FireSprinkler-_F0.1_F9.1.pdf

SEISMIC BRACING REQUIREMENTS

EARTHQUAKE PROTECTION NOTES:

A. ALL EARTHQUAKE BRACING TO BE IN ACCORDANCE WITH NFPA-13 2007 OR CURRENT EDITION APPROVED BY

LOCAL AHJ.

B. LISTED FLEXIBLE COUPLINGS SHALL ONLY BE INSTALLED WHERE REQUIRED BY NFPA-13.

C. FLEXIBLE COUPLINGS SHALL BE LOCATED IN ACCORDANCE WITH NFPA-13 AS FOLLOWS:

1. WITHIN 24" FROM THE TOP AND BOTTOM OF ALL RISERS.

2. WITHIN 12" ABOVE AND 24" BELOW FLOORS IN MULTISTORY BUILDINGS.

3. WITHIN 1' OF ALL CONCRETE AND MASONRY WALL PENETRATIONS UNLESS CLEARANCE IS PROVIDED BY

SECTION 9.3.4.

4. WITHIN 24" OF BUILDING EXPANSION JOINTS.

5. WITHIN 24" OF THE TOP OF DROPS EXCEEDING 15' IN LENGTH TO PORTIONS OF SYSTEMS SUPPLYING MORE

THAN ONE SPRINKLER, REGARDLESS OF SIZE

6. ABOVE AND BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR OTHER VERTICAL PIPE.

1. CLEARANCE SHALL BE PROVIDED AROUND ALL PIPING EXTENDING THROUGH WALLS, FLOORS, PLATFORMS, AND FOUNDATIONS, INCLUDING DRAINS, FDCS, AND OTHER AUXILIARY PIPING PER SECTION 9.3.4 OR FLEXIBLE

COUPLINGS SHALL BE PROVIDED.

2. LONGITUDINAL SWAY BRACING SPACED AT A MAXIMUM OF 80 FEET SHALL BE PROVIDED FOR FEED AND CROSS

MAINS AND NOT MORE THAN 40 FEET FROM THE END.

3. TOPS OF RISERS OVER 3 FEET SHALL BE SECURED AGAINST DRIFTING IN ANY DIRECTION USING A 4-WAY

BRACE.

4. LATERAL SWAY BRACING SPACED AT A MAXIMUM OF 40 FEET SHALL BE PROVIDED FOR FEED AND CROSS

MAINS.

5. BRACING SHALL BE ATTACHED DIRECTLY TO FEED AND CROSS MAINS.

6. THE LAST LENGTH OF PIPE AT THE END OF FEED OR CROSS MAINS SHALL BE PROVIDED WITH A LATERAL

BRACE. LATERAL BRACES SHALL BE ALLOWED TO ACT AS A LONGITUDINAL BRACE IF THEY ARE WITHIN 24" OF

THE CENTERLINE OF THE PIPING BRACED.

7. SWAY BRACING IS NOT REQUIRED FOR BRANCH LINES 2" AND SMALLER.

8. THE END SPRINKLER ON EACH BRANCH LINE SHALL BE RESTRAINED AGAINST EXCESSIVE MOVEMENT BY

APPROVED MEANS.

9. C-TYPE CLAMPS (INCLUDING BEAM AND LARGE FLANGE CLAMPS) WITH OR WITHOUT RETAINING STRAPS, SHALL

NOT BE USED TO ATTACH BRACES TO THE BUILDING STRUCTURE.

10. ALL BEAM HANGERS SHALL BE EQUIPPED WITH RETAINER STRAPS.

GENERAL NOTES:

A. SUBMIT ALL SHOP DRAWINGS TO LOCAL AUTHORITY HAVING JURISDICTION (AHJ) AND RECEIVE APPROVAL PRIOR

TO STARTING CONSTRUCTION.

B. COORDINATE ALL PIPING WITH OTHER TRADES PRIOR TO STARTING CONSTRUCTION.

C. ALL MATERIALS & INSTALLATIONS OF THIS AUTOMATIC FIRE SPRINKLER SYSTEM TO CONFORM TO NFPA 13 & 14

(2007 EDITION) OR CURRENT EDITION APPROVED BY LOCAL AHJ.

D. UNDERGROUND PIPING TO BE PROVIDED BY OTHERS. TEST AND FLUSHING CERTIFICATION TO BE PROVIDED

BEFORE FPS IS TO CONNECT TO ANY PIPING.

E. FIRE PROTECTION CONTRACTOR (FPC) WILL PROVIDE A RELIABLE MODEL A4 SPARE HEAD CABINET WITH A

MINIMUM OF EACH TYPE OF SPRINKLER HEAD USED PER NFPA 13. WITH THE APPROPRIATE HEAD WRENCH FOR

EACH HEAD USED AS OUTLINED IN THE SPRINKLER HEAD LEGEND.

