Drawings_B45 Conf. & Break Rms - 20250715.pdf

UP

DN

8'-8" SOFFIT

9'-5.125"

SOFFI T

DN

DNUP

A2 C1

A2 A1

A12

A12

A12

A4 C1

A12

A12

A12

Detail Number

Origin Sheet Number Scale

Detail Number

Sheet Number

Detail Reference

Detail Number

Sheet Number

Interior Elevation

Detail Number

Sheet Number

Annotations and Symbols

Section Reference

? Door

Number

North Arrow

Room Name Room Number

0 2' 4' 8' Graphic Scale

Revision Reference

? Ceiling Height

? Wall Tag

Existing Light Fixture to Remain

Existing Light Fixture to be Demolished

Light Fixture Symbols

Sim 1 A101

A101

Sim

A101

Sim

A101

View Name 1/8" = 1'-0"

ROOM

NAME

9' - 0"

A

North

New 2x4 LED Light Fixture Re: Electrical

New 2x2 LED Light Fixture Re: Electrical

CODES INFORMATION:

Code: WBDG - Whole Building Design Guide UFC 1-200-01 09-01-2022, Change Date 02-24-2023

2021 IBC, 2021 IEBC

except 2018 Life Safety Code in lieu of Chapter 10 except 2010 ABA in lieu of Chapter 11

Occupancy Class: B - BUSINESS Construction Type: II-A, Non-Combustible

Occupancy: New Conference Room - 32 people (actual) Expanded Office Area - 11 people (1,538/150SF/P) Total in Office Suite - 43 people

Corridor Fire Rating with Sprinkler Sys. - 0-hour (Table 1020.2)

Number of Exits - One Exit Required - <=49 (Table 1006.2.1)

Max. Common Path of Travel - 100 feet (Table 1006.2.1) Actual - 99 feet

Max. Deadend Corridor - 50 feet (1020.5, Exc.2); Actual - 42 feet

Building DOES HAVE a sprinkler system.

New Work is Designed to be ABA-Compliant (Accessible).

99 Feet Max Common Path of Travel

New semi-recessed Fire Extinguisher in Corridor

42 Ft. deadend corridor (50 Ft. Max)

FORT LEAVENWORTH

DPW

SHEET ID

D

IR

EC

TO

R

AT

E O

F

PU

B

LI

C W

O R

K S

EN

G

IN

EE

R

IN

G D

IV

IS

IO

N

D

ES

IG

N

B R

AN

C

H D

R

AW

N B

Y:

D

ES

IG

N

ED

B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

IS

SU

E D

AT

E:

PR

O

JE

C

T N

O

1 2 3 4 5

D

C

B

A

0%

C on str uc tio n D ra wi ng s

M cC

LE

LL

AN

A

VE

FO

R

T

LE

AV

EN

W O

R

TH

, K S

7-

A1

C ov er S he et

"B ee hi ve

" B

N at io na l S im ul at io n C en te r C on fe re nc e R oo m s, O ffi ce s

Br ea k R oo m s D es ig ne r

Au th or

C he ck er

J

U

LY

BUILDING B45BUILDING LOCATION MAP (N.T.S.)

FORT LEAVENWORTH MAP (N.T.S.)

Building B45 - NATIONAL SIMULATION CENTER (NSC)

CONFERENCE ROOMS, OFFICES & BREAK ROOMS

FORT LEAVENWORTH, KANSAS

30 JUNE 2025 - 100% DRAWINGS FOR REVIEW

Architectural

A1 Cover Sheet

A2 Conference Rooms & Offices - Floor 1 - Plans, Refl. Ceiling Plans (CLIN-1)

A3 Conference Rooms - Floor 1 Wainscot Elevations & Details (CLIN-1)

A4 Conference Rooms & Offices - Floor 3 - Floor Plan & Wainscot Elevs (CLIN-1)

A5 Finish Schedule & Legend, Door Schedule (CLIN-1)

A6 Architectural Specifications 1

A7 Architectural Specifications 2

A11 Breakrooms - Demolition Plans (CLIN-2)

A12 Breakrooms - Enlarged Plans (CLIN-2)

A13 Breakrooms - Elevations (CLIN-2)

A14 Breakrooms - Elevations (CLIN-2)

A15 Casework Detail and Finish Schedule (CLIN-2)

M1 Mechanical - Floor 1 HVAC Plan

P1/FP1 Plumbing / Fire Protection

E1 Electrical Symbols

E2 Electrical - Floor 1 Demolition Plans

E3 Electrical - Floors 2 & 3 Demolition Plans

E4 Electrical - Floor 1 Lighting Plans

E5 Electrical - Floors 2 & 3 Lighting Plans, Floor 1 Power Plan

E6 Electrical Schedules

E7 Electrical Specifications

DRAWING INDEX

B45 Kearny Ave.

