Attachment 07 FS 100_ 19-292.pdf

NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT

SEMI-RECESSED SPRINKLER HEAD

UPRIGHT SPRINKLER HEAD

FIRE LINEFL

CONCEALED SPRINKLER HEAD

PENDANT SPRINKLER HEAD

SIDEWALL SPRINKLER HEAD

FIRE DEPARTMENT CONNECTION (FDC)

FIRE DRAINDRAIN

POINT OF NEW CONNECTION

LIMIT OF DEMOLITION

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

FIRE PROTECTION CONTRACTORFPC

TAMPER SWITCH

FLOW SWITCH

CHECK VALVE

GATE VALVE

EXTERIOR ALARM GONG (WATER ACTIVATED)

TEST AND DRAIN ASSEMBLY

BACKFLOW PREVENTER

T&D

TS

FS

ORDINARY HAZARD

GROUP 1 OCCUPANCY

DETAIL OR SECTION MARK

SHOWN ON DRAWING

DETAIL MODULE NUMBER

ORDINARY HAZARD

GROUP 2 OCCUPANCY

LIGHT HAZARD

THE FIRE PROTECTION DRAWING IS DESIGNED TO BE IN CONFORMANCE WITH NFPA

13. IT IS A PERFORMANCE BASED DRAWING INDICATING THE EXTENT OF FIRE

PROTECTION WORK FOR THE AREA THAT THIS DRAWING REPRESENTS. THIS

DRAWING IS “FOR INFORMATION ONLY”, AS A REFERENCE FOR THE FIRE

PROTECTION CONTRACTOR TO BASE THE DESIGN OF THE FIRE PROTECTION

SYSTEM ON. THE CONTRACTOR SHALL VERIFY THE EXACT CONDITIONS THAT THIS

DRAWING REPRESENTS, INCLUDING ANY PERCEIVED CONCEALED SPACES, AND THE

BUILDING TYPE AND CONSTRUCTION AS OUTLINED IN THE INTERNATIONAL BUILDING

CODE, PRIOR TO THE START OF WORK. REFER TO THE INTERNATIONAL BUILDING

CODE, NFPA 13, AND THE PROJECT SPECIFICATIONS FOR OTHER FIRE PROTECTION

REQUIREMENTS.

FLUSHING CONNECTION

FEED OR CROSS MAIN.

TYPICAL TEE WITH

CROSS MAIN PITCH

TOWARDS FEED MAIN.

NOTE: INSTALL FLUSHING

CONNECTION AT END OF

CROSS MAINS.

2" NIPPLE 4" LONG

WITH CAP.

MECHANICAL TEE

NEW PIPING

MECHANICAL TEE

SCREWED END

STEEL BEAM

RETAINING STRAP

C-CLAMP

THREADED HANGER ROD

ADJUSTABLE RING HANGER

NOTE:

HANGING DETAILS SHOWN ARE SUBJECT TO REQUIREMENTS OF SEISMIC DESIGN.

EXPANSION ANCHOR HILT QUIK

BOLT TZ OR APPROVED EQUAL.

EXPANSION ANCHOR SHALL BE

QUALIFIED FOR USE IN CRACKED

CONCRETE PER ACI 355.2

NEW CONCRETE SLAB / PRECAST ROOF

PLANK (REFER TO STRUCTURAL DRAWINGS

FOR ROOF / FLOOR CONSTRUCTION TYPE)

AUTO. SPRINKLER PIPE

SET SCREW

SURGE RESTRAINER

INSTALL INSULATION AFTER

CAULKING SLEEVE, SEAL

ANNULAR SPACE.

FIRE RATED WALL AND OR SLAB.

STEEL PIPE SLEEVE TERMINATE

SLEEVE FLUSH WITH FINISHED

SURFACE.

UL-LISTED FIRESTOPPING

FINISHED ESCUTCHEON PLATE

FLUSH AGAINST WALL AND OF

SIZE TO COMPLETELY COVER

OPENING.

