Attachment_100_ CD Bid Set Drawings - 4 of 10 Arch 2 21.05.28 (3 Pages).pdf

NO SUBSCRIPT

EXTEND ENTIRE

PARTITION TO

UNDERSIDE OF

STRUCTURE

FLOOR

CEILING

BOTTOM

OF FLOOR

OR DECK

(D) SUBSCRIPT

EXTEND STUDS TO

DECK, EXTEND

GYPSUM BOARD TO 6"

ABOVE HIGHEST

ADJACENT CEILING

6"

(C) SUBSCRIPT

EXTEND ENTIRE

PARTITION TO 6"

ABOVE HIGHEST

ADJACENT CEILING

6"

(U) SUBSCRIPT

EXTEND ENTIRE

PARTITION TO

UNDERSIDE OF

CEILING

(X'-X") SUBSCRIPT

INDICATES FINISHED

PARTITION HEIGHT

IN

S

UB

SC

RI

PT

HE

IG

HT

A

S

IN

DI

CA

TE

D

GENERAL NOTES:

1. FOR PARTITIONS WITH UNEQUAL LAYERS OF GYPSUM BOARD ON EACH SIDE, THE SIDE OF THE PARTITION WITH THE

TAG INDICATES WHERE THE EXTRA LAYER(S) OF GYPSUM BOARD ARE TO BE INSTALLED. REFER TO PARTITION

TYPES FOR MORE INFORMATION

2. AT INFILL WITHIN OR EXTENSIONS ONTO EXISTING PARTITIONS, THE PARTITION TAG NOTED IS FOR INTENT ONLY.

FINISHED PARTITION FACES ARE TO ALIGN WITH ADJACENT EXISTING PARTITION FACES

3. SUBSCRIPTS MAY BE USED WITH ANY PARTITION TYPE

3'-0"UCD

XN2

(1 ) LAYER 5/8" GYPSUM BOARD

2 1/2" METAL STUD FRAMING

3 1/8"

B3e

3 5/8" METAL STUD FRAMING

1'-4" OC

UP TO 1HR FIRE RATING

UL DESIGN U420

3 1/2" SOUND ATTENUATING

INSULATION

B3c

3 5/8" METAL STUD

FRAMING

UP TO 1 HR FIRE RATING

UL DESIGN V497

STC 38

4 7/8"

3" SOUND ATTENUATING

INSULATION

STEEL RUNNER BRACE AT

1'-4" OC EACH SIDE

5/8" GYP BD EACH SIDE

AIR CAVITY; WIDTH VARIES

DEPENDING ON WIDTH OF

INFILL WALL

(FIELD VERIFY)

1'-1 5/8" INFILL WALL

(2) LAYERS 5/8" GYP BD

ONE SIDE ONLY

B3a

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

SMOKE RATING

STC 49

4 7/8"

B3b

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

UP TO 1 HR FIRE RATING

UL DESIGN U419

STC 49

4 7/8"

B3ds

3 5/8" METAL STUD FRAMING

1'-4" OC

SMOKE TIGHT

3 1/2" SOUND ATTENUATING

INSULATION

STEEL RUNNER BRACE AT

1'-4" OC EACH SIDE

5/8" GYP BD EACH SIDE

AIR CAVITY; WIDTH VARIES

DEPENDING ON WIDTH OF

INFILL WALL

(FIELD VERIFY)

1'-1" INFILL WALL

XP3s

(1 ) LAYER 5/8" GYPSUM BOARD

3 5/8" METAL STUD FRAMING

4 1/4"

3" SOUND ATTENUATING

INSULATION

SMOKE TIGHT

STC 34

B3

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

STC 49

4 7/8"

XN1

(1 ) LAYER 5/8" GYPSUM

BOARD

1 5/8" METAL STUD

FRAMING

2 1/4"

XN7

(1 ) LAYER 5/8" GYPSUM

BOARD

7/8" METAL STUD

FRAMING

1 1/2"

XN3

(1 ) LAYER 5/8" GYPSUM

BOARD

3 5/8" METAL STUD

FRAMING

4 1/4"

L2c

4 3/8"

(3) LAYERS 5/8" GYPSUM

BOARD

2 1/2" CH METAL STUD

(1) LAYER OF 1" FIRE

RATED SHAFT LINER PANEL

UP TO 3 HR FR

UL U415

STC 50-54

1 7/8" SOUND

ATTENUATING

INSULATION

K6c

7 1/8"

6" CH METAL STUD

(1) LAYER OF 1" FIRE

RATED SHAFT LINER PANEL

UP TO 2 HR FR

UL415

STC 50-54

(2) LAYERS 5/8" GYPSUM

BOARD

3" SOUND

ATTENUATING

INSULATION

J2c

3 5/8"

(2) LAYERS 5/8" GYPSUM

BOARD

2 1/2" CH METAL STUD

(1) LAYER OF 1" FIRE

RATED SHAFT LINER PANEL

UP TO 2 HR FR

UL415

STC 50-54

(3) LAYERS 5/8" GYPSUM

BOARD IN HORIZONTAL

APPLICATIONS

J4c

5 1/8"

4" CH METAL STUD

(1) LAYER OF 1" FIRE

RATED SHAFT LINER PANEL

UP TO 2 HR FR

UL415

STC 50-54

(2) LAYERS 5/8" GYPSUM

BOARD

1. SEE CODE PLANS FOR REQUIRED PARTITION FIRE RATINGS.

2 GYPSUM BOARD AND METAL STUDS USED IN FIRE RATED SEPARATION PARTITIONS SHALL EXTEND

FROM FLOOR TO UNDERSIDE OF STRUCTURE, UNLESS NOTED OTHERWISE.

