W9127822R0008 AM06 DRAWINGS.pdf

PDF 6 MB Posted Mar 29, 2022

Attached to: Building 73 Lab Expansion, Eglin Air Force Base, Florida
Solicitation number: W9127822R0008
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation package describes a federal contract opportunity to construct an approximately 7,000 square foot laboratory expansion at Eglin Air Force Base in Florida. Key details include constructing the addition utilizing conventional methods to accommodate ongoing cyberspace security testing, with approximately 95% of the facility meeting SCIF requirements. The North American Industry Classification System code for this project is 236220. The solicitation notes critical path methodology is required and defines small businesses as having average annual receipts less than $39.5 million for the past three years. Bidders must register in SAM.gov to download solicitation documents from beta.sam.gov, and the request for information process will occur through ProjNet.

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Other files

File	Type	Posted
W9127822R0008 AM07.pdf	PDF	Apr 1, 2022
W9127822R0008 AM06.pdf	PDF	Mar 29, 2022
W9127822R0008 AM05.pdf	PDF	Feb 14, 2022
W9127822R0008 AM04.pdf	PDF	Feb 10, 2022
W9127822R0008 AM03.pdf	PDF	Jan 31, 2022
W9127822R0008 AM03 DRAWINGS.pdf	PDF	Jan 31, 2022
W9127822R0008 AM02 DRAWINGS.pdf	PDF	Jan 20, 2022
W9127822R0008 AM02.pdf	PDF	Jan 20, 2022
W9127822R0008 AM01.pdf	PDF	Jan 12, 2022
W9127822R0008 Site Evaluation SIGN IN SHEET.pdf	PDF	Jan 10, 2022
VOL4.PDF	PDF	Dec 17, 2021
W9127822R0008 VOL2.pdf	PDF	Dec 17, 2021
W9127822R0008 VOL5.pdf	PDF	Dec 17, 2021
W9127822R0008 VOL4.pdf	PDF	Dec 17, 2021
W9127822R0008 VOL3.pdf	PDF	Dec 17, 2021
W9127822R0008 VOL1.pdf	PDF	Dec 17, 2021
W9127822R0008 EM 385-1-1.pdf	PDF	Dec 17, 2021
W9127822R0008 RTA DRAWINGS.pdf	PDF	Dec 17, 2021

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US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

BUILDING 73 LAB EXPANSION

DECEMBER 20 1

22002 22R 8

AMENDMENT NO. 0006

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6' MIN.

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CU101FTFA20DR04

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BUILDING 73

ADDITION

FFE = 56.47

EXISTING

BUILDING 73

FFE = 57.30

LEGEND

PROPOSED BUILDING

PROPOSED CONCRETE PAVEMENT

NOTES:

1. REFER TO SHEET V-101 FOR EXISTING SITE LEGEND

2. REFER TO SHEET CI002 FOR NEW WORK LEGEND

UTILITY NOTES:

1. SEE EXPLANATION OF BID ITEMS, "PRIVATIZED UTILITY AUTHORITY (ASUS) WATER AND WASTEWATER WORK" FOR DELINEATION OF CONTRACTOR

RESPONSIBILITIES.

2. CONTRACTOR SHALL PROVIDE COST FOR MATERIALS, LABOR, EQUIPMENT, CLEANUP, AND ALL OTHER OPERATIONS NECESSARY FOR THE INSTALLATION

OF CATHODIC PROTECTION FOR THE FIRE LINE AND DOMESTIC WATER.

3. NEW PRESSURE SEWER TO BE INSTALLED AT CONTINUOUS UPWARD GRADE FROM GRINDER PUMPING STATION TO EXISTING MANHOLE. INSTALL UNDER

EXISTING UTILITIES ALONG ROUTE.

4. THE SHOWN LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, BASED ON A COMBINATION OF FIELD SURVEY AND GOVERNMENT-PROVIDED GIS DATA. CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING UTILITIES AND MAKE MINOR FIELD ADJUSTMENTS TO PROPOSED UTILITIES AND

APPURTENANCES AS NEEDED TO ACCOMMODATE AND PROTECT EXISTING UTILITIES.

KEYNOTES

KEY NOTE:

CUT EXISTING 10" CAS WATER MAIN. CONNECT TO EXISTING 10"

WATER MAIN WITH 90-DEG. ELBOW. INSTALL NEW 10" DIP

WATER MAIN AROUND BUILDING PERIMETER AS SHOWN.

1" WATER SERVICE (DOMESTIC) (PVC)

10" WATER MAIN (DIP) BY PRIVATIZED UTILITY

6" FIRE LINE (PVC)

4" FIRE DEPARTMENT CONNECTION (PVC)

4" GRAVITY SANITARY SERVICE (PVC)

PACKAGED GRINDER PUMP STATION

EXISTING SANITARY SEWER MANHOLE

STORMWATER PERCOLATION STRUCTURE (MODIFIED FDOT

GRATED INLET)

8" PVC STORMWATER DRAIN PIPE

2" PVC PRESSURE SEWER SERVICE

CONNECT 1" WATER SERVICE TO EXISTING WATERMAIN WITH

WET TAP

CONNECT 6" FIRE SERVICE TO EXISTING WATERMAIN WITH WET

TAP

EXISTING 10" WATER MAIN

CLEANOUT. SEE SHEET P-101. LOCATE AT DIRECTIONAL

CHANGE AS SHOWN.

6" PVC STORM DRAIN DOWNSPOUT LEADER

CONCRETE COLLAR FOR PACKAGED GRINDER PUMP STATION

AREA RESERVED

FOR FUTURE

CONEX CONTAINERS

CONNECT TO EXISTING

MANHOLE AT INVERT

ELEVATION 51.52

PACKAGED GRINDER PUMP

STATION

CU501

ANTICIPATED CONEX

CONTAINER LOCATION

0 10' 20'

REMOTE 4" FDC

(EXISTING FIRE HYDRANT APPROX. 90 FT. EAST)

PAVEMENT

PATCHING/RESURFACING.

SEE DETAIL, SHEET CS502

PAVEMENT PATCHING/RESURFACING

WATER OVER SANITARY OVER STORM.

(SEE SECTION THIS SHEET)

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

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EXISTING

BUILDING 71

FFE = 56.06

BACKFLOW PREVENTER

ASSEMBLY - POTABLE WATER

BACKFLOW PREVENTER

ASSEMBLY - FIRE LINE

CU502

10" WATER MAIN (DIP)

4" PVC SANI. SEWER

EX. GRADE

ABOVE SERVICES

8" PVC ROOF DRAIN (STORM)

3" M

6" M

FFE = 57.30

SANITARY SEWER INV. EL.

@ BUILDING = 52.32

PROPOSED BUILDING RAMP

1 UTILITY PLAN

1" = 10'

POST INDICATOR VALVE

CU501

1" WATER SERVICE WITH

METER

CU502

WALL MOUNTED GRINDER

PUMP CONTROL PANEL

95 LF 10" DIP WATER MAIN

" D

107 LF 2" PVC PRESSURE SEWER

36 LF 4" PVC GRAVITY SEWER

1" P

67 LF 4" PVC FIRE LINE

30 LF 6" PVC FIRE LINE

DOMESTIC WATER

SERVICE POD

FIRE WATER

SERVICE POD

AMENDMENT 0006

N, U

LIT

, A

L R

SANITARY SEWER POD

AutoCAD SHX Text M

AutoCAD SHX Text

MATCHLINE SEE INSET BELOW

AutoCAD SHX Text

MATCHLINE SEE ABOVE

AutoCAD SHX Text

SECTION A-A

CU502FTFA20DR04

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24"x36" CONCRETE METER BOX w/COVER

4" CHECK

VALVE

WITH DRIP

VALVE

CONCRETE BLOCK

10"x10"x6"

#57 STONE

4" MJ 90° BEND

4" PVC

4" PVC (PExFLG)

24"Ø

CONCRETE

COLLAR

4" FDC w/(2) 2-1/2" INTERNALLY

THREADED SWIVEL CONNECTIONS

4" DIP, PAINTED

FINISHED

GRADE

NOTE: CONTRACTOR TO INSTALL SIGNAGE IN ACCORDANCE

WITH NFPA 13 8.17.2.4.5 INDICATING THE PORTIONS OF THE

BUILDING SERVED BY THIS CONNECTION.

CONCRETE PAD, 2'-0"Ø x

6" THICK W/ 2 - #3 HOOPS

(TYP)

IRON BODY

FERRULE W/ BRASS

SCREW PLUG

45° BEND

WYE CAP AT TERMINAL

ENDS

INV ELEV SEE PLAN

1 2"

7'-0" (EDGE OF PAVEMENT)

4'-0" (BACK OF CURB)

NOTE:

1. PAINT COLOR PER

BASE STANDARD

6" PVC

4" REMOTE FIRE DEPARTMENT

CONNECTION

NTS

3 CLEANOUT

NTS

2 INSULATED HOTBOX ENCLOSURE

NOT USED, SEE DETAIL 1 BELOW FOR HEATED ENCLOSURE REQUIREMENTS

(PAD NOT NEEDED FOR

CLEANOUTS IN PAVEMENT)

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

T, S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

T D

D A

O N

N O

C O

A C

T N

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N A

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M A

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Ha tc he r, C ha nd le r

5 1" WATER SERVICE WITH METER

NTS

TYPICAL MOUNTING DETAIL

CAST IRON DOWNSPOUT BOOT

(SEE ARCHITECTURAL PLANS)

SHOWN WITH 6"

RUBBER ADAPTOR

CONNECTION

VARIES

ROOF DRAIN BOOT

CONNECTION

NTS

12" 3"

45° PVC BENDS

ROOF LEADER

TO DISCHARGE

MINIMUM WATER AND SEWER

SEPARATION

NTS

WATER MAIN

NORMAL WATER MAIN / SEWER MAIN HORIZONTAL SEPARATION: NORMAL WATER MAIN / GRAVITY SEWER OR FORCE MAIN VERTICAL

SEPARATION:

FOR WATER MAIN CROSSING OVER EXISTING FORCE MAIN:

FOR WATER MAIN CROSSING OVER EXISTING GRAVITY SEWER:

IF 6' HORIZONTAL SEPARATION CANNOT BE MET:

*IF WATER MAIN SHALL BE LAYED BELOW SEWER MAIN A

12" MIN VERTICAL SEPARATION IS REQUIRED.