APPROVED TYPE FIRE SAFE &

SMOKE TIGHT CAULKING SEALER

BETWEEN BARE PIPE AND SLEEVE.

NOTE:

MINIMUM SIZE OF OPENINGS AROUND SPRINKLER PIPE PENETRATIONS OF CONCRETE OR CMU WALLS

SHALL BE IN ACCORDANCE WITH NFPA 13 SEISMIC REQUIREMENTS.

1. USE NFPA-13 (CURRENT EDITION), CHAPTER 27, “PLANS AND CALCULATIONS” AS A GUIDELINE WHEN PREPARING SUBMITTALS FOR REVIEW. DISREGARD ONLY THOSE ITEMS NOT APPLICABLE TO THE INDIVIDUAL BUILDING SYSTEM. FIRE PROTECTION MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA-13 FOR THE

INSTALLATION OF AUTOMATIC SPRINKLER SYSTEM.

2. COMPLY WITH THE INTERNATIONAL BUILDING CODE (LATEST ADOPTED EDITION). INSTALLATION SHALL COMPLY WITH VA REQUIREMENTS. SYSTEM SHALL ALSO BE IN COMPLIANCE WITH ALL REQUIRED PLUMBING CODES.

3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ROOM FINISH SCHEDULE WHICH INDICATE CEILING HEIGHTS.

COORDINATE WITH ARCHITECT'S REFLECTED CEILING PLAN FOR LOCATION OF SPRINKLER HEADS IN AREAS WITH CEILINGS.

LOCATE HEADS IN AREAS WITHOUT CEILINGS AS REQUIRED BY NFPA AND VA REQUIREMENTS FOR THE APPROPRIATE

HAZARD CLASSIFICATION.

4. THIS FACILITY IS FULLY SPRINKLERED. FIRE SUPPRESSION SYSTEM SHALL BE WET PIPE TYPE SYSTEM WITH COMPLETE SPRINKLER PROTECTION UNLESS NOTED OTHERWISE. SYSTEM TO BE DESIGNED AS REQUIRED BY NFPA AND VA

REQUIREMENTS FOR THE APPROPRIATE HAZARD CLASSIFICATION.

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

STANDARDS.

6. HYDRAULICALLY CALCULATE SPRINKLER IN ACCORDANCE WITH REQUIREMENTS FOR APPROPRIATE HAZARD OCCUPANCY.

PROVIDE ACTUAL NUMBER OF HEADS, REQUIRED SPACING AND PIPE ROUTING AS REQUIRED FOR CLEARANCE WITH STRUCTURAL CONDITIONS AND OTHER TRADES TO PROVIDE A COMPLETE AND OPERABLE SYSTEM IN ACCORDANCE WITH

NFPA AND VA REQUIREMENTS.

7. FIRE PROTECTION CONTRACTOR SHALL OBTAIN FLOW TEST DATA INDICATING THE WATER FLOW, STATIC PRESSURE AVAILABLE WITH NO FLOW, AND RESIDUAL PRESSURE AT FULL FLOW TO THE FACILITY. SUBMIT HYDRAULIC CALCULATIONS

AND PLANS RELATED TO A MINIMUM OF 1 REMOTE AREA FOR REVIEW.

8. PIPING IS SHOWN IN SCHEMATIC FORM TO INDICATE APPROXIMATE ARRANGEMENT OF EQUIPMENT AND PIPING. SPRINKLER CONTRACTOR SHALL DESIGN THE SYSTEM AND ROUTE PIPING AS REQUIRED FOR CONFORMANCE WITH ACTUAL BUILDING CONDITIONS AND NFPA REQUIREMENTS. COORDINATE SPRINKLER WORK WITH ALL OTHER TRADES TO AVOID CONFLICT.

