B08_Attachment_20D_Revised_Final_Drawings_20250804_Part4_0007.pdf

REF REF

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D

PD

P

D P

D P

D P

D P

D P

D P D

P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D P

D

DT

D

DT

REF

CEILING MATERIAL

CEILING HEIGHT

ADDITIONAL NOTES

2X4 ACOUSTICAL

LAY-IN CEILING AND GRID

PER SPECIFICATION

095113

EXPOSED STRUCTURE

AND DECK - PAINT PT1 PER

SPECIFICATION 099123 -

USE DRYFALL PAINT IN

THESE LOCATIONS

CEILING MATERIAL

ACT 2X4 ACOUSTICAL LAY-IN PANEL

EXP EXPOSED STRUCTURE AND DECK - PAINT

GYP GYPSUM BOARD - PAINT

LIGHTING -

SEE ELECTRICAL

HVAC REGISTERS -

SEE MECHANICAL

CEILING HEIGHT

VAR VARIES

NOTES

ACT

00'-00 00/00"

REFLECTED CEILING LEGEND

GYP. CEILING -

PAINT PT1 PER

SPECIFICATION

099123

A301

A301

A301

A301

ACT

9'-6"

ACT

9'-6"

ACT

9'-6"

ACT

9'-6"

ACT

9'-0"

ACT

9'-0"

GYP

9'-0"

ACT

9'-0"

ACT

9'-0"

ACT

9'-6"

ACT

9'-6"

ACT

9'-6"

FIRE READY

ROOM

ENTRY HALL

I.T./PACS

ROOM

HUDDLE

ROOM

WELLNESS

HALL

M.R.R.

110W.R.R.

PRIVATE

OFFICE

PRIVATE

OFFICE

HUDDLE

ROOM

HUDDLE

ROOM

HUDDLE

ROOM

FOCUS

ROOM

FIRE SUITE

FIELD

OFFICE/S.S./DISTRICT

STAFF

MEP

BREAK

AREA

SMALL

CONFERENCE

ROOM

STAFF

VESTIBULE

STAFF

VESTIBULE

JAN.

MAIN

CONFERENCE

ROOM FIELD

OFFICE

LOBBY/ENTRY

RECEPTION

OFFICE

SUPPLY/PLOTTER

ROOM

MAIL ROOM

VESTIBULE

R.R.

R.R.

SMALL

CONFERENCE

ROOM

ACT

9'-0"

ACT

9'-0"

ACT

9'-0"

ACT

10'-0"

ACT

10'-0"

ACT

9'-0"

ACT

9'-0"

ACT

9'-0"

ACT

10'-0"

A301

ACT

10'-0"

GYP

9'-0"

GYP

9'-0"

GYP

9'-0"

GYP

9'-0"

GYP

8'-6"

A901

ACT

9'-0"

GYP

9'-6"

GYP

9'-6"

ACT

9'-0"

GYP

9'-6"

GYP

9'-6"

1 5 6 8 9 11 13 14 15 16 17 18 19

A

B

C

2 3 4 7 10

D D

IT STRG.

117A

7 2

A901

A901

A901

A701

ACT

10'-0"

FIELD

OFFICE/S.S./DISTRICT

STAFF

A. FIELD VERIFY ALL DIMENSIONS PRIOR TO

FABRICATION.

B. SEE MECHANICAL AND PLUMBING DRAWINGS AND

SPECIFICATIONS FOR FURTHER INFORMATION AND

WORK TO OCCUR.

C. SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS

FOR ALL ELECTRICAL FIXTURES AND RELATED

ITEMS.

D. SEE FIRE DRAWINGS FOR FURTHER INFORMATION

AND WORK TO OCCUR.

E. PAINT ALL NEW FIRE SUPPRESSION PIPING

WHERE EXPOSED TO VIEW, PAINT TO MATCH

ADJACENT WALLS, COORDINATE COLOR WITH

GOVERNMENT, SEE SPECIFICATIONS FOR FURTHER

INFORMATION ON PAINT.

GENERAL RCP NOTES

18GA NON-LOAD

BEARING

METAL FRAMING @

16" O.C.

5/8" TYPE 'X'

GYPSUM BOARD

SEE REFLECTED

CEILING PLANS

NOTE: REFERENCE

SPECIFICATIONS FOR

ALL BRACING AND

FASTENER

REQUIREMENTS.