F. IT IS THE OWNERS RESPONSIBILITY TO PROVIDE ADEQUATE HEAT.

G. DRAINS WILL BE PROVIDED IN ACCORDANCE WITH NFPA 13. FPS DRAINS TO BE PIPED TO OUTSIDE OR AS

INDICATED ON DRAWINGS.

H. ALL SYSTEM PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI OR AT 50 PSI ABOVE THE SYSTEM

OPERATING PRESSURE, WHICHEVER IS GREATER.

I. ALL ELECTRICAL WIRING, CONDUIT, DETECTION, AND ALARM/CONTROL PANELS TO BE DONE BY ELECTRICAL

CONTRACTOR. TAMPER AND FLOW SWITCHES SHALL BE BY FPC.

J. PIPE SIZING PER HYDRAULIC CALCULATIONS.

K. MAIN PIPING 2-1/2" - 4" TO BE ANSI/ASTM A-795, EITHER SCHEDULE 40 BLACK SPRINKLER PIPING WITH THREADED

ENDS AND ANVIL CAST IRON FITTINGS, OR GROOVED ENDS AND VICTAULIC GROOVED COUPLINGS AND FITTINGS

(UNLESS SHOWN OTHERWISE).

L. BRANCH LINE PIPING 2" AND SMALLER TO BE ANSI/ASTM A-795, EITHER SCHEDULE 40 BLACK SPRINKLER PIPING

WITH THREADED ENDS AND ANVIL CAST IRON FITTINGS, OR GROOVED ENDS AND VICTAULIC GROOVED FITTINGS.

M. ALL GROOVED COUPLINGS TO BE "VICTAULIC" #005 ZERO-FLEX RIDGED COUPLINGS AND "VICTAULIC" #075 FLEX

COUPLINGS.

N. FPC TO START WORK AT POINT 1'-0" ABOVE FINISHED FLOOR.

O. SPRINKLER HEADS IN AREAS WITH DROPPED CEILINGS TO BE WHITE CONCEALERS NOT REQUIRED TO BE

INSTALLED IN CENTER OF CEILING TILES.

P. SPRINKLER HEADS IN AREAS EXPOSED TO THE DECK TO BE UPRIGHT HEADS.

Q. CUTTING, PATCHING, AND RESTORATION OF FLOORS, WALLS, AND CEILING TO BE DONE BY FPC.

R. SIGNS, HYDRAULIC PLACARDS AND SYSTEM INFORMATION DISPLAYS PROVIDED BY FPS WILL BE MANUFACTURED

BY FPPI INC.

S. FIRE STOPPING USED WILL BE HILTI FS-ONE

T. REFER TO ARCHITECTURAL PLANS FOR SECTION VIEWS OF BUILDINGS.

U. REFER TO ARCHITECTURAL CEILING PLAN FOR EXISTING HISTORICAL CEILINGS TO REMAIN.

V. COORDINATE ALL CONCRETE PENETRATIONS WITH STRUCTURAL DRAWINGS TO VERIFY HOW AND WHERE

CONCRETE CAN BE CUT.

W. COORDINATE REMOVAL OF PIPING WITH ASBESTOS ABATEMENT CONTRACTOR.

X. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS TO

ENSURE THAT HVAC AND LIGHT FIXTURES DON’T CONFLICT WITH SPRINKLERS.

Y. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS SO THAT SPRINKLER HEADS DON’T RUIN THE CEILING

AESTHETICS

FIRE SPRINKLER CONTRACTOR SHALL ORDER A HYDRANT

FLOW TEST PRIOR TO DESIGN TO VERIFY PRESSURE.

STATIC PRESSURE HAS BEEN MEASURED AT 78 PSI ON THE

12 INCH WATER LINE IN THE STREET. SEE FIGURE BELOW.

HYDRANT FLOW TEST

REFER TO STRUCTURAL SPECIFICATIONS FOR SEISMIC

DESIGN REQUIREMENTS.

