Drawings_Full_Set.pdf

C-1980

CINCINNATI, OHIO

PREPARED FOR

U.S. ENVIRONMENTAL PROTECTION AGENCY

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

ARCHITECT / M.E.P. ENGINEER:

PREPARED BY

MAY 2015

FINAL CD DOCUMENTS

AWBERC AND THE CHILD CARE CENTER

26 W. MARTIN LUTHER KING DRIVE, CINCINNATI, OHIO 45268

FIRE SAFETY CORRECTIONS PROJECT

TEST & EVALUATION FACILITY

1600 GEST STREET, CINCINNATI, OHIO 45204

CENTER HILL FACILITY

5995 CENTER HILL DRIVE, CINCINNATI, OHIO 45224

AT:

B-2

B-2A

HVAC EQUIP.

MATCHLINE FP-1

MATCHLINE FP-2

MATCHLINE FP-1

MATCHLINE FP-2

1"

1"

1"

1"

1"

1"

1"

1" 1"

1"1"

1"

1"

1"

1"

1" 1"

1"

3"

1" 1"

1"

1"1"1"

1"

1" 1"

1" 1" 1"

1"

1" 1"

1" 1"1"

1"

1"1" 1"

1"

1" 1"

1" 1"

1"1" 1"

1"

1" 1"

1"

1" 1"1"

1" 1"

1"

1" 1"

1"

1"

1"

1"1"

1"1" 1" 1" 1"1"1" 1"

1"

1"1"1"1" 1"

1" 1" 1"

1" 1"

1"1" 1"

1" 1"

1"

1" 1"

1" 1"

1"

1"1"

1"

1" 1"

1" 1" 1"

1" 1" 1" 1"

1" 1" 1"

1"1"1"1"1"1"1"1"1"1"1"1"1"

1"

1"

1"1"

1"

1"1"

1" 1" 1" 1"

1"

1"

1"1"

1" 1"

1"

1"1"

1" 1"

1" 1"

1" 1" 1"

1"

1"1"

1" 1" 1"

1"

1" 1" 1" 1"

1" 1"

1" 1"

1"

1"

1"1"

1"

1"

1" 1"

1"

1"

1-1/4"

1-1/4" 1-1/4"

1-1/4"

1-1/4" 1-1/4"

1-1/4"

1-1/4" 1-1/4"

1-1/4"

1-1/4" 1-1/4"

1-1/4"

1"1"

3" 3"

3" 3"

3" 3"

3" 3"

3"

1- 1/4

1-

1/2

1- 1/4

1-

1/4

1- 1/4

1- 1/4

1-1/4"

1- 1/4

1-

1/2

1"

1- 1/4

1-

1/4

1-1/4"

1- 1/4

" 1- 1/4

1-

1/4

3"

3"3"3"3"3"3"3"3"3"3"3"3"3"3"3"3"

1"1"

2"

1- 1/4

1-

1/4

1- 1/4

1-

1/4

1- 1/4

1-

1/4

1- 1/4

1-

1/4

1- 1/4

1-

1/4

1- 1/4

1-

1/4

1- 1/4

1-

1/4

1- 1/4

1- 1/4

1- 1/4

1-

1/4

1- 1/4

1- 1/4

1- 1/4

1- 1/4

1" 3"3"

1" 1-1/4"1-1/4"

1"

1- 1/2

1- 1/2

1" 1"

1-1/4"

3" 3"

3" 3"

3"

3"3"3" 3"

3"3"3"3"3"3"3"3"3" 3"

1- 1/4

1- 1/4

1- 1/4

1- 1/4

1- 1/4

1- 1/4

1- 1/4

1-

1/4

1- 1/4

1- 1/2

1-1/4"

1-1/4" 1-1/4"

3"3"3"3"3"3"3"3"

3"

1-1/4" 1-1/4"

1" 1-

1/4

1- 1/4

1-1/4"

1-1/2" 2"

1-1/4"1-1/4"1-1/4"1-1/4"1-1/4"1-1/4"1-1/4"1-1/4"

3" 3" 3" 3" 3"

3" 3"

3" 3"

3"

3" 3"

3"

3"

3"

1-1/4" 1-1/2"

1"

1- 1/4

2"

2"

2"2" 2"

1-1/2"

1-1 /4"

1-1/2"

1-1/4"

1"

1"

1-1/2"

1- 1/2

1-1/2"2"

1-1/2" 1-1/4" 1-1/4"

1-1/4"

1-1/4"

3"

1"

1"

1"

1"1"1" 1"

HVAC EQUIP.

1"

1"

2" 2"

2"2"

1- 1/4

1-1/4"

3"3"

3"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3"

1"

3"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

1- 1/2

1-1/4"

HVAC EQUIP.

EXISTING 8" FIRE PUMP

DISCHARGE (SEE DETAIL 1

& 2 ON SHEET FP1.5)

CONTROL VALVE ASSEMBLY

(SEE DETAIL 5 ON SHEET FP1.5)

BELOW

MEZZANINE

HVAC EQUIP.HVAC EQUIP.

HVAC EQUIP.

EXISTING 8" FIRE PUMP

DISCHARGE (SEE DETAIL 1

& 2 ON SHEET FP1.8)

CONTROL VALVE ASSEMBLY

(SEE DETAIL 6 ON SHEET FP1.8)

TAMPER AND CONTROL SWITCHES

PROVIDED AND INSTALLED BY F.P.

CONTRACTOR. FIRE ALARM

CONTRACTOR TO CONNECT AND

WIRE SPRINKLER MONITORING

DEVICES TO MAIN FIRE ALARM

PANEL PER NFPA 72 17 12.

COORDINATE FINAL QUANTITIES

AND LOCATIONS WITH F.P.

CONTRACTOR.

PANEL B2PP1

(EXISTING)

EDGE OF SLAB ABOVE

EDGE OF ROOF STRUCTURE

DRUM DRIP

3"

2"

2"

2" 2"

1"

1"

1-1/4"1-1/2"

1- 1/2

1-1/4"

DRY VALVE RISER

(SEE DETAIL 7 ON

SHEET FP1.8)

EC TO EXTEND 3#12, 3/4"C. FROM

RECEPTACLE TO PANEL B2PP1.

EC TO PROVIDE A NEW SURFACE

MOUNT DEDICATED OUTLET AT

24" AFF WITH COVER PLATE FOR

NEW AIR COMPRESSOR

NEW DRY PIPE SYSTEM AIR

COMPRESSOR. PANEL#B2PP1-5

1"

3"

1"

INSPECTOR'S TEST

CONNECTION

ROUTE OUTSIDE

(SEE DETAIL 10 ON

SHEET FP1.9)

NORTH PART OF B2

FP1.1

AS NOTED

MWW MAY 2015

TATS

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G N

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D

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

FIRE PROTECTION - NORTH PART OF B2

FP1.1

N

50% REVIEW

REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

TATS

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C

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AWBERC

BASE BID

DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION:

ORDINARY HAZARD GROUP II AREA DESIGN DENSITY TO BE .20 GPM /

SQ. FT. OVER 1500 SQ. FT. WITH 250 GPM HOSE ALLOWANCE,

STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 130 SQ. FT.

95% REVIEW

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

INTERMEDIATE TEMPERATURE CLASSIFICATION

WITH A TEMPERATURE RATING OF 200°F MINIMUM.

12/22/14

03/26/15

05/27/15

SPRINKLER CONTRACTOR SHALL

COORDINATE WITH BOILER

REPLACEMENT PROJECT

CONTRACTOR FOR ALL PIPING

AND EQUIPMENT INSTALLED IN

THE SIMILAR AREAS OF WORK.

SPRINKLER CONTRACTOR SHALL

COORDINATE WITH BOILER

REPLACEMENT PROJECT

CONTRACTOR FOR ALL PIPING

AND EQUIPMENT INSTALLED IN

THE SIMILAR AREAS OF WORK.

AREA IS OPEN ABOVE CEILING OF ROOMS BELOW

HVAC EQUIP. TO DECK

MATCHLINE FP-1

MATCHLINE FP-2

MATCHLINE FP-2

1"

1"

1"

1"

1"1" 1" 1" 1"1"1" 1"

1"

1"1"1"1" 1"

1"

1"1"

1" 2" 2"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1" 1"

1"

1"

1"

1"

1"

1"

1"1"

1"

1" 1"

1"1"

1" 1" 1" 1"

1"

1"

1"

1" 1" 1-

1/4

1"

1"

1"

1" 1" 1" 1"1"1"

1"

1"

1" 1" 1"

1- 1/4

1"

1- 1/4

1"

1"

1"

1"

1"

1" 1"

1-1/4"

1-1/4" 1-1/4"

3" 3"3"

3"3"3"3"3"3"3"3" 1-1/4"

1-1/4"

1"

1-1/4"1-1/4"1-1/4"1-1/4"1-1/4"1-1/4"1-1/4"1-1/4"

3" 3"

3" 3"

3" 3"

3"

3"

3" 3"

3" 3" 3" 3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

1"

1"

1"

1"

1"1" 1" 1"

1-1/4" 1-1/4"

1-1/4" 1-1/4"

1-1/4"1-1/4"1-1/4"1-1/4"

1-1/4" 1-1/4"

1-1/4"1-1/4"

1-1/4" 1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4"1-1/4"

1-1/4" 1-1/4" 1-1/4"

1-1/4"

1-1/4"

1-1/4"

1-1/4" 1-1/4"

1-1/4"1-1/4"

1- 1/4

1-

1/4

1"

1"

1"

1"

1- 1/4

1-1/4"

1-1/2"

1- 1/4

2"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3"

1-1/2"

1-1/4"

1- 1/2

1- 1/4

1-

1/4

2"

1-1/4"

1-1/2"

1-1/4"

1-1/2"

1-1/2"

3"3"3"3"3"3"3"3"

3"

1"

1" 1"

3" 3"

3"3"

2" 2"

3"

1-1/4"

2"

1"1"

1" 2"2"

HVAC EQUIP.

HVAC EQUIP.

HVAC EQUIP.

HVAC EQUIP.

CALCULATED REMOTE AREA

FILE NAME: AREA #1

DENSITY: .20

REMOTE AREA SIZE: 1500 sq.ft.

MAX. HEAD SPACING: 130 sq. ft.

HOSE ALLOWANCE: 250 GPM

3" DOWN TO PRE-ACTION RISER

(SEE DETAIL 3 ON SHEET FP1.8)

2" DOWN TO ROOMS BELOW

3" DOWN TO PRE-ACTION RISER

(SEE DETAIL 3 ON SHEET FP1.8)

AREA IS OPEN ABOVE CEILING OF ROOMS BELOW

HVAC EQUIP. TO DECK

HVAC EQUIP.

