NIFC_300-JWH_Elevator_Shaft_-_Drawings.pdf

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U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

NATIONAL INTERAGENCY FIRE CENTER

300 - JACK WILSON HEADQUARTERS (JWH)

ELEVATOR SHAFT & SEPARATION REPAIR

PROJECT VICINITY SITE ACCESS KEY PLAN

INDEX OF DRAWINGS

G101 COVER SHEET

A001 BASEMENT FLOOR DEMOLITION PLANS

A002 MAIN FLOOR DEMOLITION PLANS

A003 UPPER FLOOR DEMOLITION PLANS

A004 EXISTING CONDITION REFERENCE IMAGES - 1

A005 EXISTING CONDITION REFERENCE IMAGES - 2

A006 EXISTING CONDITION REFERENCE IMAGES - 3

A007 EXISTING CONDITION REFERENCE IMAGES - 4

AOOB EXISTING CONDITION REFERENCE IMAGES - 5

A009 EXISTING CONDITION REFERENCE IMAGES - 6

A010 EXISTING CONDITION REFERENCE IMAGES - 7

A011 EXISTING CONDITION REFERENCE IMAGES - 8

A012 EXISTING CONDITION REFERENCE IMAGES - 9

A101 BASEMENT FLOOR PLANS

A102 MAIN FLOOR PLANS

A103 UPPER FLOOR PLANS

A 104 FIRE PENETRATION DETAILS

DESIGNERS

Cushing Terrell®

AREAS OF WORK~

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AREAS OF WORK

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SEE DRAWINGS FOR FURTHER INFORMATION.

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1/13/2023

Laura L.G. Rankin

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:31:29-07'00'

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SCALE IN FEET

DEMOLITION PLAN-AREA A

DEMOLITION LEGEND

EXISTING ITEM TO BE REMOVED.

COORDINATE WITH ALL DISCIPLINE

DRAWINGS AND SPECIFICATIONS.

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SCALE IN FEET

DEMOLITION PLAN-AREA B

GENERAL NOTES

A. THESE DRAWINGS ARE BASED UPON EXISTING DRAWINGS AND

SITE OBSERVATIONS. THE CONTRACTOR IS RESPONSIBLE TO FIELD

VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

COMMENCING WORK.

B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONTINUOUS

ACCESS TO ENTRIES AND LIFE-SAFETY EXITS FOR THE

OCCUPANTS AT ALL TIMES.

C. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE. PATCH

AND REPAIR ALL ITEMS DAMAGED DURING CONSTRUCTION.

D. MATCH ADJACENT EXISTING CONSTRUCTION FOR ALL NEW

CONSTRUCTION.

E. SEE MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

F. CONTRACTOR SHALL BE AWARE THAT THIS IS A REMODELING

PROJECT AND AS SUCH, CERTAIN ITEMS AND SIZES CANNOT BE

FULLY ILLUSTRATED NOR EXPLAINED WITHOUT FIELD

OBSERVATION. THEREFORE, CONTRACTOR IS ADVISED TO VISIT

AND EXAMINE THE JOB SITE AND BUILDING IN EVERY DETAIL AS

PERTAINS TO THIS PROJECT AND MAKE ALLOWANCES IN THEIR

PROPOSAL FOR ALL CONDITIONS THAT WILL AFFECT THE WORK

INDICATED IN THE PROJECT SPECIFICATIONS AND CONTRACT

DRAWINGS.

DEMOLITION NOTES

1. REMOVE EXISTING DOOR AND FRAME, PREP FOR NEW. SEE

A101 FOR DOOR SCHEDULE.

KEY PLAN

BASEMENT AREAS

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SHEET 2 OF 17

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:31:43-07'00'

NOTE:

THIS DRAWING IS INTENDED FOR REFERENCE ONLY.

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SCALE IN FEET

GENERAL NOTES

A. THESE DRAWINGS ARE BASED UPON EXISTING DRAWINGS AND

SITE OBSERVATIONS. THE CONTRACTOR IS RESPONSIBLE TO FIELD

VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

COMMENCING WORK.

B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONTINUOUS

ACCESS TO ENTRIES AND LIFE-SAFETY EXITS FOR THE

OCCUPANTS AT ALL TIMES.

C. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE. PATCH

AND REPAIR ALL ITEMS DAMAGED DURING CONSTRUCTION.

D. MATCH ADJACENT EXISTING CONSTRUCTION FOR ALL NEW

CONSTRUCTION.

E. SEE MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

F. CONTRACTOR SHALL BE AWARE THAT THIS IS A REMODELING

PROJECT AND AS SUCH, CERTAIN ITEMS AND SIZES CANNOT BE

FULLY ILLUSTRATED NOR EXPLAINED WITHOUT FIELD

OBSERVATION. THEREFORE, CONTRACTOR IS ADVISED TO VISIT

AND EXAMINE THE JOB SITE AND BUILDING IN EVERY DETAIL AS

PERTAINS TO THIS PROJECT AND MAKE ALLOWANCES IN THEIR

PROPOSAL FOR ALL CONDITIONS THAT WILL AFFECT THE WORK

INDICATED IN THE PROJECT SPECIFICATIONS AND CONTRACT

DRAWINGS.

DEMOLITION NOTES

1. NOT USED.

KEY PLAN

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SHEET 3 OF 17

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1/13/2023

Laura L.G. Rankin

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:31:53-07'00' r~---------~--------------------:T - I I I I I I lslq~

HALL

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DEMOLITION LEGEND

EXISTING ITEM TO BE REMOVED.

COORDINATE WITH ALL DISCIPLINE

DRAWINGS AND SPECIFICATIONS.