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A R C H I T E C T U R E

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

PROJECT #

ISSUE DATE

REVISIONS

13104.10 05.18.15

2014 MORRISON-MAIERLE, INC.

WHWH

DF DF

STAIR

RESTROOM

MECH / ELECT

TELE/DATA

ELEV

MACHINE

ELEVATOR

VESTIBULE VESTIBULE

001.1

001.3

UP UP

UP

DOWN

17"

DOWN

17"

DOWN

17"

DOWN

17"

UP UP

UP

UP

003.1

ELECTRICAL

UP

002.1

004.1

008.1

STAIR

MECH / ELECT

EXISTING FIRE

SPRINKLER

RISER

HYDRAULIC DESIGN AREA

ALLOWABLE DESIGN: MECHANICAL ROOM

ORDINARY HAZARD (GROUP I): 0.15 GPM/1500 SF

COMBINED INSIDE - OUTSIDE HOSE ALLOWANCE:

250 GPM@60-90 MIN.

SYSTEM TYPE: WET

EXISTING WET FIRE SPRINKLER MAIN

EXISTING DRY FIRE SPRINKLER MAIN

FIRE RISER

LOCATION (E)

FIRE RISER

LOCATION (E)

FIRE RISER

LOCATION (E)

EXISTING FIRE

DEPARTMENT

CONNECTION.

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

FIRE RISER

LOCATION (E)

FIRE RISER

LOCATION (E)

APPROXIMATE EXTENT OF FUTURE

WORK. COORD. AND PROVIDE

PROVISIONS FOR FUTURE

EXPANSION WITHIN PHASE 2 WORK.

CAPPED FOR

FUTURE

EXTENSION

APPROXIMATE EXTENT OF FUTURE

WORK. COORD. AND PROVIDE

PROVISIONS FOR FUTURE

EXPANSION WITHIN PHASE 2 WORK.

APPROXIMATE EXTENT OF FUTURE

WORK. COORD. AND PROVIDE

PROVISIONS FOR FUTURE

EXPANSION WITHIN PHASE 2 WORK.

WET SYSTEM - LIGHT HAZARD

0.10 GPM/1500 SF

COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.

WET SYSTEM - ORDINARY HAZARD

0.10 GPM/1500 SF

COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.

DRY OR GLYCOL SPRINKLERS

(REQUIRED IN UNCONDITIONED SPACES SUCH AS

ATTICS AND EXTERIOR OVERHANGS

CONSTRUCTED OF COMBUSTIBLE MATERIALS)

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USFS BUILDING 26 - BASEMENT FIRE PR0TECTION PLAN 16

F2.0 : F2.0 1/8" = 1'-0"

NORTH

F2.0

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A R C H I T E C T U R E

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

PROJECT #

ISSUE DATE

REVISIONS

13104.10 05.18.15

2014 MORRISON-MAIERLE, INC.

1. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE WITH

MECHANICAL AND ELECTRICAL CONTRACTORS TO ENSURE THAT

HVAC AND LIGHT FIXTURES DON’T CONFLICT WITH SPRINKLERS.

2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS SO THAT

SPRINKLER HEADS DON’T RUIN THE CEILING AESTHETICS

(TYPICAL ALL SPACES). PROVIDE SIDEWALL HEADS OR ROUTE

PIPING IN JOIST SPACE AS NECESSARY. COORDINATE WITH

GENERAL CONTRACTOR.

3. EXISTING PLASTER CEILINGS TO REMAIN IN MANY LOCATION

UNDER NEW GYP CEILING. COORDINATE WITH ARCHITECTURAL

REFLECTED CEILING PLAN AND ARCHITECTURAL DEMO PLANS.

COORDINATE WITH GENERAL CONTRACTOR AND OTHER TRADES

TO MINIMIZED PLASTER DAMAGE SO THAT NEW CEILING CAN BE

SECURED AGAINST EXISTING CEILING.

4. THESE CONSTRUCTION DOCUMENTS ARE LIMITED TO THE

IDENTIFIED CONSTRUCTION AREA. THE FIRE SPRINKLER SYSTEM

TO BE INSTALLED FOR THIS PHASE SHALL PROVIDE FULL

COVERAGE IN ACCORDANCE WITH NFPA 13 REQUIREMENTS BUT IS

TO BE LIMITED TO THE PLAN AREAS IDENTIFIED. NOTE THAT SOME

OF THE WORK REQ'D FOR THIS PHASE OF CONSTRUCTION

EXTENDS INTO FUTURE AREAS. COORD. W/ GEN. CONT'R.

5. THE FIRE SPRINKLER WATER SERVICE, RISER, BACKFLOW AND

OTHER PRIMARY EQUIPMENT WERE INSTALLED IN THE FIRST

PHASE OF CONSTRUCTION AND WERE BE DESIGNED FOR THE

ENTIRE BUILDING (ALL PHASES). THE DESIGN THIS PHASE SHALL

CONSIDER EASE OF EXPANSION INTO FUTURE CONSTRUCTION

PHASES.

6. ALL FIRE PROTECTION WORK SHALL BE APPROVED BY THE AHJ

(FIRE MARSHALL) PRIOR TO THE STARTING OF ANY PLANNING,

DESIGN AND/OR CONSTRUCTION.