HVAC EQUIP.

HVAC EQUIP.

HVAC EQUIP.

TAMPER AND CONTROL SWITCHES

PROVIDED AND INSTALLED BY F.P.

CONTRACTOR. FIRE ALARM

CONTRACTOR TO CONNECT AND

WIRE SPRINKLER MONITORING

DEVICES TO MAIN FIRE ALARM

PANEL PER NFPA 72 17 12.

COORDINATE FINAL QUANTITIES

AND LOCATIONS WITH F.P.

CONTRACTOR.

ELECTRIC ROOMS BELOW

UP TO 3" WET MAIN

UP TO 2" WET MAIN

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

2"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3" 3"

3"

1"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4"1-1/4"

1-1/4" 1-1/4"1-1/2" 2"

3"

3"PRE-ACTION RISER

(SEE DETAIL 3 ON SHEET FP1.8)

3"

ELECTRIC ROOMS BELOW

PRE-ACTION RISER

(SEE DETAIL 3 ON SHEET FP1.8)

E.C. SHALL PROVIDE ALL NECESSARY CONDUIT, WIRING,

ETC. FOR CONNECTION OF THE HEAT DETECTORS FOR

THE PRE- ACTIONS SPRINKLER SYSTEM. CONNECT TO

PRE-ACTION RELEASE PANEL AS REQUIRED.

TAMPER AND CONTROL SWITCHES PROVIDED AND

INSTALLED BY F.P. CONTRACTOR. FIRE ALARM

CONTRACTOR TO CONNECT AND WIRE SPRINKLER

MONITORING DEVICES TO MAIN FIRE ALARM PANEL

PER NFPA 72 17 12. COORDINATE FINAL QUANTITIES

AND LOCATIONS WITH F.P. CONTRACTOR.

HEAT DETECTORS

(TYPICAL OF 30)

HEAT DETECTORS

(TYPICAL OF 30)

2" DRAIN TO FLOOR DRAIN

AIR COMPRESSOR FOR DOUBLE

INTERLOCK PRE-ACTION SYSTEM.

PANEL B2PP1

(EXISTING)

USE EXISTING SPARE 20 AMP CIRCUIT BREAKER #1 FOR PRE-ACTION RELEASE

PANEL. REPLACE EXISTING 20 AMP CIRCUIT BREAKER #3 WITH A 30 AMP, 1 POLE

BREAKER FOR NEW PRE-ACTION AIR COMPRESSOR. REPLACE EXISTING 20 AMP

CIRCUIT BREAKER #5 WITH A 30 AMP, 1 POLE BREAKER FOR NEW DRY PIPE

SYSTEM AIR COMPRESSOR. UPDATE PANEL SCHEDULE PLACARD WITH A NEW

TYPED SCHEDULE. ROUTE BRANCH WIRING TO NEW LOADS IN EMT CONDUIT.

B2PP1-1, 48" A.F.F.

EC TO PROVIDE DEDICATED CIRCUIT

TO PRE-ACTION RELEASE PANEL.

EC TO PROVIDE DEDICATED

CIRCUIT TO RECEPTACLE FOR

PRE-ACTION AIR COMPRESSOR.

B2PP1-3, 24" A.F.F.

PROVIDE A RED "MUSHROOM"

BUTTON ON THE WALL TO STOP

THE PRE-ACTION OPERATION.

PROVIDE ENGRAVED LABEL.

1"

SOUTH PART OF B2

FP1.2

AS NOTED

MWW MAY 2015

TATS

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

FIRE PROTECTION - SOUTH PART OF B2

FP1.2

N

REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

TATS

ES

G N

N A

E Y

C

ETINU

V I

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M N

R E

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

FIRE PROTECTION - ELECTRIC ROOMS OF B2

FP1.2

N

AWBERC

BASE BID

DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION:

ORDINARY HAZARD GROUP II AREA DESIGN DENSITY TO BE .20 GPM /

SQ. FT. OVER 1500 SQ. FT. WITH 250 GPM HOSE ALLOWANCE,

STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 130 SQ. FT.

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

INTERMEDIATE TEMPERATURE CLASSIFICATION

WITH A TEMPERATURE RATING OF 200°F MINIMUM.

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

INTERMEDIATE TEMPERATURE CLASSIFICATION

WITH A TEMPERATURE RATING OF 200°F MINIMUM.

50% REVIEW

95% REVIEW

12/22/14

03/26/15

SPRINKLER CONTRACTOR SHALL

COORDINATE WITH BOILER

REPLACEMENT PROJECT

CONTRACTOR FOR ALL PIPING

AND EQUIPMENT INSTALLED IN

THE SIMILAR AREAS OF WORK.

SPRINKLER CONTRACTOR SHALL

COORDINATE WITH BOILER

REPLACEMENT PROJECT

CONTRACTOR FOR ALL PIPING

AND EQUIPMENT INSTALLED IN

THE SIMILAR AREAS OF WORK.

05/27/15

B69

B62

B61

B02

B03

B03A

B52

B52A

B-0

B52B

CONNECT TO

EXISTING 3" MAIN

EXISTING

3" MAIN

1-1/2"

DN

1-1/2"

1" 1"

1"

EXISTING SPRINKLERS TO

REMAIN UNCHANGED

INSTALL PIPING AND UPRIGHT HEADS

BENEATH EQUIPMENT PLATFORM

EXISTING RAISED

EQUIPMENT PLATFORM

1"

NORTH PART OF B1

FP1.3

AS NOTED

MWW MAY 2015

TATS

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

FIRE PROTECTION - NORTH PART OF B1

FP1.3

N

REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

TATS

ES

G N

N A

E Y

C

ETINU

V I

O N

M N

R E

D

O T E C

RL

TA

P

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I OTN

AWBERC

BASE BID

DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION:

ORDINARY HAZARD GROUP II AREA DESIGN DENSITY TO BE .20 GPM /

SQ. FT. OVER 1500 SQ. FT. WITH 250 GPM HOSE ALLOWANCE,

STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 130 SQ. FT.

50% REVIEW

95% REVIEW

12/22/14

03/26/15

NOTE:

INSTALL SPRINKLER HEAD

GUARDS ON ALL SPRINKLER

HEADS IN THIS AREA.

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

ORDINARY TEMPERATURE CLASSIFICATION WITH

A TEMPERATURE RATING OF 155°F MINIMUM.

F.P. CONTRACTOR

SHALL EXTEND PIPING

DOWN TO NEW DRY

PENDENT SPRINKLER

HEAD, WHERE

DEFLECTOR IS BELOW

THE GRATED CEILING.

(TYP. OF 2 PLACES)

375 373 371377379381383385

387A

389391393

392395

387B

ELEVATOR

301B

370372

384386

FREIGHT

321 320

301B

3-D

3-F

3-E

317 316 315 314 313 312

STAIR 2

308A

308B 308D

308C 308E 308G

308R

308H

308F

308J

308K

308M

308L

308V

308P

3-G

308W

308X

3-A

308S

F.P. CONTRACTOR

SHALL EXTEND PIPING

DOWN TO NEW DRY

PENDENT SPRINKLER

HEAD, WHERE

DEFLECTOR IS BELOW

THE GRATED CEILING.

(TYP. OF 2 PLACES)

F.P. CONTRACTOR

SHALL EXTEND PIPING

DOWN TO NEW DRY

PENDENT SPRINKLER

HEAD, WHERE

DEFLECTOR IS BELOW

THE GRATED CEILING.

(TYP. OF 2 PLACES)

F.P. CONTRACTOR

SHALL EXTEND PIPING

DOWN TO NEW DRY

PENDENT SPRINKLER

HEAD, WHERE

DEFLECTOR IS BELOW

THE GRATED CEILING.

(TYP. OF 2 PLACES)

CONSTANT TEMPERATURE ROOMS

FP1.4

AS NOTED

MWW MAY 2015

TATS

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

FIRE PROTECTION - ROOM 361

FP1.4

N

REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

TATS

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G N

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AWBERC

BASE BID

NOT TO SCALE

KEY PLAN

FP1.4

AREA OF

WORK

DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION:

ORDINARY HAZARD GROUP II AREA DESIGN DENSITY TO BE .20 GPM /

SQ. FT. OVER 1500 SQ. FT. WITH 250 GPM HOSE ALLOWANCE,

STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 130 SQ. FT.

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

FIRE PROTECTION - ROOM 463

FP1.4

N

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

FIRE PROTECTION - ROOM 660

FP1.4

N

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

FIRE PROTECTION - ROOM 560

FP1.4

N

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

ORDINARY TEMPERATURE CLASSIFICATION WITH

A TEMPERATURE RATING OF 155°F MINIMUM.

50% REVIEW

95% REVIEW

12/22/14

03/26/15

TRAILER

NEW 4" BULK MAIN INSTALL

ABOVE EXISTING CEILINGS

4"

4"

4" 4"

4"

4"

NEW 4" UNDERGROUND PIPE

UP TO SPRINKLER RISER

(SEE DETAILS 10, 11 & 12

ON SHEET FP1.8)

KIRBY BUILDING

NEW 4" UNDERGROUND PIPE

MINIMUM DEPTH 54"

COORDINATE WITH OTHER UTILITIES

4" DOWN THRU SLAB ON GRADE

(SEE DETAIL 12 ON SHEET FP1.8)

EXISTING FDC

CONNECT TO EXISTING

4" SPRINKLER RISER

(SEE DETAIL 4 ON SHEET FP1.8)

EC SHALL PROVIDE 1" CONDUIT FOR

EXTENSION OF WIRING FOR FIRE ALARM

DEVICES. INSTALL CONDUIT IN SAME

TRENCH AS THE SPRINKLER MAIN BUT

MAINTAIN 12" MINIMUM SPACING FROM

THE WATER PIPING. COORDINATE WITH

FPC.

TAMPER AND CONTROL SWITCHES PROVIDED AND INSTALLED

BY F.P. CONTRACTOR. FIRE ALARM CONTRACTOR TO CONNECT

AND WIRE SPRINKLER MONITORING DEVICES TO MAIN FIRE

ALARM PANEL PER NFPA 72 17 12. COORDINATE FINAL

QUANTITIES AND LOCATIONS WITH F.P. CONTRACTOR.

24" MINIMUM COVER ON 1"

ELECTRICAL UG CONDUIT.

PROVIDE SCH. 40 PVC.

1" CONDUIT UP TO CEILING SPACE

FOR EXTENSION OF FIRE ALARM

SYSTEM WIRING

EXISTING PANEL #1, 200A MCB

EXISTING PANEL #2, 125A MLO

EXISTING MAIN DISCONNECT

EXISTING WATER HEATER

PANEL #2-27/29

NEW AIR COMPRESSOR

PANEL#2-28

EC TO PROVIDE A NEW SURFACE

MOUNT DEDICATED OUTLET AT

24" AFF WITH COVER PLATE FOR

NEW AIR COMPRESSOR

3#12, 3/4" C.