NOTES:

1. WATER MAIN AND SEWER SHALL BE IN

SEPARATE TRENCHES

WATER MAIN

GRAVITY SEWER

MAIN ONLY

EXISTING GRAVITY

SEWER (SIZE VARIES)

EXISTING GRAVITY

SEWER (SIZE VARIES)

GRAVITY SEWER

MAIN OR

PRESSURE TYPE

SEWER MAIN

MIN.

WATER MAIN

MIN.

6" MI

SHEET METAL DOWNSPOUT

(SEE ARCHITECTURAL PLANS)

NOTES:

1. ASSEMBLY SHALL BE HOUSED IN AN APPROVED INSULATED ENCLOSURE.

2. CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE FROM BUILDING TO HEATER

FOR BFP'S INSTALLED ON FIRE LINES.

3. FOR LINES 3" AND LARGER PIPE MATERIAL SHALL BE DIP.

4. CONTRACTOR SHALL VISIT SITE, CONFIRM ALL DIMENSIONS AND VERIFY MINIMUM

ENCLOSURE DIMENSIONS PRIOR TO ORDERING MATERIALS.

5. ALL ENCLOSURES SHALL BE MISSION BROWN IN COLOR.

" M

6" MI

UTILITY APPROVED

DOUBLE CHECK ASSEMBLY

TYP.

ADJUSTABLE STEEL

PIPE SUPPORTS

FROM MAIN

INSULATED ENCLOSURE

FEED PIPE

DISCHARGE PIPE

4" THICK MIN. CONC. SLAB W/

REINFORCING AND 6 MIL VAPOR

BARRIER UNDER SLAB

FL 90° BEND

1/2" GAP W/ EXPANSION JOINT

FILLER - BOTH LINES

RESTRAINED JOINT 90° BEND

6" MIN. NO. 57 STONE

OS&Y FL GATE VALVE

ELECTRIC HEATER - INSTALL PER ASSE

1060 STANDARDS FOR CLASS 1 BACKFLOW

ENCLOSURES AND MANUFACTURER'S

SPECIFICATIONS

MINIMUM ENCLOSURE DIMS (IN.)

BFP

SIZE A B C

2.5 4 50 36 3 4 62 36 4 4 73 36 6 6 89 48 8 101 48

8 DUAL 106 64

C = INSIDE WIDTH

1" M

COMPACTED SUBGRADE

1 FIRE LINE BACKFLOW PREVENTION ASSEMBLY

NTS

6" DUCTILE IRON TEE &

6"X4" REDUCER BEHIND,

TO REMOTE FDC.

SERVICE

L A

AMENDMENT 0006

NOTES:

1. DETAIL SHOWN FOR REFERENCE ONLY. WORK TO BE PERFORMED BY ASUS.

2. WATER METER OR VALVE SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR TRAFFIC.

3. ALL PLASTIC METER BOXES SHALL BE HEAVY DUTY RATED NON-LOCKING POLYMER CEMENT COVER AS APPROVED BY UTILITY.

4. ALL FIBERGLASS METER BOXES WITH POLYMER CEMENT COVERS SHALL BE HEAVY DUTY RATED COVER AS APPROVED BY UTILITY.

5. ALL SERVICE LINES, VALVES, AND FITTINGS SHALL COMPLY WITH AWWA C800.

6. FOR NON-RESIDENTIAL APPLICATIONS THAT REQUIRE AN ABOVE-GROUND BACKFLOW PREVENTER, AN APPROVED METER SETTER

WITHOUT THE DUAL CHECK ASSEMBLY MAY BE USED.

7. METERS SHALL BE COMPATIBLE WITH THE UMCS DATABASE.

CODE SUMMARY:

DESIGN CRITERIA AND REFERENCES

- UNIFIED FACILITIES CRITERIA (UFC): 1-200-01 DOD BUILDING CODE (GENERAL BUILDING

REQUIREMENTS), 08 OCTOBER 2019, CHANGE 1 (01 OCTOBER 2020)

- UNIFIED FACILITIES CRITERIA (UFC): 3-600-01, DESIGN: FIRE PROTECTION ENGINEERING FOR

FACILITIES, 8 AUGUST 2016, CHANGE 6 (06 MAY 2021)

- UNIFIED FACILITIES CRITERIA (UFC): 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS

FOR BUILDINGS, 12 DECEMBER, 2018, CHANGE 1 (19 AUGUST 2020)

- UNIFIED FACILITIES CRITERIA (UFC): 4-021-01, DESIGN AND O&M: MASS NOTIFICATION

SYSTEMS, 9 APRIL 2008, CHANGE 1 (JANUARY 2010)

- INTERNATIONAL BUILDING CODE® (IBC) 2018 FOR CONSTRUCTION TYPE AND FIRE

RESISTANCE RATING, OCCUPANCY SEPARATION, ALLOWABLE FLOOR AREA, BUILDING

HEIGHT LIMITATIONS AND BUILDING SEPARATION DISTANCE REQUIREMENTS, EXCEPT AS

MODIFIED BY UFC 3-600-01

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 10, STANDARD FOR PORTABLE FIRE

EXTINGUISHERS, 2018

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, STANDARD FOR THE INSTALLATION

OF SPRINKLER SYSTEMS, 2019

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 24, STANDARD FOR THE INSTALLATION OF

PRIVATE SERVICE MAINS AND THEIR APPURTENANCES, 2019

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE®, 2020

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, NATIONAL FIRE ALARM AND

SIGNALING CODE®, 2019

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 90A, STANDARD FOR THE INSTALLATION

OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2021

- NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE®, 2021, FOR

SEPARATION FROM HAZARDS, BUILDING EGRESS AND LIFE SAFETY AND APPLICABLE

CRITERIA IN UFC 3-600-01

- ADA AND ABA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (FEDERAL

DISABILITIES ACT (ADA) AND ARCHITECTURAL BARRIERS ACT (ABA)]

OCCUPANCY CLASSIFICATION (IBC SECTIONS 304 AND NFPA 101, CHAPTER 38):

BUSINESS, GROUP B

BUSINESS

CONSTRUCTION TYPE (IBC TABLE 601):

TYPE IIB

ALLOWABLE HEIGHT (IBC TABLES 504.3 AND 504.4, SPRINKLERED PER NFPA 13):

BASE ALLOWABLE HEIGHT: 75 FEET (4 STORIES)

PROVIDED: 30 FEET (1 STORY)

ALLOWABLE FLOOR AREA (IBC TABLE 506.2, SPRINKLERED PER NFPA 13):

BASE ALLOWABLE AREA: 92,000 SF

PROVIDED (EXISTING AND ADDITION): 10,100 SF

OCCUPANCY SEPARATION (IBC TABLE 508.4)

NO OCCUPANCY SEPARATIONS REQUIRED

SEPARATION FROM HAZARDS (NFPA 101, SECTION 38.3.2)

MECHANICAL ROOMS:

REQUIRED: 1-HOUR FIRE RESISTANCE RATING

PROVIDED: 1-HOUR FIRE RESISTANCE RATING

STORAGE ROOMS:

REQUIRED: 1-HOUR FIRE RESISTANCE RATING

PROVIDED: 1-HOUR FIRE RESISTANCE RATING

FIRE RESISTANCE REQUIREMENTS (IBC TABLE 601)

EXTERIOR BEARING WALLS:

REQUIRED: NONE (> 30 FT. SEPARATION)

PROVIDED: NONE

INTERIOR BEARING WALLS:

REQUIRED: NONE

PROVIDED: NONE

STRUCTURAL FRAME:

REQUIRED: NONE

PROVIDED: NONE

FLOORS AND FLOOR/CEILINGS:

REQUIRED: NONE

PROVIDED: NONE

ROOF AND ROOF/CEILING:

REQUIRED: NONE

PROVIDED: NONE

SHAFTS:

REQUIRED: NO SHAFTS PROVIDED

FIRE AND/OR SMOKE DAMPERS (NFPA 101, SECTION 9.2 AND NFPA 90A, SECTION 5.3):

FIRE DAMPERS: 1-HOUR FIRE RESISTANCE RATING (REQUIRED ONLY IN

1-HOUR FIRE RESISTANCE RATED BARRIERS)

SMOKE DAMPERS: 1-HOUR FIRE RESISTANCE RATING (REQUIRED ONLY IN

AIR-TRANSFER OPENINGS IN SMOKE PARTITIONS)

MEANS OF EGRESS:

MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH NFPA 101 PER UFC 3-600-01. THE ROOF AND TOWER ARE TYPICALLY UNOCCUPIED AREAS ACCESSED SOLELY FOR MAINTENANCE OF THE ANTENNA ARRAY THEREFORE ONLY

OSHA REQUIREMENTS APPLY TO THIS AREA.