SCREWS PER

METAL STUD

MANUFACTURER

RECOMMENDATIONS

TRACK GA. TO

MATCH STUDS

5/8" TYPE 'X'

GYPSUM BOARD

TRACK GA. TO

MATCH STUDS

SCREWS PER METAL

STUD MANUFACTURER

RECOMMENDATIONS

SEISMIC BRACING,

SPACE @ 4'-0"

WITH MIN. OF ONE

BRACE EA. JOIST.

UNDERSIDE OF

ACOUSTIC METAL

DECK ABOVE

ATTACH WITH FASTENERS THAT

COMPLY WITH STRUCTURAL

DRAWING NOTES

6"

SEE REFLECTED

CEILING PLANS

ACOUSTIC CEILING

BRACING WIRE, SEE

SPECIFICATIONS FOR

BRACING REQUIREMENTS,

SEE STRUCTURAL

DRAWINGS FOR SEISMIC

CONSIDERATIONS

FINISHED

CEILING PER

REFLECTED CEILING

PLANS

WALL TYPE AS

SCHEDULED, SEE

FLOOR PLANS AND

ASSEMBLIES

METAL STUD

FRAMING/BULKHEAD

.0

LATERAL BRACING TO BE

18GA METAL STUDS 45

DEGREES FROM

HORIZONTAL PLANE @

4'-0" O.C. (STAGGERED)

STRUCTURE ABOVE

TY

P.6"

NOTE: SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

SEISMIC REQUIREMENTS.

NOTE: REFERENCE

SPECIFICATIONS FOR ALL

BRACING AND FASTENER

REQUIREMENTS.

P

LO

T

D A T E

P

LO

T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

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A P P R O V E D

D A T E

SHEET OF

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P M

C U s e rs a lf o n s o ra m ir e z D o c u m e n ts R e vi tL o c a lT e m p N W B L M D O a rc h a lf o n s o ra m ir e z .r vt

R E F L E C T E D

C E

IL

IN

G

P L A N

A901

N W B L M D O

S H O S H O N E

F

IE

L D

O F F

IC

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R E P L A C E M E N T

J R C

R H

C U S H

IN

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J R C

B L M

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T W

IN

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76 124

# SHEET NOTES

NORTH REF

SCALE IN FEET

1 EXPOSED TO STRUCTURE, PAINT ALL ITEMS.

STRUCTURAL STEEL, DECK, MECHANICAL DUCTS

AND ALL PIPING. PAINT PT1 WITH DRYFALL

PAINT PER 099123.

2 EXPOSED TO STRUCTURE, DO NOT PAINT

STRUCTURE OR ITEMS ABOVE.

3 TUBULAR DAYLIGHTING DEVICE CEILING DIFFUSER.

SEE ROOF PLAN AND SPECIFICATIONS FOR

FURTHER INFORMATION.

4 PLUMBING CHASE - SEE ENLARGED PLANS AND

PLUMBING DRAWINGS FOR FURTHER

INFORMATION.

5 ROOF LINE TRANSITION ABOVE - SEE ROOF

PLAN FOR FURTHER INFORMATION.

6 COORDINATE NECESSARY STRUCTURAL STEEL AND

OVERHEAD TRACK FOR OPERABLE PANEL

PARTITION WITH STRUCTURAL DRAWINGS AND

SPECIFICATIONS.

7 EXTERIOR METAL PANEL SOFFIT, SEE A122 AND

A123 FOR DETAILS. METAL PANEL SOFFIT

TYPICAL AT ALL EXTERIOR SOFFIT LOCATIONS.

8 18" X 18" CEILING ACCESS PANEL FOR

MECHANICAL EQUIPMENT ABOVE. SEE

SPECIFICATION 083113.

A901

1 FIRST FLOOR REFLECTED CEILING PLAN

1 1/2" = 1'-0"A901

2 ACP TO GYPSUM SOFFIT TRANSITION

1 1/2" = 1'-0"A901

3 TYPICAL TOP OF W ALL BRACING DETAIL

H Y D

H

Y

D

GENERAL NOTES

A. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13, 2016 EDITION,

LOCAL FIRE AND BUILDING DEPARTMENTS.

B. THE SPRINKLER SYSTEM SHOWN IS CONCEPTUAL ONLY. THE GOVERNMENT

SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM SHOWING ALL REQUIRED

PIPING, OFFSETS, SPRINKLERS, RISERS AND DROPS.

C. THE GOVERNMENT SHALL SECURE ALL PERMITS AND PAY ALL FEES

REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION AND BUILDING

DEPARTMENTS.

D. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR

REQUIRED TO INSTALL COMPLETE AND OPERABLE FIRE PROTECTION

SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND COMPLYING

WITH THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION,

AND ALL STATE AND LOCAL REGULATIONS.

