

IC

H

/1

/2

F Y

C E

R T

IF

IE

D F

IN

A

L

F G

W B

-0

S

E C

U R

IT

Y

F O

R C

E S

F A

C

IL

IT

Y

P R

O J E

C T

P

F ir e P ro te c ti o n

1/8" = 1'-0" 1 Finished Floor - Area B

Sprinkler Schedule - Area B No. of

Sprklrs Description K-Factor Orifice

Size Temp Finish Escutcheon NPT

50 Quick Response Recessed Pendent 5.6 1/2" 155 °F Chrome Chrome 1/2"

15 Quick Response Recessed Pendent 8 3/4" 155 °F Chrome Chrome 3/4"

10 Quick Response Upright 8 3/4" 155 °F Brass NA 3/4"

10 Quick Response Upright 8 3/4" 286 °F Brass NA 3/4"

14 Standard Response Pendent 11.2 3/4" 212 °F Brass Chrome - Flat 3/4"

18 CMSA Standard Response Upright 16.8 3/4" 212 °F Brass NA 3/4"

Area B: 117

Total No. of Sprinklers: 117

ROOM SCHEDULE

Number NAME

A000 ENTRY VESTIBULE

A001 LOBBY

A002 CORRIDOR

A003 CORRIDOR

A004 VESTIBULE

A100 COMMAND SUITE

A101 CSS

A102 SQUADRON SUPERINTENDENT

A103 FIRST SERGEANT

A104 SQUADRON COMMANDER

A105 CONFERENCE

A106 OPERATIONS SUITE

A107 TESTING ROOM

A108 DO OPERATIONS OFFICER

A109 OPS HUDDLE

A110 CHIEF SUITE

A111 CHIEF HUDDLE

A112 BDOC / ECC

A113 BDOC COMM

A114 TOILET

A115 TOILET

A116 JANITOR

A117 COMM

A118 S-5 SUITE

A119 SIPR

A120 TRAINING OFFICE SUITE

A121 TRAINING HUDDLE

A122 TRAINING ROOM

A123 HOME STATION EQ. STORAGE

A124 TABLES / CHAIRS STORAGE

A125 REPORT WRITING

A126 WORKSTATION

A127 INTERVIEW

A128 BREAK

A129 HUDDLE

A130 WEAPONS CLEARING

A131 WEAPONS CLEANING

A132 ARMORY

A133 MOBILITY STORAGE

A134 PROGEAR

A135 WOMENS RR

A136 WOMENS SHOWER / LOCKER

A137 MENS RR

A138 MENS SHOWER / LOCKER

A139 ELECTRICAL

A140 MECHANICAL

A141 EVIDENCE STORAGE

A142 TRAINING HUDDLE

A143 ATO

A147 PLASTIC STORAGE

W

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M201

M205

M204

M403

M402

M401

M202

M203

M200

M305

BL04

BL01

M300

M301

M303

M302

BL05

BL03

H209

H204

M400

H201

H200

H202202

H207

H206

H205

H210

BL02

UG1

TOR M111

H203

H208

M304

BOR

ACV

H415

H413

H409

H406

H405 H402

H401

H400

H404

H414

H113

H412

H410

H407H403

M109

M110

BASE

BFV

M206

R500

M500

M501

R501

M502

R502

M503

R503

M504

R504

M505

M601

M600

M602

M603

606 605

H610

H611

H612

H607

H608

H609

H603

H604

H606

H600

H601

H602

H605

US Army Corps of Engineers ®

SHEET ID

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IN

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D R

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D B

Y

S U

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B Y

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IZ

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C H

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K E

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A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

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IC

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A

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3 5 7 9 11 13 15 17 19

L

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A

D A

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M A

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2 4 6 8 10 12 14 16 18 20

P

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L o u is v ill e

K Y

P h o n e

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M e d lo ck B ri d g e

R D

S T

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Jo h n s

C re ek

P h on e (4

-6

F-105

Is o m e tr ic D ra w in g

D O

B B

IN

S

A

IR

R E

V E

R V

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A S

E G

A

L O

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L E

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IS

T R

IC

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D

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A R

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IN

L U

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K

IN

G J R

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C E

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/1

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F Y

C E

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IF

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IN

A

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-0

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F O

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F A

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C T

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F ir e P ro te c ti o n

System ISO

W

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Finished Floor 0' - 0"