Organ Ave. Mc Cl ell an

A ve

NO SCALE

1 1ST FLR - Arch - Key Plan

NO SCALE

3 3RD FLR - Arch - Key Plan

Fort Leavenworth

KEY PLANS

Leavenworth, Kansas

G ra nt A ve nu e

Sh er m an

A ve

Metropolitan Ave.

K-

45 Highway

K-7

1" = 80'-0"2 2ND FLR - Arch - Key Plan

1/4" = 1'-0"B5 Symbols

Mc Cl ell an

A ve

Gr an t A ve

45 Spur (Blue Bridge)

Metropolitan Ave

4th S t

7th S t

1/4" = 1'-0"A2 Codes Information 1/16" = 1'-0"A5 Floor 1 - Suite Code Plan

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R ev is io n

D at e

WC

W ai ns co t / W

C

Wainscot / WC

W ai ns co t / W

C

Existing Wall

New Wall (Building exterior walls are existing)

Wall Symbol Legend

1-39 A

1-43 A

1-43 B

1-42

1-41 A

1-41 B

1-37

1-40A B

1-40

1-40A A

6"5"

6"1'

9"

12' - 0" 4 7/8" 18' - 0" 4 7/8" 20' - 7"+/- 4 7/8" 24' - 0"

Reception/Hall

Office

Office

Conference Rm

Comm. Rm

Office

Hall 140A

Break Rm

Ex is tin g

3'

3/

4"

Existing modular walls to remain.

A

A

A

A A

A3 A2

A3 D4

B4

C4

A4

A

A

A

Reinstall existing wood Wainscot, Re: Elevation

General Construction Notes:

1. Patch existing carpet with "attic stock" matching carpet tile to be supplied by Tenant.

2. Replace gypsum board on all walls where sisal removed. Finish wall to a Level 5 finish, prime and paint to match existing wall paint above.

3. Exterior sides (corridor and to east of new Conference Room) of all walls around the newly renovatred Office suite to be painted to match existing wall colors and painted corner to corner.

4. Paint all new and existing door frames in the work are dark bronze to match the existing door frame just east of the relocated main suite double entry doors 137.

5. New carpet tile throughout the new Conference Room 143, Re: Finish Schedule..

6. New wood wainscot on 3 walls in Conference Rm 143 with new wood baseboard on north wall. Re: Elevations.

7. New rubber base throughout including the renovated Break Room 140 and Hall 140A, except not in Conference Rm and entry where where new and existing wood wainscot, nor Comm. Rm 142 (existing to remain). New baseboard throughout renovated office suite and down both sides of Corridor 136 from double doors 1-36 and around the corner of the new exterior Conference Room walls, and north side of hall to the extent of the sisal removal. Rubber base to match new door frame paint, Re: Finish Schedule.

8. Eight outside corners to have replaceable vinyl flush-mounted corner guards with recessed reveals between sides and tops of corner guards and adjacent gypsum board, including 90 degree and 135 degree corners, including existing corner conditions. Paint to match adjacent wall. Verify color where occurs at wall covering.

Rubber bases to mount over top of corner guards. Basis of Design: Inpro 150F & 130F Flush Mount Corner Guards.

1-38

1-39 B

6"

2' - 8"

Center door in wall

Replace all gypsum where sisal removed and finish to a level 5 finsih. Paint walls full height to match existing corridor paint

Prime and paint new walls to match existing corridor paint. New dark bronze rubber base.Corridor

Corridor

Open Office

1-36

Provide in-wall blocking for new TV/monitor locations, Re: Electrical

Provide in-wall blocking for new TV/ monitor locations, Re: Elec.

C.G.

C.G.

C.G.

C.G.

C.G.

C.G.

C.G.

C.G.

C.G. Corner Guard, Re: Detail.