1" C. FOR WIRING TO SPRINKLER

DEVICES AND BACK TO MAIN FIRE

ALARM PANEL. COORDINATE WITH FAC.

EC TO PROVIDE A NEW 30 AMP BREAKER IN PANEL#2

SPACE 28 FOR NEW AIR COMPRESSOR DEDICATED

OUTLET. UPDATE PANEL SCHEDULE PLACARD IN PANEL

DOOR. ROUTE 3#12 WIRES TO RECEPTACLE AND

TERMINATE.

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SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

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CENTER HILL FACILITY - SITE PLAN

FP1.5

AS NOTED

MWW MAY 2015

CENTER HILL FACILITY

BASE BID

EXCAVATION NOTES

1. SAW CUT EXISTING CONCRETE AND ASPHALT.

2. EXCAVATE AND REMOVE SPOILS FROM SITE.

3. BACKFILL AND COMPACT WITH GRANULAR FILL.

4. REPLACE ALL CONCRETE, ASPHALT, CEMENT, LANDSCAPING,

BUSHES, ETC. TO MATCH EXISTING.

5. ALL PIPE AND FITTINGS GALVANIZED SCH 40

SCALE: 1" = 10'-0"

FP1.5

N

50% REVIEW

95% REVIEW

12/22/14

03/26/15

05/27/15

GENERAL NOTES

1. ALL WORK ASSOCIATED WITH THIS BUILDING SHALL BE

PERFORMED DURING EPA NON-BUSINESS HOURS. ALL

AREAS SHALL BE CLEANED BEFORE NEXT EPA

BUSINESS HOURS COMMENCE.

2. CONTRACTOR SHALL PROVIDE A NEW WATER FLOW

TEST FOR THE CENTER HILL FACILITY.

NEW SPRINKLER RISER

(SEE DETAIL 10 & 11 ON

SHEET FP1.8)

1"

1" 1"

INSPECTOR'S TEST CONNECTION

ROUTE OUTSIDE (SEE DETAIL 10

ON SHEET FP1.9)

1"

1"

1"

4"

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

HEAD UNDER DUCT

1-1/2"

1-1/4"

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

HEAD UNDER DUCT

1"

1-1/4" 1-1/4" 1"

1" 1-1/4"

1-1/4"

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

2"

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

1"

1" 1-1/4" 1-1/4"

2"

4"

4" 4"

4"

HEAD UNDER DUCT

1" 1-1/4"

1-1/4"

1"

1-1/2"

4"

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

HEAD UNDER DOOR

1"

4"

4"

DRY PENDENT

ENTRY VESTIBULE TO HAVE A PORTION OF

THE DRYWALL CEILING REMOVED AND

REPLACED TO MATCH THE EXISTING FINISH

TO TRAILER DRY SYSTEM.

SEE SHEET FP1.7 FOR

CONTINUATION.

CALCULATED REMOTE AREA

FILE NAME: EPA - KIRBY

DENSITY: .20 gpm / sq. ft.

REMOTE AREA SIZE: 1500 sq. ft.

MAX. HEAD SPACING: 130 sq. ft.

HOSE ALLOWANCE: 250 GPM

TAMPER AND CONTROL SWITCHES PROVIDED AND INSTALLED

BY F.P. CONTRACTOR. FIRE ALARM CONTRACTOR TO

CONNECT AND WIRE SPRINKLER MONITORING DEVICES TO

MAIN FIRE ALARM PANEL PER NFPA 72 17 12. COORDINATE

FINAL QUANTITIES AND LOCATIONS WITH F.P. CONTRACTOR.

4"

AIR COMPRESSOR FOR

DRY PIPE SYSTEM.

INSTALL PIPE BOLLARDS NEAR SPRINKLER RISER FOR

PROTECTION OF THE SPRINKLER RISER AND DRY PIPE VALVE.

SEE DETAIL 11 ON SHEET FP1.9. (TYPICAL OF 2)

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REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

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CENTER HILL FACILITY - KIRBY LAB - FLOOR PLAN

FP1.6

AS NOTED

MWW MAY 2015

CENTER HILL FACILITY

BASE BID

DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION:

ORDINARY HAZARD GROUP II AREA DESIGN DENSITY TO BE .20 GPM /

SQ. FT. OVER 1500 SQ. FT. WITH 250 GPM HOSE ALLOWANCE,

STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 130 SQ. FT.

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

FIRE PROTECTION - CENTER HILL FACILITY

KIRBY LAB - FLOOR PLAN

FP1.6

N

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

ORDINARY TEMPERATURE CLASSIFICATION WITH

A TEMPERATURE RATING OF 155°F MINIMUM.

50% REVIEW

95% REVIEW

12/22/14

03/26/15

05/27/15

GENERAL NOTES

1. ALL WORK ASSOCIATED WITH THIS BUILDING SHALL BE

PERFORMED DURING EPA NON-BUSINESS HOURS. ALL

AREAS SHALL BE CLEANED BEFORE NEXT EPA

BUSINESS HOURS COMMENCE.

INSPECTOR'S TEST CONNECTION

ROUTE OUTSIDE (SEE DETAIL 10

ON SHEET FP1.9)

1"

1" 1"

1" 1"

1" 1" 1"

1"

1"1"

2"

2"

1"

1"

2" 2"

2" 2"

1"

1"

1"

TO DRY SYSTEM RISER.

FOR CONTINUATION SEE

KIRBY LAB FLOOR PLAN

ON SHEET FP1.6.

ELEVATION APPROX. 10'-6"

ABOVE FINISH GRADE

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REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

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CENTER HILL FACILITY - TRAILER - FLOOR PLAN

FP1.7

AS NOTED

MWW MAY 2015

CENTER HILL FACILITY

BASE BID

DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION:

LIGHT HAZARD AREA DESIGN DENSITY TO BE .10 GPM / SQ. FT.

OVER 1950 SQ. FT. WITH 100 GPM HOSE ALLOWANCE, STANDARD

COVERAGE HEAD SPACING NOT TO EXCEED 225 SQ. FT.

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

FIRE PROTECTION - CENTER HILL FACILITY

TRAILER - FLOOR PLAN

FP1.7

N

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

ORDINARY TEMPERATURE CLASSIFICATION WITH

A TEMPERATURE RATING OF 155°F MINIMUM.

50% REVIEW

95% REVIEW

12/22/14

03/26/15

05/27/15

GENERAL NOTES

1. ALL WORK ASSOCIATED WITH THIS BUILDING SHALL BE

PERFORMED DURING EPA NON-BUSINESS HOURS. ALL

AREAS SHALL BE CLEANED BEFORE NEXT EPA

BUSINESS HOURS COMMENCE.

SYMBOL THREAD K-FACTOR DESCRIPTION NOTE

SPRINKLER HEAD SCHEDULE

1/2" 5.6 QR BRASS UPRIGHT

1/2" 5.6 QR BRASS UPRIGHT BELOW

OBSTRUCTIONS

1/2" 5.6 QR RECESSED PENDENT

1/2" 5.6 QR SIDEWALL

1/2" 5.6 QR DRY SIDEWALL

REMOVE EXISTING

FLEXIBLE PIPE

EXISTING CONCRETE PAD

REMOVE EXISTING

FLEXIBLE PIPE

REMOVE CHECK VALVE

EXISTING OS&Y VALVE

8" WET SUCTION 8" WET DISCHARGE

EXISTING OS&Y VALVE

EXISTING CHANNEL AT SPRINGS

(TYP OF 4) TO REMAIN. PROVIDE

BOLT THRU HOLE IN CHANNEL

AND SECURELY CONNECT INTO

CONCRETE PAD.

8" WET SUCTION

NEW 8" PIPE TO

REPLACE

FLEXIBLE PIPE

EXISTING FIRE PUMP. REMOVE

VIBRATION ISOLATORS AND SET

PUMP INERTIA BASE ON PAD

EXISTING CONCRETE PAD

NEW 8" PIPE TO REPLACE

FLEXIBLE PIPE

NEW ½" OUTLET FOR PUMP SENSING LINE.

RELOCATE SENSING LINE TO NEW

LOCATION.

EXISTING OS&Y VALVE

EXISTING OS&Y VALVE

NEW CHECK VALVE

8" WET DISCHARGE

REMOVE SENSING

LINE FROM CURRENT

LOCATION AND CAP

MAIN TAP.

EXISTING JOCKEY PUMP

REMOVE EXISTING

CHECK VALVE AND

INSTALL NEW 2"

CHECK VALVE

EXISTING 2" OS&Y VALVE

2" JOCKEY PUMP

DISCHARGE

EXISTING 2"

OS&Y VALVE

2" JOCKEY

PUMP SUCTION

3"

3"

DRY SYSTEM CAPACITY

APPROX. 70 GALLONS OF WATER

3"

NOTE:

PRE-ACTION RELEASE PANEL.

120 VOLT POWER BY ELECTRICAL

CONTRACTOR.

TANK MOUNTED AIR COMPRESSOR

10 GALLON TANK MIN.

120 VOLT POWER BY ELECTRICAL

CONTRACTOR.

PIPE STAND

3" GROOVED 90 ELBOW

3" BUTTERFLY VALVE w/

BUILT-IN TAMPER SWITCH

3" PRE-ACTION VALVE

DOUBLE INTERLOCK VALVE

ELECTRIC / PNUEMATIC RELEASE

1" INSPECTOR'S TEST OUTLET

3" FIRELOCK BALL VALVE w/

BUILT-IN TAMPER SWITCH

3" TO PRE-ACTION SYSTEM

FROM WET SPRINKLER SYSTEM

FINISHED FLOOR

PREACTION SYSTEM SHALL BE SIZED PER NFPA 13 (2010) 7.3.2.2, 7.3.2.3.

7.3.2.3.1.1 THE SYSTEM SIZE FOR DOUBLE INTERLOCK PREACTION

SYSTEM NOT MORE THAN 500 gal SHALL BE PERMITTED AND SHALL NOT

BE REQUIRED TO MEET ANY SPECIFIC WATER DELIVERY

REQUIREMENTS TO THE TRIP TEST CONNECTION.

TO SYSTEM FROM AIR

COMPRESSOR

AIR MAINTENANCE DEVICE

TANK MOUNTED

AIR COMPRESSOR

4" BUTTERFLY VALVE

4" RISER DRY VALVE

4" RISER CHECK VALVE

4" BUTTERFLY VALVE

4" LEAD-IN

TO DRY SYSTEM TO WET SYSTEM

FLOW SWITCH

TO DRY PIPE VA.