SEPARATION OF MEANS OF EGRESS (NFPA 101, SECTIONS 7.3.1.2):

CORRIDORS:

WALLS: NOT REQUIRED (AUTOMATIC SPRINKLER PROTECTION PROVIDED)

DOORS: NOT REQUIRED (AUTOMATIC SPRINKLER PROTECTION PROVIDED)

OCCUPANT LOAD (NFPA 101, TABLE 7.3.1.2)

BUSINESS: 1 PERSON PER 150 GROSS SF

LAB: 1 PERSON PER 50 NET SF

STORAGE: 1 PERSON PER 500 GROSS SF

MECHANICAL/ELECTRICAL: MAXIMUM ANTICIPATED

TOTAL OCCUPANT LOAD PER BUILDING 161 PERSONS

NUMBER OF EXITS (NFPA 101, SECTION 38.2.4 AND 7.4.1.1)

BUSINESS:

REQUIRED: 2

PROVIDED: 5

EGRESS CAPACITY (NFPA 101, SECTIONS 38.2.3 AND 7.3)

MINIMUM CORRIDOR WIDTH: 44 INCHES

DOORS: 0.2 INCHES/PERSON

STAIRS: 0.3 INCHES/PERSON

COMMON PATH OF TRAVEL (NFPA 101, SECTION 38.2.5.3.1)

BUSINESS:

MAXIMUM PERMITTED: 100 FEET

MAXIMUM PROVIDED: 52 FEET

DEAD END CORRIDORS (NFPA 101, SECTION 38.2.5.2.1)

BUSINESS:

MAXIMUM PERMITTED: 50 FEET

MAXIMUM PROVIDED: 0 FEET

TRAVEL DISTANCE (NFPA 101, SECTION 38.2.6.3)

BUSINESS:

MAXIMUM PERMITTED: 300 FEET

MAXIMUM PROVIDED: 166.5 FEET

DISCHARGE FROM EXITS (NFPA 101, SECTIONS 38.2.7 AND 7.7)

ALL EXITS WILL CONNECT TO AN EXIT DISCHARGE PATH THAT WILL TERMINATE AT A PUBLIC

WAY.

INTERIOR FINISHES (NFPA 101, SECTION 38.3.3 and 10.2)

SPECIFIC WALL AND FLOOR FINISHES WILL BE SHOWN ON THE INTERIOR FINISH SCHEDULE.

EXIT ENCLOSURES: CLASS A OR B

EXIT ACCESS CORRIDORS: CLASS A OR B

ROOMS AND ENCLOSED SPACES: CLASS A, B OR C

FLOOR FINISH: CLASS I OR II

EMERGENCY LIGHTING

ALL MEANS OF EGRESS, INCLUDING EXIT ACCESS CORRIDORS AND EXIT DISCHARGE, WILL BE PROVIDED WITH EMERGENCY LIGHTING VIA BATTERY BACKUP. EMERGENCY LIGHTING WILL ALSO BE PROVIDED IN THE MECHANICAL ROOMS VIA BATTERY BACKUP. EMERGENCY LIGHTING WILL BE PROVIDED FOR A MINIMUM OF 1½ HOURS IN THE EVENT OF INTERNAL POWER FAILURE. EMERGENCY LIGHTING WILL BE IN ACCORDANCE WITH NFPA 101.

MARKING OF MEANS OF EGRESS

EXIT SIGNS SHALL BE LED TYPE WITH BATTERY BACKUP AND SHALL BE PROVIDED AT ALL NEW EXITS. EXIT SIGNS SHALL ALSO BE PROVIDED WHEREVER THE LOCATION OF THE EXIT IS NOT READILY APPARENT. EXIT SIGN ILLUMINATION WILL BE PROVIDED FOR A MINIMUM OF 1½ HOURS IN THE EVENT OF INTERNAL POWER FAILURE. ALL MARKING OF EXITS WILL BE IN ACCORDANCE WITH NFPA 101. EXIT SIGNS WILL BE PROVIDED WITH RED LETTERING.

WATER SUPPLY

A FIRE HYDRANT FLOW TEST PERFORMED ALONG THE FLIGHT LINE BEHIND THE EXISTING BUILDING ON FEBRUARY 11, 2021, INDICATED A STATIC PRESSURE OF 43 POUNDS PER SQUARE INCH, REDUCED TO 40.5 POUNDS PER SQUARE

INCH WHILE FLOWING 1,000 GALLONS PER MINUTE.

ANY NEW FIRE HYDRANTS WILL BE SPACED IN ACCORDANCE WITH UFC 3-600-01. THE FIRE DEPARTMENT CONNECTION WILL BE PROVIDED WITHIN 150 FEET OF A FIRE HYDRANT. AN EXTERIOR PIV WILL BE PROVIDED ON THE FIRE MAIN LEAD-IN PIPING, LOCATED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 24. A NEW DOUBLE- CHECK BACKFLOW PREVENTION DEVICE WILL BE PROVIDED EXTERIOR TO THE ADDITION AT THE NEW FIRE SERVICE

LEAD-IN.

STANDPIPE

NEW STANDPIPE SYSTEMS ARE NOT REQUIRED FOR THE NEW ADDITION PER UFC 3-600-01.

AUTOMATIC SPRINKLER PROTECTION

THE ENTIRE ADDITION WILL BE PROVIDED WITH AN AUTOMATIC WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 13. LABS, MECHANICAL ROOMS, AND STORAGE ROOMS WILL BE CLASSIFIED AS ORDINARY HAZARD IN ACCORDANCE WITH UFC 3-600-01. THE REMAINDER OF THE ADDITION WILL BE CLASSIFIED AS LIGHT HAZARD IN ACCORDANCE WITH UFC 3-600-01. A NEW FIRE SPRINKLER RISER WILL BE INSTALLED IN THE NEW FIRE RISER ROOM. THE NEW RISER ASSEMBLY WILL CONSIST OF A NEW SUPERVISED OS&Y CONTROL VALVE, NEW ALARM CHECK VALVE WITH A NEW WATER MOTOR GONG ASSEMBLY AND A NEW VANE-TYPE WATERFLOW SWITCH. ALL DRAIN ASSEMBLIES ASSOCIATED WITH THE NEW RISER WILL DISCHARGE TO THE

EXTERIOR OF THE ADDITION.

IN AREAS CLASSIFIED AS ORDINARY HAZARD, THE OVERHEAD SPRINKLER SYSTEM WILL BE HYDRAULICALLY DESIGNED TO PROVIDE A DISCHARGE DENSITY OF 0.20 GALLONS PER MINUTE OVER THE HYDRAULICALLY MOST REMOTE 2,500 SQUARE FEET OF FLOOR AREA. SPRINKLERS IN THESE AREAS WILL BE ORDINARY TEMPERATURE (UNLESS AMBIENT CONDITIONS REQUIRE HIGHER TEMPERATURE RATED SPRINKLERS), QUICK-RESPONSE TYPE. IN AREAS WITH CEILINGS 30 FEET OR LESS, PENDENT, CHROME FINISH, RECESSED, K-8 SPRINKLERS WILL BE PROVIDED IN AREAS WITH FINISHED CEILINGS AND UPRIGHT, ROUGH BRASS, K-8 SPRINKLERS WILL BE PROVIDED IN AREAS WITHOUT FINISHED CEILINGS. SPRINKLERS THAT ARE SUBJECT MECHANICAL DAMAGE WILL BE PROVIDED WITH PROTECTIVE CAGES. THE MAXIMUM PROTECTION AREA PER SPRINKLER WILL BE 130 SQUARE FEET, WITH A MAXIMUM SPACING OF 15 FEET. AN OUTSIDE HOSE STREAM ALLOWANCE OF 250 GALLONS PER MINUTE, TAKEN AT

THE FIRE HYDRANT CLOSEST TO THE ADDITION, WILL BE INCLUDED IN THE SYSTEM DESIGN.

IN AREAS CLASSIFIED AS LIGHT HAZARD THE OVERHEAD SPRINKLER SYSTEM WILL BE HYDRAULICALLY DESIGNED TO PROVIDE A DISCHARGE DENSITY OF 0.10 GALLONS PER MINUTE OVER THE HYDRAULICALLY MOST REMOTE 1,500 SQUARE FEET OF FLOOR AREA. SPRINKLERS IN THESE AREAS WILL BE ORDINARY TEMPERATURE (UNLESS AMBIENT CONDITIONS REQUIRE HIGHER TEMPERATURE RATED SPRINKLERS), QUICK-RESPONSE TYPE. PENDENT, CHROME FINISH, RECESSED, K-5.6 SPRINKLERS WILL BE PROVIDED IN AREAS WITH FINISHED CEILINGS; AND UPRIGHT, ROUGH BRASS, K-5.6 SPRINKLERS WILL BE PROVIDED IN AREAS WITHOUT FINISHED CEILINGS. SPRINKLERS THAT ARE SUBJECT MECHANICAL DAMAGE WILL BE PROVIDED WITH PROTECTIVE CAGES. THE MAXIMUM PROTECTION AREA PER SPRINKLER WILL BE 225 SQUARE FEET WITH A MAXIMUM SPACING OF 15 FEET. AN OUTSIDE HOSE STREAM ALLOWANCE OF 250 GALLONS PER MINUTE, TAKEN AT THE FIRE HYDRANT CLOSEST TO THE ADDITION, WILL BE

INCLUDED IN THE SYSTEM DESIGN.

ALL NEW FIRE SPRINKLER SYSTEMS WILL BE PROVIDED WITH SEISMIC BRACING/PROTECTION DESIGNED IN ACCORDANCE WITH NFPA 13. ALL SPRINKLER SYSTEM CONTROL VALVES WILL BE PROVIDED WITH SIGNAGE INDICATING THEIR FUNCTION AND WHAT IT CONTROLS IN ACCORDANCE WITH NFPA 13. THE USE OF CPVC AND SCHEDULE 10 PIPING IS NOT PERMITTED; ALL SPRINKLER SYSTEM PIPE WILL BE SCHEDULE 40. PER EGLIN FIRE

DEPARTMENT, THE USE OF BUTTERFLY VALVES IS NOT PERMITTED.

ALL METALLIC SPRINKLER PIPE PENETRATIONS THROUGH SECURITY WALL ASSEMBLIES WILL BE PROPERLY

GROUNDED.