3. WHERE SMOKE PARTITIONS ARE REQUIRED BY CODE PLANS, THE FOLLOWING APPLIES TO ALL

ACOUSTICAL TYPE SMOKE PARTITIONS: EXTEND GYPSUM BOARD ON BOTH SIDES TO STRUCTURE

ABOVE. SEAL TOP AND BOTTOM OF PARTITION AND ALL PENETRATIONS THROUGH THE PARTITION ON

THE CORRIDOR SIDE WITH A SMOKE SEALANT HAVING A MINIMUM WARM SMOKE TEMPERATURE

RATING OF 400 DEGREES FAHRENHEIT. PROVIDE REQUIRED ACOUSTIC SEALANT ON ROOM SIDE AT

TOP AND BOTTOM OF PARTITION AND ALL PENETRATIONS THROUGH PARTITION.

4. CONTRACTORS TO VERIFY CONDITIONS ABOVE CEILING AT EXISTING PARTITIONS IDENTIFIED WITH FIRE/SMOKE PARTITION SYMBOLS. REPAIR CONDITIONS THAT DO NOT MEET REQUIREMENTS OF THE INDICATED FIRE/SMOKE RATING SHOWN, SUCH AS BUT NOT LIMITED TO OPENINGS IN PARTITIONS, GAPS AROUND DUCTWORK, PIPES AND CONDUIT, MISSING SMOKE DAMPERS, ETC

5. DIMENSIONS TO METAL STUD PARTITION ARE MEASURED TO FINISH FACE OF PARTITION UNLESS

NOTED OTHERWISE

6. THE DIMENSION SHOWING THE LOCATION OF A DOOR FRAME IN GYPSUM BOARDWALLS IS TO THE

INSIDE OF THE DOOR FRAME (DOOR OPENING). PROVIDE 4" TYPICAL DIMENSION IF NO

DIMENSION IS SHOWN.

7. SOUND ATTENUATING INSULATION MEANS GLASS FIBER OR MINERAL WOOL BATTS OR BLANKETS BEARING THE UL LABEL FOR FIRE RESISTANCE. VERIFY TYPE AND DENSITY (PCF) WITH FIRE TEST

NUMBER SHOWN ON PARTITION TYPE.

8. FOR PARTITION HEIGHTS SEE PARTITION TAG LEGEND AND TAG SUBSCRIPTS ON PLANS.

9. ALL FURRING TO BE PARTITION TYPE XN3, ALL PARTITIONS ARE TO BE PARTITION TYPE B3, UNLESS

NOTED OTHERWISE.

10. FOR PARTITION TYPES WITH GYPSUM BOARD ON ONE SIDE ONLY, INSTALL GYPSUM BOARD ON

ROOM SIDE, UNLESS NOTED OR DETAILED OTHERWISE. FOR SHAFTWALL PARTITION TYPES,

INSTALL LINER PANEL ON NON-ACCESSIBLE SIDE, UNLESS NOTED OR DETAILED OTHERWISE.

11. PROVIDE 1/2" DEFLECTION SPACE AT THE TOP OF STUDS AT ALL PARTITIONS EXTENDING TO

STRUCTURE, UNLESS NOTED OTHERWISE.

12. WHEN GYPSUM BOARD PARTITIONS ARE LOCATED BELOW STRUCTURE THAT HAS A VERTICAL

DEFLECTION MOVEMENT MORE THAN 1/2", PROVIDE PARTITION HEADS WITH VERTICAL

MOVEMENT CAPABILITY TO MATCH THAT DEGREE OF MOVEMENT. MAINTAIN THE REQUIRED FIRE

RATING OF FIRE RATED PARTITIONS FROM FLOOR TO STRUCTURE ABOVE WITH FIRE TESTED

HEAD CONSTRUCTION.

13. WHEN PARTITION FRAMING RUNS HIGHER THAN 12'-0" ABOVE FINISH FLOOR, BRACE PARTITION BACK

TO STRUCTURE ABOVE WITH METAL STUDS EVERY 4'-0" ON CENTER MINIMUM.

14. BULKHEAD FRAMING SHALL EXTEND TO UNDERSIDE OF STRUCTURE WITH DIAGONAL STUD FRAMING BRACES AT 4'-0" ON CENTER (2 BRACES MINIMUM) WITH GYPSUM BOARD EXTENDING 6" ABOVE

CEILING MINIMUM, UNLESS NOTED OTHERWISE.