DRY PIPE AIR LINE TRIM

PRESSURE GAUGE

3/4" RUBBER FACED

CHECK VALVERELIEF VALVE

VALVE

AIR MAINTENANCE DEVICE

6" DRIP LEG WITH

DRAIN VALVE & PLUG

TANK MOUNTED

AIR COMPRESSOR

3/4" CHECK

VALVE

3/4"

GALV.

3/4" GALV. 3/4"

EXISTING CHECK VALVE

EXISTING

CONTROL

VALVE

4" LEAD-IN

NEW 4" SUPPLY TO KIRBY

AND TRAILER BUILDING

TO WET SYSTEM

PIPE STAND

CONNECT TO

EXISTING

FROM WET SPRINKLER SYSTEM

2" GROOVED 90 ELBOW

FINISHED FLOOR

PIPE STAND

2" TO DRY SYSTEM

TO SYSTEM FROM AIR

COMPRESSOR

AIR MAINTENANCE DEVICE

2" DRY VALVE

2" BUTTERFLY VALVE w/

BUILT-IN TAMPER SWITCH

TANK MOUNTED AIR COMPRESSOR

10 GALLON TANK MIN.

DRY SYSTEM CAPACITY

APPROX. 20 GALLONS OF WATER

DRY SYSTEM SHALL BE SIZED PER NFPA 13 (2010) 7.2., 7.2.3.

THE SYSTEM SIZE FOR THE DRY SYSTEM NOT MORE THAN 500 GAL

SHALL BE PERMITTED AND SHALL NOT BE REQUIRED TO MEET ANY

SPECIFIC WATER DELIVERY REQUIREMENTS TO THE TRIP TEST

CONNECTION.

NOTE:

DETAILS

FP1.8

AS NOTED

MWW MAY 2014

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REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

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AWBERC AND CENTER HILL FACILITY

BASE BID

GENERAL NOTES

1. ALL DESIGN, MATERIAL, & INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 2010 DESIGN SPECIFICATIONS AND DRAWINGS, OBC 2011 STATE AND LOCAL BUILDING CODE, NFPA 2010 FIRE CODES, LOCAL FIRE DEPT AND OWNER'S REP.

2. ALL NEW WET PIPE, 2" AND SMALLER TO BE SCH.40 BLACK STEEL. ALL NEW DRY PIPE, 2" AND SMALLER TO BE SCH.40

GALVANIZED. PIPE SLOPE TO BE ½" RISE OVER 10'-0" RUN.

3. ALL NEW WET PIPE, 2½" AND LARGER TO BE SCH.40 BLACK STEEL. ALL NEW DRY PIPE, 2½" AND LARGER TO BE SCH.40

GALVANIZED. PIPE SLOPE TO BE ¼" RISE OVER 10'-0" RUN.

4. END PREPARATION FOR ALL WET PIPE 2" AND SMALLER SHALL BE THREADED WITH CAST IRON FITTINGS. END PREPARATION

FOR ALL DRY PIPE 2" AND SMALLER SHALL BE THREADED WITH GALVANIZED FITTINGS.

5. END PREPARATION FOR ALL WET PIPE 2½" AND LARGER SHALL BE GROOVED WITH GROOVED FITTINGS. END PREPARATION FOR ALL DRY PIPE 2½" AND LARGER SHALL BE GROOVED WITH GALVANIZED GROOVED FITTINGS.

6. PENDENT SPRINKLER HEADS USED IN SUSPENDED CEILING TILE TO BE LOCATED AT CENTER POINTS OF 24" SQUARE TILE AND CENTER AND/OR QUARTER POINTS OF 24" x 48" RECTANGULAR TILE.

7. INSTALL HANGERS ON ALL PIPING OVER 1'-0" IN LENGTH-PRESSURE EXCEEDS 100psi. PROVIDE ADDITIONAL HANGERS AND SUPPORTS THAT MAY BE REQUIRED AS IDENTIFIED IN NFPA 13 PARAGRAPHS 9.2.3.4 AND 9.2.3.5.

8. INSTALL HANGERS ON ALL PIPING OVER 2'-0" IN LENGTH.

9. MAXIMUM DISTANCES FROM CEILING OR UNDERSIDE OF ROOF TO SPRINKLER DEFLECTOR SHALL BE MAINTAINED PER NFPA 13 2010.

10. PROVIDE AUXILIARY DRAINS AT ALL TRAPPED PIPING CONTAINING MORE THE 5 GALLONS OF TRAPPED WATER - DRAIN

ASSEMBLY INSTALLATION, DESIGN, AND SIZE PER NFPA 13 2010.

11. PROVIDE CHROME WALL PLATE ESCUTCHEONS AT ALL EXPOSED WALL PENETRATIONS.

12. HANGER NOTES: (ALSO SEE PIPE HANGER DETAILS):

-HANGER TYPE TO BE INSTALLED SHALL BE SWIVEL RING, BAND TYPE HANGER - SEE HANGER DETAILS.

-ALL THREAD ROD DIAMETER USED FOR PIPE HANGERS SHALL BE PER NFPA 13 2010.

13. ALL CONTROL VALVES SHALL BE FURNISHED WITH SUPERVISORY/TAMPER SWITCH - GENERAL DUTY VALVES SUCH AS DRAIN

AND TEST VALVES SHALL NOT BE SUPERVISED.

14. ALL WET SPRINKLER SYSTEMS SHALL UTILIZE SYSTEM FLOW SWITCHES AND DRY SYSTEMS SHALL USE WATER ALARM

PRESSURE SWITCH AND AIR PRESSURE ALARMS AS APPLICABLE.

15. SPRINKLERS DISCHARGE IS TO BE UNOBSTRUCTED BY STRUCTURAL MEMBERS, HVAC DUCTS, ETC. SPRINKLER PROTECTION

IS REQUIRED BELOW RUNS OF OBSTRUCTIONS IN EXCESS OF 48" WIDE.

16. FIRE DEPARTMENT CONNECTION THREAD TYPE SHALL BE PER RESPONDING AGENCY REQUIREMENTS.

17. PROVIDE SPARE SPRINKLER CABINETS MOUNTED ON WALL NEAR RISERS CONTAINING SPARE HEADS PER NFPA 13 2010.

18. SPRINKLER PIPING SHALL NOT BE ROUTED ABOVE ELECTRICAL PANELS.

19. PIPE ROUTING SHOWN IS DIAGRAMMATIC AND SHALL BE FIELD VERIFIED.

20. COORDINATE ALL PIPING WITH EXISTING CONDITIONS.

21. PIPE SIZES SHOWN ARE DIAGRAMMATIC ONLY. HYDRAULIC CALCULATIONS SHALL BE PERFORMED TO OBTAIN EXACT SIZES

OF PIPE.

22. FURNISH AND INSTALL AUXILIARY DRAINS PER NFPA-13 SECTION 8.16.2.5.

1'- 0"

TO

SPRINKLER SYSTEM

VICTAULIC

"FIRELOCK"

COUPLING

2" DRAIN VALVE

MOUNT ON PIPE SO

ARROW ON SADDLE

POINTS IN DIRECTION

OF WATERFLOW

TIGHTEN NUTS

ALTERNATELY TO AN

EVENTUAL 50FT.-LBS

OF TORQUE.

FROM

UNDERGROUND MAIN

DETAIL - RISER ASSEMBLY

NONE

FP1.8

DETAIL - EXISTING FIRE PUMP AT AWBERC

NONE

DETAIL - REWORKED FIRE PUMP AT AWBERC

NONE

9DETAIL - EXISTING JOCKEY PUMP

NONE

DETAIL - PRE-ACTION SYSTEM AT AWBERC

NONE

FLOW

SWITCH

6DETAIL - CONTROL VALVE

NONE

FROM

SUPPLY

BUTTERFLY VALVE

CHECK VALVE RISER MANIFOLD

W/GAUGE,DRAIN,FLOW SWITCH &

INSPECTORS TEST ASSEMBLY.

TO SYSTEM

NONE

DETAIL - TYPICAL SPRINKLER

HEAD LAYOUT PATTERN

1'- 0"

1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"

DETAIL - UNDERGROUND STUB UP

NONE

THRUST BLOCK

(PER NFPA 24) RESTRAINING JOINT

FITTING PER NFPA 24

U.G. PIPING

CONC. FOOTING

EXT. WALL

SLAB LEVEL

SPIGOT

1'- 0"

STEEL RISER

THRUST BLOCK WIDTH SCHEDULE

FITTING

12" 90° BEND

12" 45° BEND

8" 90° BEND

6" 90° BEND

b = 4'-6" b = 3'-0" b = 3'-0" b = 2'-0"

WIDTH

HORIZONTAL BEARING STRENGTH'S

SOIL

MUCK

SOFT CLAY

SILT

SANDY SILT

SAND

SANDY CLAY

HARD CLAY

LB/FT

BEARING STRENGTH'S

DETAIL - DRY VALVE RISER AT KIRBY LAB

NONE

5DETAIL - TANK MOUNTED AIR COMPRESSOR

NONE

4DETAIL - EXISTING RISER AT CENTER HILL

NONE

7DETAIL - DRY SYSTEM FOR CANOPY AT AWBERC

NONE

FP1.8 FP1.8

FP1.8

FP1.8

FP1.8

FP1.8

FP1.8

FP1.8

FP1.8 FP1.8 FP1.8

NOTES

1. ALL WORK ON FIRE PUMP AND JOCKEY PUMP SHALL BE

PERFORMED DURING EPA NON-BUSINESS HOURS.

2. AFTER ALL WORK ASSOCIATED WITH FIRE PUMP AND JOCKEY

PUMP IS COMPLETE, HAVE PUMP MANUFACTURER PERFORM

A FULL PERFORMANCE TEST OF THE PUMP SYSTEM.

3. CONTRACTOR SHALL PROVIDE A NEW WATER FLOW TEST

FOR THE AWBERC FACILITY.

50% REVIEW

95% REVIEW

12/22/14

DETAILS

FP1.9

AS NOTED

MWW MAY 2015

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REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

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AWBERC AND CENTER HILL FACILITY

BASE BID

1"X 0'-2" NIPPLE

MAIN OR

BRANCHLINE

CEILING

PENDENT W/ ESCT.

1" X 1/2" R.C.

1" X DROP

1" 90 EL.