Level 2 12' - 8"

1 2 3 4 5 6 7

F-302

' - 1

' - 7

/2

6' - 0" 6' - 0"

4' - 8"

19' - 4" 14' - 8" 29' - 4" 9' - 0" 25' - 0" 8' - 0"

105' - 4"

CMSA K-16.8 UPRIGHT (TYP)

1/2" / 1'-0"

1/2" / 1'-0"

' - 0

' - 1

/2

49' - 5"34' - 8"

MECHANICAL

A140

PROGEAR

A134

MOBILITY

STORAGE

A133

3/4" QR UPRIGHT (TYP)

' - 6

' - 9

' - 9

' - 9

' - 9

' - 7

' - 1

/2

/2

/2

1 1

Finished Floor 0' - 0"

Level 2 12' - 8"

1 2 3 4 5 6 7

F-302

105' - 4"

19' - 4" 14' - 8" 29' - 4" 9' - 0" 25' - 0" 8' - 0"

1/2" QR RECESSED PENDANT

ON RETURN BEND (TYP)

2 1 2

1 2

1 2

12 2 2 2

1/2" / 1'-0"

1/2" / 1'-0"

CHIEF SUITE

A110

CHIEF HUDDLE

A111

OPERATIONS

SUITE

A106

TESTING ROOM

A107

US Army Corps of Engineers ®

SHEET ID

U S

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M Y

C O

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IN

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D R

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S

IG

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D B

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S U

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B Y

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IZ

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C H

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K E

D B

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A N

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U E

D A

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C O

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S O

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IC

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3 5 7 9 11 13 15 17 19

L

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C

A

D A

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M A

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D E

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2 4 6 8 10 12 14 16 18 20

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F

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T E

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H

IN

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W a rr in g to n W a y

L o u is v ill e

K Y

P h o n e

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M e d lo ck B ri d g e

R D

S T

E

Jo h n s

C re ek

P h on e (4

-6

F-301

B u ild in g S e c ti o n s

D O

B B

IN

S

A

IR

R E

V E

R V

E B

A S

E G

A

L O

U

IS

V

IL

L E

D

IS

T R

IC

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D

R M

A R

T

IN

L U

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K

IN

G J R

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L A

C E

L O

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IS

V

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F A

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C T

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F ir e P ro te c ti o n

1/4" = 1'-0" 1 Section 1

1/4" = 1'-0" 2 Section 2

W

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_P la ns _V ol 2-

Finished Floor 0' - 0"

Level 2 12' - 8"

A B C D E F G H I

F-301

F-301

2½

1¼

1½1½1½1½1½1½1½ 1½1½

206' - 0"

3' - 4" 36' - 0" 29' - 8" 26' - 4" 42' - 8" 42' - 1" 20' - 7" 5' - 4"