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SCALE IN FEET SCALE IN FEET

GENERAL NOTES

A. THESE DRAWINGS ARE BASED UPON EXISTING DRAWINGS AND

SITE OBSERVATIONS. THE CONTRACTOR IS RESPONSIBLE TO FIELD

VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

COMMENCING WORK.

B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONTINUOUS

ACCESS TO ENTRIES AND LIFE-SAFETY EXITS FOR THE

OCCUPANTS AT ALL TIMES.

C. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE. PATCH

AND REPAIR ALL ITEMS DAMAGED DURING CONSTRUCTION.

D. MATCH ADJACENT EXISTING CONSTRUCTION FOR ALL NEW

CONSTRUCTION.

E. SEE MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

F. CONTRACTOR SHALL BE AWARE THAT THIS IS A REMODELING

PROJECT AND AS SUCH, CERTAIN ITEMS AND SIZES CANNOT BE

FULLY ILLUSTRATED NOR EXPLAINED WITHOUT FIELD

OBSERVATION. THEREFORE, CONTRACTOR IS ADVISED TO VISIT

AND EXAMINE THE JOB SITE AND BUILDING IN EVERY DETAIL AS

PERTAINS TO THIS PROJECT AND MAKE ALLOWANCES IN THEIR

PROPOSAL FOR ALL CONDITIONS THAT WILL AFFECT THE WORK

INDICATED IN THE PROJECT SPECIFICATIONS AND CONTRACT

DRAWINGS.

G. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING FIRE

SPRINKLER SCOPE WITH GOVERNMENT. SCHEDULE WITH

GOVERNMENT 7 DAYS IN ADVANCE FOR ANY FIRE SPRINKLER

SHUT DOWN.

H. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH

GOVERNMENT FOR ALL SHUTDOWN OF HVAC SYSTEMS AND

SHUTDOWNS NEED TO BE SCHEDULED WITH GOVERNMENT 7

DAYS IN ADVANCE.

DEMOLITION NOTES

1. REMOVE FOR DEMOLITION EXISTING FIRE DAMPER AND

DUCTWORK SECTION DUE TO FIRE DAMPER DOES NOT FIT

WITHIN WALL AND THE EXISTING DUCT MOUNTED ACCESS.

2. REMOVE FOR DEMOLITION SECTION OF EXISTING FIRE

SPRINKLER PIPE THAT CONFLICTS WITH FIRE DAMPER.

3. REMOVE SECTION OF EXISTING DUCTWORK WITH ACCESS PANEL

TO ALLOW SHAFT WALL TO BE CONSTRUCTED. SEE A 103 FOR

NEW ALL AND DUCT INSTALLATION.

4. REMOVE FOR DEMOLITION FIRE DAMPER.

KEY PLAN

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SHEET 4 OF 17

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:32:03-07'00'

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VIEW OF METAL DECK

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GENERAL NOTES

A. SEAL PERIMETER AND PENETRATIONS PER

DETAILS ON SHEET A 1 04.

B. EXISTING PHOTOS ARE ONLY TO ASSIST IN

SHOWING THE SCOPE OF SEALING RATED

CONSTRUCTION PENETRATIONS AND ARE NOT

INTENDED TO INDICATE ALL PENETRATIONS.

CONTRACTOR SHALL SEAL ALL PENETRATIONS

IN RATED CONSTRUCTION.

SHEET NOTES

1. FIRE SEAL AROUND ALL EXISTING WALL PENETRATIONS

ON WALLS NOTED.

2. FIRE SEAL AROUND ALL EXISTING CEILING

PENETRATIONS.

3. FIRE SEAL TOP OF WALLS NOTED.

4. RATED CONSTRUCTION, TYP.

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4 s A004 6 I SHEET 5 OF 17

1/11/2023

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:32:17-07'00' ti!__E2W OE: G,Yf:::>SUM CEILJ.t:LG

D~ MECHANICAL 10

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GENERAL NOTES

A. SEAL PERIMETER AND PENETRATIONS PER

DETAILS ON SHEET A 1 04.

B. EXISTING PHOTOS ARE ONLY TO ASSIST IN

SHOWING THE SCOPE OF SEALING RATED

CONSTRUCTION PENETRATIONS AND ARE NOT

INTENDED TO INDICATE ALL PENETRATIONS.

CONTRACTOR SHALL SEAL ALL PENETRATIONS

IN RATED CONSTRUCTION.

SHEET NOTES

1. FIRE SEAL AROUND ALL EXISTING WALL

PENETRATIONS ON WALLS NOTED.

2. FIRE SEAL AROUND ALL EXISTING CEILING

PENETRATIONS.

3. FIRE SEAL TOP OF WALLS NOTED.

4. FIRE SEAL AROUND PERIMETER OF EXISTING

STRUCTURAL WALL PENETRATION.

5. RATED CONSTRUCTION, TYP.

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A005

2 3 4 5 6 I SHEET 6 OF 17

1/11/2023

Digitally signed by Laura L.G. Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:32:31-07'00'

E

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4 5

GENERAL NOTES

A. SEAL PERIMETER AND PENETRATIONS PER

DETAILS ON SHEET A 1 04.

B. EXISTING PHOTOS ARE ONLY TO ASSIST IN

SHOWING THE SCOPE OF SEALING RATED

CONSTRUCTION PENETRATIONS AND ARE NOT

INTENDED TO INDICATE ALL PENETRATIONS.

CONTRACTOR SHALL SEAL ALL PENETRATIONS

IN RATED CONSTRUCTION.

SHEET NOTES

1. FIRE SEAL AROUND ALL EXISTING WALL

PENETRATIONS ON WALLS NOTED.

2. FIRE SEAL AROUND ALL EXISTING CEILING

PENETRATIONS.