15. GENERAL CONTRACTOR SHALL PROVIDE AND COORDINATE ALL IN-WALL BLOCKING FOR WALL

MOUNTED CASEWORK AND EQUIPMENT SUPPLIED BY THIS CONTRACT, OWNER FURNISHED OR BY

VENDORS. CONTRACTORS OPTION TO PROVIDE 3/4" FIRE TREATED PLYWOOD (PRESERVATIVE

TREATED ON EXTERIOR WALLS) OR SHEET METAL BLOCKING FOR WALL MOUNTED EQUIPMENT,

CASEWORK, DOOR STOPS, ACCESSORIES, ETC, UNLESS NOTED OTHERWISE.

16. IN WET AREAS SUCH AS SOILED UTILITY ROOMS, JANITOR CLOSETS, ETC, USE 5/8" WATER

RESISTANT GYPSUM BOARD OR 5/8" FR WATER RESISTANT GYPSUM BOARD.

17. FOR ALL REMODELING PROJECTS, ALL PARTITIONS NOTED AT INFILLS WITHIN, OR EXTENSIONS ONTO EXISTING PARTITIONS, ARE NOTED AS SUCH FOR INTENT ONLY. ALL EXPOSED PARTITION FACES ARE

TO ALIGN.

PARTITION GENERAL NOTES:

NOTE:

WHERE LIFE SAFETY PLANS SHOW A

PARTITION IS RATED, THE PARTITION WITH

THE HIGHEST RATING WILL BE CONTINUOUS.

NON-RATED PARTITION

PER LIFE SAFETY PLAN

1 HOUR RATED PARTITION PER

LIFE SAFETY PLAN

2 HOUR RATED PARTITION PER

LIFE SAFETY PLAN

1 HOUR RATED PARTITION PER

LIFE SAFETY PLAN

SS2SM1

1'-1 1/4"

WALL ASSEMBLY

U VALUE: U-0.055 MAX

2" STONE VENEER

1" AIR SPACE

3" RIGID INSULATION

LIQUID APPLIED MEMBRANE AB,

VAPOR RETARDING

5/8" GYPSUM SHEATHING

6" COLD FORMED METAL FRAMING

- SEE STRUCTURAL

5/8" GYPSUM WALL BOARD

VARIES

WALL ASSEMBLY

U VALUE: U-0.055 MAX

3" COMPOSITE INSULATED METAL WALL PANEL

STRUCTURAL STEEL BACK-UP FRAMING (STEEL

MEMBER DIMENSIONS VARY)

- SEE STRUCTURAL

ADDITIONAL SUBSTRUCTURE AS DESIGNED BY

METAL PANEL MANUFACTURER

PC1

WALL ASSEMBLY

U VALUE: U-0.090 MAX

13" INSULATED PRECAST CONCRETE PANEL:

1/2" THIN BRICK FACING

3 1/2" PRECAST CONCRETE

3" RIGID INSULATION

6" PRECAST CONCRETE

1'-1"

EXTERIORINTERIOR 4"

SB3

WALL ASSEMBLY

U VALUE: U-0.055

4" NOMINAL FACEBRICK

2 1/8" AIR SPACE

3" RIGID INSULATION

LIQUID APPLIED MEMBRANE AB

VAPOR RETARDING

5/8" GYPSUM SHEATHING

3 5/8" METAL STUDS @ 16" OC MAX

5/8" GYP WALL BOARD

GALV MASONRY TIES @ 16" OC

HORIZ AND VERT

1'-1 5/8"

DO NOT PAINT INTERIOR

FACE OF INSULATED METAL

COMPOSITE WALL PANEL

CA2

1'-1"

WALL ASSEMBLY

R-7.5 C.I.

13" CAST-IN-PLACE CONCTRETE

- SEE STRUCTURAL

FULLY ADHERED MOD BIT SHEET MEMB WP

1/4" PROTECTION BOARD

2" POLYSTYRENE RIGID INSUL

EXTERIOR INTERIOR

3"