9. SUPPORT NEW PIPING AND EQUIPMENT FROM STRUCTURE. PROVIDE ALL SUPPLEMENTAL STEEL TO SPAN BETWEEN PRIMARY BUILDING STRUCTURAL MEMBERS. DESIGN SUPPLEMENTAL STEEL AND SUPPORTS INCLUDING REACTION LOADS

AT PRIMARY BUILDING STRUCTURAL MEMBERS.

10. PROVIDE SPRINKLER HEADS IN CONCEALED LOCATIONS IN ACCORDANCE WITH NFPA REQUIREMENTS.

11. CLEAN ENTIRE WORK AREA OF ALL DUST, DIRT, AND OTHER DEBRIS. MAINTAIN WORK AREA IN CLEAN CONDITION.

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

SPECIFIED AND INDICATED ON THE DRAWINGS.

13. SUBMIT ONE COMPLETE SET OF AUTOMATIC SPRINKLER SYSTEM DRAWINGS, HYDRAULIC CALCULATIONS, CURRENT WATER FLOW TEST, AND THE EQUIPMENT DATA BROCHURES PREPARED BY OR UNDER THE SUPERVISION OF, AND SEALED BY A

PROFESSIONAL ENGINEER.

14. REPAIR OR REPLACE NON-CONFORMING AND INADEQUATE WORK AT NO ADDITIONAL COST TO THE VA.

15. PROVIDE FIRE STOPS / SEALANT AT ALL PIPE PENETRATIONS THROUGHOUT FIRE RATED WALLS. REVIEW ARCHITECTURAL

PLANS PRIOR TO BIDDING AND INDICATE PENETRATIONS ON SPRINKLER LAYOUT SUBMITTAL.

16. FLOW AND TAMPER SWITCHES ARE TO BE PURCHASED AND INSTALLED AS WORK OF DIVISION 21. PROVIDE WIRING TO FLOW

AND TAMPER SWITCHES AS WORK OF DIVISION 26.

17. WATER SERVICE AND DETECTOR TYPE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER TO BE PROVIDED AND TESTED AS WORK OF DIVISION 22. INCORPORATE ASSOCIATED PRESSURE DROP OF SELECTED BACKFLOW PREVENTER

DEVICE IN HYDRAULIC CALCULATIONS.

18. FURNISH AND INSTALL ARMOVER SUPPORTS FOR ALL END OF LINE BRANCH LINES IN ACCORDANCE WITH NFPA-13.

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

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

CEILING TILE. LOCATE CENTERED IN CEILING TILE WHERE POSSIBLE.

21. LOCATE THE INSPECTOR'S TEST CONNECTION AND MAIN DRAIN LOCATIONS IN ACCORDANCE WITH NFPA-13.

22. FIRE DEPARTMENT CONNECTION SHALL BE LOCATED NOT MORE THAN 100 FEET AWAY FROM THE NEAREST FIRE HYDRANT CONNECTED TO AN APPROVED WATER SUPPLY AND SHALL BE LOCATED NOT LESS THAN 18 INCHES, NOR MORE THAN 48

INCHES ABOVE ADJACENT SURFACE.

23. STANDPIPES SHALL BE PROVIDED PER NFPA 14, WITH 4 INCH DIAMETER MINIMUM SIZE.

24. CLASS 1 STANDPIPE SYSTEM SHALL BE PROVIDED WITH 2 1/2 INCH HOSE CONNECTIONS AT EACH INTERMEDIATE LANDING BETWEEN FLOORS IN EACH REQUIRED EGRESS EXIT STAIRWAY. COORDINATE TYPE OF HOSE CONNECTIONS WITH THE

LOCAL FIRE DEPARTMENT.

25. STANDPIPE TRAVEL DISTANCE SHALL BE MAXIMUM 130 FT PER NFPA-14-2019 AND LOCATION COORDINATED WITH VA AND

OKC FIRE DEPARTMENT.