PORTABLE FIRE EXTINGUISHERS

GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS WILL BE SIZED AND SPACED IN ACCORDANCE WITH UFC 3-600-01 AND NFPA 10. AT LEAST ONE CLASS 4A:80B:C RATED DRY CHEMICAL PORTABLE FIRE EXTINGUISHER WILL BE PROVIDED FOR EVERY 11,250 SQUARE FEET OF FLOOR AREA AND LOCATED SUCH THAT AN OCCUPANT TRAVELS NO MORE THAN 75 FEET BEFORE REACHING A PORTABLE FIRE EXTINGUISHER IN ALL AREAS OF THE ADDITION EXCEPT IN THE ELECTRICAL EQUIPMENT ROOMS. ONE CLASS 4A:80B:C RATED PORTABLE FIRE EXTINGUISHER WILL BE LOCATED WITHIN 30 FEET OF THE APPROPRIATE HAZARD, SUCH AS THE MAIN ELECTRICAL PANEL.

FIRE ALARM AND MASS NOTIFICATION SYSTEM

THE FIRE ALARM AND MASS NOTIFICATION SYSTEM PROVIDED FOR THE NEW ADDITION WILL BE AN EXTENSION OF THE EXISTING NOTIFIER NFS-3030 COMBINATION FIRE ALARM AND MASS NOTIFICATION SYSTEM INSTALLED AT THE MAIN ENTRANCE TO THE EXISTING BUILDING. NEW INITIATING DEVICES WILL CONSIST OF SPOT-TYPE SMOKE DETECTION (ABOVE ANY NEW FIRE ALARM CONTROL UNITS), MANUAL PULL STATIONS AT THE EXITS AND SPRINKLER WATERFLOW SWITCHES. PHOTOELECTRIC DUCT DETECTORS WILL BE PROVIDED IN NEW AIR HANDLING UNITS GREATER THAN 2,000 CFM. ALL NEW SPRINKLER SYSTEM TAMPER SWITCHES WILL BE MONITORED AS SUPERVISORY CONDITIONS BY THE FIRE ALARM SYSTEM. ALL NEW SLC, IDC AND NAC WIRING WILL MATCH THE EXISTING CIRCUITRY IN THE BUILDING AND WILL BE INSTALLED IN RED CONDUIT. ALARM, TROUBLE AND SUPERVISORY SIGNALS WILL BE TRANSMITTED TO THE BASE FIRE DEPARTMENT VIA THE EXISTING MONACO BT-XM RADIO TRANSCEIVER. TRANSIENT VOLTAGE SURGE SUPPRESSION WILL BE PROVIDED FOR EACH NEW CONTROL UNIT AND

AUXILIARY PANEL.

COMBINATION SPEAKER/STROBES, SPEAKERS AND STROBES WILL BE PROVIDED IN ACCORDANCE WITH NFPA 72.

ALL SPEAKER DEVICES LOCATED IN SECURE AREAS WILL BE OF THE SELF-AMPLIFYING TYPE. THE FIRE ALARM AND MASS NOTIFICATION SYSTEM WILL UTILIZE THE SAME CLEAR-LENS STROBES, LABELED “ALERT”, FOR OCCUPANT NOTIFICATION AND FIXED LETTER LED SIGNS WILL BE PROVIDED ABOVE EACH EXIT FROM THE ADDITION. THE EXISTING AMBER STROBES IN THE EXISTING BUILDING WILL BE REMOVED AND NEW FIXED LETTER LED SIGNS WILL BE PROVIDED AT THE EXISTING EXITS FROM EXISTING BUILDING AS PART OF THE PROJECT. THE SYSTEM WILL BE DESIGNED IN ACCORDANCE WITH UFC 04-021-01, INCLUDING LIVE VOICE MESSAGING AND PLAYBACK OF PRERECORDED MESSAGES. WEATHERPROOF EXTERIOR SPEAKERS WILL BE PROVIDED AT EXTERIOR GATHERING LOCATIONS AND ENTRANCES/EXITS TO THE BUILDING. LOCAL OPERATOR CONSOLES (LOC) WILL BE LOCATED THROUGHOUT THE BUILDING ADDITION SUCH THAT AN OCCUPANT DOES NOT HAVE TO TRAVEL MORE THAN 200 FEET TO GET TO A LOC. A GLOBAL EMERGENCY HVAC SHUTDOWN BUTTON WILL BE PROVIDED INSIDE OF, OR ADJACENT TO, EACH LOC AND INTERFACED WITH THE EXISTING SYSTEM. AN INTERFACE WITH THE FIRE ALARM SYSTEM WILL BE PROVIDED TO SILENCE THE FIRE ALARM VOICE MESSAGES DURING BROADCAST OF MASS NOTIFICATION MESSAGES. THE MASS NOTIFICATION SYSTEM WILL UTILIZE THE EXISTING MONACO BT-XM RADIO TRANSCEIVER FOR

CONNECTION TO THE BASE-WIDE MASS NOTIFICATION SYSTEM.

ALL METALLIC CONDUIT PENETRATIONS THROUGH SECURITY WALL ASSEMBLIES WILL BE PROVIDED WITH DIELECTRIC UNIONS ON THE SECURED SIDE OF THE WALL. ALL SYSTEM COMPONENTS INSTALLED ON SECURE AREA

WALLS WILL BE SURFACE-MOUNTED.

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

U .S

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FL001FTFA20DR04

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LOC

L O

LAB 6

LAB 9

LAB 8

LAB 7

LAB 5

MECH

E109

STAIRS

LIFT

TLT

ADMIN. SECURITY

E102

CORR.

LAB 10

MANTRAP

FOYER

MANTRAP

E101

COMM.

E104

CORR.

E103

CONF.

E105

LAB 3

E106

LAB 4

E107

TLT

E108

LAB 2

E110

LAB 1

E111

A B C.6 F

1.6

E E

EEE

LAB PROVIDED WITH ULTRA-SENSITIVE

SMOKE DETECTION (EXISTING TO REMAIN)

LAB PROVIDED WITH ULTRA-SENSITIVE

SMOKE DETECTION (EXISTING TO REMAIN)

P P

T E

X T

T E

X T

T E

X T

30 30

SPRINKLER WATERFLOW

AND TAMPER SWITCH

BACKFLOW PREVENTER

TEST HEADER

CONTROL VALVE (NORMALLY

CLOSED) TAMPER SWITCH

PROVIDE A PLUG-TYPE TAMPER SWITCH

MATERIAL LIFT PIT

SPRINKLER TAMPER SWITCH

B A

F G

B A

F G

RISER

126 WP

3.6

3.4

2.8

2.4

1.4

C.2 F.4B.2 B.8 C D E E.2 G

AHU-1 SUPPLY

AHU-1 SHUTDOWN

SHUTDOWN CRAC UNIT

FIRE ALARM NOTES

1. SEE SHEET FA501 FOR FIRE ALARM AND MASS NOTIFICATION

SYSTEM NOTES AND DETAILS.

2. ALL SPEAKERS LOCATED INSIDE SECURED AREAS MUST BE

SELF-AMPLIFYING TYPE.

3. REFER TO THE ARCHITECTURAL DRAWINGS FOR SECURE

BOUNDARIES LOCATIONS AND ADDITIONAL NOTES.

4. ALL CONDUIT PENETRATIONS THROUGH SECURITY WALLS

MUST BE SEALED TO MAINTAIN STC RATING AND FIRE RATING

AS APPLICABLE.

5. ALL METALLIC CONDUIT PENETRATIONS THROUGH SECURE

AREA PERIMETER WALLS MUST BE PROVIDED WITH

DIELECTRIC UNIONS ON THE SECURE SIDE OF THE WALLS.

SEE DETAIL 3/FA501.

6. CONDUIT MUST BE INSTALLED IN LOCATIONS SO AS TO

PROVIDE SUFFICIENT CLEARANCE FOR SECURITY PERSONEL

TO ACCESS DUCTWORK INSPECTION PORTS.

7. CONDUIT MUST NOT BE INSTALLED WITHIN DESIGNATED

SECURITY WALL ASSEMBLIES AND MUST BE INSTALLED

BELOW THE SECURITY STC CEILING/ROOF ASSEMBLIES.

8. ALL SYSTEM COMPONENTS INSTALLED ON SECURED AREA

WALLS MUST BE SURFACE MOUNTED.

9. REFER TO SPECIFICATION SECTION 01 14 00, WORK

RESTRICTIONS, FOR ADDITIONAL REQUIREMENTS.

MANUAL PULL STATION

FIRE ALARM AND MASS NOTIFICATION

STROBE WITH CLEAR LENS

FIRE ALARM AND MASS NOTIFICATION

CONTROL PANEL

MONITOR MODULE

PHOTOELECTRIC SMOKE DETECTOR

INDICATES WEATHERPROOFWP

DUCT SMOKE DETECTOR

LOCAL OPERATOR CONSOLE (SURFACE-

MOUNTED) W/REMOTE MICROPHONE AND

HVAC SHUTDOWN SWITCH

TAMPER SWITCH

WATERFLOW SWITCH

RELAY MODULE

LOC

FMCU

FIRE ALARM LEGEND

FIRE ALARM AND MASS NOTIFICATION

SPEAKER / STROBE WITH CLEAR LENS

FIRE ALARM AND MASS NOTIFICATION

SPEAKER / STROBE WITH CLEAR LENS

(CEILING-MOUNTED)

FIRE ALARM AND MASS NOTIFICATION

STROBE WITH CLEAR LENS

(CEILING-MOUNTED)

FIRE ALARM AND MASS NOTIFICATION

SPEAKER

(WALL-MOUNTED)

XMIT MONACO TRANSCEIVER

UNDERFLOOR PHOTOELECTRIC SMOKE DETECTOR

CANDELA RATINGXX

INDICATES EXISTING DEVICE TO REMAINE

FIXED LETTER LED TEXT SIGNTEXT

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

U .S

R M

Y C

O R

P S

O F

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E E

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D E

N E

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B U

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A F

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2 3 4 5

D R

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A L

C K

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P L

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D A

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D A

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FA101FTFA20DR04

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1/8" = 1'-0"FA101

1 FLOOR PLAN - FIRE ALARM

PLAN

NORTH

TRUE

NORTH

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

0 4' 8' 16'

M E

L O

MEZZANINE

TOWER

EQUIPMENT

LIFT

LAB BELOW MECH. BELOW

LAB BELOW

OPEN TO LAB 6 BELOW

A B C.6 F

1.6

TEXT

3.6

3.4

2.8

2.4

1.4

C.2 F.4B.2 B.8 C D E E.2

FIRE ALARM NOTES

1. SEE SHEET FA501 FOR FIRE ALARM AND MASS NOTIFICATION

SYSTEM NOTES AND DETAILS.