E. APPROVAL OF THE COMPLETE SYSTEM SHALL BE OBTAINED FROM THE

AUTHORITIES HAVING JURISDICTION, AND A COPY OF SAME SHALL BE

DELIVERED TO THE GOVERNMENT'S REPRESENTATIVE FOR DELIVERY TO

THE OWNER.

F. RESTORE ALL DEVICES, FINISHES, ETC. DAMAGED OR ALTERED DURING

CONSTRUCTION TO AN ACCEPTABLE CONDITION AS DETERMINED BY THE

OW NER, ARCHITECT AND/OR ENGINEER.

G. THE GOVERNMENT SHALL SCHEDULE ALL SHUTDOWNS THAT AFFECT

UTILITIES AND PORTIONS OF THE BUILDING THAT MUST REMAIN IN

OPERATION WITH THE OW NER.

H. PROVIDE AND INSTALL SPRINKLERS OF THE PROPER TEMPERATURE RATING

AND TYPE PER NFPA 13.

I. PROVIDE AND INSTALL VALVES OF THE PROPER TYPE, UL LISTED, AND

PRESSURE RATING PER NFPA 13.

J. PROVIDE AND INSTALL SPARE SPRINKLERS, WRENCH AND CABINET PER

NFPA 13.

K. COORDINATE INSTALLATION OF ALL ELECTRICALLY SUPERVISED VALVES,

HORN/STROBE, ETC. WITH THE ELECTRICAL CONTRACTOR.

L. PROVIDE AND INSTALL A HYDRAULIC PLACARD WITH THE HYDRAULIC

DESIGN DATA FOR EACH ZONE RISER OR SYSTEM CALCULATED.

M. PROVIDE AND INSTALL A SIGN WITH RAISED LETTERS FOR THE FDC PER

NFPA 13.

N. PROVIDE AND INSTALL AUX DRAINS AND VALVES AS REQUIRED FOR PROPER

DRAINING OF THE SYSTEM.

O. COORDINATE SPRINKLERS AND PIPING LOCATIONS WITH DUCTWORK,

PIPING, LIGHTING FIXTURES, DIFFUSERS, ETC. AS REQUIRED.

P. ISOLATE, DRAIN AND REFILL EXISTING PIPING SYSTEM AS REQUIRED TO

ACCOMMODATE INSTALLATION OF NEW WORK.

Q. HANGER INSTALLATION AND SPACING SHALL BE IN ACCORDANCE WITH NFPA

13.

R. THE GOVERNMENT SHALL BE RESPONSIBLE FOR ALL CORING AND DRILLING

AS REQUIRED.

S. THE GOVERNMENT SHALL SUBMIT SIZE AND LOCATION OF ALL BEAM

PENETRATIONS TO THE STRUCTURAL ENGINEER FOR REVIEW AND DETAIL.

T. WHERE PIPING PASSES THROUGH FIRE RATED FLOORS OR WALLS,

SLEEVES SHALL BE COMPLETELY SEALED WITH A FIRE STOP MATERIAL THAT

IS UL LISTED AND ACCEPTED BY THE BUILDING DEPARTMENT AND FIRE

DEPARTMENT. THIS MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH

THE REQUIREMENTS OF THE MANUFACTURER TO MAINTAIN THE FIRE

RATING OF THE PENETRATED WALL OR FLOOR.

U. SLEEVES THROUGH WALL AND FLOOR SHALL BE SCH 10 GALVANIZED AND

PACKED WITH NONCOMBUSTIBLE, SMOKEPROOF, AND W ATERPROOF FIRE

SEALANT.

V. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIRE

EXTINGUISHER CABINETS, FIRE HOSE CABINETS, AND SIAMESE

CONNECTIONS.

W. ALL SHUTOFF VALVES IN SPRINKLER, STANDPIPE, AND COMBINED SYSTEMS

SHALL BE APPROVED INDICATING TYPE.

X. COORDINATE SPRINKLER LOCATIONS W ITH ARCHITECTURAL REFLECTED

CEILING PLANS, LIGHTING, AND OTHER CEILING ITEMS AND MAKE

MODIFICATIONS TO SUIT.

Y. SPRINKLERS INSTALLED IN CEILINGS OF FINISHED AREAS SHALL BE

SYMMETRICAL IN RELATION TO CEILING SYSTEM COMPONENTS AND

CENTERED IN THE CEILING TILE.

Z. THIS LOCATION IS A SEISMIC DESIGN CATEGORY "B" NO SEISMIC BRACING

REQUIRED.

