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COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V I

L E N G I N

E E

R

US AF

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

DESIGN CHIEF

DRAWNDESIGNED CHECKED

0’ 10’ 20’ 40’ 80’

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SHEET DESCRIPTIONPLATE

TITLE SHEET & SITE/LOCATION PLANSFP-1

FP-2

INDEX

OF

DATE

FP-1

OCT 09

1 2

CJT/CJV CJT/CJV

RENOVATE FOR EOD SPRINKLERS

PROJECT NO. 080002A

S

NORTH

SCALE: 1" = 20’

SITE PLAN

IN

V. 8

22.1 (T

OP)

4" CIP

0+00 0+20 0+40 0+60 0+80

821821

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REMOVE/REPLACE 6"

CONC. FLOOR. PROV.

PVC SLEEVE AROUND

PROP. 6" DIP WATER

PROV. DIP WATER TO

MIN. 5 FT OUTSIDE

BLDG. WALL

BUILDING FLOOR

PROP. GRADE TO MATCH EXIST.

PROP. 6" PVC OR DIP

REPLACE WALK IN KIND

NAT. GAS

2" NAT. GAS

C O

M M

T

E L

V

C P S

A N

V

C P

S A

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W A

T E

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PROP. 6" WATER

PROP. PIV

NOTE: HYDRANT FLOW TEST COMPLETED

JUNE 2006 RESULTS -

STATIC AT HYD # 57 = 55 PSI

RESIDUAL AT HYD # 57 = 42 PSI

FLOW AT HYD # 58 = 860 GPM

CALCULATED FLOW AT 20 PSI

RESIDUAL = 1,467 GPM

CONTRACTOR SHALL PERFORM HYDRANT

FLOW TEST TO VERIFY/UPDATE THESE

RESULTS AND DESIGN THE SPRINKLER

SYSTEM ACCORDINGLY.

REPLACE CURB/GUTTER

IN KIND. REPLACE 7"

THICK ASPHALT (ODOT448)

AND 9" THICK BASE

(ODOT 304) IN KIND.

SAW CUT TO REMOVE

AND SEAL ALL JOINTS.

SEE SHEET FP-2 FOR

CONTINUATION

WATER LINE PROFILE

RENOVATE FOR EOD SPRINKLERS

PROJECT # 080002A; F/30163

TITLE SHEET/SITE PLAN

CONNECTION POINT - NEW TO EXISTING

LEGEND

F/30163

SPRINKLER PLAN

REPLACE BUSHES

IN KIND

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V I

L E N G I N

E E

R

US AF

W PA F B

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

DN

DN

FIRST FLOOR

BELOW

FIRST FLOOR

BELOW

GARAGE

GARAGE

GARAGE

UP

UP

UP

10’0’ 20’ 40’ þÿ�S�C�A�L�E�:� �

FIRST FLOOR PLAN

þÿ�S�C�A�L�E�:� � þÿ�S�C�A�L�E�:� �

1.

4.

SPRINKLERS ARE NOT REQUIRED ABOVE THE DROP CEILING.

2.

6.

7.

11.

12.

14.

10.

13.

ALL PIPING SHALL BE CONCEALED ABOVE DROP CEILING WHERE ONE EXISTS.

SEAL ALL PENETRATIONS IN STAIRWELLS WITH MATERIAL OF EQUAL FIRE RESISTANCE.

PAINT ALL SPRINKLER PIPING INSTALLED IN AREAS WITHOUT A DROP CEILING. SEE PROJECT

SPECIFICATIONS FOR PAINTING REQUIREMENTS.

HYDRAULIC CALCULATIONS SHALL BE MADE TO VERIFY ADEQUACY OF THE SYSTEM AND PIPE

SIZING. USE A ORDINARY HAZARD, GROUP 1 CLASSIFICATION FOR HOSE FLOW IN THE

CALCULATION. CALCULATIONS SHALL BE INCLUDED WITH INSTALLATION DRAWINGS

SUBMITTED FOR REVIEW.

15.

8.

THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE

MINIMUM REQUIREMENTS OF NFPA 13, LATEST EDITION, EXCEPT THAT THE DESIGN DENSITY,

DESIGN AREA, HOSE STREAM ALLOWANCE AND DURATION OF SUPPLY REQUIREMENTS MUST

BE IN ACCORDANCE WITH TABLE 4-1 OF THE UFC 3-600-01. ALL ADVISORY PORTIONS OF

THE STANDARD SHALL BE CONSIDERED MANDATORY.

NOTE:

5.

3.