3. FIRE SEAL TOP OF WALLS NOTED.

4. FILL OPENING WITH FIRE SEALANT OR PUTTY.

5. RATED CONSTRUCTION, TYP.

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SHEET 7 OF 17

Digitally signed by Laura L.G. Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:32:40-07'00'

~ EW_OF ROOF DECK ft d

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GENERAL NOTES

A. SEAL PERIMETER AND PENETRATIONS PER

DETAILS ON SHEET A 1 04.

B. EXISTING PHOTOS ARE ONLY TO ASSIST IN

SHOWING THE SCOPE OF SEALING RATED

CONSTRUCTION PENETRATIONS AND ARE NOT

INTENDED TO INDICATE ALL PENETRATIONS.

CONTRACTOR SHALL SEAL ALL PENETRATIONS

IN RATED CONSTRUCTION.

SHEET NOTES

1. FIRE SEAL AROUND ALL EXISTING WALL

PENETRATIONS ON WALLS NOTED.

2. FIRE SEAL AROUND ALL EXISTING CEILING

PENETRATIONS.

3. FIRE SEAL TOP OF WALLS NOTED.

4. FILL OPENING WITH FIRE SEALANT OR PUTTY.

5. FIRE SEAL AROUND PERIMETER OF EXISTING

STRUCTURAL WALL PENETRATIONS.

S 6. PATCH AND REPAIR WALL WHERE DAMAGE OCCURS

AROUND ELEVATOR OPENINGS, TYPICAL OF (3)

OPENINGS. USE TYPE "X'' GYPSUM WALLBOARD TO

MAINTAIN WALL FIRE RATING.

7. RATED CONSTRUCTION, TYP.

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4 5 6 I SHEET 8 OF 17

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:32:50-07'00'

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GENERAL NOTES

A. SEAL PERIMETER AND PENETRATIONS PER

DETAILS ON SHEET A 1 04.

B. EXISTING PHOTOS ARE ONLY TO ASSIST IN

SHOWING THE SCOPE OF SEALING RATED

CONSTRUCTION PENETRATIONS AND ARE NOT

INTENDED TO INDICATE ALL PENETRATIONS.

CONTRACTOR SHALL SEAL ALL PENETRATIONS

IN RATED CONSTRUCTION.

SHEET NOTES

1. FIRE SEAL AROUND ALL EXISTING WALL

PENETRATIONS ON WALLS NOTED.

2. FIRE SEAL AROUND ALL EXISTING CEILING

PENETRATIONS.

3. NOT USED

4. FILL OPENING WITH FIRE SEALANT OR PUTTY.

5. RATED CONSTRUCTION, TYP.

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AOOB

2 3 4 5 6 I SHEET 9 OF 17

Digitally signed by Laura L.G. Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:32:59-07'00'

D~ HALL 136

)9, ~

)9, VIEW ... ABOVE-ACT CEILING

~ STORAGE 134

~OFFICE 133 -)9. ~

r©1 r©1

JEW_O_E ACJ CEILING

r©1

~....J'

VIEW ABOVE ACT CEILING

r©1

VIEW ABOV~ ACT- CEILING

{f;J;j_ STORAGE 1 34 )9, ~

V.JEW ABOVE ACJ~.CEILING

VIEW

4 5

GENERAL NOTES

A. SEAL PERIMETER AND PENETRATIONS PER

DETAILS ON SHEET A 1 04.

B. EXISTING PHOTOS ARE ONLY TO ASSIST IN

SHOWING THE SCOPE OF SEALING RATED

CONSTRUCTION PENETRATIONS AND ARE NOT

INTENDED TO INDICATE ALL PENETRATIONS.

CONTRACTOR SHALL SEAL ALL PENETRATIONS

IN RATED CONSTRUCTION.

SHEET NOTES

1. FIRE SEAL AROUND ALL EXISTING WALL

PENETRATIONS ON WALLS NOTED.

2. FIRE SEAL AROUND ALL EXISTING CEILING

PENETRATIONS.

3. FIRE SEAL TOP OF WALLS NOTED.

4. FILL OPENING WITH FIRE SEALANT OR PUTTY.

5. FIRE SEAL AROUND PERIMETER OF EXISTING

STRUCTURAL WALL PENETRATION.

6. PATCH AND REPAIR WALL WHERE DAMAGE OCCURS

AROUND ELEVATOR OPENINGS, TYPICAL OF (3)

OPENINGS. USE TYPE "X'' GYPSUM WALLBOARD TO

MAINTAIN WALL FIRE RATING.

7. PATCH AND REPAIR GYPSUM WALL OPENING. USE

TYPE "X'' GYPSUM WALLBOARD TO MAINTAIN WALL

FIRE RATING.

8. INSTALL (1) LAYER OF TYPE "X'' GYPSUM

WALLBOARD TO UNDERSIDE OF STRUCTURAL BEAM,

SEE SHEETS A002 AND A102 FOR FURTHER

DETAILS.

9. RATED CONSTRUCTION, TYP.

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"' 3 Ill z co 0::

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A009

SHEET 10 OF 17

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:33:10-07'00'

3 5 r®-1 r®-1 V.

tv'IEW ABOVE ACT CEILING VIEW ABOVE ACT CEILING o@ VEST. 159

IQ

r®-1

CT _CEILING IEW_ ABOVE_~CL CEILIN.G

® HALL 122

IQ

B

GENERAL NOTES

A. SEAL PERIMETER AND PENETRATIONS PER

DETAILS ON SHEET A 1 04.

B. EXISTING PHOTOS ARE ONLY TO ASSIST IN

SHOWING THE SCOPE OF SEALING RATED

CONSTRUCTION PENETRATIONS AND ARE NOT

INTENDED TO INDICATE ALL PENETRATIONS.