1" ARMOVER

FP1.9

DETAIL - ARMOVER

NONE

2DETAIL - UPRIGHT SPRINKLER

NONE

UPRIGHT SPRINKLER

DECK OR CEILING

BRANCHLINE PIPE

PE

R

NF

PA

9DETAIL - TRAPEZE HANGER

NONE

BRANCHLINE OR MAIN

BAND HANGER

ATR PER NFPA-13

BEAM CLAMP OR

WELDED ROD

ATR PER NFPA-13

DIAMETER, WALL THICKNESS, AND LENGTH

OF TRAPEZE MEMBER PIPE PER NOTES ON

PLANS (SIZED PER NFPA 13 MODULUS)

TOP BEAM CLAMP PER ATR Ø

BAND HANGER - SIZED

PER TRAPEZE MEMBER

PIPE DIAMETER

BAND HANGER - SIZED

PER TRAPEZE MEMBER

PIPE DIAMETER

STRUCT MEMBER

JOIST OR BEAM

NONE

MAIN OR

BRANCHLINE

RECESSED HORIZONTAL

SIDEWALL W/ ESCT.

4"-12"

DETAIL - BEAM CLAMP HANGER

NONE

BRANCHLINE

OR MAIN

ALL THREAD ROD

BEAM CLAMP

PIPE RING

7DETAIL - DROP IN ANCHOR HANGER

NONE

BRANCHLINE

OR MAIN PIPE RING

ALL THREAD ROD

CONCRETE

FLOOR

DROP IN ANCHOR

HILTI OR EQUAL

DETAIL - INSPECTOR'S TEST

NONE

SPLASH BLOCK

(BY OTHERS)

GALV. 45

DEGREE ELBOW

INSPECTOR'S

TEST VALVE

UNISTRUT PREFER. FROM

REMOTE

BRANCH LINE

DETAIL - BEAM CLAMP HANGER

NONE

BRANCHLINE

OR MAIN PIPE RING

USED AT END OF BRANCHLINE FOR

RESTRAINT FOR PENDENT HEAD ONLY

SURGE SUPRESSOR

OR ROD TIGHT TO

TOP OF PIPE

8DETAIL - DROP IN ANCHOR HANGER

NONE USED AT END OF BRANCHLINE FOR

RESTRAINT FOR PENDENT HEAD ONLY

BRANCHLINE

OR MAIN PIPE RING

ALL THREAD ROD

CONCRETE

FLOOR

DROP IN ANCHOR

HILTI OR EQUAL

SURGE SUPRESSOR

OR ROD TIGHT TO

TOP OF PIPE

ALL THREAD ROD

BEAM CLAMP

BRANCHLINE

OR MAIN PIPE RING

ALL THREAD ROD

"SAMMY" WOOD SCREW

WOOD JOIST

DETAIL - WOOD JOIST HANGER

NONE

DETAIL - HORIZONTAL SIDEWALL SPRINKLER

FP1.9 FP1.9

FP1.9FP1.9FP1.9

FP1.9 FP1.9 FP1.9

FP1.9

DOME TOP OF CONCRETE

4" DIAMETER STEEL PIPE BOLLARD

FILLED WITH CONCRETE, CENTERED

IN CONCRETE FOUNDATION.

12"X12"X1/4" STEEL PLATE. SECURE

PLATE WITH (4) 3/8"X3" CONCRETE

BOLTS EMBEDDED INTO EXISTING

CONCRETE FLOOR.

CONCRETE FOUNDATION.

DETAIL - STEEL PIPE BOLLARD

NONE

FP1.9

4'- 0"

1 1 /2"

50% REVIEW

95% REVIEW

12/22/14

03/26/15

CONTINUOUS WELD

TO CONNECT

BOLLARD TO STEEL

PLATE.

4" 4"

4"

4"

NEW 4" LEAD-IN

(SEE DETAIL 13

ON SHEET FP2.3)

4" MJ 90° ELBOW w/MEGALUGS

AND THRUST BLOCK

CINCINNATI WATER WORKS METER VAULT

PER STANDARD DETAIL - 108-8C

(REFER TO DETAIL 1 ON SHEET FP2.3)

COORDINATE CONNECTION

TO THE WATER MAIN WITH

CINCINNATI WATER WORKS.

(REFER TO DETAIL 1 ON

SHEET FP2.3)

TAMPER AND CONTROL SWITCHES PROVIDED AND

INSTALLED BY F.P. CONTRACTOR. FIRE ALARM

CONTRACTOR TO CONNECT AND WIRE SPRINKLER

MONITORING DEVICES TO MAIN FIRE ALARM PANEL PER

NFPA 72 17 12. COORDINATE FINAL QUANTITIES AND

LOCATIONS WITH F.P. CONTRACTOR.

FIRE ALARM CONTRACTOR

(FAC) TO CONNECT EXTERIOR

POST INDICATOR VALVE TO THE

FIRE ALARM SYSTEM. FAC TO

COORDINATE RACEWAY

REQUIREMENTS WITH EC AND

FINAL PIV LOCATION WITH FPC.

EC SHALL PROVIDE (2) 1" UG CONDUITS.

(1) FOR EXTENSION OF WIRING FOR FIRE

ALARM DEVICES AND (1) FOR POWER TO

SUMP PUMP. INSTALL CONDUITS IN

SAME TRENCH AS THE SPRINKLER MAIN

BUT MAINTAIN 12" MINIMUM SPACING

FROM WATER PIPING. COORDINATE

WITH FPC.

ELECTRIC CONTRACTOR (EC)

TO PROVIDE 120 V. POWER FOR

SUMP PUMP IN PIT.

COORDINATE LOCATION OF

OUTLET WITH FPC.

24" MINIMUM COVER ON (2) 1"

ELECTRICAL UG CONDUITS.

PROVIDE SCH. 40 PVC.

RECEPTACLE FOR WATER METER PIT SUMP

PUMP MUST BE SINGLE (FOR 1 PLUG ONLY)

NON-GFCI RECEPTACLE.

MECH. RM

CONTRACTOR SHALL CORE-DRILL

THROUGH EXISTING CONCRETE

AND ADD SLEEVE FOR PIPING AS

REQUIRED. VERIFY SITE

CONDITIONS PRIOR TO

EXCAVATION.

EXISTING PANEL "A", 225A MLO

EXISTING PANEL "B", 225A MLO

EXISTING 400 AMP MAIN

A-12

EC TO USE EXISTING 20 AMP SPARE BREAKER

#12 IN PANEL "A" FOR SUMP PUMP RECEPTACLE

IN WATER METER VAULT. UPDATE PANEL

SCHEDULE PLACARD IN PANEL DOOR. ROUTE

3#12 WIRES TO METER VAULT AND TERMINATE.

1" C. TO SPRINKLER DEVICES AND FIRE ALARM

PANEL. COORDINATE WITH FAC.

ACCESS TO DRIVEWAY

MUST BE MAINTAINED

DURING CHILD CARE

CENTER BUSINESS

HOURS.

EXISTING 4" UG SERVICE

LATERAL FROM DUKE

ENERGY POLE

PIPE BOLLARD. SEE

DETAIL 16 ON SHEET

FP2.3. (TYPICAL OF 3)

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SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

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CHILD CARE CENTER - SITE PLAN

FP2.1

AS NOTED

MWW MAY 2015

SCALE: 1" = 10'-0"

FP2.1

N

AWBERC - CHILD CARE CENTER

BID OPTION 1

GENERAL NOTES

1. ALL DESIGN, MATERIAL, & INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA #24.

2. ALL PIPING PRIOR TO THE PIT TO BE CLASS 55 (CWW STAMPED).

3. ALL PIPING AFTER THE PIT TO BE D.I. 52 PIPE.

4. ALL FITTINGS TO BE MECHANICAL JOINT.

5. FIRE DEPARTMENT CONNECTION AND POST INDICATOR VALVE ON METER PIT.

6. SPRINKLER SYSTEM SUPERVISED BY CENTRAL MONITORING SYSTEM (BY OTHERS).

7. INSTALL (2) 1" CONDUITS FROM BUILDING TO CONCRETE METER VAULT - (BY OTHERS).

8. ALL WORK ASSOCIATED WITH THIS BUILDING SHALL BE PERFORMED DURING EPA

NON-BUSINESS HOURS. ALL AREAS SHALL BE CLEANED BEFORE NEXT EPA BUSINESS

HOURS COMMENCE.

EXCAVATION NOTES

1. SAW CUT EXISTING CONCRETE AND ASPHALT.

2. EXCAVATE AND REMOVE SPOILS FROM SITE.

3. BACKFILL AND COMPACT WITH GRANULAR FILL.

4. REPLACE ALL CONCRETE, ASPHALT, CEMENT, LANDSCAPING,

BUSHES, ETC. TO MATCH EXISTING.

HAMILTON COUNTY ENGINEERS

SPECIAL PROVISIONS / TRAFFIC NOTES

1. ALL CONSTRUCTION MUST CONFORM TO: " DRIVEWAY REGULATIONS AND PAVEMENT

AND/OR RIGHT-OF-WAY OPENING PROVISIONS FOR THE UNINCORPORATED AREA OF

HAMILTON COUNTY AS ACCEPTED BY THE BOARD OF HAMILTON COUNTY

COMMISSIONERS " WITH SUPPLEMENTS.

2. THE OWNER SHALL SAVE HARMLESS THE BOARD OF COUNTY COMMISSIONERS AND

ALL ITS REPRESENTATION FROM ITS SUITS, ACTIONS, OR CLAIMS OF ANY CHARACTER

BROUGHT ON ACCOUNT OF ANY INJURIES OR DAMAGES SUSTAINED BY ANY PERSON

OR PERSONS OR PROPERTY IN CONSEQUENCE OF THIS CONSTRUCTION PROJECT.

ITEM 614 - MAINTAINING TRAFFIC

1. ALL PAVEMENTS AND/OR RIGHT-OF-WAY OPENINGS MUST CONFORM TO THE CURRENT

ADDITION OF THE STATE OF OHIO DEPARTMENT OF HIGHWAY CONSTRUCTION AND

MATERIAL SPECIFICATIONS, WITH SUPPLEMENTS OR CHANGES THERETO. ALSO, THE

FIRE PROTECTION CONTRACTOR ASSUMES ALL RESPONSIBILITIES AND LIABILITIES

REGARDING STRICT ADHERENCE TO APPLICABLE SECTIONS FOR THE MAINTENANCE

AND TRAFFIC AND PUBLIC SAFETY AS SET FORTH IN THE "OHIO MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES FOR STREET AN D HIGHWAYS." ALL TRAFFIC CONTROL

DEVICES MUST BE IN PLACE PRIOR TO STARTING CONSTRUCTION.

WATER SUPPLY

STATIC - 107 PSI

RESIDUAL - 100 PSI

FLOW - 1520 GPM

NOTE: CONTRACTOR SHALL PROVIDE A NEW WATER FLOW TEST.