Existing Wall to Remain

Existing Wall to Be Removed

Wall Symbol Legend Demolition Keyed Notes:

1. Remove sisal wall covering and gypsum board backing down to studs down hallway from drinking fountains down to corner of wall at hall opening to first NE wing. The government will remove all pictures, etc. in the project area, including corridors.

2. Remove carpet tile where necessary for new walls and within new Conference Room.

3. Remove door and frame (including all sidelight glazing south of exist. suite entry door).

4. Door and frame to be removed for replacement door with opposite swing.

5. Gypsum and metal stud walls to be removed.

6. Modular walls to be removed by Tenant

7. Existing walls to remain

8. Existing door to remain

1 2

66 6

7 7 7

8 8 7 7 7

1 Existing sisal wall covering to remain

General Notes:

- Remove all mastic on walls where wall covering removed.

- Remove all mastic, etc. where carpet is removed for new carpet.

Along with the ceiling grids and panels (tiles), remove Fourty (40) 2x4 deep cell parabolic lay-in light fixtures in the project area (including where not removing ceiling grids and panels). Re: Construction Plan for locations of new LED fixtures. Re: Electrical.

Remove ceiling grid and lights, controls.

Re: Electrical. Re: Mechanical, Plub., Fire Protection for hvac,smoke detectors, relocated sprinkler heads, etc.

Key

Relocate Exit sign, two feet +/- west, Re: New Plan, Re: Electrical

Remove all eight

(8) can lights and directional "eyeball" lights in corridor

LED Light fixtures to be removed Existing 2x4 Light Fixtures to Remain

Remove existing ceiling-recessed projection screen, Re: Electrical Remove two monitors and relocate in new Conf. Rm.

Re: Electrical

Existing ceiling and light fixtures to remain in Comm. Rm.

Existing ceilings and lights to remain in, Break Room and Hall.

New 2x4 LED light fixtures. Re:

Electrical, Mechanical, and Fire Protection.

Existing ceiling, lights and related appurtenances to remain.

Re: Elec. and Mechanical.New Ceilings and Lights ("N").

Re: Mechanical and Elec.

New ceiling grid, lighting, hvac, lighting controls, smoke detectors, relocated sprinkler heads, etc.

Re: Mech., Elec. Plumb. & Fire Prot.

KeyNew LED flat-panel light fixture in Break Room.

2x4 & 2x2 LED Light Fixtures, Re: Elec. to verify Existing 2x4 Light Fixtures to Remain

Reflected Ceiling Construction Plan Notes:

1. Install new 2x2 lay-in ceilings in the renovated Office suite Reception/Hall 136, Offices138, Office 139, and the new Conference Room 143.

2. New 2x2 and 2x4 lay-in flat panel LED light fixtures, controls and power throughout, Re: Electrical.

3. Review HVAC, Re: Mechanical.

4. Relocate and provide new sprinkler heads. Re: Fire Protection drawings.

Revise Break Room, Re: Break Room Enlarged Plan, this project.

5. Can lights to remain in Office 141 and Hall 140A.

Existing Exit sign to remain

HVAC supply, return and exhaust, Re: Mech.

FORT LEAVENWORTH

DPW

SHEET ID

D

IR

EC

TO

R

AT

E O

F

PU

B

LI

C W

O R

K S

EN

G

IN

EE

R

IN

G D

IV

IS

IO

N

D

ES

IG

N

B R

AN

C

H D

R

AW

N B

Y:

D

ES

IG

N

ED

B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

IS

SU

E D

AT

E:

PR

O

JE

C

T N

O

1 2 3 4 5

D

C

B

A

0%

C on str uc tio n D ra wi ng s

M cC

LE

LL

AN

A

VE

FO

R

T

LE

AV

EN

W O

R

TH

, K S

7-

A2

Fl oo r 1 E nl ar ge d

C on f.