GENERAL NOTES:

FIRE PROTECTION SYSTEM LEGEND:

CONF/

NURSE

CONFERENCE

OFFICE

125OFFICE

OPEN

OFFICE

OPEN

OFFICE

ENTRY

HALL

RECEPTION

BREAK

PRIVATE

OFFICE

HR

JANITOR

WOMENS

RESTROOM

MENS

RESTROOM

EXECUTIVE

ASSISTANT

(2 STAFF)

REGIONAL

FORESTER

DEPUTY

REGIONAL

FORESTER

DEPUTY

REGIONAL

FORESTER

COFFEE / PRINT

115LARGE

CONFERENCE

TELE/DATA

PRINT / COPY / FAX

CONFERENCE

ENTRY

ELEVATOR

A

PORCH

STAIR

PORCH

DOWN DOWN

DOWN DOWN

DOWNDOWN

UP UP

RAMP

DOWN

RAMP

DOWN

RAMP

DOWN

DOWN DOWN

UP

CONFERENCE

UP

DEMO

TEMP DOOR

AND

WALL

OFFICE

OFFICE

OFFICE

OPEN

OFFICE

OPEN

OFFICE

OFFICE

OFFICE

OPEN

OFFICE

CONFERENCE

STAIR

PORCH

CARD

READER

SALVAGE

HARDWARE,

RE-USE DOOR &

HINGES, NEW

HARDWARE

(N) FE CAB

1008.1.8 DOOR

ARRANGEMENT:

SPACE BETWEEN TWO

DOORS IN A SERIES SHALL

BE 48" MIN. PLUS THE

WIDTH OF A DOOR

SWINGING INTO THE

SPACE. DOORS IN A

SERIES SHALL SWING

EITHER IN THE SAME

DIRECTION OR AWAY

FROM THE SPACE

BETWEEN THE DOORS.

CARD READER,

NO HOLD OPENS

SALVAGE

HARDWARE,

RE-USE DOOR &

HINGES, NEW

HARDWARE

SALVAGE

HARDWARE,

RE-USE DOOR &

HINGES, NEW

HARDWARE

SMALL

CONFERENCE

PRIVATE

OFFICE

HR

CONFERENCE

OFFICE

125OFFICE

OPEN

OFFICE

(12 STAFF)

OPEN

OFFICE

(16 STAFF)

ENTRY

HALL

RECEPTION

(2 STAFF)

BREAK

PRIVATE

OFFICE

JANITOR

WOMENS

RESTROOM

MENS

RESTROOM

EXECUTIVE

ASSISTANT

(2 STAFF)

REGIONAL

FORESTER

DEPUTY

REGIONAL

FORESTER

DEPUTY

REGIONAL

FORESTER

COFFEE / PRINT

115LARGE

CONFERENCE

TELE/DATA

PRINT / COPY / FAX

CONFERENCE

ENTRY

ELEVATOR

A

PORCH

STAIR

PORCH

DOWN DOWN

DOWN DOWN

DOWNDOWN

UP UP

RAMP

DOWN

RAMP

DOWN

RAMP

DOWN

DOWN DOWN

UP

CONFERENCE

UP

(E)

SWR

HYDRAULIC DESIGN AREA

ALLOWABLE DESIGN: GENERAL OFFICE SPACE

LIGHT HAZARD: 0.10 GPM/1500 SF

COMBINED INSIDE - OUTSIDE HOSE ALLOWANCE:

250 GPM@60-90 MIN.

SYSTEM TYPE: WET

EXISTING

PLASTER

CEILINGS

APPROXIMATE

CONSTRUCTION

AREA OF WORK

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

FIRE RISER

LOCATION (E)

FIRE RISER

LOCATION (E)

CAPPED FOR

FUTURE

DRY FIRE RISER

LOCATION (E) UP

TO SECOND

FLOOR

FIRE RISER

LOCATION (E)

DRY UP TO

ATTIC

D R

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S

Y S

T E

M

D R

Y

S

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T E

M

CAPPED DRY

FOR FUTURE

PHASE

WET UP TO

2ND FLOOR

DRY SYSTEM

DRY UP TO

2ND FLOOR

WET CONTINUED

UP TO 2ND FLOOR

CONTINUE FIRE RISER

FROM EXISTING

LOCATION BELOW

A D E F G H KCB J

WET SYSTEM - LIGHT HAZARD

0.10 GPM/1500 SF

COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.

WET SYSTEM - ORDINARY HAZARD

0.10 GPM/1500 SF

COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.