AA. ALL PIPING 2" AND SMALLER SHALL BE EDDY-THREAD OR SCH 40. PIPING 2

1/2" AND LARGER SHALL BE EDDY-FLOW OR SCH 10 PIPE WITH GROOVED

FITTINGS.

BB. SPRINKLER CONTRACTOR TO COORDINATE WITH OTHER TRADES TO

PREVENT CONFLICT WITH OTHER BUILDING SYSTEMS. ANY INSTALLATION

WITHOUT PRIOR COORDINATION IS SUBJECT TO REMOVAL AND

REINSTALLATION AT THE INSTALLING CONTRACTOR'S EXPENSE.

# KEYNOTES

1. 4" FIRE SERVICE TO WITHIN 5'-0" OF BUILDING BY OTHERS. SEE SITE

UTILITY PLAN.

2. 4" TRANSITION COUPLING.

3. 4" CLASS 52 CEMENT LINED DUCTILE IRON FIRE SERVICE UNDER

BUILDING FOOTING AND THROUGH FLOOR SLAB. SEE DETAIL 1 &

2/FP200.

4. FIRE SERVICE ENTRANCE AND RISER. SEE DETAIL 1 & 2/FP200.

5. FDC AND HORN/STROBE ASSEMBLY. SEE DETAIL 1 & 2/FP200.

6. POINT OF KNOWN WATER SUPPLY (HYDRANT AT END OF CHERRY

STREET) IS 190' OF 6" WATER MAIN FROM BUILDING SERVICE LINE.

HYDRAULIC CALCULATIONS REQUIRED:

HYDRAULICALLY CALCULATE THE MOST DEMANDING LIGHT HAZARD ; 1500 SF AT .10 GPM/SF AND 100

GPM OUTSIDE HOSE ALLOWANCE.

HYDRAULICALLY CALCULATE THE MOST DEMANDING ORDINARY GROUP 1 ; 1500 SF AT .15 GPM/SF

AND 250 GPM OUTSIDE HOSE ALLOWANCE.

HYDRAULICALLY CALCULATE THE MOST DEMANDING ORDINARY GROUP 2 ; 1500 SF AT .20 GPM/SF

AND 250 GPM OUTSIDE HOSE ALLOWANCE.

HYDRAULICALLY CALCULATE THE FOUR MOST DEMANDING SPRINKLERS IN RESIDENTIAL AREA.

NOTES:

1. CALCULATED DEMAND INCLUDING HOSE STREAM REQUIREMENTS SHALL FALL NO LESS THAN 10

PSI BELOW THE AVAILABLE WATER SUPPLY CURVE.

2. NO REDUCTIONS FOR QUICK RESPONSE SPRINKLERS WILL BE ALLOWED.

3. VELOCITIES SHALL NOT EXCEED 20 FT/SEC IN ANY PIPE.

4. NO EXTENDED COVERAGE SPRINKLERS WILL BE ALLOWED.

5. INCREASE DESIGN AREA 30% FOR SLOPED CEILINGS.

6. INCLUDE 8 PSI PRESSURE LOSS FOR A 6" COMPOUND WATER METER BETWEEN POINT OF KNOWN

WATER SUPPLY AND BUILDING SERVICE TEE.

IFC 2018 REQUIRED FIRE FLOW:

1000 GPM @ 20 PSI FOR 2 HOURS

AVAILABLE FIRE FLOW 2,403 GPM @ 20 PSI

WATER SUPPLY INFORMATION

STATIC PRESSURE:

PITOT PRESSURE:

GPM FLOWING

PSI

PSI WITH 800

RED HOT/LBYD FEDERALBY: 5/18/2022DATE:

NOTE: 1. NEW WATER FLOW TEST WILL BE REQUIRED FOR

SHOP DRAWING SUBMITTALS. SUBMIT TO ENGINEER

OF RECORD FOR EVALUATION. BEFORE SHOP

DRAWING SUBMITTAL. PERFORM AND DOCUMENT

THE TEST PER NFPA 291. THE STATIC/RESIDUAL

HYDRANT SHALL BE AT THE INTERSECTION OF

CHERRY STREET AND WASHINGTON. THE FLOW

HYDRANT SHALL BE THE HYDRANT AT THE END OF

CHERRY STREET BEFORE IT ENTERS THE BLM SITE.

2. ANTICIPATED REQUIRED WATER FLOW AND

PRESSURE AT THE BASE OF THE RISER IS: 423 GPM

AT 40 PSI.