2. ALL SPEAKERS LOCATED INSIDE SECURED AREAS MUST BE

SELF-AMPLIFYING TYPE.

3. REFER TO THE ARCHITECTURAL DRAWINGS FOR SECURE

BOUNDARIES LOCATIONS AND ADDITIONAL NOTES.

4. ALL CONDUIT PENETRATIONS THROUGH SECURITY WALLS

MUST BE SEALED TO MAINTAIN STC RATING AND FIRE RATING

AS APPLICABLE.

5. ALL METALLIC CONDUIT PENETRATIONS THROUGH SECURE

AREA PERIMETER WALLS MUST BE PROVIDED WITH

DIELECTRIC UNIONS ON THE SECURE SIDE OF THE WALLS.

SEE DETAIL 3/FA501.

6. CONDUIT MUST BE INSTALLED IN LOCATIONS SO AS TO

PROVIDE SUFFICIENT CLEARANCE FOR SECURITY PERSONEL

TO ACCESS DUCTWORK INSPECTION PORTS.

7. CONDUIT MUST NOT BE INSTALLED WITHIN DESIGNATED

SECURITY WALL ASSEMBLIES AND MUST BE INSTALLED

BELOW THE SECURITY STC CEILING/ROOF ASSEMBLIES.

8. ALL SYSTEM COMPONENTS INSTALLED ON SECURED AREA

WALLS MUST BE SURFACE MOUNTED.

9. REFER TO SPECIFICATION SECTION 01 14 00, WORK

RESTRICTIONS, FOR ADDITIONAL REQUIREMENTS.

MANUAL PULL STATION

FIRE ALARM AND MASS NOTIFICATION

STROBE WITH CLEAR LENS

FIRE ALARM AND MASS NOTIFICATION

CONTROL PANEL

MONITOR MODULE

PHOTOELECTRIC SMOKE DETECTOR

INDICATES WEATHERPROOFWP

DUCT SMOKE DETECTOR

LOCAL OPERATOR CONSOLE (SURFACE-

MOUNTED) W/REMOTE MICROPHONE AND

HVAC SHUTDOWN SWITCH

TAMPER SWITCH

WATERFLOW SWITCH

RELAY MODULE

LOC

FMCU

FIRE ALARM LEGEND

FIRE ALARM AND MASS NOTIFICATION

SPEAKER / STROBE WITH CLEAR LENS

FIRE ALARM AND MASS NOTIFICATION

SPEAKER / STROBE WITH CLEAR LENS

(CEILING-MOUNTED)

FIRE ALARM AND MASS NOTIFICATION

STROBE WITH CLEAR LENS

(CEILING-MOUNTED)

FIRE ALARM AND MASS NOTIFICATION

SPEAKER

(WALL-MOUNTED)

XMIT MONACO TRANSCEIVER

UNDERFLOOR PHOTOELECTRIC SMOKE DETECTOR

CANDELA RATINGXX

INDICATES EXISTING DEVICE TO REMAINE

FIXED LETTER LED TEXT SIGNTEXT

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

D E

N E

D B

B U

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FA102FTFA20DR04

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1/8" = 1'-0"FA102

1 MEZZANINE - FIRE ALARM

PLAN

NORTH

TRUE

NORTH

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

0 4' 8' 16'

M E

FIRE ALARM SYSTEM SEQUENCE OF OPERATION MATRIX

MANUAL PULL STATION

ALARM AT

FMCU & FSA

SUPERVISORY

AT FMCU &

FSA

TROUBLE AT

FMCU & FSA

ALARM AT

RECEIVING

STATION

TROUBLE

RECEIVING

STATION

SUPERVISORY

AT RECEIVING

STATION

ACTIVATE

SPEAKERS

& STROBES

SILENCE

SPEAKERS

& STROBES

REMAIN

ACTIVE

SHUTDOWN

AHU / ERV

SMOKE DETECTOR

WATERFLOW SWITCH

INPUT RECEIVED FROM

MASS NOTIFICATION

SYSTEM (MNS)

TAMPER SWITCH

FIRE ALARM TROUBLE

CONDITION (OPENS,

SHORTS OR GROUNDS)

ALARM SILENCE AT

FMCU OR FSA

DUCT SMOKE DETECTOR

MNS PANEL TROUBLE

OVERRIDE FA

MESSAGE

OVERRIDE PA

SYSTEM

MNS SYSTEM

TROUBLE AT

RECEIVING

STATION

*FIRE ALARM AND MASS NOTIFICATION SYSTEM OPERATIONS AND PROGRAMMING ARE EXISTING TO REMAIN

SHUTDOWN

CRAC UNIT

LOW-TEMPERATURE

SENSOR

FIRE ALARM NOTES

1. THE FIRE ALARM AND MASS NOTIFICATION SYSTEMS PROVIDED FOR THE

MODIFIED/RENOVATED AREAS WILL BE EXTENSIONS OF THE EXISTING

NOTIFIER NFS-3030 FIRE ALARM SYSTEM AND MASS NOTIFICATION SYSTEM

INSTALLED AT THE MAIN ENTRANCE TO THE EXISTING BUILDING. THE

EXISTING FIRE ALARM AND MASS NOTIFICATION CONTROL UNIT IS LOCATED

IN MANTRAP E101. ALARM, TROUBLE AND SUPERVISORY SIGNALS WILL BE

TRANSMITTED TO THE BASE FIRE DEPARTMENT VIA THE EXISTING MONACO

BT-XM RADIO TRANSCEIVER.

2. THE EXISTING FIRE ALARM SYSTEM MUST MONITOR ALL NEW SPRINKLER

SYSTEM ALARM, SUPERVISORY AND TROUBLE CONDITIONS.

3. ANY NEW AIR HANDLING UNITS OVER 2000 CFM, MUST HAVE DUCT SMOKE

DETECTORS INSTALLED ON THE SUPPLY DUCTS.

4. ALL SOFTWARE, HARDWARE, PASSWORDS, ETC REQUIRED FOR THE

MAINTENANCE, TESTING, AND REPROGRAMMING OF THE FIRE ALARM SYSTEM

MUST BE UNCONDITIONALLY TURNED OVER TO THE GOVERNMENT, AND THE

ABOVE NOTED SOFTWARE, HARDWARE, PASSWORDS, ETC WILL BECOME THE

UNCONDITIONAL PROPERTY OF THE GOVERNMENT. SOFTWARE TURNED

OVER TO GOVERNMENT MUST BE ORIGINAL SOFTWARE ON COMPACT DISK

(CD) WITH JEWELED CASE. COPIES OF SOFTWARE MUST NOT BE

ACCEPTABLE. SOFTWARE AND CD MUST BE BRAND NEW AND UNUSED.

PROVIDE AN 8-HOUR BLOCK OF TRAINING ON SOFTWARE, REGARDING

MAINTENANCE, TESTING, AND REPROGRAMMING OF THE FIRE ALARM SYSTEM

FOR 6 PERSONNEL. TRAINING MUST BE PROVIDED ON SITE.

5. THE FIRE ALARM/MNS LAYOUT IS DIAGRAMMATICAL ONLY. THE ACTUAL

BUILDING LAYOUT MAY VARY FROM THE DRAWINGS. THE CONTRACTOR MUST

VERIFY CEILING HEIGHTS, WALL AND PARTITION LOCATIONS AND DOOR

LOCATIONS PRIOR TO INSTALLATION.

6. ALL FIRE ALARM AND MNS CONDUCTORS MUST BE SOLID COPPER AND MUST

BE INSTALLED IN CONDUIT. ALL CONDUIT MUST BE FACTORY PAINTED RED.

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

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

8. ALL SPEAKERS LOCATED INSIDE SECURED AREAS MUST BE SELF- AMPLIFYING

TYPE.

9. ALL CONDUIT PENETRATIONS THROUGH SECURITY WALLS MUST BE SEALED

TO MAINTAIN STC RATING AND FIRE RATING AS APPLICABLE.

10. ALL METALLIC CONDUIT PENETRATIONS THROUGH SECURE AREA PERIMETER

WALLS MUST BE PROVIDED WITH DIELECTRIC UNIONS ON THE SECURE SIDE

OF THE WALLS. SEE DETAIL 3/FA501.

11. ALL SYSTEM COMPONENTS INSTALLED ON SECURED AREA WALLS MUST BE

SURFACE MOUNTED.

12. PROVIDE A LOW-TEMPERATURE SENSOR IN THE BACKFLOW PREVENTER

ENCLOSURE. LOW-TEMPERATURE SENSOR TO BE MONITORED BY BUILDING

FIRE ALARM AND MASS NOTIFICATION SYSTEM FOR SUPERVISORY

CONDITION.