NOTE: OMIT RIGID INSUL WHERE

INTERIOR FACE OF WALL IS IN

UNCONDITIONED AREAWELL

REFER TO METAL WALL PANEL SPEC FOR BLAST

LOAD PERFORMANCE DESIGN REQUIREMENTS

OF INSULATED METAL WALL PANELS,

ROOF ASSEMBLY

R VALUE: R-30 C.I. MIN

FULLY ADHERED 60 MIL EPDM MEMBRANE

1/2" COVER BOARD

TAPERED INSULATION - 1/4:12 SLOPE

(2) 2 1/2" RIGID INSULATION BOARD

VAPOR RETARDER

COMPOSITE ROOF DECK, SEE STRUCTURAL

FIRE RATED UL ASSEMBLY, SEE GI011

INTERIOR

EXTERIOR

ROOF ASSEMBLY

R VALUE: R-30 C.I. MIN

FULLY ADHERED 60 MIL EPDM MEMBRANE

1/2" COVER BOARD

TAPERED INSULATION - 1/4:12 SLOPE

(2) 2 1/2" RIGID INSULATION BOARD

VAPOR RETARDER

1/2" GYP BD SHEATHING

METAL ROOF DECK, SEE STRUCTURAL

SPRAY APPLIED FIREPROOFING, SEE GI011

ROOF ASSEMBLY

U VALUE: U-0.037 MAX

INSULATED METAL ROOF PANEL

SYSTEM COMPONENTS

GYP BOARD

METAL ROOF DECK, SEE STRUCTURAL

SPRAY APPLIED FIREPROOFING, SEE GI011

INTERIOR

EXTERIOR

INTERIOR

EXTERIOR

R1 R2 R3

4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

BID SET

I, THOMAS OLESAK, AM THE COORDINATING

PROFESSIONAL ON THE CONSTRUCT AIR

HANDLING TOWER PROJECT.

AE601

CONSTRUCTION TYPES AND

DETAILS

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 LA CM

TYPES - PARTITION

GUIDELINE - RATED WALL INTERSECTIONS

TYPES - WALL

TYPES - ROOF

Revisions: Date:

PANEL PREFIXES

AL- ALUMINUM

CG- COILING GRILLE

CS- COILING SLATS

HM- HOLLOW METAL

OS- OVERHEAD SECTIONAL

RD3- REVOLVING DOOR 3 PANEL

RD4- REVOLVING DOOR 4 PANEL

VL- VERTICAL LIFT

WD- WOOD

AG ALL GLASS

BF BIFOLD

BFG BIFOLD GLASS

D DUTCH

DG DUTCH GLASS

DS DUTCH W/SHELF

F FLUSH

G2 GLASS 2 LIGHT

G3 GLASS 3 LIGHT

GF GLASS FULL

GH GLASS HALF

LF LOUVER FULL

LGH LOUVER GLASS HALF

LH LOUVER HALF

HM-GF

FRAME PREFIXES

0 FRAMED OPENING

1 DOOR ONLY

2 SIDELIGHT(S) 1 SIDE

3 SIDELIGHT(S) 1 SIDE W/HORIZONTAL

4 SIDELIGHT(S) BOTH SIDES

5 SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

6 DOOR W/TRANSOM

7 DOOR W/TRANSOM W/SIDELIGHT(S) 1 SIDE

8 TRANSOM W/SIDELIGHT(S) 1 SIDE W/HORIZONTAL

9 TRANSOM W/SIDELIGHT(S) BOTH SIDES

10 TRANSOM W/SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

11 FULL WIDTH TRANSOM W/SIDELIGHT(S) 1 SIDE

1X1 1 LIGHT WIDE AND 1 LIGHT HIGH

2X2 2 LIGHTS WIDE AND 2 LIGHTS HIGH

3X3 3 LIGHTS WIDE AND 3 LIGHTS HIGH

(NOTE: OTHER COMBINATIONS POSSIBLE)

OX FIXED PANEL, ACTIVE PANEL

OXO FIXED PANEL, ACTIVE PANEL, FIXED PANEL

OXX FIXED, ACTIVE, ACTIVE

OXXO FIXED, ACTIVE, ACTIVE, FIXED

OXXXXO FIXED, ACTIVE, ACTIVE, ACTIVE, ACTIVE, FIXED

HMS-2

LNV LOUVER NARROW VISION

NV NARROW VISION

NV2 NARROW VISION 2 LIGHT

NV3 NARROW VISION 3 LIGHT

NVC NARROW VISION CENTERED

RP2 RAISED PANEL 2 PANEL

RP4 RAISED PANEL 4 PANEL

RP6 RAISED PANEL 6 PANEL

RP8 RAISED PANEL 8 PANEL

V VISION

W WINDOWS (1 ROW)

WT WINDOWS THROUGHOUT

DOOR PANEL NAMING

DOOR FRAME NAMING NOTE: ACTUAL FRAMES MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO FRAME TYPE ELEVATIONS

NOTE: ACTUAL PANELS MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO PANEL TYPE ELEVATIONS

PANEL SUFFIXES

AL- ALUMINUM

AL-BL- ALUMINUM BORROWED LIGHT

AL-SL- ALUMINUM SLIDING

ALR- ALUMINUM REVOLVING

CW## CURTAINWALL

HMM- HOLLOW METAL MASONRY

HMM-BL- HMM BORROWED LIGHT

HMM-DE- HMM DOUBLE EGRESS

HMS- HOLLOW METAL STUD

HMS-BL- HMS BORROWED LIGHT

HMS-DE- HMS DOUBLE EGRESS

OC- OVERHEAD COILING

OS- OVERHEAD SECTIONAL

VL- VERTICAL LIFT

WD- WOOD

WD-BL- WOOD BORROWED LIGHT

WDP- WOOD POCKET

FRAME SUFFIXES

ISOMETRIC DETAIL

VERTICAL STUDS @ 2' - 0" MAX

W/ GYPSUM BD 1' - 4" W/ GYPSUM LATH &

PLASTER DOUBLE STUDS FOR SUPPORTING CONC

BACKER BOARD

PROVIDE CONTINUOUS BRACING WHEN STUDS EXCEED

10' - 0" & ARE FINISHED BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/ HINGE REINFORCEMENT

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS LESS THAN 2' - 0" FOR

GYP WALLBD. OR 16" FOR PLASTER PARTITION.