ALL WET-PIPE SPRINKLER SYSTEMS MUST BE PROVIDED WITH A LISTED ALARM CHECK VALVE

CONNECTED TO A FIRE ALARM PANEL AND ASSOCIATED TRIM PIPING.

ALL SPRINKLER SYSTEMS MUST BE EQUIPPED WITH A "STORZ" TYPE FIRE DEPARTMENT

CONNECTION FOR A FIVE INCH (5") LARGE DIAMETER HOSE. USE A STORZ 30-DEGREE DOWNWARD

ANGLE FITTING. PROVIDE 24" MINIMUM CLEARANCE FROM THE GROUND TO THE BOTTOM OF THE

CONNECTION. ONE CONNECTION MAY FEED MULTIPLE SPRINKLER SYSTEMS.

ALL SPRINKLER SYSTEMS SHALL BE EQUIPPED WITH A BACKFLOW PREVENTION DEVICE OF

THE TYPE REQUIRED FOR THE GIVEN CONDITIONS IN ACCORDANCE WITH ALL NFPA AND UFC

REQUIREMENTS. AS A MINIMUM, A DOUBLE CHECK VALVE TYPE DEVICE IS REQUIRED FOR

SPRINKLER SYSTEMS. THE DEVICE SHALL BE INSTALLED WITHIN 36 INCHES FROM WHERE

THE FIRE SERVICE ENTERS THE FACILITY. ALL BACKFLOW PREVENTERS SHALL BE

ELECTRICALLY SUPERVISED BY THE FIRE ALARM CONTROL PANEL.

PROVIDE AN ELECTRICALLY SUPERVISED PIV.

A MINIMUM CLEARANCE OF ONE METER (THREE FEET) SHALL BE PROVIDED ON ALL SIDES OF

FIRE PROTECTION SPRINKLER RISERS, VALVES, CHECK VALVES AND SIMILAR DEVICES TO

FACILITATE MAINTENANCE. ALL SUCH DEVICES SHALL BE LOCATED WITHIN 1.5 METERS

(FIVE FEET) ABOVE THE FINISHED FLOOR. CHECK VALVES AND OTHER DEVICES REQUIRING

REGULAR MAINTENANCE SHALL NOT BE LOCATED ABOVE DROP CEILINGS.

IF ADDITIONAL SUSPECT HAZARDOUS MATERIALS (ASBESTOS,

PCB, ETC.) NOT IDENTIFIED ON DRAWINGS ARE ENCOUNTERED,

THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THAT

AREA AND NOTIFY THE CONTRACTING OFFICER.

ALL PAINTED SURFACES CONTAIN LEAD. ANY WORK

PERTAINING TO DISTURBING LEAD CONTAINING PAINT,

REMEDIATION OR ABATEMENT SHALL BE PERFORMED IN

ACCORDANCE WITH SPECIFICATION SECTION 02 09 00.

SUBMIT A SEDIMENT EROSION PROTECTION PLAN AND STORM

WATER POLLUTION PREVENTION PLAN TO THE 88 ABW/CEV

(THROUGH THE CONTRACTING OFFICER) FOR APPROVAL PRIOR

TO THE DISTURBANCE OF ANY SOIL. EROSION CONTROL

MEASURES MUST BE IMPLEMENTED FOR PROJECTS THAT ALSO

DISTURB LESS THAN ONE ACRE. FOR PROJECTS DISTURBING

GREATER THAN ONE ACRE, A NOTICE OF INTENT (NOI) MUST BE

APPROVED BY THE OHIO EPA PRIOR TO THE DISTURBANCE OF

ANY SOIL PER SPECIFICATION SECTION 01 02 20 PARAGRAPH

3.04.C.

ALL ENVIRONMENTAL WORK SHALL BE CONDUCTED IN

ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 02 20

AND ALL OTHER APPLICABLE SPECIFICATION SECTIONS AS

WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS IN

EFFECT AT THE TIME THE WORK IS TO BE ACCOMPLISHED.

GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS,

UTILITY LOCATIONS AND OTHER CONDITIONS. NOTIFY THE

CONTRACTING OFFICER OF ANY DIFFERING CONDITIONS OR

DISCREPANCIES PRIOR TO BEGINNING WORK.

EXISTING UTILITIES AND STRUCTURES MUST BE PROTECTED

AT ALL TIMES DURING CONSTRUCTION. COORDINATE ANY

NEEDED UTILITY OUTAGES WITH THE INSPECTION MANAGER.

2.

3.

4.

5.

6.

7.

FIRE PROTECTION NOTES

16.

17.

18.

19.

20.

21.

22.