DRY OR GLYCOL SPRINKLERS

(REQUIRED IN UNCONDITIONED SPACES SUCH AS

ATTICS AND EXTERIOR OVERHANGS

CONSTRUCTED OF COMBUSTIBLE MATERIALS)

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F2.1 : F2.1 1/8" = 1'-0"

NORTH

F2.1

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A R C H I T E C T U R E

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

PROJECT #

ISSUE DATE

REVISIONS

13104.10 05.18.15

2014 MORRISON-MAIERLE, INC.

1. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE WITH

MECHANICAL AND ELECTRICAL CONTRACTORS TO ENSURE THAT

HVAC AND LIGHT FIXTURES DON’T CONFLICT WITH SPRINKLERS.

2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS SO THAT

SPRINKLER HEADS DON’T RUIN THE CEILING AESTHETICS

(TYPICAL ALL SPACES). PROVIDE SIDEWALL HEADS OR ROUTE

PIPING IN JOIST SPACE AS NECESSARY. COORDINATE WITH

GENERAL CONTRACTOR.

3. EXISTING PLASTER CEILINGS TO REMAIN IN MANY LOCATION

UNDER NEW GYP CEILING. COORDINATE WITH ARCHITECTURAL

REFLECTED CEILING PLAN AND ARCHITECTURAL DEMO PLANS.

COORDINATE WITH GENERAL CONTRACTOR AND OTHER TRADES

TO MINIMIZED PLASTER DAMAGE SO THAT NEW CEILING CAN BE

SECURED AGAINST EXISTING CEILING.

4. THESE CONSTRUCTION DOCUMENTS ARE LIMITED TO THE

IDENTIFIED CONSTRUCTION AREA. THE FIRE SPRINKLER SYSTEM

TO BE INSTALLED FOR THIS PHASE SHALL PROVIDE FULL

COVERAGE IN ACCORDANCE WITH NFPA 13 REQUIREMENTS BUT IS

TO BE LIMITED TO THE PLAN AREAS IDENTIFIED. NOTE THAT SOME

OF THE WORK REQ'D FOR THIS PHASE OF CONSTRUCTION

EXTENDS INTO FUTURE AREAS. COORD. W/ GEN. CONT'R.

5. THE FIRE SPRINKLER WATER SERVICE, RISER, BACKFLOW AND

OTHER PRIMARY EQUIPMENT WERE INSTALLED IN THE FIRST

PHASE OF CONSTRUCTION AND WERE BE DESIGNED FOR THE

ENTIRE BUILDING (ALL PHASES). THE DESIGN THIS PHASE SHALL

CONSIDER EASE OF EXPANSION INTO FUTURE CONSTRUCTION

PHASES.

6. ALL FIRE PROTECTION WORK SHALL BE APPROVED BY THE AHJ

(FIRE MARSHALL) PRIOR TO THE STARTING OF ANY PLANNING,

DESIGN AND/OR CONSTRUCTION.

OFFICE

170 SF

OFFICE

173 SF

OFFICE

170 SF

SMALL

CONFERENCE

105 SF

SMALL

CONFERENCE

145 SF

OPEN

OFFICE

OPEN

OFFICE

STAIR

ELEVATOR

A

PORCH

PORCH

DOWNDOWN

DOWN

DOWNDOWN

DOWNDOWN

DOWNDOWN

DOWN

TELE/DATA

211JANITOR

SMALL

CONFERENCE

105 SF

DOWN

(E)

SWR

(N)

FSR

BOILER

VENT

BOILER

VENT

R

R

R

R R

12"Ø

EXHAUST

12"Ø

EXHAUST

6"Ø 8"Ø

WOMENS

RR

180 SF

MENS

RR

165 SF

OFFICE

S&PF

150 SF

(N)

FSR R R R

DOWN

OFFICE

HR

150 SF

OPEN

OFFICE

FIRE

(10 CUBI, 1 TELE)

LARGE

CONFERENCE

ADMIN

465 SF

CONFERENCE

OGC

260 SF

OPEN

OFFICE

OGC

(2 CUBI)

OFFICE

OGC

150 SF

OFFICE

OGC

150 SF

OFFICE

OGC

155 SF

OFFICE

OGC

225 SF

OFFICE

OGC

150 SF

OFFICE

OGC

150 SF

OFFICE

OGC

150 SF

FILES

OGC

OFFICE

FIRE

140 SF

CONFERENCE

155 SF

OFFICE

FIRE

140 SF

STAIR

PORCH

PLOT

HALL

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

SMALL

CONFERENCE

SMALL

CONFERENCE

OPEN

OFFICE

(23 STAFF)

OPEN

OFFICE

(22 STAFF)