GRADE

FLOOR

WALL

FIRE DEPARTMENT

CONNECTION

WALL

PLATE

(TYPICAL)

PIPE TAP FOR BALL

DRIP VALVE

18" TO 48"

DRAIN PIPE TO EXTERIOR DISCHARGE

MIN 6" ABOVE FINISHED GRADE

HORIZONTAL MOUNTED

BALL DRIP VALVE

PROVIDE CHECK

VALVE FOR MAIN

CHECK VALVE

BALL DRIP VALVE

FIRE SERVICE MAIN

FLOW SWITCH

DRAIN THROUGH WALL TO GRADE. COMBINE WITH

DRAIN FROM DCW BACKFLOW PREVENTER.

COORDINATE WITH PLUMBING DRAWINGS.

DOUBLE CHECK

DETECTOR TYPE

BACKFLOW ASSEMBLY

WITH TAMPER SWITCHES

INSPECTORS TEST/DRAIN VALVE

PRESSURE RELIEF

VALVE

PIPING SUPPORTS AS REQUIRED, TYP.

ISOLATION VALVE WITH

TAMPER SWITCH

SWING JOINT

THRUST BLOCK

STEEL TRANSITION FITTING

PRESSURE GUAGE

WITH BALL VALVE

TS

TS

MAIN DRAIN

WELDED BRANCH

CONNECTOR AS

REQUIRED, TYP.

NORMALLY CLOSED

BYPASS FOR FORWARD

FLOW TESTING

TO FIRE DEPARTMENT CONNECTION

T S

TS

CUP DRAIN. COLLECT AIR

COMPRESSOR AND DRY

VALVE DRAINS, CONNECT

INTO RISER DRAIN WITH

CHECK VALVE

DRY-PIPE VALVE

RISER MOUNTING KIT

GENERAL RISER MOUNTED

AIR COMPRESSOR

CONNECT COMPRESSED AIR

WITH PRESSURE SWITCH

DRY SPRINKLER

BUTTERFLY VALVE

WITH TAMPER SWITCH

RISER DRAIN FROM DRY

VALVE

FILL CUP PIPED TO MAIN DRAIN

AND TO OUTSIDE. DRAIN PIPE

SIZED BY ENGINEER.

DRAIN TO MAIN DRAIN OR

THROUGH WALL TO

OUTSIDE

NOTE:

1. ALL EXPOSED PIPING SHALL BE PAINTED RED.

2. PROVIDE GUARDS ON UPRIGHT SPRINKLERS

UNLESS OTHERWISE NOTED.

THREADED

HANGER ROD

SURGE

RESTRAINER

ADJUSTABLE

RING HANGER

BRANCHLINE

AUTO. SPRINKLER FEED

UPRIGHT AUTOMATIC

SPRINKLER, FM APPROVED,

QUICK RESPONSE.

REDUCER

RISER NIPPLE

REDUCING TEE

STATIC PSI RESIDUAL PSI FLOW GPM DATE LOCATION (SR#) FLOW TEST PERFORMED BY

THE FLOW TEST INFORMATION LISTED ABOVE IS INTENDED AS A REFERENCE FOR THE FIRE PROTECTION CONTRACTOR. THE FIRE

PROTECTION CONTRACTOR SHALL PERFORM A HYDRAULIC FLOW TEST NEAR THE PROJECT SITE TO VERIFY ACTUAL FLOW

CONDITIONS ON WHICH TO BASE THE FIRE PROTECTION DESIGN.

THE FLOW TEST INFORMATION PROVIDED BY VA IS FOR HYDRANT SR# AS LISTED FOR REFERENCE ONLY. FIRE HYDRANTS ON N.

KELLY STREET AND THE 16TH STREET BELONG TO WATER DEPARTMENT DIVISION OF OKLAHOMA CITY. CONTRACTOR TO

COORDINATE WITH CITY TO PERFORM HYDRANT FLOW TEST TO VERIFY ACTUAL FLOW CONDITIONS.