CONTRACTOR SHALL SEAL ALL PENETRATIONS

IN RATED CONSTRUCTION.

SHEET NOTES

1. FIRE SEAL AROUND ALL EXISTING WALL

PENETRATIONS ON WALLS NOTED.

2. NOT USED.

3. FIRE SEAL TOP OF WALLS NOTED.

4. FILL OPENING WITH FIRE SEALANT OR PUTTY.

5. RATED CONSTRUCTION, TYP.

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A010

2 3 4 5 6 I SHEET 11 OF 17

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:33:28-07'00'

1 3

. _f II J J f"Y

VIEW ABOVE ACT CEILING t-/.lEW ABOVE ACT CEILING

IEW_ OF _ACT CEILING VIEW

lfh OFFICE 235 C ~

~ OFFICE 235 -.c ~ f"Y

VIEW~t OOKING AT ROOF DECK

® OFFICE 235

2 3

4 7 f"Y

IY'IEW_ABOVE ACT CEILING

VIEW ABOVE ACT CEILING

\\'\ 1 ~ I u ·:·~ • .n.- '\ ,, VIEW ABOVE ACT CEILING

{fh OFFICE 235 Al ~

GENERAL NOTES

A. SEAL PERIMETER AND PENETRATIONS PER

DETAILS ON SHEET A 1 04.

B. EXISTING PHOTOS ARE ONLY TO ASSIST IN

SHOWING THE SCOPE OF SEALING RATED

CONSTRUCTION PENETRATIONS AND ARE NOT

INTENDED TO INDICATE ALL PENETRATIONS.

CONTRACTOR SHALL SEAL ALL PENETRATIONS

IN RATED CONSTRUCTION.

SHEET NOTES

1. FIRE SEAL AROUND ALL EXISTING WALL

PENETRATIONS ON WALLS NOTED.

2. FIRE SEAL AROUND ALL EXISTING CEILING

PENETRATIONS.

3. FIRE SEAL TOP OF WALLS NOTED.

4. FILL OPENING WITH FIRE SEALANT OR PUTTY.

5. FIRE SEAL AROUND PERIMETER OF EXISTING

STRUCTURAL WALL PENETRATION.

6. INSTALL (1) LAYER OF TYPE "X'' GYPSUM

WALLBOARD TO BOTTOM OF ROOF DECK, SEE A003

AND A 103 FOR FURTHER DETAILS.

7. CONSTRUCT NEW INTERIOR PARTITION WALL ABOVE

EXISTING WALL. RUN WALL FULL HEIGHT TO DECK

ABOVE. SEE SHEET A003 AND A 103 FOR FURTHER

DETAILS.

8. RATED CONSTRUCTION, TYP.

1:1 , M.['j , '~L ,~ V

~~ L.G.

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A011

I SHEET 12 OF 17

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:33:40-07'00'

OFFICE 203

2 3 4 5

GENERAL NOTES

A. SEAL PERIMETER AND PENETRATIONS PER

DETAILS ON SHEET A 1 04.

B. EXISTING PHOTOS ARE ONLY TO ASSIST IN

SHOWING THE SCOPE OF SEALING RATED

CONSTRUCTION PENETRATIONS AND ARE NOT

INTENDED TO INDICATE ALL PENETRATIONS.

CONTRACTOR SHALL SEAL ALL PENETRATIONS

IN RATED CONSTRUCTION.

SHEET NOTES

1. FIRE SEAL AROUND ALL EXISTING WALL

PENETRATIONS ON WALLS NOTED.

2. FIRE SEAL AROUND ALL EXISTING CEILING

PENETRATIONS.

E

I

0) e I

0::

Cl) ~ w

LLJ 0::

z i'>~Jtf'/0~}NifLE1LIN~ VIEW ABOVE CEILING

ACCESS PANEL

VIEW ABO~ILING

ACCESS_F?A~EL

3. FIRE SEAL TOP OF WALLS NOTED.

4. FILL VOID WITH FIRE SEALANT OR PUTTY.

5. FIRE SEAL AROUND PERIMETER OF EXISTING

STRUCTURAL WALL PENETRATION.

6. PATCH AND REPAIR GYPSUM WALL OPENING. USE

TYPE "X'' GYPSUM WALLBOARD TO MAINTAIN WALL

FIRE RATING.

~ 0

"' ::E ~ ~

~~ LLJ ~ w ..,.., (.) Cf)

~IEW_ABOYE ACT .CEili ~IEW ABO.YE AC.I. _CElLING_~~

7. INSTALL (1) LAYER OF TYPE "X" GYPSUM

WALLBOARD TO UNDERSIDE OF STRUCTURAL BEAM.

8. EXISTING FIRE SPRINKLER LINE, SEE SHEETS A003

AND A103 FOR WORK TO OCCUR.

9. EXISTING FIRE DAMPER, SEE SHEETS A003 AND

A 103 FOR WORK TO OCCUR.