1½1½1½1½1½1

1 1 1 1

1 1

1 1

1½

1½

"CHIEF HUDDLE

A111

OPS HUDDLE

A109

CORRIDOR

A002 BDOC COMM

A113

BDOC / ECC

A112

CONFERENCE

A105

S-5 SUITE

A118

TRAINING ROOM

A122

CORRIDOR

A002

CORRIDOR

A003

MOBILITY

STORAGE

A133

2½

US Army Corps of Engineers ®

SHEET ID

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M Y

C O

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H

IN

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W a rr in g to n W a y

L o u is v ill e

K Y

P h o n e

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M e d lo ck B ri d g e

R D

S T

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Jo h n s

C re ek

P h on e (4

-6

F-302

B u ild in g S e c ti o n

D O

B B

IN

S

A

IR

R E

V E

R V

E B

A S

E G

A

L O

U

IS

V

IL

L E

D

IS

T R

IC

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D

R M

A R

T

IN

L U

T H

E R

K

IN

G J R

P

L A

C E

L O

U

IS

V

IL

L E

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/1

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F Y

C E

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F A

C

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C T

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F ir e P ro te c ti o n

1/8" = 1'-0" 1 Section 3

W

2Q R

R

_P la ns _V ol 2-

1 2

H

I

F-301

F-501

¼

½

¼

½

Up 1

½

6 6

2" MAIN DRAIN

BACKFLOW FORWARD FLOW

TEST LOCATION, WITH

SPLASH BLOCK BELOW

8" UNDERGROUND

BOR

BASE

Dn 8

6 BFV

ACV

Up 1 ½

½

Up 1½

M111

Up 6

½

¼

9' - 8" 9' - 8"

6" WALL P.I.V.

3' - 0"

Finished Floor 0' - 0"

½

BASE

BFV BOR

ACV

TOR

/2

3' - 0"16' - 4"

9' - 8"

2' - 4"

1" GLOBE VALVE

1" PIPE-O-LET

MAIN PIPING

SIGN W/CHAIN

AUXILIARY

DRAIN

1" X 0'-4" NIPPLE

1" PLUG

PROVIDE ON END OF EACH CROSS MAIN

DRAINS MUST BE PROVIDED WITH PLUGS AT LOW LEVEL

PIPING AND DROPS

2' x 2'

CEILING

TILE

NOTE:

SPRINKLER HEAD MUST BE CENTERED AT

LOCATION SHOWN IN 2' x 2' CEILING TILE +/- 2".

24"

12"12"

24"

12"

12"

NOTE:

INSTALLATION MUST BE

COORDINATED WITH THE

ROOFING CONTRACTOR PRIOR

TO THE INSTALLATION OF THE

CORRUGATED METAL DECKING.

IT IS RECOMMENDED THAT THE

PIPING BE INSTALLED AFTER

DECKING IS IN PLACE, TO AVOID

CONFLICT.

TOP BEAM CLAMP A.T.R. & RING

HANGER RING

3/8" A.T.R. FOR 1"-4" PIPE

1/2" A.T.R. FOR 6"-8" PIPE

TOP BEAM CLAMP 8" RETRO RETAINING STRAP

4", 6" AND 8" PIPE TO BE ATTACHED WITHIN 6" OF TRUSS PANEL

POINTS AT A MAXIMUM OF 8'-0" ON CENTER.

INSTALLATION NOTE:

PREFER. FROM REMOTE

BRANCH LINE

1" TEST VA. IN

ACCESSIBLE LOCATION

45° EL. W/ CORROSION RES.

OUTLET EQ. TO SPRINKLER

PIPE RING

TRAPEZE MEMBER

1/2" ATR FOR 6"-8" PIPE

MAIN PIPING

PIPE RINGOPEN WEB

STEEL TRUSS

TOP BEAM CLAMP

8" RETRO

RETANING

STRAP

3/8" ATR FOR 2"-4" PIPE

FOR 6" & 8" PIPE USE EXTRA

HEAVY RING FOR 1/2" ROD.

SEE DETAIL HANGER 9/FP-01

FOR DETAILS NOT SHOWN

TRAPEZE LENGTH 8'-0"

3/8"

3"

A.T.R. SIZE

2 1/2" 2 1/2" 2 1/2" 2 1/2"

1/2"1/2"3/8" 3/8" 3/8"

SCH.10 SCH.10 SCH.10 SCH.10 SCH.10 SCH.40TRAPEZE TYPE

2"MAIN DIAMETER 2-1/2" 3" 4" 6" 8"

3"2 1/2" 2 1/2" 2 1/2" 2 1/2" 3"

3"2 1/2" 2 1/2" 3"

7'-0"

6'-0" 2" 2"

3"

NOTE: ATTACH ONLY WITHIN 0'-6" OF (TOP) TRUSS PANEL POINTS AT 8'-0" O.C.

NOTE: PREDRILL HOLE FOR C-CLAMP USING GOOD PRACTICE.

N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0

8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 15-0 15-0 15-0

N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A N/A

3-1/2

Nominal Pipe Size (in.)