CRIPPLE STUD

DO NOT ANCHOR TO BEARING

STUD

GYP BD PANELS

CONTROL

JOINT

PROVIDE SOUND

DEADENING WHERE

REQ'D.

ISOMETRIC OF CONSTRUCTION JT.

SECTION A DETAIL C

JAMB ANCHORS

(FURNISHED WITH FRAME)

DETAIL D

DOUBLE STUDS

JAMB ANCHOR

SHIM AS REQ'D

METAL ANCHOR

CLIP

METAL DOOR

FRAME

SANITARY STOP

WHERE REQ'D

SEC B

CONTROL JOINT

6" M

AX

DETAIL D

SEE DOOR SCHEDULE

VARIES

SHIM AS REQ'D

DETAIL C

VA

RI

ES

EQ

EQEQ

EQ

D

RUNNER

BET.

STUDS

MTL

DOOR

FRAME

A A

1/2" MIN

1/2 " M

IN

SECTION B

STUDWIDTH

FRAME FACE

MINUS 3/16"

KYKC

3/4 " M

IN

JAMB DEPTH

MINUS 3/16"

FRAME FACE

MINUS 3/16"3/4

" M

IN

1/2" MIN

5/8" MAX

STUDWIDTH

3/4 " M

IN

GYPSUM

CONTROL JOINT

@ DOOR HEADS

FINISHED FLOOR

HM-F

WD-F

HM-NV

WD-NV

HM-GH

WD-GH

HM-GF

WD-GF

WIDTH

OPENING

OP

EN

IN

G

HE

IG

HT

WIDTH

OPENING

WIDTH

OPENING

WIDTH

OPENING

OP

EN

IN

G

HE

IG

HT

OP

EN

IN

G

HE

IG

HT

OP

EN

IN

G

HE

IG

HT

" M

AX

1'- 0"

6"6"

" M

AX

1'- 0"

6" 6"

1'- 0"

FINISHED FLOOR

HMS-1 AL-SL-OXXO

OP

EN

IN

G

HE

IG

HT

WIDTH

OPENING

SE

E

SC

HE

DU

LE

AUTOMATIC SLIDING

DOOR ASSEMBLY

HOLLOW METAL STUD

FRAME

SEE SCHEDULE LAMINATED INSULATED GLASS

VARIES

AS

S

CH

ED

METAL STUD BOX BEAM

GYP BD

HM DOOR FRAME

DOOR AS SCHED

2"

METAL RUNNER

NOTE:

1. FOR PARTITION THICKNESS SEE PLANS AND PARTITION TYPE

DETAILS.

ANCHOR CLIP

NOTE:

1. FOR PARTITION THICKNESS SEE PLANS

AND PARTITION TYPE SCHEDULE/DETAILS.

VARIES

AS

S

CH

ED

GYP BD

HM FRAME

DOOR AS SCHED

2"

DOUBLE

METAL STUDS

@ NEW AND

EXISTING

OPENINGS

STEEL STUD

ANCHOR CLIP

AS

S

CH

ED

2"

EXPANSION BOLT

WITH AN EXISTING MASONRY

ANCHOR

DOOR AS SCHED

SEALANT BOTH SIDES

EXISTING CONC WALL

HM DOOR FRAME

5/8" GYP BOARD

TO ALIGN WITH EXIST WALL

ON FINISHED SIDE

9 1/4"

EQ EQ

VARIES

AS

S

CH

ED

2"

9 1/4"

EQ EQ

VARIES

CHANNEL LINTELS ANCHORED TO

EXISTING ONCRETE WALL, SPANNING

PAST NEW OPENING - SEE

STRUCTURAL

SEALANT BOTH SIDES

DOOR AS SCHED

5/8" GYP BOARD

TO ALIGN WITH EXIST WALL

ON FINISHED SIDE

EXPANSION BOLT WITH AN

EXISTING MASONRY

ANCHOR

HM DOOR FRAME

6"

MI

N

MOUNT CENTERLINE OF

CHANNELS APPROX 6" ABOVE

EXISTING FINISHED CEILINGS,

AVOIDING EXISTING

SYSTEM/WALL PENETRATION

CONFLICTS, WHERE FINISHED

CEILINGS ARE PRESENT BUT AT

NO TIME LESS THAN 6" ABOVE

ROUGH OPENING

DOOR AS SCHED

EXISTING CONC

ALUMINUM THRESHOLD,

SET IN FULL BED OF

SEALANT

CONCRETE

SEISMIC

FLOOR

JOINT

1/8" CONTINUOUS EXTRUDED

ALUMINUM COVER PLATE -

SEE SUPPLIER DETAIL

2 1/2" 3" 3 3/4"