R m

O ffi ce P la ns

"B ee hi ve

" B

N at io na l S im ul at io n C en te r C on fe re nc e R oo m s, O ffi ce s

Br ea k R oo m s D es ig ne r

Au th or

C he ck er

J

U

LY

1/8" = 1'-0"A1 1ST FLR - Arch - Conf. Rms - Const Plan

1/8" = 1'-0"C1 1ST FLR - Arch - Conf. Rms - Demo Plan 1/8" = 1'-0"C3 FIRST FLOOR - Refl. Ceiling Plan - Demo

1/8" = 1'-0"A3 FIRST FLOOR - Refl. Ceiling Plan - Const

CLIN-1

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

TOP CAP - (NOT ON

SECURITY DESK

WAINSCOTING, COUNTER

TOP EXISTING TO REMAIN )

BASE CAP B

1X5 RED OAK TRIM

BASE CAP A

BASE CAP A (BASED ON

IWA BASE CAP 5713)

1X10 RED OAK BASE TRIM

BASE SHOE

RED OAK PANEL:

1/2" VENEER PLYWOOD,

3' - 8 1/2" TALL

8" 5"

3'

1/

2"

2 1/2"

1/

2" 1"

1/

4"

1/ 4"

2'

9/

1/2"

3/4"

1 1/4"

BASE CAP A: BASED ON

IWA BASE CAP 5713

2 1/2"

TOP CAP: ROUNDED EDGES

1/

4"

3/4"

1/

2" 1"

1 1/2"

3/4"

BASE CAP B: BASED ON

IWA BASE CAP 5695

1' - 10" 6' - 0" 1' - 10" 9"+/-

New wood Wainscot to match existing.

Solid wood vertical, no recessed panel

1/2" plan radius on cap trim, typical at each door frame.

1/4" plan radius on vertical trim, typical at each door frame.

Repaint full with of wall to corners where gypsum exposed

Remove and Re-intall this Portion of Wainscot

11' - 2"+/- Relocated Wainscot

New wood double doors. Verify exact doors location to align with double doors from entry vestibule to west

B1 A3

A1

A3 shifted approximately 10' - 5" left (north)

4" Eq. 4" Eq. 4" Eq. 4" Eq. 4" Eq. 4" Eq. 4" Eq. 4" Eq. 4" Eq. 4" Eq. 4" Eq. 4"

Contractor Must Verify All

29' - 11"+/-

B1 A3

New wall covering on wall up to ceiling grid and down behind new wood wainscot. Re: Finish Schedule.

New wood baseboard and trim, continuous. Re: Section Detail

5 1/4"Eq.4"Eq.4"Eq.4"Eq.4"Eq.4"Eq.4"Eq.4"Eq.4"Eq.4 3/4"

Contractor Must Verify All

24' - 0"+/-

3'

1/

2"

B1 A3

New wall covering on wall up to ceiling grid and down behind new wood wainscot. Re: Finish Schedule.

New wood baseboard and trim, continuous. Re: Section Detail

4" Eq. 4" Eq. 4" Eq. 4" Eq. 4" Eq. 4"

B1 A3

New wall covering on wall up to ceiling grid and down behind new wood wainscot. Re: Finish Schedule.

New wood baseboard and trim, continuous. Re: Section Detail

Two new wood two-panel doors

Paint existing steel frame dark bronze to match sample frame.

Existing wood two-panel door to remain

A1

A3

B2 A3

New wall covering on wall up to ceiling grid and down behind new wood wainscot. Re: Finish Schedule.

New wood baseboard and trim, continuous. Re: Section Detail

New wood paneling wainscot to abut front gypsum wall, typical each side

Provide in-wall blocking for TV/Monitors. Verify Owner-provided TV/Monitors. Re:

Electrical drawings

BASE CAP A

(BASED ON IWA

BASE CAP 5713)

1X8 RED OAK

BASE TRIM

1/

4"

3/8" plan radius at 2 1/2" cap trim

1/4" plan radius at upper wainscot trim and end vertical panel below the cap

Wainscot to be cut flush with side of door frames where they meet

18'-0"

'-0

3'-0" 3'-0"

3'- 0"

3'- 0"

Darker boarder "trim" carpet around perimeter

Lighter "field" carpet.

Use full carpet pieces for the inner ring of pattern

Brace wall to structure every 6'-0" minimum

3 1/2" x 16" sound batt insulation

Acoustical sealant at bottom track

One layer 5/8" gyp. bd. each side. Concrete board behind epoxy terrazzo. Re: spec.

for mold and mildew resist.

Suspended acoustical ceiling system, Re:

Reflected Ceiling Plan. Re:

Finish Schedule & Legend 3-5/8" metal studs at 16" o.c. with top and bottom tracks secured to slab set in full bed of sealant.