RENOVATE FOR EOD SPRINKLERS

PROJECT # 080002A; F/30163

SPRINKLER PLAN

FP-2

CJT OCT 09

2 2

B F

P

NEW UNDERGROUND FIRE

SERVICE TO BLDG. SEE

SHT. FP-1 FOR CON’T.

PROVIDE DOUBLE CHECK VALVE

BACKFLOW PREVENTER.

PROPOSED RISER LOCATION.

THE FOLLOWING DATA IS FOR REFERENCE ONLY AND DOES NOT EXEMPT THE CONTRACTOR

FROM PERFORMING FLOW TESTS (NOTE #13 ABOVE): WATER FLOW TEST AT FLOW HYDRANT

#58 AND MEASUREMENT HYDRANT #57 DATED JUNE 2006: STATIC PRESSURE = 55 PSI.

FLOW = 860 GPM. RESIDUAL = 42 PSI.

MINUTES

SUPPLY DURATION

75030000.30

GROUP 2

EXTRA HAZARD

GROUP 1

0.40 3000 750

SPRINKLER SYSTEM & WATER SUPPLY REQUIREMENTS

SPACE TAG

EXTRA HAZARD

GROUP 2

ORDINARY HAZARD

GROUP 1

ORDINARY HAZARD

LIGHT HAZARD

CLASSIFICATION

OCCUPANCY DESIGN AREADESIGN DENSITY

GPM/SQ. FT.

0.20

0.15

0.10

HOSE STREAM

SQ. FT.

GPM

60LH

OH1

OH2

EH1

EH2

* DO NOT REDUCE DESIGN AREA FOR QUICK RESPONSE SPRINKLERS UNLESS

APPROVED BY BASE FIRE PROTECTION ENGINEER.

* MAXIMUM COVERAGE PER SPRINKLER IS 225 SQUARE FEET FOR LIGHT

HAZARD AND 130 SQUARE FEET FOR ORDINARY HAZARD.

LH

OH1

LH

LH

LH

LH

LH

LH

LH

LH

LH

LH

LH

LH LH

LH

LH

LH

LH

LH

LH

LH

LH

LH

LH

LH

LH

LH

LH

LH

LH

LHLH

OH1

OH1

LH

OH1

LH

LH

LH

OH1

LH

LH

LH

LH

LH

LH

LH

LH

5’

PROVIDE SPRINKLER COVERAGE

FOR ALL AREAS WITHIN THIS

BOUNDARY. REFER TO FIRE

PROTECTION NOTE #2 THIS SHT.

PROVIDE SPRINKLER COVERAGE

FOR ALL AREAS WITHIN THIS

BOUNDARY. REFER TO FIRE

PROTECTION NOTE #2 THIS SHT.

9.

THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL

OBTAIN ALL NECESSARY PERMITS REQUIRED FOR THE

PERFORMANCE OF THIS CONTRACT. IT SHALL BE THE

CONTRACTOR’S RESPONSIBILITY TO PAY ALL PERMIT FEES.

COSTS FOR PERMITS SHALL BE CONSIDERED INCIDENTAL TO

THE PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT NUMBER AND LOCATIONS OF

SPRINKLER HEADS AND EXACT PIPE SIZING BASED ON HYDRAULIC CALCULATIONS. MINIMUM

BRANCH PIPE SIZE SHALL BE 1".

WHERE THE LOCATION OF FIRE PROTECTION PIPING CONFLICTS WITH MECHANICAL SYSTEMS

OR DUCTWORK, THE MECHANICAL SYSTEMS OR DUCTWORK HAVE PRIORITY. COORDINATE

WITH THE MECHANICAL CONTRACTOR’S CONSTRUCTION MANAGER.

ROUTE HORIZONTAL PIPES PARALLEL TO WALLS AND ABOVE CEILINGS WHERE THEY EXIST.

COORDINATE THE LOCATION OF SPRINKLER HEADS WITH LIGHTS AND AIR SUPPLY

DIFFUSERS. CENTER SPRINKLER IN CEILING TILE WHEREVER POSSIBLE.

THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM

WATER FLOW TESTS FOR HYDRAULICALLY DESIGNED SYSTEMS. SCHEDULE FLOW TEST

WITH MR. FRANK BOAZ, 88 ABW/CECP, (937) 656-3586.

CJT/JJP

THE FIRST & SECOND FLOOR PLANS SHOWN ON THIS SHEET

ARE THE PROPOSED PLANS SUBMITTED BY APM. REFER TO FIRE

PROTECTION NOTE #3 THIS SHEET AND SPECIFICATION SECTION

01 01 00 PARAGRAPHS 1.06.A & 1.06.B.