RESIDUAL PRESSURE: PSI40

FIRE PROTECTION LEGEND

SYMBOL DESCRIPTION

PENDENT SPRINKLER, PLAN - ELEVATION

UPRIGHT SPRINKLER, PLAN - ELEVATION

BACK TO BACK ATTIC SPRINKLER, PLAN

SIDEWALL SPRINKLER, PLAN - ELEVATION

TAMPER SWITCH

FLOW SWITCH

FIRE PROTECTION ABBREVIATIONS

TS

FS

PS PRESSURE SWITCH

FIRE DEPARTMENT CONNECTION, SIAMESE

HORN/STROBE ASSEMBLY

FIRE SPRINKLER W ET SYSTEM RISER

CONNECT TO EXISTING

FIRE HYDRANT

FL

GR

GALV

SF

FDC

AUX

(E)

SCH

N.C.

FLANGED

GROOVED

GALVANIZED

SQUARE FEET

FIRE DEPARTMENT CONNECTION

AUXILIARY

EXISTING

SCHEDULE

NORMALLY CLOSED

FIRE SPRINKLER WET SYSTEM PIPEF

FIRE SPRINKLER DRY SYSTEM PIPEF-D

FIRE SPRINKLER PREACTION SYSTEM PIPEF-P

FIRE SPRINKLER PREACTION SYSTEM PIPEFDC

FIRE SPRINKLER DRAIN PIPED

NEW PIPING

EXISTING PIPING

PIPING TO BE REMOVED

F

FASTENER AS

REQUIRED

FASTENER AS

REQUIRED

FASTENER AS

REQUIRED

SYMBOL

SYMBOL SYMBOL

SCHEDULE 40

PIPE

AFCON SWIVEL

FITTING OR

EQUAL

AFCON FAST

CLAMP OR EQUAL

NOTE: ALL BRACE PIPING SHALL BE SCHEDULE 40

FASTENER AS

REQUIRED

SCHEDULE 40

PIPE

AFCON SWAY

BRACE FITTING

OR EQUAL

AFCON FAST

CLAMP OR EQUAL

AFCON FAST

CLAMP OR

EQUAL

AFCON SW IVEL

FITTING OR EQUAL

AFCON SW IVEL

FITTING OR EQUAL

AFCON

FAST

CLAMP OR

EQUAL

SCHEDULE 40

PIPE

SCHEDULE

40 PIPE

AFCON FAST CLAMP

OR EQUAL

OR SYMBOL OR

METAL PIPE THROUGH A FIRE

RATED GYPSUM WALL

ASSEMBLY

METAL PIPE THROUGH A FIRE

RATED

FRAMED FLOOR ASSEMBLY

4 4

# FIRE STOPPING DETAIL NOTES

1. GYPSUM WALL ASSEMBLY.

2. SLEEVE.

3. PENETRATING PIPE.

4. FORMING MATERIAL TIGHTLY PACKED.

5. INTUMESCENT FIRESTOP SEALANT.

6. MINIMUM 1/2" BEAD INTUMESCENT FIRESTOP SEALANT AT POINT OF

CONTACT.

7. FLOOR - CEILING ASSEMBLY.

8. WOOD JOISTS.

9. FILL, VOID OR CAVITY MATERIAL -- SEALANT -- MIN. 5/8" OR 1-1/4"

THICKNESS OF SEALANT APPLIED WITHIN ANNULAR SPACE, FLUSH WITH

THE BOTTOM SURFACE OF GYPSUM WALLBOARD OR LOWER TOP PLATE

FOR 1 AND 2 HR FLOORS RESPECTIVELY. MIN. 3/4" THICKNESS OF

SEALANT APPLIED W ITH ANNULAR SPACE, FLUSH WITH TOP SURFACE OF

FLOOR.

10. PROVIDE PIPE STOPPING SYSTEMS IN SUBMITTALS.

ALL SPRINKLERS SHALL BE CENTERED WITH 1" +/- OF CENTER POINTS OF

CEILING TILES. (QUARTER POINTS ARE ACCEPTABLE AS SHOWN ON

PLANS)

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

1'-0" 1'-0"

4" FIRE LINE

F

MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET

NOM. SIZE THRU 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" 6" 8"

STEEL N.A. 12 12 15 15 15 15 15 15 15

ERICO HANGER

RING OR EQUAL

ERICO HANGER

RING OR EQUAL

NOTES:

1.

2.

3.

UNSUPPORTED LENGTHS BETWEEN THE END SPRINKLER ON A BRANCH AND THE LAST HANGER

SHALL NOT BE GREATER THAN 12".