10. RATED CONSTRUCTION, TYP.

j!:~

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~ - :! I :g ;

z Cl LLJ z ct::

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IEW--ABD_:y'_E l . ~ I ~ ~ . . ~ !ACT CEIU t-.rG ' ,,,,}(;v. o iii ! ~ ~ ~

: 0~~8'-@ OFFICE 203 @ OFFICE 203 v ~~ ~ ~ ~ ~ ~ ~ 0 1 0 1 L. G. <=c:;..::..::.;_=-::..:.=..J o._ o o u ..: o

A012

2 3 4 5 6 I SHEET 13 OF 17

1/13/2023

Laura L.G. Rankin

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:33:55-07'00'

E

D

B

A

HOLLOW METAL

FRAME lYPES

HOLLOW lAETAL DOOR lYPES

SCHED.t= 2"71 r2" _J__ 16' 113'

~TT 2"J

NOTE: PAINT DOOR

AND FRAMES PER

SPECIFICATION

SECTION 099123

FINISH FLOOR

7' 7' - @18:-:r

I 11 _(_ ___ 11: _ __ __ _______ ________ J ____ u_ __ __ - - -~ -

STAIRS

A18/A006

HALL

A16/AOO& [QzJ

V EA006 V

AB/:NJOS

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MECHANICAL

[IQ]

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IS/NJ05 I

A k/NJOS A13/A005 A2/A009

I

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M/A009

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ELECTRICAL

[RJ

A19/AOO)

A20/AOO)

r1'I (D BASEMENT FLOOR w~ 4 o 4 8 NORTH ~1-""iiii-iiii"""""i-iiiiii"""'~~'iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiij

PLAN-AREA A

1 SCALE IN FEET 2

D'OOR SCHEDULE

DOOR ROOM HARDWARE DOOR FRAME GLAZINCi NOTES l',IUMBER NUMBER GROUP 1YPE 03-1 03 1 B 10-1 10 1 A

GROUP 1-

HINGES: RE: SPECIFICATIONS.

LOCK: STORAGE ROOM.

SURFACE CLOSER: RE: SPECIFICATIONS.

SMOKE SEAL/GASKETING: RE: SPECIFICATIONS.

DOOR SWEEP: RE: SPECIFICATIONS.

1YPE 1YPE

1 NA 1,2,3

1 NA 1,2

DOOR SCHEDULE ABBREVIATIONS

NA = NOT APPLICABLE

DOOR SCHEDULE NOTES

1. DOOR AND FRAME TO BE FIRE RATED FOR 45 MIN. - SEE

SPECIFICATION 081113.

2. PAINT DOOR AND FRAME PT1 PER INTERIOR PAINTING

SPECIFICATION.

3. PROVIDE FUSIBLE LINK FIRE-RATED DOOR LOUVER. BASIS

OF DESIGN MANUFACTURER AIR LOUVERS-ACTIVAR, MODEL

1900A 1 1/2 HOUR RATED LOUVER, U.L. UL10C LISTED

AND LABELED, 165 DEG F FUSIBLE LINK, 1B"X12", VISION

PROOF, MATERIAL: 18 GAUGE STEEL FRAME, 1 6 GAUGE

ADJUSTABLE Z BLADES. DARK BRONZE POWDER COAT OR

COLOR SELECTED BY GOVERNMENT.

4 PLAN LEGEND

(l) -- PLAN NOTE

~ -- ROOM TAG

</f> -- WALL TYPE

<X/AXXX - IMAGE CALLOUT

EXISTING 1-HOUR

SHAFT ENCLOSURE -

SEAL PERIMETER AND

PENETRATIONS PER

DETAILS ON SHEET A104

_ .. £.. .. ~ .... -- ...... -- ...... ~ -------------1+------------[-~ -------~ =r ~ '""' : I

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STORAGE

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B4/AOO~STORAGE

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r1'I f2'\ BASEMENT FLOOR w~ 4 o 4 8 NORTH ~1-""iiii-~-~~~iiiiiiiiiiiiiii~

~CALt. IN FEET 3 --·· -

PLAN-AREA B

5 GENERAL NOTES 6

A. THESE DRAWINGS ARE BASED UPON EXISTING DRAWINGS AND

SITE OBSERVATIONS. THE CONTRACTOR IS RESPONSIBLE TO

FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

COMMENCING WORK.

B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONTINUOUS

ACCESS TO ENTRIES AND LIFE-SAFETY EXITS FOR THE

OCCUPANTS AT ALL TIMES.

C. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE. PATCH E

AND REPAIR ALL ITEMS DAMAGED DURING CONSTRUCTION.

D. MATCH ADJACENT EXISTING CONSTRUCTION FOR ALL NEW

CONSTRUCTION.

E. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELEVATOR

CLOSURES WITH GOVERNMENT. ELEVATOR CLOSURES UP TO 24

HOURS NEED TO BE SCHEDULED WITH GOVERNMENT 7 DAYS IN

ADVANCE. CONTRACTOR SHALL PROVIDE AN ELEVATOR

TECHNICIAN FOR WORK TO OCCUR WITHIN THE SHAFT.

SHEET NOTES

1. NEW RATED DOOR AND FRAME, SEE DOOR SCHEDULE ON

SHEET A101.

2. FIRE SEAL AROUND ALL EXISTING WALL PENETRATIONS ON

WALLS NOTED.

3. FIRE SEAL AROUND ALL EXISTING CEILING PENETRATIONS.

4. FIRE SEAL TOP OF WALLS NOTED.

1~!.'.~~l

KEY PLAN

BASEMENT AREAS

OF WORK . '

'ii"J

,,; II

I e

0::

w 0::

z

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(Il w w

I I I I I I I co c-1

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.. 0 ► C\I r a::: rn ' z [D .• I"') ti E3fD~~ 5- Lu ~ ~ _o ~ ,;; 6 VJ <( ::ic::: a. '< $~ w a:: :r: Q_

0 0 0 <( □ d rr II~ A101

5 I ~-------11 6 NORTH SHEET 14 OF 17

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:34:08-07'00'

I I 1111_ --------------------------

HALL ,-■===F I [Llfil

C1/A009

V

11il I I I I II' 1 ' l~ s~~.j l sac~, Ill

I*" 1 - I j.,_ • II t I

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C4/A009 mi --------,--r1'I @ MAIN FLOOR w 10 4