50% REVIEW

95% REVIEW

12/22/14

INFANTS

STORAGE

KITCHEN

LAUNDRY

TOILET

PRESCHOOL

TOILET

TODDLERS

JAN.

CLOS.

TOILET

CORRIDOR

CONF. RM.

VESTIBULE

MECH. RM

DIRECTOR

1"

1-1/4"

1"

2- 1/2

2-

1/2

2- 1/2

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

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

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

1"

1" 1"

1"

1"

1"

1"

1"

1"

1"

1- 1/4

1-

1/4

1" 1"

1"1" 1" 1"

1"

1"

1"

1" 1"

1" 1"

1" 1"

1" 1"

1"

1- 1/4

1- 1/4

1- 1/4

1- 1/4

1"

1- 1/4

1"

1"

1- 1/4

1-

1/4

1- 1/4

1-

1/4

1- 1/4

1- 1/4

1"

1" 1" 1"

1"

1-1/4"

1- 1/4

1-

1/4

1- 1/4

1"

1" 1"

1" 1"

1"

INSPECTOR'S TEST CONNECTION

ROUTE OUTSIDE (SEE DETAIL 14

ON SHEET FP2.3)

NEW SPRINKLER RISER

(SEE DETAIL 12 ON SHEET FP2.3)

COORDINATE W/ EXISTING

ELECTRIC PANELS

200° SIDEWALL

AT TOP OF

SKYLIGHT

200° SIDEWALL

AT TOP OF

SKYLIGHT

CALCULATED REMOTE AREA

FILE NAME: CHILD CARE CENTER

DENSITY: .10 gpm / sq. ft.

REMOTE AREA SIZE: 1110 sq. ft.

MAX. HEAD SPACING: 225 sq. ft.

HOSE ALLOWANCE: 100 GPM

1"

1"

1"

1"

2-1/2"

1" 1"

1"

1"

1"

1"

1"

1"

1" 1"

1"

1"

TAMPER AND CONTROL SWITCHES PROVIDED AND

INSTALLED BY F.P. CONTRACTOR. FIRE ALARM

CONTRACTOR TO CONNECT AND WIRE SPRINKLER

MONITORING DEVICES TO MAIN FIRE ALARM PANEL

PER NFPA 72 17 12. COORDINATE FINAL QUANTITIES

AND LOCATIONS WITH F.P. CONTRACTOR.

EC SHALL PROVIDE (2) 1" CONDUITS FOR EXTENSION OF WIRING FOR

FIRE ALARM DEVICES AND POWER FOR SUMP PUMP. INSTALL

CONDUITS IN SAME TRENCH AS THE SPRINKLER MAIN. COORDINATE

WITH FPC. REFER TO DRAWING FP2.1 FOR TRENCH LOCATION

2-1/2"

1" 1"

1"

1"

1"

1"

1"

2-1/2"

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REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

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CHILD CARE CENTER - FLOOR PLAN

FP2.2

AS NOTED

MWW MAY 2015

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

FP2.2

N

AWBERC - CHILD CARE CENTER

BID OPTION 1

DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION:

LIGHT HAZARD AREA DESIGN DENSITY TO BE .10 GPM / SQ. FT.

OVER 1500 SQ. FT. WITH 100 GPM HOSE ALLOWANCE, STANDARD

COVERAGE HEAD SPACING NOT TO EXCEED 225 SQ. FT.

GENERAL NOTES

1. REMOVE LIMITED AREA SPRINKLER SYSTEM IN ITS ENTIRETY. CAP THE MAIN IN

MECHANICAL ROOM 102.

2. THE FOLLOWING ROOMS TO HAVE A PORTION OF THE DRYWALL CEILING REMOVED

AND REPLACED TO MATCH THE EXISTING FINISH:

VESTIBULE 101

KITCHEN 104

STORAGE 105

TOILET 106

JANITOR CLOSET 107

LAUNDRY 108

TOILET 109

TOILET 112

CORRIDOR 116

3. ALL WORK ASSOCIATED WITH CHILD CARE CENTER SHALL BE PERFORMED DURING

EPA NON-BUSINESS HOURS. ALL AREAS SHALL BE CLEANED AND PLACED IN NORMAL

OPERATION BY THE BEGINNING OF THE BUSINESS DAY.

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

ORDINARY TEMPERATURE CLASSIFICATION WITH

A TEMPERATURE RATING OF 155°F MINIMUM.

50% REVIEW

95% REVIEW

12/22/14

1/2" 5.6 QR BRASS UPRIGHT

1/2" 5.6 QR RECESSED PENDENT

1/2" 5.6 QR SIDEWALL

1/2" 5.6 DRY SIDEWALL

AMES 3000SS WITH 1"

METER BY-PASS TRIM

CHECK VALVE.

REFER TO DETAIL

15 ON THIS SHEET.

RED. FLANGED TEE

FLOW

TO SYSTEM

MI

N.

B

UR

Y

4" S

CH

ED

G

AL

V.

(T -T

REMOVABLE LADDER

" M

IN

FLOW

BRANCH FROM MAIN TO

PROPERTY LINE INSTALLED

BY WATER WORKS

EXISTING WATER MAIN

CURB BOX

PROPERTY LINE

FIRE DEPARTMENT CONNECTION

5"x4" STORZ CONNECTION WITH

30° BODY AND 5" STORZ CAP.

INSTALLATION NOTE:

INSTALL FIRE DEPARTMENT CONNECTION

BELOW THE OPERATING NUT OF THE

YARD POST INDICATOR.

8"

8" 8"

6"

OS&Y GATE VALVE

" M

IN

.3'-0" FLANGED SPIGOT

DETAILS

FP2.3

AS NOTED

MWW MAY 2015

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SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

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AWBERC - CHILD CARE CENTER

BID OPTION 1

GENERAL NOTES

1. ALL DESIGN, MATERIAL, & INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 2010 DESIGN SPECIFICATIONS AND DRAWINGS, STATE AND LOCAL BUILDING/FIRE CODES, LOCAL FIRE DEPT AND

OWNER'S REP.

2. ALL NEW PIPE, 2" AND SMALLER TO BE SCH.40 BLACK STEEL.

3. ALL NEW PIPE, 2½" AND LARGER TO BE SCH.40 BLACK STEEL.

4. END PREPARATION FOR ALL PIPE 2" AND SMALLER SHALL BE THREADED WITH CAST IRON FITTINGS.

5. END PREPARATION FOR ALL PIPE 2½" AND LARGER SHALL BE GROOVED WITH GROOVED FITTINGS.

6. PENDENT SPRINKLER HEADS USED IN SUSPENDED CEILING TILE TO BE LOCATED AT CENTER POINTS OF 24" SQUARE TILE AND CENTER AND/OR QUARTER POINTS OF 24" x 48" RECTANGULAR TILE.

7. INSTALL HANGERS ON ALL PIPING OVER 1'-0" IN LENGTH-PRESSURE EXCEEDS 100psi.

8. INSTALL HANGERS ON ALL PIPING OVER 2'-0" IN LENGTH.

9. MAXIMUM DISTANCES FROM CEILING OR UNDERSIDE OF ROOF TO SPRINKLER DEFLECTOR SHALL BE

MAINTAINED PER NFPA 13 2010.

10. PROVIDE AUXILIARY DRAINS AT ALL TRAPPED PIPING CONTAINING MORE THE 5 GALLONS OF TRAPPED

WATER - DRAIN ASSEMBLY INSTALLATION, DESIGN, AND SIZE PER NFPA 13 2010.

11. PROVIDE CHROME WALL PLATE ESCUTCHEONS AT ALL EXPOSED WALL PENETRATIONS.

12. HANGER NOTES: (ALSO SEE PIPE HANGER DETAILS):

-HANGER TYPE TO BE INSTALLED SHALL BE SWIVEL RING, BAND TYPE HANGER - SEE HANGER DETAILS.

-ALL THREAD ROD DIAMETER USED FOR PIPE HANGERS SHALL BE PER NFPA 13 2010.

13. ALL CONTROL VALVES SHALL BE FURNISHED WITH SUPERVISORY/TAMPER SWITCH - GENERAL DUTY

VALVES SUCH AS DRAIN AND TEST VALVES SHALL NOT BE SUPERVISED.

14. ALL WET SPRINKLER SYSTEMS SHALL UTILIZE SYSTEM FLOW SWITCHES AND DRY SYSTEMS SHALL USE

WATER ALARM PRESSURE SWITCH AND AIR PRESSURE ALARMS AS APPLICABLE.

15. SPRINKLERS DISCHARGE IS TO BE UNOBSTRUCTED BY STRUCTURAL MEMBERS, HVAC DUCTS, ETC.

SPRINKLER PROTECTION IS REQUIRED BELOW RUNS OF OBSTRUCTIONS IN EXCESS OF 48" WIDE.

16. FIRE DEPARTMENT CONNECTION THREAD TYPE SHALL BE PER RESPONDING AGENCY REQUIREMENTS.

17. PROVIDE SPARE SPRINKLER CABINETS MOUNTED ON WALL NEAR RISERS CONTAINING SPARE HEADS PER

NFPA 13 2010.

18. SPRINKLER PIPING SHALL NOT BE ROUTED ABOVE ELECTRICAL PANELS.

19. PIPE ROUTING SHOWN IS DIAGRAMMATIC AND SHALL BE FIELD VERIFIED.

20. COORDINATE ALL PIPING WITH EXISTING CONDITIONS.

21. PIPE SIZES SHOWN ARE DIAGRAMMATIC ONLY. HYDRAULIC CALCULATIONS SHALL BE PERFORMED TO

OBTAIN EXACT SIZES OF PIPE.

22. FURNISH AND INSTALL AUXILIARY DRAINS PER NFPA-13 SECTION 8.16.2.5.

1'- 0"

TO

SPRINKLER SYSTEM

VICTAULIC

"FIRELOCK"

COUPLING

2" DRAIN VALVE

MOUNT ON PIPE SO

ARROW ON SADDLE

POINTS IN DIRECTION

OF WATERFLOW

TIGHTEN NUTS

ALTERNATELY TO AN

EVENTUAL 50FT.-LBS

OF TORQUE.

FROM

UNDERGROUND MAIN

FP2.3

DETAIL - RISER ASSEMBLY

NONE

FP2.3

DETAIL - CONCRETE METER VAULT

NONE

(OUTSIDE AMR DOUBLE CHECK DETECTOR VALVE SETTING)

REFER TO G.C.W.W. STANDARD DRAWING 108-8C,

1"X 0'-2" NIPPLE

MAIN OR

BRANCHLINE

CEILING

PENDENT W/ ESCT.

1" X 1/2" R.C.

1" X DROP

1" 90 EL.