STAIR

ELEVATOR

A

209.1

207.1

206.2

201.1

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202.1 203.1 204.1

PORCH

PORCH

DOWNDOWN

DOWN

DOWNDOWN

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DOWN

DOWNDOWN

DOWN

TELE/DATA

211ELECTRICAL

SMALL

CONFERENCE

205.1

211.1

DOWN

206.1

(E)

SWR

(N)

FSR

BOILER

VENT

BOILER

VENT

R

R

R

R R

12"Ø

EXHAUST

12"Ø

EXHAUST

6"Ø 8"Ø

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

HYDRAULIC DESIGN AREA

ALLOWABLE DESIGN: GENERAL OFFICE SPACE

LIGHT HAZARD: 0.10 GPM/1500 SF

COMBINED INSIDE - OUTSIDE HOSE ALLOWANCE:

250 GPM@60-90 MIN.

SYSTEM TYPE: WET

HYDRAULIC DESIGN AREA

ALLOWABLE DESIGN: EXTERIOR CANOPY

LIGHT HAZARD: 0.10 GPM/1500 SF

COMBINED INSIDE/OUTSIDE HOSE ALLOWANCE:

250 GPM@60-90 MIN.

SYSTEM TYPE: DRY

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

NEW RISER

CONTINUED

FROM RISER

BELOW.

FIRE RISER

LOCATION (E)

DRY FIRE RISER

LOCATION (E)

FIRE RISER

LOCATION (E)

DRY FIRE RISER

(E) UP TO ATTIC

D R

Y

S

Y S

T E

M

DRY SYSTEM

UP FROM

2ND FLOOR

UP FROM

2ND FLOOR

IN WALL

A D E F G H KCB JA D E F G H KCB J

WET SYSTEM - LIGHT HAZARD

0.10 GPM/1500 SF

COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.

WET SYSTEM - ORDINARY HAZARD

0.10 GPM/1500 SF

COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.

DRY OR GLYCOL SPRINKLERS

(REQUIRED IN UNCONDITIONED SPACES SUCH AS

ATTICS AND EXTERIOR OVERHANGS

CONSTRUCTED OF COMBUSTIBLE MATERIALS)

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USFS BUILDING 26 - SECOND FLOOR FIRE PROTECTION PLAN 16

F2.2 : F2.2 1/8" = 1'-0"

NORTH

F2.2

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IC

E www.aearchitects.com

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D R

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A R C H I T E C T U R E

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

PROJECT #

ISSUE DATE

REVISIONS

13104.10 05.18.15

2014 MORRISON-MAIERLE, INC.

1. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE WITH

MECHANICAL AND ELECTRICAL CONTRACTORS TO ENSURE THAT

HVAC AND LIGHT FIXTURES DON’T CONFLICT WITH SPRINKLERS.

2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS SO THAT

SPRINKLER HEADS DON’T RUIN THE CEILING AESTHETICS

(TYPICAL ALL SPACES). PROVIDE SIDEWALL HEADS OR ROUTE

PIPING IN JOIST SPACE AS NECESSARY. COORDINATE WITH

GENERAL CONTRACTOR.

3. EXISTING PLASTER CEILINGS TO REMAIN IN MANY LOCATION

UNDER NEW GYP CEILING. COORDINATE WITH ARCHITECTURAL

REFLECTED CEILING PLAN AND ARCHITECTURAL DEMO PLANS.

COORDINATE WITH GENERAL CONTRACTOR AND OTHER TRADES

TO MINIMIZED PLASTER DAMAGE SO THAT NEW CEILING CAN BE

SECURED AGAINST EXISTING CEILING.

4. THESE CONSTRUCTION DOCUMENTS ARE LIMITED TO THE

IDENTIFIED CONSTRUCTION AREA. THE FIRE SPRINKLER SYSTEM

TO BE INSTALLED FOR THIS PHASE SHALL PROVIDE FULL

COVERAGE IN ACCORDANCE WITH NFPA 13 REQUIREMENTS BUT IS

TO BE LIMITED TO THE PLAN AREAS IDENTIFIED. NOTE THAT SOME

OF THE WORK REQ'D FOR THIS PHASE OF CONSTRUCTION

EXTENDS INTO FUTURE AREAS. COORD. W/ GEN. CONT'R.

5. THE FIRE SPRINKLER WATER SERVICE, RISER, BACKFLOW AND

OTHER PRIMARY EQUIPMENT WERE INSTALLED IN THE FIRST

PHASE OF CONSTRUCTION AND WERE BE DESIGNED FOR THE

ENTIRE BUILDING (ALL PHASES). THE DESIGN THIS PHASE SHALL

CONSIDER EASE OF EXPANSION INTO FUTURE CONSTRUCTION

PHASES.