FASTENER, SEE SUPPLIER DETAIL

9 1/4"

JH1

DOOR AS SCHED

EXISTING

FLOOR

ALUMINUM

THRESHOLD, SET IN

FULL BED OF

SEALANT

COMPOSITE FLOOR,

SEE STRUCTURAL

1/8" CONTINUOUS

EXTRUDED ALUMINUM COVER

PLATE - SEE SUPPLIER DETAIL

2 1/2" 3" 3 3/4"

FASTENER, SEE SUPPLIER DETAIL

2 HOUR FIRE BARRIER WITH

STAINLESS FOIL HEAT SHIELD

UL #FF-D-1055

JH11

DOOR AS SCHED

EXISTING

FLOOR

ALUMINUM THRESHOLD,

SET IN FULL BED OF

SEALANT

COMPOSITE FLOOR,

SEE STRUCTURAL

FIRE BARRIER (2HR)

1/4" ALUMINUM PLATE

6"

GALVANIZED STEEL FLANGE

LATERAL SLIDE ASSEMBLY

FASTENER, SEE SUPPLIER

DETAIL

BACKER ROD AND SEALANT

EXTRUDED ALUMINUM

ROTATIONAL FRAME

1/4" ALUMINUM

COVER PLATE

1'-0" 6 3/4"

FLUSH MOUNT FRAME

JH9

FASTENER, SEE SUPPLIER

DETAIL

AS

S

CH

ED

6 3/4"

FILL GAP WITH LOW

EXPANSION CLOSED-CELL

INSULATION

BACKER ROD AND SEALANT

INSULATED HM DOOR

HM DOOR FRAME

TUBE STEEL - SEE STRUCT

EXISTING 2" INSULATED METAL

PANEL SYSTEM; CUT FOR NEW

DOOR AND FRAME OPENING AS

REQUIRED. WRAP NARROW JAMB

SEGMENT WITH SHEET METAL TRIM,

COLOR TO MATCH EXISTING

5/8" GYP BOARD, PATCH

AND FINISH TO MATCH

EXISTING

2"JAMB ANCHOR

1/2

EXTERIORINTERIOR

FACE OF EXISTING

EXTERIOR MASONRY WALL

5"

2"

BACKER ROD AND SEALANT

EXISTING WALL

JAMB @ EXISTING PERPENDICULAR MASONRY WALL JAMB NOT ADJACENT TO EXISTING MASONRY WALL

AS

S

CH

ED

6 3/4"

EXISTING WALL

BACKER ROD AND SEALANT

INSULATED HM DOOR

HM DOOR FRAME

TUBE STEEL - SEE STRUCT

METAL PANEL SYSTEM JAMB TRIM,

MATCH EXISTING

5/8" GYP BOARD, PATCH

AND FINISH TO MATCH

EXISTING

2"

2"

JAMB ANCHOR

EXISTING 2" INSULATED METAL

PANEL SYSTEM; CUT FOR NEW

DOOR AND FRAME OPENING AS

REQUIRED

AS

S

CH

ED

2" 3 1

/4"

6 3/4"

EXISTING WALL

SEALANT

INSULATED HM DOOR

5/8" GYP

BOARD, PATCH

TO MATCH

EXISTING

FINISHES

HM DOOR FRAME

STL TB-

SEE STRUCT

EXISTING 2" METAL

PANEL SYSTEM,

VERIFY IN FIELD

METAL PANEL SYSTEM -

BASE STARTER TRACK

4 1/4" 2"

6 1/4", VFY

BOT STL TB

7' - 1 1/2" AFF

1/2

FLASHING AND DRIP

EDGE

2 1 /4"

2X PRESSURE TREATED

WD BLOCKING

1/2" EXT GRADE PLYWD

SHEATHING

WEATHER AIR BARRIER

SELF-ADHERING

UNDERLAYMENT

AS

S

CH

ED

5 7/8"

EXISTING/NEW WALL; SEE PLAN FOR

EXACT CONDITION AT EACH JAMB

FIRE RATED DOOR AND

FRAME ASSEMBLY AS

SCHED

5/8" GYP BOARD

FILL FRAMING W/ ACOUSTICAL

BAT INSULATION

5/8" GYP BD

2"

DASHED LINE INDICATES

EDGE OF HEADER ABOVE

3/8

BACKER ROD AND

SEALANT

-3

AS

S

CH

ED

5 7/8"

EXISTING WALL

SEALANT

FIRE RATED DOOR AND

FRAME ASSEMBLY AS

SCHED

5/8" GYP BOARD

OVER 3 5/8"

METAL

FRAMING

SEE PLAN FOR

PARTITION TYPE

5/8" GYP BD

2"

4"