THE LENGTH OF AN UNSUPPORTED ARM OVER MUST NOT BE GREATER THAN 12".

ALL HANGERS LOCATED WITHIN 12" OF THE LAST SPRINKLER ON A BRANCH LINE OR ARMOVER

MUST BE FITTED WITH A SURGE SUPPRESSOR OR EQUIVALENT.

THREADED ROD

THREADED ROD

BEAM CLAMP W /

RESTRAINING

STRAP

ERICO HANGER

RING OR EQUAL

THREADED

ROD

BEAM CLAMP W /

RESTRAINING

STRAP

STEEL

BAR JOIST

STEEL

BEAM

BEAM CLAMP W/

RESTRAINING

STRAP

THREADED ROD

ANGLE IRON,

UNISTRUT OR

EQUAL

STEEL

BEAM OR

BAR JOIST

P

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T

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P

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B Y

C H K 'D

B Y

D E S

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P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

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IT

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S T A T E S

D E P A R T M E N T

O F

T H E

IN

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L A N D

M A N A G E M E N T

D A T E

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SHEET OF

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C U s e rs a lf o n s o ra m ir e z D o c u m e n ts R e vi tL o c a lT e m p N W B L M D O F

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F

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D E T A

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F001

N W B L M D O

S H O S H O N E

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R E P L A C E M E N T

F

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77 124

NORTH REF

80400

SCALE IN FEET

SCALE: 1" = 40'-0"

FIRE PROTECTION SHEET INDEX

F001 FIRE PROTECTION SITE PLAN, NOTES & DETAILS

F100 FIRE PROTECTION PLAN

F200 FIRE PROTECTION SECTIONS, DETAILS & ENLARGED PLANS

NOT TO SCALEF001

2 SW AY BRACING DETAIL

NOT TO SCALEF001

5 FIRE STOPPING PIPE PENETRATION DETAILS

NOT TO SCALEF001

4 SPRINKLER HEAD IN CENTER PLACEMENT

F001

1 Fire Site Plan

NOT TO SCALEF001

3 FIRE SPRINKLER PIPE HANGER DETAILS

12068

S

T

A T

E O F ID

A

H O

R

EG

ISTERED

P R O F

E

SS

IONALENG

IN

E E R

SI

NI

R A

MeD.M D

R A

H

CI

R

REF REF

REF

GENERAL NOTES

A. THE SPRINKLER SYSTEM SHOWN IS CONCEPTUAL ONLY. THE

CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM

SHOWING ALL REQUIRED PIPING, OFFSETS, HEADS, RISERS AND

DROPS.

B. SHOP DRAWINGS MUST BE FIELD VERIFIED AND REVISED BY THE

CONTRACTOR PRIOR TO SUBMITTAL FOR REVIEW BY ENGINEER.

C. FIELD INVESTIGATION BEFORE BIDDING IS REQUIRED. BID SHALL BE

COMPLETE AND ACCOUNT FOR ALL REQUIRED PIPE, ROUTING,

SPRINKLERS, ETC.

SYMBOL HAZARD DES. DENSITY-GPM/SF

LIGHT 0.10

ORDINARY

GROUP 1

0.15

NOTE:

0.20ORDINARY

GROUP 2

0.00NO AUTOMATIC

SPRINKLERS

HAZARD SYMBOLS AT ROOM NAMES INDICATE NEW SPRINKLER

AND PIPE AS REQUIRED FOR THESE AREAS.

LH

OH

OH

NAS

HAZARD CLASSIFICATION SCHEDULE

# KEYNOTES

1. PROVIDE DRY PENDENT SPRINKLER IN ENTRY VESTIBULE.

2. PROVIDE SUPERVISED CONTROL VALVE FOR DATA ROOM PER NFPA 13,

21.15. LOCATE VALVE IN JANITOR ROOM 155 5' AFF.

3. NONCOMBUSTIBLE EXTERIOR OVERHANG WITH NO STORAGE BELOW, NO

SPRINKLER PROTECTION REQUIRED.

4. PROVIDE PROPER CLEARANCES AND ROUTE FIRE SPRINKLER PIPING AT

ELECTRICAL EQUIPMENT AS REQUIRED BY NATIONAL ELECTRIC CODE.

5. TYPICAL 2.5" BRANCH LINE, ROUTE ALL PIPING TIGHT TO STRUCTURE

(TYPICAL).

6. 6" MAIN, ROUTE ALL PIPING TIGHT TO STRUCTURE (TYPICAL).