EXISTING

FMCU SPEAKER/

STROBES

SPEAKER/

STROBES

MANUAL PULL

STATIONS

15 30 30

CONTROL

VALVE

SPRINKLER

WATERFLOW

VAC

SMOKE

DETECTORS

TO 120 VAC

PANEL / CIRCUIT

(EXISTING)

P P

XMIT

SPEAKER/

STROBE

SPEAKER/

STROBE

SPD

EXTERIOR

SPEAKERS

WP WP

EXISTING

LOCLOC

SPEAKER/

STROBE

NOTE: EXISTING INNITIATING DEVICES AND NOTIFICATION DEVICES ARE NOT SHOWN

DUCT SMOKE

DETECTORS

AHU

SHUTDOWN

30 30 15 3030

" 5

MANUAL PULL

STATION

FMCU

SPEAKER/STROBE

WALL-MOUNTED

SPEAKER

FSA

LOC

TEXT

FIXED LETTER

LED TEXT SIGN

CONDUIT

SECURITY WALL ASSEMBLY

DIELECTRIC UNION

CONDUIT

DIELECTRIC UNION

CONDUIT

NOTE: PENETRATIONS THROUGH

FIRE RATED SECURITY WALLS

SHALL BE PROVIDED WITH A

UL-CLASSIFIED THROUGH-

PENETRATION FIRESTOP ASSEMBLY

INSIDE

SECURE AREA

OUTSIDE

SECURE AREA

TWO LAYERS 5/8"

GYPSUM WALLBOARD

ON EACH SIDE OF WALL

3-5/8" METAL STUD WALL

SCALE: NONEFA501

1 SEQUENCE OF OPERATION MATRIX

SCALE: NONEFA501

4 RISER DIAGRAM

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

U .S

R M

Y C

O R

P S

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E E

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D E

N E

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B U

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A L

C K

D B

P L

O T

D A

T E

D A

T E

S O

N N

C O

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R A

C T

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M E

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FA501FTFA20DR04

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SCALE: NONEFA501

2 FIRE ALARM ELEVATION

SCALE: NONEFA501

3 SECURITY WALL PENETRATION DETAIL

M E

.D W

FIRE PROTECTION NOTES

1. THE CONTRACTOR MUST HYDRAULICALLY DESIGN AN AUTOMATIC WET

PIPE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13,

UFC 3-600-01, THE SPECIFICATION AND THE SCOPE OF WORK DOCUMENTS

FOR THE AREAS SHOWN ON THE DRAWINGS.

2. CONTRACTOR MUST PROVIDE ALL NECESSARY AUXILIARY DRAINS AND

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

TEST CONNECTIONS MUST BE LOCATED AT THE MOST REMOTE BRANCH

LINE. INSPECTORS' TEST CONNECTIONS DRAINS MUST DISCHARGE TO A

SAFE LOCATION OUTSIDE THE BUILDING.

3. CONTRACTOR MUST PROVIDE ALL NECESSARY PIPE HANGERS AND

SUPPORTS AS REQUIRED BY NFPA 13.

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

SYSTEM BY THE FIRE ALARM CONTRACTOR.

5. ALL VALVES CONTROLLING WATERFLOW TO THE SPRINKLER SYSTEM

MUST BE PROVIDED WITH TAMPER SWITCHES TO BE CONNECTED TO THE

FIRE ALARM SYSTEM BY THE FIRE ALARM CONTRACTOR.

6. ALL PENETRATIONS THROUGH FIRE-RESISTANT ASSEMBLIES MUST BE

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

ALL PENETRATIONS THROUGH SMOKE PARTITIONS MUST BE SEALED WITH

NON-COMBUSTIBLE MATERIAL.

7. CONTRACTOR MUST BE RESPONSIBLE FOR AVOIDING ALL CONFLICTS WITH

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

BUNDLES, CONDUIT, UTILITY PIPING AND ALL OTHER OBSTRUCTIONS

ENCOUNTERED.

8. CONTRACTOR MUST VERIFY ELEVATIONS AND LOCATIONS OF NEW

SPRINKLER PIPING AND EQUIPMENT PRIOR TO INSTALLATION.

9. CONTRACTOR MUST TAKE ALL NECESSARY MEASURES TO KEEP THE

PREMISES DRY AT ALL TIMES AND TO PREVENT WATER DAMAGE.

CONTRACTOR MUST REPAIR WATER DAMAGE RESULTING FROM THE

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

SATISFACTION OF THE OWNER.

10. NEITHER THE OWNER NOR THE ENGINEER MUST BE RESPONSIBLE FOR

PROVIDING A SAFE WORKING PLACE FOR THE CONTRACTOR,

SUBCONTRACTORS, OR THEIR EMPLOYEES, OR ANY OTHER INDIVIDUAL

RESPONSIBLE TO THEM FOR THE WORK. THIS RESPONSIBILITY RESTS

SOLELY ON THE CONTRACTOR'S PROJECT SUPERINTENDENT.

11. ALL PIPING IN AREAS WITH SUSPENDED LAY-IN CEILINGS MUST BE

CONCEALED ABOVE CEILINGS. ALL EXPOSED PIPE MUST BE PAINTED

AND/OR LABELED IN ACCORDANCE WITH THE SPECIFICATION.

12. PIPE AND SPRINKLER LAYOUT, SIZES AND ROUTING ARE DIAGRAMMATICAL

ONLY. THE CONTRACTOR MUST VERIFY PIPING AND SPRINKLER

LOCATIONS IN THE FIELD PRIOR TO INSTALLATION. THE CONTRACTOR

MUST SIZE ALL PIPING ACCORDING TO THE AVAILABLE WATER SUPPLY.

13. REFER TO THE ARCHITECTURAL DRAWINGS FOR SECURE BOUNDARIES

LOCATIONS AND ADDITIONAL NOTES.

14. ALL METALLIC PIPE PENETRATIONS THROUGH SECURE AREA PERIMETER

WALLS MUST BE PROPERLY GROUNDED. SEE DETAIL 2/FX501.

15. ALL BUILDING CONDUITS, PIPING, DUCTWORK, ETC. MUST BE INSTALLED

BELOW THE STC RATED CEILING ASSEMBLY, UNLESS NOTED OTHERWISE.

16. GYPSUM CEILING SUPPORT FRAMING MUST NOT BE USED TO SUPPORT

OTHER ITEMS (IE.: DUCTWORK, LIGHTS, PIPING, CONDUIT, ETC.). UNI-STRUT

SYSTEM MUST BE PROVIDED BY OTHER TRADES THAT IS TO BE

CONNECTED TO THE BUILDING STRUCTURAL ELEMENTS. CONTRACTOR TO

COORDINATE INSTALLATION SEQUENCE OF VARIOUS SYSTEMS WITH EACH

TRADE.

17. A FIRE HYDRANT FLOW TEST PERFORMED ALONG THE FLIGHT LINE BEHIND

THE EXISTING BUILDING ON FEBRUARY 11, 2021, INDICATED A STATIC

PRESSURE OF 43 POUNDS PER SQUARE INCH, REDUCED TO 40.5 POUNDS

PER SQUARE INCH WHILE FLOWING 1,000 GALLONS PER MINUTE.

INCOMING WATER SUPPLY

SPRINKLER RISER CONTROL VALVE

ALARM CHECK VALVE

(BOTTOM OF VALVE TO BE

INSTALLED BETWEEN

48" AND 60" AFFF)

WATERFLOW SWITCH

TO SPRINKLER SYSTEM

TO BACKFLOW

PREVENTER TEST HEADER

BACKFLOW PREVENTER

CONTROL VALVE (NORMALLY CLOSED)

DIAMETER FLOOR

OPENING SHALL BE 4" LARGER THAN

PIPE DIAMETER

SLAB ON GRADE

FLANGED SPIGOT PIECE

TERMINATE 1'-0" A.F.F., DRILLED

TO ANSI B16-CLASS 125

SEAL SPACE BETWEEN PIPE

AND FLOOR WITH FLEXIBLE

WATERPROOF MATERIAL

CONCRETE

THRUST BLOCK

6" DUCTILE IRON

COMPACTED BACKFILL

6" DUCTILE IRON

NOTE: THE USE OF A ONE-PIECE

STAINLESS STEEL LEAD-IN IS

PERMITTED.

GROUND WIRE TO GROUNDED

BUILDING STRUCTURAL STEEL

WITH CLAMP OR EXOTHERMIC

WELD. ROUTE WIRE TO NEAREST

GROUNDING BUS BAR TO GROUND.