6. ALL FIRE PROTECTION WORK SHALL BE APPROVED BY THE AHJ

(FIRE MARSHALL) PRIOR TO THE STARTING OF ANY PLANNING,

DESIGN AND/OR CONSTRUCTION.

C

303.1

C

303.2

12"Ø

EXHAUST

12"Ø

EXHAUST

6"Ø 8"Ø

C

304.2

C

304.1

ATTIC

NORTH

ELEVATOR

A

C

302.1

ATTIC

NORTHEAST

ATTIC

SOUTHEAST

ATTIC

SOUTH

ATTIC

CENTER

C

302.2

C

302.3

C

303.1

C

303.2

HYDRAULIC DESIGN AREA

ALLOWABLE DESIGN: UNCONDITIONED ATTIC

LIGHT HAZARD: 0.10 GPM/1500 SF

COMBINED INSIDE/OUTSIDE HOSE ALLOWANCE:

250 GPM@60-90 MIN.

SYSTEM TYPE: DRY

(DRY) RISER

LOCATION

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

EXISTING DRY

RISER UP FROM

BELOW

EXISTING FIRE

SUPPRESSION

SYSTEM AREA

A D E F G H KCB JA D E F G H KCB J

WET SYSTEM - LIGHT HAZARD

0.10 GPM/1500 SF

COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.

WET SYSTEM - ORDINARY HAZARD

0.10 GPM/1500 SF

COMBINED HOSE ALLOWANCE: 250 GPM @ 60-90 MIN.

DRY OR GLYCOL SPRINKLERS

(REQUIRED IN UNCONDITIONED SPACES SUCH AS

ATTICS AND EXTERIOR OVERHANGS

CONSTRUCTED OF COMBUSTIBLE MATERIALS)

A T

T

IC

F

IR

E

PR

O T

EC

T

IO

N

P

LA

N

USFS BUILDING 26 - ATTIC PLAN FIRE PROTECTION PLAN 16

F2.3 : F2.3 1/8" = 1'-0"

NORTH

F2.3

BU

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C

T

D R

A W

IN

G

A R C H I T E C T U R E

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

PROJECT #

ISSUE DATE

REVISIONS

13104.10 05.18.15

2014 MORRISON-MAIERLE, INC.

1. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE WITH

MECHANICAL AND ELECTRICAL CONTRACTORS TO ENSURE THAT

HVAC AND LIGHT FIXTURES DON’T CONFLICT WITH SPRINKLERS.

2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS SO THAT

SPRINKLER HEADS DON’T RUIN THE CEILING AESTHETICS

(TYPICAL ALL SPACES). PROVIDE SIDEWALL HEADS OR ROUTE

PIPING IN JOIST SPACE AS NECESSARY. COORDINATE WITH

GENERAL CONTRACTOR.

3. EXISTING PLASTER CEILINGS TO REMAIN IN MANY LOCATION

UNDER NEW GYP CEILING. COORDINATE WITH ARCHITECTURAL

REFLECTED CEILING PLAN AND ARCHITECTURAL DEMO PLANS.

COORDINATE WITH GENERAL CONTRACTOR AND OTHER TRADES

TO MINIMIZED PLASTER DAMAGE SO THAT NEW CEILING CAN BE

SECURED AGAINST EXISTING CEILING.

4. THESE CONSTRUCTION DOCUMENTS ARE LIMITED TO THE

IDENTIFIED CONSTRUCTION AREA. THE FIRE SPRINKLER SYSTEM

TO BE INSTALLED FOR THIS PHASE SHALL PROVIDE FULL

COVERAGE IN ACCORDANCE WITH NFPA 13 REQUIREMENTS BUT IS

TO BE LIMITED TO THE PLAN AREAS IDENTIFIED. NOTE THAT SOME

OF THE WORK REQ'D FOR THIS PHASE OF CONSTRUCTION

EXTENDS INTO FUTURE AREAS. COORD. W/ GEN. CONT'R.

5. THE FIRE SPRINKLER WATER SERVICE, RISER, BACKFLOW AND

OTHER PRIMARY EQUIPMENT WERE INSTALLED IN THE FIRST

PHASE OF CONSTRUCTION AND WERE BE DESIGNED FOR THE

ENTIRE BUILDING (ALL PHASES). THE DESIGN THIS PHASE SHALL

CONSIDER EASE OF EXPANSION INTO FUTURE CONSTRUCTION

PHASES.

6. ALL FIRE PROTECTION WORK SHALL BE APPROVED BY THE AHJ

(FIRE MARSHALL) PRIOR TO THE STARTING OF ANY PLANNING,

DESIGN AND/OR CONSTRUCTION.