7. RISE MAIN UP TOWARD ROOF (SEE SECTION 3/F200)

8. 1" AUXILLARY DRAIN TO EXTERIOR.

9. FDC AND HORNSTROBE

FIRE SUITE

FOCUS

ROOM

HUDDLE

ROOM

HUDDLE

ROOM

HUDDLE

ROOM

I.T./PACS

ROOM

JAN.

WELLNESS

W.R.R.

M.R.R.

PRIVATE

OFFICE

PRIVATE

OFFICE

HUDDLE

ROOM

STAFF

VESTIBULE

SMALL

CONFERENCE

ROOM

BREAK AREA

MEP

STAFF

VESTIBULE

SMALL

CONFERENCE

ROOM

HALL

R.R.

R.R.

VESTIBULE

FIRE READY

ROOM

MAIL ROOM

OFFICE

SUPPLY/PLOTTER

ROOM

RECEPTION

LOBBY/ENTRY

ENTRY HALL

MAIN

CONFERENCE

ROOM FIELD

OFFICE

FIELD

OFFICE/S.S./DISTRICT

STAFF

LH

LH

LH

LH

LH

LH

LH

OH

1 LH

OH

LH

OH

LH

LH

LH

LH

LH

LH

LHLH

LH

OH

LHLH

LHLH

LH LH

LH LH

LH

F200

F200

3 3

F200

F200

1 5 6 8 9 11 13 14 15 16 17 18 19 20

A

B

C

2 3 4 7 10

D

LH

FIELD

OFFICE/S.S./DISTRICT

STAFF

F

P

LO

T

D A T E

P

LO

T T E D

B Y

C H K 'D

B Y

D E S

IG

N

O F F

IC

E

D E S

IG

N E D

B Y

P R O J E C T

N O

D R A W N

B Y

A P P R O V E D

B Y

U N

IT

E D

S T A T E S

D E P A R T M E N T

O F

T H E

IN

T E R

IO

R

B U R E A U

O F

L A N D

M A N A G E M E N T

D A T E

D E S C R

IP

T

IO

N

M A R K

A P P R O V E D

D A T E

SHEET OF

:5 :5

P M

C U s e rs a lf o n s o ra m ir e z D o c u m e n ts R e vi tL o c a lT e m p N W B L M D O F

IR

E a lf o n s o ra m ir e z .r vt

F

IR

E

P R O T E C T

IO

N

P L A N

F100

N W B L M D O

S H O S H O N E

F

IE

L D

O F F

IC

E

R E P L A C E M E N T

F

IE

L D

C U S H

IN

G

T E R R E L L

K O P P

.1 .2

T W

IN

F A L L S

D

IS

T R

IC

T

ID

A H O

78 124

SCALE IN FEET

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

NORTH REF

F100

1 FIRST FLOOR FIRE PLAN

12068

S

T

A T

E O F ID

A

H O

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ISTERED

P R O F

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IN

E E R

SI

NI

R A

MeD.M D

R A

H

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007 T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007

T ectonic Cop yright 2007T ectonic Cop yright 2007

T ectonic Cop yright 2007

SYMBOL HAZARD DES. DENSITY-GPM/SF

LIGHT 0.10

ORDINARY

GROUP 1

0.15

NOTE:

0.20ORDINARY

GROUP 2

0.00NO AUTOMATIC

SPRINKLERS

HAZARD SYMBOLS AT ROOM NAMES INDICATE NEW SPRINKLER

AND PIPE AS REQUIRED FOR THESE AREAS.

LH

OH

OH

NAS

HAZARD CLASSIFICATION SCHEDULE

GENERAL NOTES

A. THE SPRINKLER SYSTEM SHOWN IS CONCEPTUAL ONLY. THE

CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM

SHOWING ALL REQUIRED PIPING, OFFSETS, HEADS, RISERS AND

DROPS.

B. SHOP DRAWINGS MUST BE FIELD VERIFIED AND REVISED BY THE

CONTRACTOR PRIOR TO SUBMITTAL FOR REVIEW BY ENGINEER.

C. FIELD INVESTIGATION BEFORE BIDDING IS REQUIRED. BID SHALL BE

COMPLETE AND ACCOUNT FOR ALL REQUIRED PIPE, ROUTING,

SPRINKLERS, ETC.

# 1, 2/F200 KEYNOTES

1. 6" FIRE SERVICE TO WITHIN 5'-0" OF BUILDING BY OTHERS. SEE CIVIL SITE

UTILITY PLAN.

2. 6" TRANSITION COUPLING.