NORTH O 4

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SCALE IN FEET

~2/A009

OFFICE

I 1321

PLAN-AREA C

I I I I

I I

EQUIPMENT

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I D1/A01~

OFFICE

D:§2] i ~~7 i I

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HALL

11221

------i:;=====•-r ·-------r r1'I@ MAIN FLOOR w 10 4 NORTH O 4 r---- -

PLAN-AREA D

SCALE IN FEET

A D2/A010

-----i----'

PLAN LEGEND

(l) -- PLAN NOTE

~ -- ROOM TAG

</f> -- WALL 1YPE

<X/AXXX - IMAGE CALLOUT

EXISTING 1-HOUR

SHAFT ENCLOSURE -

SEAL PERIMETER AND

PENETRATIONS PER

DETAILS ON SHEET A104

GENERAL NOTES

A. THESE DRAWINGS ARE BASED UPON EXISTING DRAWINGS AND

SITE OBSERVATIONS. THE CONTRACTOR IS RESPONSIBLE TO

FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

COMMENCING WORK.

B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONTINUOUS

ACCESS TO ENTRIES AND LIFE-SAFE1Y EXITS FOR THE

OCCUPANTS AT ALL TIMES.

C. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE. PATCH

AND REPAIR ALL ITEMS DAMAGED DURING CONSTRUCTION.

D. MATCH ADJACENT EXISTING CONSTRUCTION FOR ALL NEW

CONSTRUCTION.

E. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELEVATOR

CLOSURES WITH GOVERNMENT. ELEVATOR CLOSURES UP TO 24

HOURS NEED TO BE SCHEDULED WITH GOVERNMENT 7 DAYS IN

ADVANCE. CONTRACTOR SHALL PROVIDE AN ELEVATOR

TECHNICIAN FOR WORK TO OCCUR WITHIN THE SHAFT.

SHEET NOTES

1. INSTALL (1) LAYER OF 1YPE "X'' GYPSUM WALLBOARD TO

BOTTOM OF ROOF DECK, APPROX. 5' -0" HIGH (VERIFY IN

FIELD.) SEE A002 AND A 102 FOR FURTHER DETAILS.

2. FIRE SEAL AROUND ALL EXISTING WALL PENETRATIONS ON

WALLS NOTED.

3. FIRE SEAL TOP OF WALLS NOTED.

KEY PLAN

:!!flffl!f!JEU~ _______,... - i i.3 :-. :f I I I I I I 'i'" I T L-=--~ '

(/) ~~ z

"'"' ~ j!:~

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~~ z lniil < 0 :::!!: ~ z co

C c-1 "' ~ ~ [j

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Cl z t;:

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0::

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(Il

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D..

w z

6:

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(D (I) 0::: N ~ ~ :::> ::E w ,., ~ ~ g; ~ ~ w ! 0 .. C\I

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:~ □ ~~8'- &3 z ~ z es ~ 6~~~-e8:~ a::::wwa:::::r:a_< D.. □ □ □ (.) ... □

A102

SHEET 15 OF 17

ELEC.

COMM

ELECT

COMM

DOWN

JAN

0FFICE

0FFICE

HALL

OFFICE

0FFICE

H

AL

L

PROJECTION

CONFERENCE

MENWOMEN

CONFERENCE

EEO

EEO

CONFERENCE

CONFERENCE

H

AL

L

HALL

LOUNGE

0FFICEFLOOR

DISPATCH

DOWN

0FFICE

0FFICE

OFFICE

OFFICE OFFICE

OFFICE OFFICE OFFICE

OFFICE

HALL

OPEN TO

BELOW

WN

DOWN

1/13/2023

Laura L.G. Rankin

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:34:18-07'00'

WALL TYPES PLAN LEGEND

METAL STUD FRAMING

MATCH EXISTING WALL

FRAMING, SEE

SPECIFICATION 092216.

5/8" TYPE 'X' GYPSUM

WALL BOARD, EACH SIDE.

EXISTING 5/8" TYPE 'X'

GYPSUM WALL BOARD.

EXISTING METAL STUD

FRAMING.

5/8" TYPE 'X' GYPSUM

WALL BOARD.

(l) -- PLAN NOTE ci'.J 1l>

-- ROOM TAG

-- WALL TYPE

<X/AXXX - IMAGE CALLOUT

EXISTING 1-HOUR

INTERIOR WALL PARTITION -

(& 1-HR RATED

PATCH & REPAIR PARTITION -

<§) 1-HR RATED

SHAFT ENCLOSURE -

SEAL PERIMETER AND

PENETRATIONS PER

DETAILS ON SHEET A104

r~---------~--------------------:T - I I I I I I lslq~

E1/A011

V

I

I I

I I

HALL

12341

I . . I ~ i ,-m;: 1111/ ~J, ~-) T . I

- : 111 I MECH. I SHAEL#2I

I ~ 1235

·- ~ i--------7-------------------------i rn r1'1@1 UPPER W 103

NORTH 4 0 ~,-_~-~;___~

FLOOR PLAN-AREA E

4 8

SCALE IN FEET

RUN WALL FULL HEIGHT TO DECK ABOVE.

SEAL PENETRATIONS PER DETAILS ON

A104.

RUN WALL FULL HEIGHT TO DECK ABOVE.

SEAL PENETRATIONS PER DETAILS ON

A104.