PROVIDE A WET PIPE SPRINKLER SYSTEM FOR THE DESIGNATED AREAS SHOWN ON

THIS SHEET FOR THE FIRST AND SECOND FLOORS. HOWEVER, SIZE THE NEW

UNDERGROUND FIRE SERVICE MAIN (SEE SHT. FP-1), WET PIPE RISER AND MAINS TO

ALLOW FOR SPRINKLER COVERAGE TO THE ENTIRE BUILDING. PROVIDE ALL PIPING MAINS

REQUIRED TO MAKE THE PARTIAL BUILDING SPRINKLER SYSTEM OPERATIONAL. PROVIDE

CAPPED TEES WHERE REQUIRED ON SPRINKLER MAINS IN ORDER TO PROVIDE FUTURE

SPRINKLER COVERAGE TO THE REMAINING AREAS OF THE BUILDING NOT COVERED ON

THIS CONTRACT. REFER TO SPECIFICATION SECTION 01 01 00 PARAGRAPH 1.06.C.

SPRINKLER INSTALLATION IS TO BE CONCURRENT WITH WORK PERFORMED BY OTHER

CONTRACTORS IN THE BUILDING. REFER TO SPECIFICATION SECTION 01 01 00

PARAGRAPHS 1.06.A & 1.06.B.

SECOND FLOOR PLAN

SYSTEM

INPUTS

REQUIRED SYSTEM OUTPUTS

MANUAL FIRE ALARM BOX

SPRINKLER WATERFLOW

MASS NOTIFICATION SYSTEM

INPUT OR ACTUATION OF

LOCAL MICROPHONE

SUPERVISORY

SIGNALS

ALARM SIGNALS

VALVE SUPERVISORY SWITCH

DUCT SMOKE DETECTOR

OPEN CIRCUIT

TROUBLE SIGNALS

CIRCUIT GROUND FAULT

AC POWER FAILURE

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ANNUNCIATION/INDICATION

TRANSMISSION

FIRE/MNS

OPERATIONS

MATRIX

AREA SMOKE DETECTOR

NON-EMERGENCY VOICE PAGE

FROM LOCAL MICROPHONE

A C T U

A T E S

P E A

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OFF PREMISES

SIGNAL

ANCILLARY

FUNCTIONS

ALL AUTOMATIC SPRINKLER SYSTEMS MUST BE EQUIPPED WITH WATER FLOW ALARMS THAT

TRANSMIT A SIGNAL TO THE BASE FIRE DEPARTMENT. QUANTITY AND LOCATIONS OF FLOW

SWITCHES AND ACCOMPANYING SUPERVISED VALVES SHALL BE PER NFPA, UFC, AND IBC AS

A MINIMUM. ADDITIONAL FLOW SWITCHES AND TAMPER SWITCHES SHALL BE PROVIDE

ANNUNCIATION ON A PER FLOOR/PER BUILDING WING LEVEL. REFER TO FIRE OPERATIONS

MATRIX THIS SHEET.

ALL SPRINKLER CONTROL VALVES SHALL BE ELECTRICALLY SUPERVISED BY THE FIRE ALARM

CONTROL PANEL. REFER TO FIRE OPERATIONS MATRIX THIS SHEET.

THE FIRE PROTECTION (SPRINKLER) CONTRACTOR SHALL PROVIDE ALL CONDUIT, WIRE,

CABLE, EQUIPMENT AND ACCESSORIES REQUIRED TO PROVIDE A COMPLETE WORKING

SYSTEM IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, WHETHER SHOWN ON

THE DRAWINGS OR NOT.

23.

24. ALL ELECTRICAL INSTALLATIONS SHALL MEET THE REQUIREMENTS OF THE NATIONAL

ELECTRIC CODE NFPA 70-2008 AND NFPA 72 2010.

NORTH

NORTH

BUILDING CONSTRUCTION IS STEEL REINFORCED CONCRETE FLOORS AND ROOF. EXTERIOR

WALLS ARE CONCRETE BLOCK W/FACE BRICK. INTERIOR WALLS ASSUMED TO BE CONCRETE

BLOCK FLOOR TO DECK.

ORDINARY RATED, QUICK RESPONSE SPRINKLER HEADS SHALL BE USED THROUGHOUT THE

BUILDING, EXCEPT AS NOTED. TEMPERATURE RATING IS 165^F. CEILING AREAS SHALL USE

RECESSED PENDANT SPRINKLER HEADS, WHILE EXPOSED AREAS SHALL USE UPRIGHT SPRINKLER

HEADS.