#4 GROUND WIRE

METALLIC PIPE

NOTE: WHEN A PIPE

PENETRATES AN INTERIOR

WALL OF SECURE AREA B,

BOTH SIDES WILL BE WITHIN A

SECURE AREA

INSIDE

SECURE AREA

OUTSIDE

SECURE AREA

TWO LAYERS 5/8"

GYPSUM WALLBOARD

ON EACH SIDE OF WALL

3-5/8" METAL STUD WALL

SCALE: 3/4" = 1'-0"

0 8" 1'-4" 2'-8"

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

D E

N E

D B

B U

L L

O C

K T

A S

S O

T E

S E

E R

V A

N T

E S

S T

R E

E T

P E

N S

A C

O L

A F

L O

2 3 4 5

D R

A W

N B

S B

M T

B Y

P L

O T

S C

A L

C K

D B

P L

O T

D A

T E

D A

T E

S O

N N

C O

N T

R A

C T

N O

P R

O J

E C

T N

U M

B E

E N

A M

M A

R K

D E

S C

N D

A T

E A

P P

:1 x

M O

E D

T M

O B

L A

B A

M A

O C

E F

AMENDMENT 0006

M E

N D

M E

N T

E V

D N

O T

E S

E G

E N

D A

N D

D E

T A

M A

E G

F O

R C

E B

A S

E F

L O

A B

E X

P A

N S

FX501FTFA20DR04

D E

T A

P R

O T

E C

K E

L L

K E

L L

Y J

J O

H N

F E

O C

T O

B E

3/4" = 1'-0"FX501

1 FIRE SPRINKLER RISER

3/4" = 1'-0"FX501

3 LEAD-IN DETAIL

SCALE: NONEFX501

2 SECURITY WALL PENETRATION DETAIL

M E

1. RESPONSIBILITY OF BIDDERS: BEFORE SUBMITTING PROPOSALS, EACH BIDDER SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS ISSUED BY THE GOVERNMENT AND SHALL EXAMINE THE SITE OF WORK. HE SHALL BE FULLY INFORMED AS TO CHARACTER OF HIS WORK AND COORDINATION OF HIS WORK WITH THAT OF OTHER TRADES. NO CONSIDERATION WILL BE GIVEN AT A LATER DATE FOR ALLEGED MISUNDERSTANDINGS AS TO REQUIREMENTS OF WORK. MATERIALS TO BE FURNISHED OR CONDITIONS REQUIRED BY NATURE OF SITE. THE FAILURE OR OMISSION OF ANY BIDDER TO RECEIVE OR EXAMINE ANY FORM, INSTRUMENT, ADDENDUM OR OTHER DOCUMENT SHALL IN NO WAY RELIEVE ANY BIDDER FROM ANY OBLIGATION WITH RESPECT TO HIS BID OR THE CONTRACT. THE SUBMISSION OF A BID SHALL BE TAKEN PRIMA FACIE EVIDENCE OF COMPLIANCE WITH THIS PARAGRAPH AND THAT HE HAS INCLUDED IN HIS PROPOSAL EVERY ITEM OF COST NECESSARY FOR A COMPLETE INSTALLATION OF PLUMBING, INSULATION, MECHANICAL AND PLUMBING CONNECTIONS TO KITCHEN EQUIPMENT, AIR CONDITIONING, HEATING & VENTILATING AND FIRE PROTECTION SYSTEMS OPERATING STRICTLY AS PLANNED AND SPECIFIED.

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND THE FOLLOWING:

• THE INTERNATIONAL PLUMBING CODE, 2018.

• UFC 3-420-01 PLUMBING SYSTEMS, CHANGE 11, 01 NOVEMBER 2019.

• TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION FACILITIES

(VERSION 1.5.1) IC TECH SPEC-FOR ICD/ICS 705, DATED JULY 26, 2021

• ENGINEERING DESIGN MANUAL EGLIN AFB, FLORIDA, AMERICAN STATES UTILITY SERVICES, INC. (ASUS) STANDARD DETAILS

WATER AND SEWER

3. THE CONTRACTOR SHALL EXECUTE ALL WORK SO THAT IT PROCEEDS WITH A MINIMUM OF INTERFERENCE WITH OTHER TRADES.

4. THE CONTRACTOR SHALL VERIFY THE EXACT ROUGH DIMENSIONS IN THE FIELD.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTIONS TO ALL PLUMBING FIXTURES AS INDICATED ON THE PLUMBING AND ARCHITECTURAL DRAWINGS. WHERE THERE EXIST ANY DISCREPANCY IN THE DRAWINGS, THE SPECIFICATIONS OR DESIGN REQUIREMENTS, THE CONTRACTOR SHALL PROVIDE THE MORE STRINGENT REQUIREMENT AND THEN BRING THE DISCREPANCY TO

THE GOVERNMENT.

6. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND LOCATIONS OF WATER, WASTE AND VENT PIPING WITH OTHER TRADES AND COORDINATE ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL OPENINGS IN FOUNDATION WALLS, FLOORS AND ROOF SHALL BE DESIGNED INTO THE STRUCTURE INITIALLY BY THE USE OF SLEEVES AND ETC. CUTTING AND PATCHING SHALL BE HELD TO A

MINIMUM.

7. SANITARY VENT STACKS, THAT EXTEND THRU ROOF, SHALL BE FLASHED WATER TIGHT AND SHALL EXTEND A MINIMUM OF 12"

ABOVE ROOF AND SHALL BE COORDINATED WITH THE ROOFING CONTRACTOR.

8. ALL FLOOR DRAIN P-TRAPS SHALL HAVE TRAP SEAL PROTECTION. THE TYPE OF TRAP SEAL PROTECTION SHALL BE AS INDICATED

ON PLUMBING PLANS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.

9. PROVIDE ALL CONDENSATE DRAIN PIPING FROM AIR CONDITIONING EQUIPMENT P-TRAPS. PROPERLY SLOPE DRAIN LINE TO NEAREST APPROVED DRAIN FIXTURE. INSULATE THE HORIZONTAL PORTIONS OF THE CONDENSATE DRAIN LINE. INSULATE THE P- TRAP OF THE DRAINAGE FIXTURE THAT RECEIVES CONDENSATE DRAINAGE. PROVIDE A MINIMUM 6" AIR GAP BETWEEN DRAINAGE

FIXTURE OPENING AND END OF CONDENSATE DRAIN PIPING.

10. PROVIDE WATER HAMMER ARRESTORS ON THE HOT AND COLD WATER SUPPLY FOR ALL PLUMBING FIXTURES AND KITCHEN

EQUIPMENT AS REQUIRED BY PDI WH201.

11. PROVIDE ANTI-SIPHON DEVICE ON ALL HOSE END CONNECTION FAUCETS AND HOSE BIBBS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSULATING ALL ABOVE GROUND WATER PIPING IN EXTERIOR WALLS WITH 1" THICK MINERAL FIBER PIPE INSULATION, EXTERIOR EXPOSED WATER PIPING INSULATE WITH 1" THICK ARMAFLEX INSULATION.

13. PROVIDE FIRE STOPPING FOR ALL PIPING PENETRATING RATED FLOORS, WALLS, PARTY WALLS AND CEILINGS. FIRE STOPPING METHODS SHALL BE AS INDICATED IN THE SPECIFICATIONS AND AS PER CODE REQUIREMENTS. PROVIDE FIRE STOPPING

MATERIALS AND METHODS IN SUBMITTALS WITH PLUMBING SUBMITTALS.

14. NO FITTINGS SHALL BE ALLOWED ON DOMESTIC WATER PIPING BELOW CONCRETE SLAB.

15. PROVIDE DI-ELECTRIC UNIONS AT ALL DISSIMILAR METAL PIPE CONNECTIONS.

16. PROVIDE "DEKTITE" SEALS AT ALL ROOF PENETRATIONS. PROVIDE U.L. APPROVED PENETRATIONS AT FIRE WALLS, FLOORS AND

ROOF ASSEMBLIES.

17. ALL SERVICE PIPING, THAT IS ACCESSIBLE AND EXPOSED FOR MAINTENANCE, SHALL BE IDENTIFIED WITH PIPE MARKERS THAT CONFORM TO CFR 29, CFR 1910.144, ANSI A13.1, AND ANSI Z53.1. SPACING OF IDENTIFICATION MARKS, ON RUNS, SHALL NOT EXCEED 25 FEET. PAINTING OF PIPING SYSTEMS SHALL CONFORM TO SPECIFICATION SECTION 09900, "PAINTING". COLORS SHALL CONFORM TO ANSI Z53.1 TAG ALL EQUIPMENT, GAGES, THERMOMETERS, VALVES, AND CONTROLLERS WITH TAGS OF BRASS OR AN APPROVED, N ON-FERROUS MATERIAL AND SECURELY MOUNT OR ATTACH. PROVIDE EQUIPMENT WITH TAGS, NUMBERED AND

STAMPED FOR THEIR USE.

18. DOMESTIC WATER METER PROVIDED BY CIVIL, REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. DOMESTIC WATER METER SHALL BE CONNECTED TO THE BASE WIDE ENERGY AND UTILITY MONITORING AND CONTROL SYSTEM USING THE EGLIN AFB

ADVANCED METERING PROTOCOLS.

AFF ABOVE FINISH FLOOR

ABA ARCHITECTURAL BARRIERS ACT

BFP BACK FLOW PREVENTER

BTU BRITISH THERMAL UNITS

CP CIRCULATOR PUMP

CONT. CONTINUATION

DFU DRAINAGE FIXTURE UNITS

DWGS DRAWINGS

ELEV. ELEVATION

ET EXPANSION TANK

EWH ELECTRIC WATER HEATER

EX EXISTING

°F DEGREE FAHRENHEIT

FD FLOOR DRAIN

GAL. GALLONS

GPM GALLONS PER MINUTE

GPF GALLONS PER HOUR

GWH GAS FIRED WATER HEATER

HB/VB HOSE BIBB (VACUUM BREAKER)

HP HORSE POWER

HR HOUR

IWH INSTANTANEOUS WATER HEATER

MAX. MAXIMUM

MBH THOUSAND BTU PER HOUR

MIN. MINIMUM

PDI PLUMBING DRAINAGE INSTITUTE

PDI-A PDI ARRESTOR SIZE

PSI POUNDS PER SQUARE INCH

SA "LTR" SHOCK ABSORBER "SIZE"

TMV THERMOSTATIC MIXING VALVE

VTR VENT THROUGH ROOF

WHA WATER HAMMER ARRESTOR

WH/VB WALL HYDRANT (VACUUM BREAKER)

WSFU WATER SUPPLY FIXTURE UNITS

W WATTS

V VOLT

Φ PHASE

SANITARY SEWER

VENT

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

EXISTING PIPE

DEMO PIPE

PIPE UP

PIPE DN

INDICATES SECTION

SHEET WHERE SECTION

IS REFERENCED

SHEET WHERE SECTION

IS DRAWN

INDICATES SECTION

SHEET WHERE SECTION

IS DRAWN

ANGLE STOP VALVE

PIPE TRANSITION

SECTION TAG

CALLOUT TAG

GATE VALVE (2"-12")

BALL VALVE (1/4"-48")

BUTTERFLY VALVE (2"-12")

CHECK VALVE (1-1/2"-12")

AUTOMATIC 2-WAY CONTROL VALVE (1/2"-12")

AUTOMATIC 3-WAY CONTROL VALVE (1/2"-16")

PRESSURE REGULATING VALVE

UNION

P-401

P-401 P-101

3"ø SS

3"ø V

1 1/4"ø DCW

1 1/4"ø DHW

1 1/4"ø DHWR

PLUMBING ABBREVIATIONS PLUMBING LEGEND PLUMBING GENERAL NOTES

PROVIDE DIELECTRIC COUPLING OR GROUNDING AT INSIDE PERIMETER OF SECURE AREA. ALL PRESSURE PIPING SHALL BE GROUNDED. REFER TO P-502 FOR SECURITY PENETRATION DETAILS. REFER TO ARCHITECTURAL

DRAWINGS FOR SECURITY BOUNDARY INFORMATION AND LOCATIONS.