-L ) I -/-- - -./( ~ ,,, ~, ' ~ ------~ ' , ~ , ------- I - - - ', , '~ ,-------------- I - ,,, , : HALL ,.,----n 1 12021 I I I I I I

- -- -1 1VEST. -

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I ~ ' I ! A~~ 7 ,

- f - - - - ll:_ - _j I ~ "' ,_ - -~:

I I I I

: I

- .L -- - -- - -- - -- - -- - -

I I

A F2/A012

! OFFICE I I

I 12031

~/A012 r1'1@2 UPPER FLOOR PLAN-AREA F w 103

NORTH 4 0 ~P"--~-~;___~

4 8

SCALE IN FEET

GENERAL NOTES

A. THESE DRAWINGS ARE BASED UPON EXISTING DRAWINGS AND

SITE OBSERVATIONS. THE CONTRACTOR IS RESPONSIBLE TO

FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

COMMENCING WORK.

B. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONTINUOUS

ACCESS TO ENTRIES AND LIFE-SAFETY EXITS FOR THE

OCCUPANTS AT ALL TIMES.

C. PROTECT ALL EXISTING ITEMS TO REMAIN FROM DAMAGE. PATCH

AND REPAIR ALL ITEMS DAMAGED DURING CONSTRUCTION.

D. MATCH ADJACENT EXISTING CONSTRUCTION FOR ALL NEW

CONSTRUCTION.

E. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ELEVATOR

CLOSURES WITH GOVERNMENT. ELEVATOR CLOSURES UP TO 24

HOURS NEED TO BE SCHEDULED WITH GOVERNMENT 7 DAYS IN

ADVANCE. CONTRACTOR SHALL PROVIDE AN ELEVATOR

TECHNICIAN FOR WORK TO OCCUR WITHIN THE SHAFT.

F. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING FIRE

SPRINKLER SCOPE WITH GOVERNMENT. SCHEDULE WITH

GOVERNMENT 7 DAYS IN ADVANCE FOR ANY FIRE SPRINKLER

SHUT DOWN.

G. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH

GOVERNMENT FOR ALL SHUTDOWN OF HVAC SYSTEMS AND

SHUTDOWNS NEED TO BE SCHEDULED WITH GOVERNMENT 7

DAYS IN ADVANCE.

SHEET NOTES

1. PROVIDE FIRE DAMPER WITH FACTORY SLEEVE AND ANGLES IN

EXISTING 16"¢ SUPPLY AIR DUCT THRU MODIFIED WALL

OPENING. FIELD VERIFY DUCT SIZE AND CONDITIONS.

2. PROVIDE INSULATED 16"¢ SHEET METAL DUCT CONNECTION

FROM EXISTING ELBOW TO FIRE DAMPER WITH ACCESS DOOR

ON BOTTOM OF DUCT CONNECTION.

3. PROVIDE PIPE ELBOWS AND FITTING TO REROUTE THE

EXISTING WET PIPE FIRE SPRINKLER LINE TO ALLOW

INSTALLATION OF FIRE DAMPER AND SLEEVE. PIPE, FITTINGS

AND INSTALLATION SHALL COMPLY WITH NFPA-13.

4. INSTALL (1) LAYER OF TYPE "X" GYPSUM WALLBOARD ABOVE

EXISTING WALL TO BOTTOM OF ROOF DECK, APPROX. 5'-4"

HIGH (VERIFY IN FIELD.) SEE A003 AND A 103 FOR FURTHER

DETAILS.

5. CONSTRUCT NEW INTERIOR PARTITION WALL ABOVE EXISTING

WALL. RUN NEW WALL FULL HEIGHT TO DECK ABOVE,

APPROX. 5' -4" HIGH (VERIFY IN FIELD.) SEE SHEET A003

AND A103 FOR FURTHER SCOPE.

6. FIRE SEAL AROUND ALL EXISTING WALL PENETRATIONS ON

WALLS NOTED.

7. FIRE SEAL TOP OF WALLS NOTED.

8. RE-INSTALL AND CONNECT DUCTWORK WITH NEW FIRE

DAMPER AT SHAFT WALL. INSTALL ACCESS PANEL ON

BOTTOM OF DUCTWORK FOR NEW FIRE DAMPER. DUCTWORK

CONNECTIONS TO BE SIMILAR TO EXISTING.

PROVIDE EXTERNAL WRAP INSULATION ON RE-INSTALLED DUCT

SECTIONS.

KEY PLAN

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A103

SHEET 16 OF 17

SECTION A-A

A

A

3B 1A 3C

1A

3B

1B

1B

2B

3A

3C

2C

2D

3B

3C

3D

CONFIGURATION A

1A

1B

2C

3A

3C

2B

2D

3B

3C 3D

CONFIGURATION B

1A

2B

3C

3E

2C

2D

3B

3E

3D

CONFIGURATION C

1A

2A

A

A

SECTION A-A

4B

4 4B

4B3 1B

A

A

SECTION A-A

4B 3 4A 1A

A

A

SECTION A-A

1A

4A

1C

1B

1C

1B

4B1C

1A

1B A

A

SECTION A-A

4B

4A 4B

4B3 1B

1A

4A

1C

SECTION A-A

5B

4 1B

1A

5A

1C

A

A 3 2

5A 5B

1/13/2023

Laura L.G. Rankin

Digitally signed by Laura L.G.

Rankin Location: Boise, ID Reason: I agree to the terms defined by the placement of my signature on this document Date: 2023.01.13 17:34:30-07'00'

2 3

1. FLOOR ASSEMBLY

A. STEEL FLUTED FLOOR UNITS

B. CONCRETE

1A. ROOF ASSEMBLY (not shown)

A. STEEL ROOF DECK

B. ROOF INSULATION

2. SHAFT WALL ASSEMBLY

A. FLOOR AND CEILING RUNNERS

B. STEEL STUDS

C. 1" GYPSUM BOARD

D. 5/8" GYPSUM BOARD

3. JOINT SYSTEM:

A. FORMING MATERIAL - MINERAL

WOOL BATT INSULATION

B. FILL, VOID OR CAVITY MATERIAL

FIRESTOP SPRAY.