L

E

S

S

T

H

A

N

ADD'L "AP" OR STANDARD

SPRINKLERS AS REQ'D

MORE

THAN 4'-0"

M

I N

"BB"

NO ADD'L

SPRINKLER

REQ'D.

M

I

N

4'-0" OR

LESS

M

I N

"BB"

"SD"

N

"BB" = BACK-TO-BACK DUAL DIRECTIONAL ATTIC SPRINKLER

"SD" = SINGLE DIRECTIONAL ATTIC SPRINKLER

"HIP" = TYCO MODEL HIP ATTIC SPRINKLER

"AP" = TYCO MODEL AP (ATTIC PLUS) SPRINKLER

STD. = STANDARD SPRAY SPRINKLER

M

A X

M

I N

4-12

FOR ROOF PITCH LESS THAN

4:12, 12" MAX. BELOW PEAK

AND 1" MIN. BELOW BOTTOM

OF TOP CHORD OR RAFTER

"BB", "SD",

OR "HIP"

M

I N

SCISSOR TRUSS

BOTTOM CHORD

"BB" OR "SD"

6'-0" MAX. - 4'-0" MIN.

RIDGE

TRUSS

"AP" OR STD.

7'-0" MIN. FOR "AP" - 6'-0" MIN. FOR STD.

RIDGE

TRUSS

ATTIC

SPRINKLER

BRANCH

LINE

"BB", "SD"

OR "HIP"

6" MIN.

RIDGE

TRUSS

"BB" OR "HIP"

M

A X

M

I N

6" MAX.

X

"BB"

X

10'-0" MAX. "BB" SPAN

"AP" COVERAGE

X

"AP" @ 7'-0" TO

8'-0" O.C.

X

10'-0" MAX. "SD" SPAN

"AP" COVERAGE

N

ADD'L "AP" OR STANDARD

SPRINKLERS AS REQ'D

BRANCH

LINE

ADD'L "AP" OR STANDARD

SPRINKLERS AS REQ'D

"AP" @ 7'-0" TO

8'-0" O.C.

HANGER ROD

TURN BUCKLE (AS

REQUIRED)

INSULATION

PIPE

SHEET METAL

SADDLE INSERT

CLEVIS TYPE HANGER FOR

PIPE 2" & LARGER

HANGER ROD

TURN BUCKLE

(AS REQUIRED)

INSULATION

PIPE

SHEET METAL

SADDLE INSERT

PIPE STRAP TYPE HANGER

FOR PIPE LESS THAN 2"

4-WAY ADAPTER

QUICK

CLAMP

SPRINKLER PIPE

1"Ø SCHED. 40

PIPE

CONNECT TO STRUCTURE

PER APPLICABLE PIPE

SUPPORT DETAIL

HANGER ROD SIZE

PER SCHEDULE

HANGER ROD SIZE

PER SCHEDULE

PIPE SIZE ROD SIZE

4"Ø & LESS

"Ø

5, 6 & 8"Ø

10 & 12"Ø

"Ø

"Ø

SPRINKLER PIPE

1"Ø SCHED. 40

PIPE

QUICK

CLAMP

SUPPORT STRUCTURE

ANCHORAGE

SUPPORT STRUCTURE

F9.1 : F2.3 SCALE: NOT TO SCALE

ATTIC SPRINKLER DETAILS12

11 2-WAY SWAY BRACE DETAIL 15 4-WAY SWAR BRACE DETAIL

14 PIPE HANGER DETAILS

SCALE: NOT TO SCALE

SCALE: NOT TO SCALESCALE: NOT TO SCALE F9.1: F9.1

F9.1: F9.1

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IC

E www.aearchitects.com

O W

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PR

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JE

C

T

D R

A W

IN

G

A R C H I T E C T U R E

H I S T O R I C

I N T E R I O R S

ARCHITECTS PC

608 NORTH 29TH STREET

BILLINGS, MT 59101

PH 4 0 6 . 2 4 8 . 2 6 3 3

FAX 4 0 6 . 2 4 8 . 2 4 2 7

428 EAST MENDENHALL STREET

BOZEMAN, MT 59715

PH 4 0 6 . 4 5 1 .7 3 1 0

222 NORTH HIGGINS AVENUE

MISSOULA, MT 59802

PH 4 0 6 . 7 2 1 . 5 6 4 3

FAX 4 0 6 . 7 2 1 . 1 8 8 7

PROJECT #

ISSUE DATE

REVISIONS

13104.10 05.18.15

2014 MORRISON-MAIERLE, INC.