Copper Tube

Threaded Lightwall Steel Pipe

HANGER SPACING PER NFPA 13 (2022 EDITION)

1-1/4

Table 17.4.2.1(a) Maximum Distance Between Hangers (ft. - in.)

Steel Pipe Except Threaded Lightwall

Pipe Type 3/4 1 1-1/2 2 2-1/2 3 4 5 6 8

Ductile Iron Pipe N/A N/A N/A N/A N/A N/A 15-0 N/A 15-0 N/A 15-0 15-0

1"-4" Pipe Use 3/8" ROD; 5", 6" & 8" Pipe use 1/2" ROD Note: IPS = Iron Pipe Size; CTS = Copper Tube Size

Finished Floor 0' - 0"

½

½

2' - 1"

0' - 6"

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

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N B

Y

D E

S

IG

N E

D B

Y

S U

B M

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B Y

S

IZ

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C H

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K E

D B

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A N

S I D

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S

U E

D A

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C O

N T

R A

C T

N O

S O

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IC

IT

A

T

IO

N N

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3 5 7 9 11 13 15 17 19

L

J

G

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C

A

D A

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M A

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D E

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IP

T

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N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

T E

T R

A T

E C

H

IN

C

W a rr in g to n W a y

L o u is v ill e

K Y

P h o n e

-5 w w w .t e tr a te c h .c o m

M e d lo ck B ri d g e

R D

S T

E

Jo h n s

C re ek

P h on e (4

-6

F-501

D e ta ils

D O

B B

IN

S

A

IR

R E

V E

R V

E B

A S

E G

A

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J R

P

L A

C E

L O

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IS

V

IL

L E

K

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R H

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P R

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P R

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/1

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F Y

C E

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IF

IE

D F

IN

A

L

F G

W B

-0

S

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U R

IT

Y

F O

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E S

F A

C

IL

IT

Y

P R

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C T

P

F ir e P ro te c ti o n

1/4" = 1'-0" 1 Valve Assembly - Enlarged Plan

1/4" = 1'-0" 2 Valve Assembly

NTS3

Valve Assembly ISO

Valve and Fitting Legend

Item # Item Desription 1 4 1/2" x 2 1/2" x 2 1/2" FDC

2 1/2" Ball Drip Piped Outside

3 4" Grooved Check Valve

4 Splash Block

5 8" Supply Pipe

6 8"x6" Flanged Reducing 90º Elbow

7 6" DCDA Backflow Preventer With OS&Y Valves

8 Pipe Stand

9 6" Flange Tee

10 6" Grooved 90º Drain Elbow

11 6" Grooved Butterfly Valve With Tamper Switch, Normally Closed For Backflow Forward Flow Test

12 2" Drain Piped Outside

13 2" Test And Drain With Pressure Relief Valve

14 6" Alarm Check Valve

15 Water Flow Switch

16 6" Grooved 90º Elbow

17 6" System Riser

18 6" Post Indicator Valve

19 6" x 2 1/2" (6-Way) For Backflow Forward Flow Test

NTS5

AUX DRAIN

NTS6

CENTER OF TILE

NTS7

TOP BEAM CLAMP

NTS8

WET INSPECTORS TEST

NTS9

TRAPEZE HANGER DETAIL

3/8" = 1'-0" 4 FDC Detail

W

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_P la ns _V ol 2-

FIRE ALARM ABBREVIATIONS:

A AMPERES

AC ALTERNATING CURRENT

AF AMPFRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AL ALUMINUM

AM AMMETER

AS AMMETER SELECTOR SWITCH

AIC AMPERE INTERRUPTING CAPACITY

AT AMP TRIP

ASYM ASYMMETRICAL

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AWG AUTOMATIC WIRE GAUGE

BCW BARE COPPER WIRE

BFF BELOW FINISHED FLOOR

BFG BELOW FINISHED GRADE

BLDG BUILDING

C CONDUIT

CAT CATEGORY

CB CIRCUIT BREAKER

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CKT CIRCUIT

CM CONTROL MODULE

CMH COMMUNICATIONS MANHOLE

CPT CONTROL POWER TRANSFORMER

CLF CURRENT…