TYPICAL SECURE AREA CONSTRUCTION NOTES

1. REFER TO ARCHITECTURAL DRAWINGS FOR SECURE AREA BOUNDARIES AND DRAWING G-003 FOR ADDITIONAL SECURE

AREA CONSTRUCTION NOTES.

2. ALL PENETRATIONS THROUGH SECURITY WALLS SHALL BE SEALED TO MAINTAIN STC RATING AND FIRE RATING AS

APPLICABLE.

3. METALLIC NON-PRESSURE PIPING AND CONDUITS PENETRATING SECURITY WALLS, FLOORS AND CEILINGS SHALL HAVE

NON-METALLIC SEPARATIONS.

4. PRESSURE PIPING PENETRATING SECURE AREA A&B PERIMETERS SHALL BE GROUNDED TO THE BUILDING STRUCTURE.

5. DUCTWORK PENETRATING SECURE AREA A&B PERIMETERS SHALL HAVE NON-METALLIC SEPARATIONS, SOUND MASKING

PINK NOISE, AND SECURITY MAN BARS WITH INSPECTION PORTS. REFER TO DETAILS ON SHEET M-503.

6. SECURITY MAN BAR INSPECTION PORTS SHALL BE INSTALLED IN A LOCATION TO PROVIDE SUFFICENT CLEARANCE FOR

SECURITY PERSONNEL ACCESS ON LADDERS TO ACCESS INSPECTION PORT, SO ADJACENT BUILDING SYSTEMS (DUCTWORK, CABLE TRAY, PIPING, CONDUITS, ETC.) SHALL BE INSTALLED TO PROVIDE SUFFICIENT CLEARANCE TO THE

INSPECTION PORT.

7. ALL BUILDING SYSTEMS, EQUIPMENT, UTILITIES, DUCTWORK, PIPING, CONDUITS AND PATHWAYS, CABLING AND DEVICES SHALL NOT BE INSTALLED WITHIN DESIGNATED SECURITY WALL ASSEMBLIES AND SHALL BE INSTALLED BELOW THE

SECURITY STC CEILING/FLOOR AND CEILING/ROOF ASSEMBLIES.

8. LIGHT GAGE STEEL FRAMING OF THE SECURITY STC CEILING/FLOOR AND CEILING/ROOF ASSEMBLIES SHALL NOT BE UTILIZED TO SUPPORT UTILITIES AND UTILITY SUPPORT ASSEMBLIES. ALL UTILITY AND SUPPORTS SHALL BE HUNG FROM

THE BUILDING STRUCTURE.

TRAP PRIMER LINET

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

D A

O N

N O

C O

A C

T N

U M

N A

M E:

M A

R K

N D

M O

E D

M O

E, A

C T

75 SOUTH "F" STREET

PENSACOLA, FLORIDA 32502

(850) 434-0513

(PROF. ENG. #: 3600)

PEI JOB #20148

PETERSON ENGINEERING INC.

N A

O R

C E

E, F

B U

O N

P-001FTFA20DR04

M B

S, N

O N

G D

W G

AMENDMENT 0006

0 0

T O

P-101

4"ø SS

3" ø

3"FD

A B B.2 B.8 C C.6 D E F G

1.6

2.4

P-3A

3"FD

P-5

3"FCO

P-1A

1" DOMESTIC COLD WATER LINE, REFER TO CIVIL PLAN FOR CONTINUATION. ABOVEGROUND

DOMESTIC WATER SHALL BE COPPER. PROVIDE SOLID STEEL FLANGE FOR TRANSITION

INSIDE THE BUILDING TO ELECTRICALLY ISOLATE THE RISER FROM THE GROUNDING /

BONDING SYSTEM WITH FLANGE ISOLATION KIT FOR CATHODIC PROTECTION. REFER TO THE

CATHODIC DESIGN FOR COATING REQUIREMENTS.

P-4

4" SANITARY

LINE, REFER TO

CIVIL PLAN FOR

CONTINUATION.

4"CO

2-WAY T

3"FD

3"ø SS

1 1/4"ø SS

FIELD VERIFY SANITARY LINE WITH

EXISTING BUILDING FOOTING.

3"FD

1 1/2"ø V, REFER TO 4/P-102 FOR CONTINUATION. 1/2" TRAP PRIMER LINE TO FLOOR DRAIN.

1/2" TRAP

PRIMER LINE TO

FLOOR DRAIN.

3"FCO

4"ø SS

4"CO

2-WAYSLAB ON GRADE - LOW

T/ FOOTING

-1' - 6"

3"ø SS

1" DOMESTIC COLD WATER

LINE, REFER TO CIVIL PLAN

FOR CONTINUATION.

ROUTE TO 3" FD

IN MECH 125.

4" SANITARY LINE,

REFER TO CIVIL PLAN

FOR CONTINUATION.

4" TIE IN, REFER TO

3/P-101 THIS SHEET

FOR CONTINUATION.

3"FCO

1 1 /2" ø V

3"FD

SLAB ON GRADE - LOW

T/ FOOTING

-1' - 6" 4"ø SS

REFER TO 2/P-101 THIS

SHEET FOR TIE IN POINT.

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

D A

O N

N O

C O

A C

T N

U M

N A

M E:

M A

R K

N D

M O

E D

M O

E, A

C T

75 SOUTH "F" STREET

PENSACOLA, FLORIDA 32502

(850) 434-0513

(PROF. ENG. #: 3600)

PEI JOB #20148

PETERSON ENGINEERING INC.

N A

O R

C E

E, F

B U

O N

P-101FTFA20DR04

G R

O U

N D

O R

M B

O W

G D

W G

PLAN

NORTH

TRUE

NORTH 1/8" = 1'-0"P-101

1 GROUND FLOOR PLAN - PLUMBING BELOW SLAB

1/4" = 1'-0"P-101

2 PLUMBING WASTE INVERT SECTION-1

1/4" = 1'-0"P-101

3 PLUMBING WASTE INVERT SECTION-2

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

0 4' 8' 16'

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

0 2' 4' 8'

NOTE: REFER TO RISER PLAN AND FIXTURE SCHEDULES FOR PIPE SIZES.

AMENDMENT 0006

LAB 6

LAB 5

MECH

CORR.

LAB 9

LAB 8

LAB 7

LAB 10

WMNS

MANTRAP

FOYER

P-4

4"CO

2-WAY

A B B.2 B.8 C C.6 D E F G

1.6

2.4

P-102

1 (

2 (

3"FD

WH/VB

P-102

WH/VB

3"FD

3"FCO

NOTE: FIELD VERIFY ANY EXISTING PLUMBING ON

EXISTING BUILDING. CONTRACTOR SHALL DEMO

AND CAP FLUSH TO WALL IF ANY EXISTING

PLUMBING IS IN CONFLICT WITH NEW FACILITY.

E F

P-3A

P-

1A3"FD

3"FCO

1 1/4"ø V

1 1/2"ø V 4"ø SS

1 1/4"ø SS

WMNS

MANTRAP

CORR.

114 T1 1/4"ø V

2"ø V 1 1/2"ø V

4"ø SS

2"VTR

P-5

1 1 /2" ø V

2" ø

E F

P-1A

3"FD

P-3A

3"FCO

CORR.

WMNS

MANTRAP

1/2 "ø

R 1/2

"ø

W 1" ø

P-5

EWH

HB/VB

3"FD

T 1" ø

W 3/4

"ø

1 1 /2" ø V

1" ø

MECH

LAB 5

HB/VB

ROUTE 3/4" DOMESTIC COLD

WATER TO CRAC-1 HUMIDIFIER.

PROVIDE FACTORY AIR GAP PER

ASME A112.1.2 SECTION 2.4.2.

1/2 "ø

ROUTE COLD WATER TO HUMIDIFIER.

PROVIDE FACTORY AIR GAP PER ASME

A112.1.2 SECTION 2.4.2.

DOMESTIC HOT WATER

CIRCULATION PUMP.

DOMESTIC HOT WATER

EXPANSION TANK.

FIRE RISER, REFER TO FX-101.

11 1/2"ø V, REFER TO

P-101.

1/2" TRAP LINE TO FLOOR DRAIN,

REFER TO TRAP PRIMER DETAIL.

3"ø SS

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

O F

R S

, F

2 3 4 5

D R

A W

N B

T B

C K

D B

D A

O N

N O

C O

A C

T N

U M

N A

M E:

M A

R K

N D

M O

E D

M O

E, A

C T

75 SOUTH "F" STREET

PENSACOLA, FLORIDA 32502

(850) 434-0513

(PROF. ENG. #: 3600)

PEI JOB #20148

PETERSON ENGINEERING INC.

N A

O R

C E

E, F

B U

O N

P-102FTFA20DR04

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File details come from the government source that posted it. Updated Mar 29, 2022.