C. FORMING MATERIAL - PREFORMED

MINERAL FIBER JOINT PROFILE

D. FILL, VOID OR CAVITY MATERIAL -

FIRESTOP SPRAY

E. FORMING MATERIAL - PREFORMED

JONT PROFILE

@ SHAFT WALL HEAD CONDITION

.y,,,.1..i

1. WALL ASSEMBLY

1 o o L 0

A. STEEL STUDS

B. 1" GYPSUM BOARD

C. 5/8" GYPSUM BOARD

2. METALLIC SLEEVE

3. THRU PENETRANTS:

A. STEEL Pl PE:

B. IRON PIPE:

C. CONDUIT:

D. COPPER:

4. JOINT SYSTEM:

A. PACKING MATERIAL - MINERAL WOOL BATT INSULATION

B. FILL, VOID OR CAVITY MATERIAL - SEALANT OR PUTTY.

C

~ PIPE PENETRATION DETAIL

14. ~

1 o B~ o L 0 0

1. WALL ASSEMBLY 1. WALL ASSEMBLY

A. STEEL STUDS A. STEEL STUDS

B. 1" GYPSUM BOARD B. 1" GYPSUM BOARD

C. 5/8" GYPSUM BOARD C. 5/8" GYPSUM BOARD

2. METALLIC SLEEVE 2. METALLIC SLEEVE

3. NON-DAMPERED ROUND STEEL DUCT 3. CABLES BUNDLE

4. JOINT SYSTEM: 4. JOINT SYSTEM:

A. PACKING MATERIAL - MINERAL WOOL BATT INSULATION A. PACKING MATERIAL - MINERAL WOOL BATT INSULATION B. FILL, VOID OR CAVITY MATERIAL - SEALANT OR PUTTY. B. FILL, VOID OR CAVITY MATERIAL - SEALANT.

A

@ DUCT PENETRATION DETAIL ~ CABLE PENETRATION DETAIL

~ 14, 2 3 i 0

0 0

1. WALL ASSEMBLY

A. STEEL STUDS

B. 1" GYPSUM BOARD

C. 5/8" GYPSUM BOARD

2. METALLIC SLEEVE

3. THRU PENETRANTS:

A. STEEL PIPE:

B. IRON PIPE:

C. CONDUIT:

D. COPPER:

4. PIPE INSULATION

5. JOINT SYSTEM:

A. PACKING MATERIAL -

MINERAL WOOL BATT

INSULATION

B. FILL, VOID OR CAVITY

MATERIAL - SEALANT OR

PUTTY.

INSULATED PIPE PENETRATION DETAIL

1. WALL ASSEMBLY

A. STEEL STUDS

B. 5/8" GYPSUM BOARD

2. NON-DAMPERED RECTANGULAR STEEL DUCT

3. JOINT SYSTEM:

A. PACKING MATERIAL - MINERAL WOOL BATT INSULATION

B. FILL, VOID OR CAVITY MATERIAL - SEALANT

C. STEEL ANGLES

LD DUCT PENETRATION DETAIL -14. ~

~o

0 Lo

1. WALL ASSEMBLY

A. STEEL STUDS

B. 1" GYPSUM BOARD

C. 5/8" GYPSUM BOARD

2. METALLIC SLEEVE

3. CABLES BUNDLE

4. JOINT SYSTEM:

A. PACKING MATERIAL - MINERAL WOOL BATT INSULATION

B. FILL, VOID OR CAVITY MATERIAL - SEALANT OR PUTTY.

~ CABLE PENETRATION DETAIL

14, ~

5 GENERAL NOTES 6

A. REFER TO SECTION 07 84 43 OF THE SPECIFICATIONS FOR

FURTHER INFORMATION.

B. DETAILS SHOWN ARE TYPICAL DETAILS. IF FIELD CONDITIONS DO

NOT MATCH REQUIREMENTS OF TYPICAL DETAILS, UL FIRESTOP

SYSTEMS DETAILS SHALL BE UTILIZED. FIELD CONDITIONS AND

DIMENSIONS NEED TO BE VERIFIED FOR COMPLIANCE WITH THE

DETAILS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: TYPE

AND THICKNESS OF FIRE-RATED CONSTRUCTION. THE MINIMUM

ASSEMBLY RATING OF THE FIRESTOP ASSEMBLY SHALL MEET OR

EXCEED THE HIGHEST RATING OF THE ADJACENT CONSTRUCTION.

C. IF UL FIRESTOP SYSTEMS DETAILS MATCHING THE FIELD

CONDITIONS ARE NOT AVAILABLE, MANUFACTURER'S ENGINEERING

JUDGMENT DRAWINGS ARE ACCEPTABLE. ENGINEERING JUDGMENTS

SHALL FOLLOW THE INTERNATIONAL FIRESTOP COUNCIL (IFC)

GUIDELINES FOR EVALUATING FIRESTOP SYSTEMS ENGINEERING

JUDGMENTS.

D. REFERENCES: UL FIRE RESISTANCE DIRECTORY; CURRENT EDITION,

NFPA 101 LIFE SAFETY CODE, AND ALL GOVERNING LOCAL AND

REGIONAL BUILDING CODES

E. FIRESTOP SYSTEM INSTALLATION MUST MEET REQUIREMENTS OF

ASTM E-814 (UL 1479), ASTM E1966 (UL 1479), ASTM 1966

(UL 2079), ASTM E2307, OR ULC-S115 (AS REQUIRED) IN

TESTED ASSEMBLIES THAT PROVIDE A FIRE RATING EQUAL TO

THAT OF THE SURROUNDING CONSTRUCTION.

E

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A104

SHEET 17 OF 17