ACOUSTICAL BATT INSULATION

EDGE OF JAMB FRAMING

BEYOND

3/8

EXISTING FLOOR

ALUMINUM THRESHOLD, SET IN

FULL BED OF SEALANT

COMPOSITE FLOOR,

SEE STRUCTURAL

SEISMIC

FLOOR

JOINT

1/8" CONTINUOUS EXTRUDED

ALUMINUM COVER PLATE -

SEE SUPPLIER DETAILS

STEEL BENT PLATE -

SEE STRUCTURAL

PATCH TO MATCH EXISTING

FLOOR FINISH TO NEW DOOR

THRESHOLD

DOOR AS SCHED

2x WD BLOCKING

3/4" PLYWOOD

JH11

3 3/4" 3" 2 1/2"

2 HOUR FIRE BARRIER WITH

STAINLESS FOIL HEAT SHIELD

UL #FF-D-1055

EXISTING MASONRY

CAVITY WALL

2 1 /4"

DOOR AS SCHED

EXISTING CONC

9 1/4"

ALUMINUM THRESHOLD,

SET IN FULL BED OF

SEALANT

CONCRETE

SEISMIC

FLOOR

JOINT

2 1/2" 3" 3 3/4"

3/16" X 1 3/4" TAPPER 18" O.C.

1/8" CONTINUOUS EXTRUDED

ALUMINUM COVER PLATE -

SEE SUPPLIER DETAIL

FASTENER, SEE SUPPLIER DETAIL

JH1

HM FRAME BEYOND

DOOR

WALL BEYOND

THRESHOLD - BY DOOR

SUPPLIER

EXTERIOR

CONCRETE STOOP

SLOPED TO OUTSIDE

SEE STRUCTURAL AND

CIVIL

SLOPE

SLAB ON DECK

EXTRUDED POLYSTYRENE

INSULATION

STEEL BEAM -SEE

STRUCTURAL

FOUNDATION WALL - SEE

STRUCTURAL

INTERIOR

4 1/2"

4"

THRESHOLD/

FOUNDATION WALL

FLOOR FINISH -SEE ROOM

FINISH SCHEDULE

WRAP THIN STONE

VENEER TO EXTERIOR

EXPOSED JAMB EDGE

PRECAST PANEL WITH THIN BRICK

VENEER FINISH, WRAP FINISH AROUND

JAMB EDGE

SEALANT AND BACKER ROD, BOTH SIDES

4 1 /2"

5/8" EXTERIOR GRADE PLYWD

SEE PLAN FOR PARTITION

TYPE

5/8" GYP BD

FLEXIBLE TRANSITION MEMBRANE

CLOSED CELL LOW EXPANSION SPRAY FOAM

INSULATION, IN FRAME AND ANY VOIDS

PROVIDE DRIP EDGE AT HEAD CONDITION

ONLY

DOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

BID SET

I, THOMAS OLESAK, AM THE COORDINATING

PROFESSIONAL ON THE CONSTRUCT AIR

HANDLING TOWER PROJECT.

AE602

DOOR SCHEDULE AND

ELEVATIONS

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 LA CM

OPENING SCHEDULE

OPENING PANEL INFORMATION FRAME INFORMATION

HD

W

GR

OU

P

FIR

E L

AB

EL

(M

IN

EL

EC

TR

IC

AL

COMMENTSROOM NAME NUMBER WIDTH HEIGHT PANEL TYPE

2ND PANEL

TYPE

PANEL

GLAZING FRAME TYPE JAMB DETAIL HEAD DETAIL SILL DETAIL

FUTURE MECHANICAL 1104A 3'-6" 7'-0" WD-F NONE HMS-1 2/AE602 1/AE602 - HW-5J 45

CORRIDOR 1104B 8'-6" 7'-6" 14/AE602 14/AE602 15/AE602 HW-SH-10A - Y IMPACT RESISTANT

FUTURE MECHANICAL 1104C 3'-6" 7'-0" WD-F NONE HMS-1 2/AE602 1/AE602 - HW-5J 45

FUTURE MECHANICAL 2090A 3'-0" 7'-0" WD-F NONE HMS-1 2/AE602 1/AE602 5/AE602 HW-5J 45

EXIST STORAGE 3062C 3'-0" 7'-0" WD-F NONE HMS-1 2/AE602 1/AE602 - HW-5 45

EXIST STORAGE 3062D 3'-0" 7'-0" WD-F NONE HMS-1 2/AE602 1/AE602 - HW-5 45

FUTURE MECHANICAL 3064A 3'-6" 7'-0" WD-F NONE HMS-1 10/AE602 6/AE602 13/AE602 HW-5J 45 FUTURE MECHANICAL 3064B 3'-0" 7'-0" WD-F NONE HMS-1 2/AE602 1/AE602 5/AE602 HW-5J 45 FUTURE MECHANICAL 4087A 3'-0" 7'-0" WD-F NONE HMS-1 2/AE602 1/AE602 7/AE602 HW-5J 45 FUTURE MECHANICAL 5012A 3'-0" 7'-0" WD-F NONE HMS-1 2/AE602 1/AE602 7/AE602 HW-5J 45 FUTURE MECHANICAL 6012A 3'-0" 7'-0" WD-F NONE HMS-1 2/AE602 1/AE602 7/AE602 HW-5J 45 FUTURE MECHANICAL 7012A 3'-0" 7'-0" WD-F NONE HMS-1 2/AE602 1/AE602 7/AE602 HW-5J 45