3. CONCRETE THRUST BLOCK WITH MEGA-LUG RESTRAINT.

4. 6" CLASS 51 CEMENT LINED DUCTILE IRON FIRE SERVICE UNDER BUILDING

FOOTING AND THROUGH FLOOR SLAB.

5. 10" GALV. STEEL SLEEVE THROUGH FLOOR, SEAL ANNULAR SPACE W ITH

WATERPROOF MASTIC.

6. 6" GR. X FL. TRANSITION COUPLING.

7. PRESSURE GAUGE

8. 6" DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY WITH BFG AND

TAMPER SWITCHES.

9. 6" GR ISOLATION VALVE WITH TAMPER SWITCH (TYPICAL).

10. 6" COMMERCIAL RISER MANIFOLD WITH PRESSURE RELIEF, PRESSURE

GAUGE, AND MAIN DRAIN.

11. 2.5" SCHEDULE 40 GALV MAIN TEST AND DRAIN LINE.

12. PERMANENTLY AFFIXED HYDRAULIC DESIGN INFORMATION SIGN PER NFPA

13.

13. SPARE SPRINKLER HEAD CABINET WITH WRENCH, QUANTITY AS REQUIRED.

14. 6" SWING CHECK VALVE

15. 4" x 2.5" x 2.5" FDC

F200

R.R.

R.R.

FIELD

OFFICE/S.S./DISTRICT

STAFF

FIRE SUITE

FIRE READY

ROOM

LH LH

LH LH

OH

LH

NAS

FIRST FLOOR

100'-0"

ROOF

127'-0"

1 6 8 13 15 17 19 20

FIELD

OFFICE/S.S./DISTRICT

STAFF

F200

ENTRY HALL

HALL

LH LH

LH

LH LH

NAS NAS

F200

3" / 1'-0"

1" / 1'-0"

FIRST FLOOR

100'-0"

ABD

MAIN

CONFERENCE

ROOM FIELD

OFFICE

M.R.R.

FIELD

OFFICE/S.S./DISTRICT

STAFF

FIRST FLOOR

100'-0"

# 3, 4/F200 KEYNOTES

1. 6" MAIN TRAPEZE HUNG FROM JOIST.

2. 6" MAIN DROPPED TO BELOW BEAM.

3. 2.5" BRANCH LINE, ROUTE ALL PIPING TIGHT TO

STRUCTURE (TYPICAL).

4. PROVIDE 1" AUXILLARY DRAIN TO EXTERIOR.

FIRST FLOOR

100'-0"

P

LO

T

D A T E

P

LO

T T E D

B Y

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B Y

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F

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E

P R O T E C T

IO

N

S E C T

IO

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S

E N L A R G E D

P L A N S

F200

N W B L M D O

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F

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4 FIRE SECTION FACING NORTH

SCALE IN FEET

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

F200

3 FIRE SECTION FACING W EST

SCALE IN FEET

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

F200

FIRE PROTECTION RISER

ELEVATION FACING NORTH

SCALE IN FEET

SCALE: 1/2" = 1'-0"

SCALE IN FEET

SCALE: 1/2" = 1'-0"

F200

2 FIRE PROTECTION RISER ELEVATION FACING EAST

12068

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80 124

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document Contact Info: 7863518681 Date: 2022.07.11 19:01:00-04'00'

L O T

D A T E

P L O T T E D

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81 124

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.07.11 19:02:07-04'00'

O T

D A T E

P L O T T E D

B Y

C H K 'D

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IN

G W A S T E

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P L A N

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ID

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82 124

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.07.11 19:03:04-04'00'

O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

N O F F

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D E S

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B Y

P R O J E C T

N O

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B Y

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B Y

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S T A T E S

D E P A R T M E N T

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L o c a l

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IN

G C A L L O U T S

P103

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83 124

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.07.11 19:04:01-04'00'

O T

D A T E

P L O T T E D

B Y

C H K 'D

B Y

D E S

IG

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IN

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84 124

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.07.11 19:05:07-04'00'

O T

D A T E

P L O T T E D

B Y

C H K 'D

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D E S

IG

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85 124

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.07.11 19:05:57-04'00'

O T

D A T E

P L O T T E D

B Y

C H K 'D

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88 124

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.07.11 19:08:46-04'00'

O T

D A T E

P L O T T E D

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89 124

P R

O

FE

SSIONA L ENGINEER

NATHA N J. FRONGNER

STATE OF IDAHO

L I C E N S E D

18674

N STSS

186662022.07.11 17:51:40 -06'00'

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