1" ARMOVER

FP2.3

DETAIL - ARMOVER

NONE

FLOW

SWITCH

FP2.3

DETAIL - CONTROL VALVE

NONE

FROM SUPPLY

BUTTERFLY VALVE

CHECK VALVE RISER MANIFOLD

W/GAUGE,DRAIN,FLOW SWITCH &

INSPECTORS TEST ASSEMBLY.

TO SYSTEM

FP2.3

DETAIL - UPRIGHT SPRINKLER

NONE

UPRIGHT SPRINKLER

DECK OR CEILING

BRANCHLINE PIPE

PE

R

NF

PA

FP2.3

DETAIL - TRAPEZE HANGER

NONE

BRANCHLINE OR MAIN

BAND HANGER

ATR PER NFPA-13

BEAM CLAMP OR

WELDED ROD

ATR PER NFPA-13

DIAMETER, WALL THICKNESS, AND LENGTH

OF TRAPEZE MEMBER PIPE PER NOTES ON

PLANS (SIZED PER NFPA 13 MODULUS)

TOP BEAM CLAMP PER ATR Ø

BAND HANGER - SIZED

PER TRAPEZE MEMBER

PIPE DIAMETER

BAND HANGER - SIZED

PER TRAPEZE MEMBER

PIPE DIAMETER

STRUCT MEMBER

JOIST OR BEAM

FP2.3

NONE

MAIN OR

BRANCHLINE

RECESSED HORIZONTAL

SIDEWALL W/ ESCT.

4"-12"

FP2.3

DETAIL - BEAM CLAMP HANGER

NONE

BRANCHLINE

OR MAIN

ALL THREAD ROD

BEAM CLAMP

PIPE RING

FP2.3

DETAIL - DROP IN ANCHOR HANGER

NONE

BRANCHLINE

OR MAIN PIPE RING

ALL THREAD ROD

CONCRETE

FLOOR

DROP IN ANCHOR

HILTI OR EQUAL

FP2.3

DETAIL - INSPECTOR'S TEST

NONE

SPLASH BLOCK

(BY OTHERS)

GALV. 45

DEGREE ELBOW

INSPECTOR'S

TEST VALVE

UNISTRUT PREFER. FROM

REMOTE

BRANCH LINE

FP2.3

DETAIL - BEAM CLAMP HANGER

NONE

BRANCHLINE

OR MAIN PIPE RING

USED AT END OF BRANCHLINE FOR

RESTRAINT FOR PENDENT HEAD ONLY

SURGE SUPRESSOR

OR ROD TIGHT TO

TOP OF PIPE

FP2.3

DETAIL - DROP IN ANCHOR HANGER

NONE USED AT END OF BRANCHLINE FOR

RESTRAINT FOR PENDENT HEAD ONLY

BRANCHLINE

OR MAIN PIPE RING

ALL THREAD ROD

CONCRETE

FLOOR

DROP IN ANCHOR

HILTI OR EQUAL

SURGE SUPRESSOR

OR ROD TIGHT TO

TOP OF PIPE

FP2.3

NONE

DETAIL - TYPICAL SPRINKLER

HEAD LAYOUT PATTERN

1'- 0"

1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"ALL THREAD ROD

BEAM CLAMP

FP2.3

DETAIL - UNDERGROUND STUB UP

NONE

THRUST BLOCK

(PER NFPA 24) RESTRAINING JOINT

FITTING PER NFPA 24

U.G. PIPING

CONC. FOOTING

EXT. WALL

SLAB LEVEL

SPIGOT

1'- 0"

STEEL RISER

THRUST BLOCK WIDTH SCHEDULE

FITTING

12" 90° BEND

12" 45° BEND

8" 90° BEND

6" 90° BEND

b = 4'-6" b = 3'-0" b = 3'-0" b = 2'-0"

WIDTH

HORIZONTAL BEARING STRENGTH'S

SOIL

MUCK

SOFT CLAY

SILT

SANDY SILT

SAND

SANDY CLAY

HARD CLAY

LB/FT

BEARING STRENGTH'S

DETAIL - HORIZONTAL

SIDEWALL SPRINKLER

FP2.3

NONE

DETAIL - ELEVATION VIEW OF FIRE

DEPARTMENT CONNECTION

50% REVIEW

95% REVIEW

12/22/14

03/26/15

DOME TOP OF CONCRETE

4" DIAMETER STEEL PIPE BOLLARD

FILLED WITH CONCRETE, CENTERED

IN CONCRETE FOUNDATION.

SLOPE TOP OF CONCRETE

FOR DRAINAGE.

PAVEMENT.

CONCRETE FOUNDATION.

16DETAIL - STEEL PIPE BOLLARD

NONE

FP2.3

6" 4'-

0" 4'-

0" 1 1

/2"

DN

1"

1"

1"

1"

1"

1"

1" 1-

1/4

1- 1/4

1-

1/2

1- 1/2

CONNECT TO EXISTING 4" MAIN

UP EXISTING 4" MAIN

FLOOR DRAINS

FLOOR DRAINS

LABORATORY AREA

MECHANICAL ROOM

DN

1"

1"

1"

1"

1"

1"

1" 1-

1/4

1- 1/4

1- 1/2

1- 1/2

CONNECT TO EXISTING 4" MAIN

UP EXISTING 4" MAIN

CONNECT TO EXISTING 4" MAIN

EXISTING 4" MAIN

SHOP AND STORAGE

FIRE PUMP ROOM

STAIR #2

CYLINDER STORAGE

WET CHEMICAL STORAGEE

DRY CHEMICAL STORAGE

CORRIDOR

LOADING DOCK

DO

CK

LE

VE

LE

R

COMBINED INSTRUMENT SHOP &

SMALL EQUIPMENT STORAGE

WET LABORATORY (NFTS)

COMBINED WET LABORATORY

SHOWER

SHOWER

WOMEN'S

LOCKER

ROOM

TOILET

TOILET

GREEN HOUSE

CORRIDOR

BREAK ROOM

FLOOR DRAINS

FLOOR DRAINS

OVERHEAD ROLLING DOOR

OVERHEAD ROLLING DOOR OVERHEAD

ROLLING DOOR EXISTING LOUVER

FLOOR DRAINS

MEN'S

LOCKER

ROOM

1" 1" 1" 1"

1- 1/4

1- 1/4

1- 1/4

1- 1/4

1-

1/4

1- 1/4

1- 1/4

1- 1/4

1- 1/4

2-1/2"

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

1- 1/4

2-1/2"

2- 1/2

2-1/2"

EXISTING 4" MAIN

CONNECT TO EXISTING 4" MAIN

UP

1- 1/2

1-

1/2

1-1/2"

DN

1- 1/2

UP

1-1/2" 1-1/4" 1"

PIPE EXPOSED BELOW CEILING

200° SPRINKLERS IN THIS AREA

STAIR #1

FLOOR DRAINS

EXISTING 6" MAIN DN.

T&E FACILITY - ENVIRONMENTAL CHAMBERS PLAN

FP3.1

AS NOTED

MWW MAY 2015

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

FIRE PROTECTION - T&E FACILITY

ENVIRONMENTAL CHAMBERS AREA

FP3.1

N

REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

TATS

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NOT TO SCALE

KEY PLAN

FP3.1

ENVIRONMENTAL

CHAMBER

AREA

ELEVATED

PLATFORM

AREA

BREAK ROOM

AREA

BID OPTION 2

T&E FACILITY

DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION:

ORDINARY HAZARD GROUP II AREA DESIGN DENSITY TO BE .20 GPM /

SQ. FT. OVER 1500 SQ. FT. WITH 250 GPM HOSE ALLOWANCE,

STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 130 SQ. FT.

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

ORDINARY TEMPERATURE CLASSIFICATION WITH

A TEMPERATURE RATING OF 155°F MINIMUM.

50% REVIEW

95% REVIEW

12/22/14

LABORATORY AREA

MECHANICAL ROOM

DN

1"

1"

1"

1"

1"

1"

1" 1-

1/4

1- 1/4

1- 1/2

1- 1/2

CONNECT TO EXISTING 4" MAIN

UP EXISTING 4" MAIN

CONNECT TO EXISTING 4" MAIN

EXISTING 4" MAIN

SHOP AND STORAGE

FIRE PUMP ROOM

STAIR #2

CYLINDER STORAGE

WET CHEMICAL STORAGEE

DRY CHEMICAL STORAGE

CORRIDOR

LOADING DOCK

DO

CK

LE

VE

LE

R

COMBINED INSTRUMENT SHOP &

SMALL EQUIPMENT STORAGE

WET LABORATORY (NFTS)

COMBINED WET LABORATORY

SHOWER

SHOWER

WOMEN'S

LOCKER

ROOM

TOILET

TOILET

GREEN HOUSE

CORRIDOR

BREAK ROOM

FLOOR DRAINS

FLOOR DRAINS

OVERHEAD ROLLING DOOR

OVERHEAD ROLLING DOOR OVERHEAD

ROLLING DOOR EXISTING LOUVER

FLOOR DRAINS

MEN'S

LOCKER

ROOM

1" 1" 1" 1"

1- 1/4

1- 1/4

1- 1/4

1- 1/4

1-

1/4

1- 1/4

1- 1/4

1- 1/4

1- 1/4

2-1/2"

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

1- 1/4

2-1/2"

2- 1/2

2-1/2"

EXISTING 4" MAIN

CONNECT TO EXISTING 4" MAIN

UP

1- 1/2

1-

1/2

1-1/2"

DN

1- 1/2

UP

1-1/2" 1-1/4" 1"

PIPE EXPOSED BELOW CEILING

200° SPRINKLERS IN THIS AREA

STAIR #1

FLOOR DRAINS

EXISTING 6" MAIN DN.

LABORATORY AREA

CONNECT TO EXISTING 4" MAIN

EXISTING 4" MAIN

1" 1" 1" 1"

1- 1/4

1- 1/4

1- 1/4

1- 1/4

1-

1/4

1- 1/4

1- 1/4

1- 1/4

1- 1/4

2-1/2"

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

1- 1/4

2-1/2"

2- 1/2

2-1/2"

FLOOR DRAINS

T&E FACILITY - ELEVATED PLATFORM PLAN

FP3.2

AS NOTED

MWW MAY 2015

TATS

ES

G N

N A

E Y

C

ETINU

V I

O N

M N

R E

D

O T E C

RL

TA

P

E

I OTN

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

FIRE PROTECTION - T&E FACILITY

ELEVATED PLATFORM AREA

FP3.2

N

REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

TATS

ES

G N

N A

E Y

C

ETINU

V I

O N

M N

R E

D

O T E C

RL

TA

P

E

I OTN

NOT TO SCALE

KEY PLAN

FP3.2

ENVIRONMENTAL

CHAMBER

AREA

ELEVATED

PLATFORM

AREA

BREAK ROOM

AREA

BID OPTION 2

T&E FACILITY

DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION:

ORDINARY HAZARD GROUP II AREA DESIGN DENSITY TO BE .20 GPM /

SQ. FT. OVER 1500 SQ. FT. WITH 250 GPM HOSE ALLOWANCE,

STANDARD COVERAGE HEAD SPACING NOT TO EXCEED 130 SQ. FT.