EXIST LOBBY 8012A 3'-0" 5'-0" HM-F NONE HMS-1 9/AE602 4/AE602 11/AE520 HW-E8.A 45 FUTURE MECHANICAL B092A 4'-0" 7'-0" WD-F NONE HMS-1 8/AE602 3/AE602 11/AE602 HW-5J 180 FUTURE MECHANICAL B092B 4'-0" 7'-0" WD-F NONE HMS-1 8/AE602 3/AE602 12/AE602 HW-5J 180

TYPICAL PARTITION CONTROL JOINT FRAMING AT DOORS

TYPES - PANELS

TYPES - DOOR FRAMES AND ASSEMBLIES

AL-G2 AL-G2 LAMINATED AL-SL-0XX0

1 1/2" = 1'-0"1 HM DOOR FRAME - HEAD

1 1/2" = 1'-0"2 HM DOOR FRAME - JAMB

1 1/2" = 1'-0"8 HM DOOR FRAME @ EXISTING CONC - JAMB

1 1/2" = 1'-0"3 HM DOOR FRAME @ EXISTING CONC - HEAD

1 1/2" = 1'-0"11 HM DOOR FRAME @ DOOR B092A - SILL

1 1/2" = 1'-0"5 HM DOOR FRAME @ DOOR 2090A AND 3064B - SILL

1 1/2" = 1'-0"7 HM DOOR FRAME @ 12" SEISMIC JOINT -SILL

1 1/2" = 1'-0"9 HM DOOR FRAME @ DOOR 8012A - JAMBS

1 1/2" = 1'-0"4 HM DOOR FRAME @ DOOR 8012A - HEAD

1 1/2" = 1'-0"10 HM DOOR FRAME @ DOOR 3064A - JAMB

1 1/2" = 1'-0"6 HM DOOR FRAME @ DOOR 3064A - HEAD

1 1/2" = 1'-0"13 HM DOOR FRAME @ DOOR 3064A -SILL

1 1/2" = 1'-0"12 HM DOOR FRAME @ DOOR B092B - SILL

1 1/2" = 1'-0"15 SLIDING DOOR SILL @ DOOR 1104B

1 1/2" = 1'-0"14 SLIDING DOOR JAMB (HEAD SIM) @ DOOR 1104B

NOTE: PRIOR TO ORDERING DOOR AND FRAMES, CONTRACTOR TO VIF PROPOSED

DOOR ASSEMBLY SIZES FIT WITHIN THE CONSTRAINTS OF THE EXIST BUILDING CONSTR.

2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

BID SET

I, THOMAS OLESAK, AM THE COORDINATING

PROFESSIONAL ON THE CONSTRUCT AIR

HANDLING TOWER PROJECT.

AW601

WAYFINDING BLDG MESSAGE

SCHEDULES & SIGNAGE DETAILS

NWIHCS - CONSTRUCT

AIR HANDLING TOWER

OMAHA, NE

636-18-303

05/28/21 LA MP

6" = 1'-0"1 IN-03.01 ROOM NUMBER ID

6" = 1'-0"2 IN-04.01 PRIMARY ROOM ID

1/2" = 1'-0"5 PLAN VIEW

1/2" = 1'-0"6 INTERIOR WALL ELEVATION

6" = 1'-0"3 IN-01.31 FIRE EQUIPMENT FLAG

BUILDING SIGN MESSAGE SCHEDULE

ROOM # SIGN MESSSAGE SIGN TYPE REMARKS

1104A IN-03.01

1104A IN-03.01

1104A FIRE EQUIPMENT IN-01.31

1104B BUILDING 1 STAFF ENTRANCE EN-06.06

2090A IN-03.01

2090A FIRE EQUIPMENT IN-01.31

3062C STORAGE IN-04.01

3062D STORAGE IN-04.01

3064 IN-03.01

3064 IN-03.01

3064 FIRE EQUIPMENT IN-01.31

4087A IN-03.01

4087A FIRE EQUIPMENT IN-01.31

5012A IN-03.01

5012A FIRE EQUIPMENT IN-01.31

6012A IN-03.01

6012A FIRE EQUIPMENT IN-01.31

7012A IN-03.01

7012A FIRE EQUIPMENT IN-01.31

8014 IN-11.01

B092 IN-03.01

B092 IN-03.01

B092 FIRE EQUIPMENT IN-01.31

B092 FIRE EQUIPMENT IN-01.31

6" = 1'-0"4 IN-11.01 - ROOF ACCESS SIGN

3" = 1'-0"7 EN-06.06 - WALL MOUNTED BUILDING IDENTIFICATION SIGN