SPRINKLER AND STANDPIPE SYSTEM SHALL BE PER NFPA-13 AND NFPA-14 AND VA FIRE PROTECTION DESIGN MANUAL. STANDPIPE, FDC LOCATION SHALL BE COORDINATED WITH VA AND OKC FIRE DEPARTMENT AND ACCORDINGLY STANDPIPES SHALL BE

LOCATED.

70 65 1318 01/07/2022 51510864 RJY GROUP

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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FX001

FIRE SUPPRESSION GENERAL

INFORMATION

1 3NAS/SMR

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

RBK

FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS

Scale: No Scale

MECHANICAL TEE AND FLUSHING CONNECTION DETAIL

Scale: No Scale

PIPE HANGER SUPPORT DETAIL

Scale: No Scale

SPRINKLER PIPE SLEEVE THRU FIRE RATED WALL DETAIL

FIRE SUPPRESSION GENERAL NOTES

Scale: No Scale

WALL MOUNTED FIRE DEPARTMENT CONNECTION DETAIL

Scale: No Scale

BACKFLOW PREVENTER AND RISER DETAIL

Scale: No Scale

UPRIGHT AUTOMATIC SPRINKLER DETAIL

Scale: No Scale

FLOW TEST INFORMATION

DocuSign Envelope ID: 70605A43-D52F-49DF-8884-512E0529E9FA

7/13/2022

UP

RAMP DOWN

SLOPE = 1:20

RAMP DOWN

SLOPE = 1:20

RAMP UP

VEHICLE

DN

IT

ELEC

SEC

FX401

FX401

987654321

MECH

ELEV EQUIP

E3

FUTURE

ELEV

E2

ELEV

E1

ELEV

S1

STAIR

STAIR

S2

6" FL

6" FL

6" FL

4" FL

2" FL

6" FL

2" FL

A

B

C

D

E

F

G

5.23.91.6

B.6

8.8

4" FL

6" FL

5.5

STANDPIPE UP

& DN (TYP.)

(TYP.)

4" FL

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

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FX101

LEVEL 1 FIRE SUPPRESSION PLAN

2 3NAS/SMR

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

RBK

N O

R T

H0 84 16

1 ROUTE SUPPLY TO MANUAL STANDPIPE TIGHT

TO STRUCTURE ABOVE.

2 PROVIDE FIRE DEPARTMENT CONNECTION FOR

DRY MANUAL STAND PIPE SYSTEM.

3 PROVIDE STANDPIPE WITH 2-1/2" HOSE

CONNECTIONS AT EACH FLOOR LANDING. SEE

DETAIL 3/FX401 FOR MORE INFORMATION.

4 PROVIDE UPRIGHT SPRINKLER HEAD.

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

A. ROUTE MAINS AS NECESSARY TO ALLOW FOR

PROPER DRAINAGE OF DRY SPRINKLER PIPING.

B. PROVIDE SUPPORT FOR FDC FROM

FLOOR/COLUMN.

Scale: 3/32" = 1'-0"

LEVEL 1 FIRE SUPPRESSION PLAN

RAMP DOWN

SLOPE = 1:20

RAMP DOWN

SLOPE = 1:20

DN

MECH

ELEV EQUIP

E3

FUTURE

ELEV

E2

ELEV

E1

ELEV

S1

STAIR

1 1

6" FL

6" FL

4" FL

2" FL

4" FL

2" FL

6" FL

8 8

BFP-2

FP-1

A

B

C

3.91.6

B.6

G

F

8.8

S2

STAIR

FX401

LEVEL 2 SW STAIR

11' - 4"

FUTURE LEVEL 3

22' - 8"

2-1/2" HOSE CONNECTION,

TYPICAL OF TWO

SUPPLY FIRE LEADER

FROM FIRE DEPARTMENT

CONNECTION

4" CAPPED CONNECTION

FOR FUTURE EXPANSION

OF STANDPIPE TO SERVE

7 LEVELS TOTAL

LEVEL 01 NE STAIR

-1' - 2"