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

ORDINARY TEMPERATURE CLASSIFICATION WITH

A TEMPERATURE RATING OF 155°F MINIMUM.

NOTE:

INSTALL SPRINKLER HEAD

GUARDS ON ALL SPRINKLER

HEADS IN THIS AREA.

50% REVIEW

95% REVIEW

12/22/14

LABORATORY AREA

MECHANICAL ROOM

DN

1"

1"

1"

1"

1"

1"

1" 1-

1/4

1- 1/4

1- 1/2

1- 1/2

CONNECT TO EXISTING 4" MAIN

UP EXISTING 4" MAIN

CONNECT TO EXISTING 4" MAIN

EXISTING 4" MAIN

SHOP AND STORAGE

FIRE PUMP ROOM

STAIR #2

CYLINDER STORAGE

WET CHEMICAL STORAGEE

DRY CHEMICAL STORAGE

CORRIDOR

LOADING DOCK

DO

CK

LE

VE

LE

R

COMBINED INSTRUMENT SHOP &

SMALL EQUIPMENT STORAGE

WET LABORATORY (NFTS)

COMBINED WET LABORATORY

SHOWER

SHOWER

WOMEN'S

LOCKER

ROOM

TOILET

TOILET

GREEN HOUSE

CORRIDOR

BREAK ROOM

FLOOR DRAINS

FLOOR DRAINS

OVERHEAD ROLLING DOOR

OVERHEAD ROLLING DOOR OVERHEAD

ROLLING DOOR EXISTING LOUVER

FLOOR DRAINS

MEN'S

LOCKER

ROOM

1" 1" 1" 1"

1- 1/4

1- 1/4

1- 1/4

1- 1/4

1-

1/4

1- 1/4

1- 1/4

1- 1/4

1- 1/4

2-1/2"

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

1- 1/4

2-1/2"

2- 1/2

2-1/2"

EXISTING 4" MAIN

CONNECT TO EXISTING 4" MAIN

UP

1- 1/2

1-

1/2

1-1/2"

DN

1- 1/2

UP

1-1/2" 1-1/4" 1"

PIPE EXPOSED BELOW CEILING

200° SPRINKLERS IN THIS AREA

STAIR #1

FLOOR DRAINS

EXISTING 6" MAIN DN.

WET LABORATORY (NFTS)

COMBINED WET LABORATORY

SHOWER

SHOWER

WOMEN'S

LOCKER

ROOM

TOILET

TOILET

GREEN HOUSE

CORRIDOR

BREAK ROOM

EXISTING LOUVER

FLOOR DRAINS

MEN'S

LOCKER

ROOM

EXISTING 4" MAIN

CONNECT TO EXISTING 4" MAIN

UP

1- 1/2

1-

1/2

1-1/2"

DN

1- 1/2

UP

1-1/2" 1-1/4" 1"

PIPE EXPOSED BELOW CEILING

200° SPRINKLERS IN THIS AREA

STAIR #1

EXISTING 6" MAIN DN.

T&E FACILITY - BREAK ROOM PLAN

FP3.3

AS NOTED

MWW MAY 2015

TATS

ES

G N

N A

E Y

C

ETINU

V I

O N

M N

R E

D

O T E C

RL

TA

P

E

I OTN

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

FIRE PROTECTION - T&E FACILITY

BREAK ROOM AREA

FP3.3

N

REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

TATS

ES

G N

N A

E Y

C

ETINU

V I

O N

M N

R E

D

O T E C

RL

TA

P

E

I OTN

NOT TO SCALE

KEY PLAN

FP3.3

ENVIRONMENTAL

CHAMBER

AREA

ELEVATED

PLATFORM

AREA

BREAK ROOM

AREA

BID OPTION 2

T&E FACILITY

DESIGN CRITERIA AND OCCUPANCY CLASSIFICATION:

LIGHT HAZARD AREA DESIGN DENSITY TO BE .10 GPM / SQ. FT.

OVER 1500 SQ. FT. WITH 100 GPM HOSE ALLOWANCE, STANDARD

COVERAGE HEAD SPACING NOT TO EXCEED 225 SQ. FT.

NOTE:

ALL SPRINKLER HEADS IN THIS AREA SHALL BE

ORDINARY TEMPERATURE CLASSIFICATION WITH

A TEMPERATURE RATING OF 155°F MINIMUM.

50% REVIEW

95% REVIEW

12/22/14

1/2" 5.6 QR BRASS UPRIGHT

1/2" 5.6 QR PENDENT

DETAILS

FP3.4

AS NOTED

MWW MAY 2015

TATS

ES

G N

N A

E Y

C

ETINU

V I

O N

M N

R E

D

O T E C

RL

TA

P

E

I OTN

REVISIONS

SHEET

DATEDRAWNSCALE COMM. NO.

PREPARED BY

PREPARED FOR

ARCHITECTURE ENGINEERING INTERIOR DESIGN PLANNING

C

ENVIROMENTAL PROTECTION AGENCY

UNITED STATES

CINCINNATI, OH

CINCINNATI, OHIO

FIRE SAFETY CORRECTIONS PROJECT

C-1980

TATS

ES

G N

N A

E Y

C

ETINU

V I

O N

M N

R E

D

O T E C

RL

TA

P

E

I OTN

BID OPTION 2

T&E FACILITY

GENERAL NOTES

1. ALL DESIGN, MATERIAL, & INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13 2010 DESIGN SPECIFICATIONS AND DRAWINGS, STATE AND LOCAL BUILDING/FIRE CODES, LOCAL FIRE DEPT AND

OWNER'S REP.

2. ALL NEW PIPE, 2" AND SMALLER TO BE SCH.40 BLACK STEEL.

3. ALL NEW PIPE, 2½" AND LARGER TO BE SCH.40 BLACK STEEL.

4. END PREPARATION FOR ALL PIPE 2" AND SMALLER SHALL BE THREADED WITH CAST IRON FITTINGS.

5. END PREPARATION FOR ALL PIPE 2½" AND LARGER SHALL BE GROOVED WITH GROOVED FITTINGS.

6. PENDENT SPRINKLER HEADS USED IN SUSPENDED CEILING TILE TO BE LOCATED AT CENTER POINTS OF 24" SQUARE TILE AND CENTER AND/OR QUARTER POINTS OF 24" x 48" RECTANGULAR TILE.

7. INSTALL HANGERS ON ALL PIPING OVER 1'-0" IN LENGTH-PRESSURE EXCEEDS 100psi.

8. INSTALL HANGERS ON ALL PIPING OVER 2'-0" IN LENGTH.

9. MAXIMUM DISTANCES FROM CEILING OR UNDERSIDE OF ROOF TO SPRINKLER DEFLECTOR SHALL BE

MAINTAINED PER NFPA 13 2010.

10. PROVIDE AUXILIARY DRAINS AT ALL TRAPPED PIPING CONTAINING MORE THE 5 GALLONS OF TRAPPED

WATER - DRAIN ASSEMBLY INSTALLATION, DESIGN, AND SIZE PER NFPA 13 2010.

11. PROVIDE CHROME WALL PLATE ESCUTCHEONS AT ALL EXPOSED WALL PENETRATIONS.

12. HANGER NOTES: (ALSO SEE PIPE HANGER DETAILS):

-HANGER TYPE TO BE INSTALLED SHALL BE SWIVEL RING, BAND TYPE HANGER - SEE HANGER DETAILS.

-ALL THREAD ROD DIAMETER USED FOR PIPE HANGERS SHALL BE PER NFPA 13 2010.

13. ALL CONTROL VALVES SHALL BE FURNISHED WITH SUPERVISORY/TAMPER SWITCH - GENERAL DUTY

VALVES SUCH AS DRAIN AND TEST VALVES SHALL NOT BE SUPERVISED.

14. ALL WET SPRINKLER SYSTEMS SHALL UTILIZE SYSTEM FLOW SWITCHES AND DRY SYSTEMS SHALL USE

WATER ALARM PRESSURE SWITCH AND AIR PRESSURE ALARMS AS APPLICABLE.

15. SPRINKLERS DISCHARGE IS TO BE UNOBSTRUCTED BY STRUCTURAL MEMBERS, HVAC DUCTS, ETC.

SPRINKLER PROTECTION IS REQUIRED BELOW RUNS OF OBSTRUCTIONS IN EXCESS OF 48" WIDE.

16. FIRE DEPARTMENT CONNECTION THREAD TYPE SHALL BE PER RESPONDING AGENCY REQUIREMENTS.

17. PROVIDE SPARE SPRINKLER CABINETS MOUNTED ON WALL NEAR RISERS CONTAINING SPARE HEADS PER

NFPA 13 2010.

18. SPRINKLER PIPING SHALL NOT BE ROUTED ABOVE ELECTRICAL PANELS.

19. PIPE ROUTING SHOWN IS DIAGRAMMATIC AND SHALL BE FIELD VERIFIED.

20. COORDINATE ALL PIPING WITH EXISTING CONDITIONS.

21. PIPE SIZES SHOWN ARE DIAGRAMMATIC ONLY. HYDRAULIC CALCULATIONS SHALL BE PERFORMED TO

OBTAIN EXACT SIZES OF PIPE.

22. FURNISH AND INSTALL AUXILIARY DRAINS PER NFPA-13 SECTION 8.16.2.5.

3DETAIL - BEAM CLAMP HANGER

NONE

BRANCHLINE

OR MAIN

ALL THREAD ROD

BEAM CLAMP

PIPE RING

4DETAIL - DROP IN ANCHOR HANGER

NONE

BRANCHLINE

OR MAIN PIPE RING

ALL THREAD ROD

CONCRETE

FLOOR

DROP IN ANCHOR

HILTI OR EQUAL

2DETAIL - UPRIGHT SPRINKLER

NONE

UPRIGHT SPRINKLER

DECK OR CEILING

BRANCHLINE PIPE

PE

R

NF

PA

UPRIGHT

SPRINKLER

BRANCHLINE

OR MAIN

" M

AX

ROOF DECKSTEEL JOISTS

FP3.4

DETAIL - UPRIGHT SPRINKLER

NONE

FP3.4

FP3.4 FP3.4

50% REVIEW

95% REVIEW

12/22/14