LEVEL 1

0' - 0"

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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FX401

LEVEL 1 FIRE SUPPRESSION

ENLARGED PLANS

3 3NAS/SMR

PARKING GARAGE 2

921 NE 13TH STREET

OKLAHOMA CITY, OK 73104

JULY 8, 2022

100% CONSTRUCTION DOCUMENTS

635-41419-292

N/A

RBK

N

SCOPE OF WORK

KEY PLAN

SCALE: NO SCALE

AREA OF WORK

N O

R T

H0 42 8

N O

R T

H0 42 80 2 4 8

A. ROUTE MAINS AS NECESSARY TO ALLOW FOR

PROPER DRAINAGE OF DRY SPRINKLER PIPING.

B. PROVIDE SUPPORT FOR FDC FROM

FLOOR/COLUMN.

1 PROVIDE SIDEWALL TYPE SPRINKLER HEAD AT

THE BOTTOM OF ELEVATOR HOISTWAY. LOCATE

WITHIN 2' OF HOISTWAY FLOOR. SUPPORT AS

REQUIRED.

2 PROVIDE STANDPIPE WITH 2-1/2" HOSE

CONNECTIONS AT EACH FLOOR LANDING. SEE

DETAIL 3/FX401 FOR MORE INFORMATION.

3 PROVIDE DOUBLECHECK DETECTOR TYPE

BACKFLOW PREVENTER ON INCOMING FIRE

SERVICE. BACKFLOW SHALL BE CONFIGURED

FOR VERTICAL INSTALLATION. REFER TO

DETAIL 5/FX001 FOR MORE INFORMATION.

4 ROUTE NEW FIRE WATER SERVICE INTO THE

BUILDING AND TURN UP THROUGH SLAB.

COORDINATE WITH CIVIL PIPE LOCATION AND

SIZE.

5 PROVIDE FIRE DEPARTMENT CONNECTION FOR

DRY PIPE SPRINKLER SYSTEM.

6 PROVIDE FIRE DEPARTMENT CONNECTION FOR

DRY MANUAL STAND PIPE SYSTEM.

7 PROVIDE DRY VALVE AND AIR COMPRESSOR

FOR DRY MANUAL PIPE SPRINKLER SYSTEM.

INSTALL PER DETAIL 5/FX001.

8 PROVIDE UPRIGHT SPRINKLER HEAD.

9 PROVIDE 6'' DOWNSPOUT NOZZLE AND SPLASH

BLOCK FOR SPRINKLER BACKFLOW

PREVENTER MAIN DRAIN PIPE.

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

STAIR 1 FIRE SUPPRESSION PLAN

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

STAIR 2 FIRE SUPPRESSION PLAN

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

TYPICAL STANDPIPE SECTION

FIRE SERVICE BACKFLOW PREVENTER SCHEDULE

MARK LOCATION AREA AND/OR ROOM SERVED SYSTEM TYPE SIZE REMARKS

BFP-2 MECH 101 PARKING GARAGE FIRE SERVICE DOUBLE CHECK

DETECTOR

4"

FP-1 MECH 101

PARKING

GARAGE

DRY SYSTEM

MAINTENANCE AIR

OILLESS PISTON AIR

COMPRESSOR

150 1.6 1/4 1 115 CONSTANT GAST 2LAF-12-M200X RISER MOUNT

HP

SYSTEM

CAPACITY

CFM

NOMINAL

POWER

PHASE VOLT

SPEED

CONTROL

MARK LOCATION

AREA AND/OR

BLDG SERVED

SYSTEM AND/OR

SERVICE

TYPE

PUMP SIZE ELECTRICAL MOTOR

BASIS OF

DESIGN

MANUF.

BASIS OF DESIGN

MODEL NO.

REMARKS

DRY FIRE PROTECTION MAINTENANCE AIR SCHEDULE