WALL TYPE "A" (Non-Rated) Interior Non-Load Bearing Partition

Description: 3 5/8" metal stud (20 ga.) at 16" on center (o.c.) maximum to underside of structural deck. Four foot wide, 5/8" gypsum board on either side of stud for full height of wall. Acoustical batt insulation between studs, full height of wall. Use acoustical sealant to seal around openings and penetrations.

AAs stated above

Baseboard on all exposed sides

Sound batt insulation 4'-0" each side of Break Room wall.

Verify with COR/Tenant prior to order and work.

8' - 3" +/- AFF

7"

FORT LEAVENWORTH

DPW

SHEET ID

D

IR

EC

TO

R

AT

E O

F

PU

B

LI

C W

O R

K S

EN

G

IN

EE

R

IN

G D

IV

IS

IO

N

D

ES

IG

N

B R

AN

C

H D

R

AW

N B

Y:

D

ES

IG

N

ED

B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

IS

SU

E D

AT

E:

PR

O

JE

C

T N

O

1 2 3 4 5

D

C

B

A

0%

C on str uc tio n D ra wi ng s

M cC

LE

LL

AN

A

VE

FO

R

T

LE

AV

EN

W O

R

TH

, K S

7-

A3

Fl oo r 1

W ai ns co t D et ai ls

E le va tio ns

"B ee hi ve

" B

N at io na l S im ul at io n C en te r C on fe re nc e R oo m s, O ffi ce s

Br ea k R oo m s D es ig ne r

Au th or

C he ck er

J

U

LY

3" = 1'-0"B1 WAINSCOTING SECTION DETAIL

6" = 1'-0"D2 WOOD PROFILES

3/8" = 1'-0"A2 Elevation - 1st Floor Entry

3/8" = 1'-0"D4 Elevation - 1st Floor Conf. Rm. East

3/8" = 1'-0"B4 Elevation - 1st Floor Conf. Rm. South

3/8" = 1'-0"C4 Elevation - 1st Floor Conf. Rm. West

3/8" = 1'-0"A4 Elevation - 1st Floor Conf. Rm. North

3" = 1'-0"B2 BASEBOARD SECTION DETAIL

3" = 1'-0"A1 Wainscot Typ. Plan Detail at Door Frames

CLIN-1

3/16" = 1'-0"B3 Floor 1 Conference Room Carpet Plan

1 1/2" = 1'-0"D3 Wall Type

M

AR

K D

ES

C

R

IP

TI

O

N D verify 1' - 0"+/-

4"Eq. B4"Eq. B 4"4"

1' - 2 1/4"+/-

4"4"Eq. A4"Eq. A4"Eq. A4"Eq. A4"Eq. A4"Eq. A 4"4"

1' - 0 1/4"+/-

4"

10 3/4"+/-

B1 A3

Paint entire exposed gypum wall up to ceiling grid and down behind new wood wainscot

New wood wainscot.

Re: Section Detail

4" Eq. 4" Eq. 4" Eq. 4" Eq. 4" Eq. 4"

5' - 6 1/2"+/- verify

No inset panel on the angled wall of door

B1 A3

Paint entire exposed gypum wall up to ceiling grid and down behind new wood wainscot

New wood wainscot.

Re: Section Detail

New wood two-panel door

Paint existing steel frame dark bronze to match sample frame.

A1

A3

4"Eq.4"Eq.4"Eq.4"Eq.4"Eq.4"Eq.4"Eq.4"

B1 A3

Paint entire exposed gypum wall up to ceiling grid and down behind new wood wainscot

New wood wainscot.

Re: Section Detail

B2 A3

Paint entire exposed gypum wall up to ceiling grid and down behind new wood baseboad

New wood baseboard and trim, continuous. Re: Section Detail

New wood two-panel door

Paint existing steel frame dark bronze to match sample frame.

Provide in-wall blocking for TV/Monitors. Verify all requirements for Owner-provided TV/Monitors.

Re: Electrical drawings

Wainscot/WC

W C

Wainscot/WC

W ai ns co t/W C

Wainscot/WC

W C

Wainscot/WC

W ai ns co t/W C

Remove sisal, gypsum board backing down to studs, and related baseboard, replace and finish wall to level 5, prime & paint.

Conference Room

Open Office

Conference Room

Office

Office

Audio Visual Room

3-90 B

Temporarily remove conduit, outlets, etc., to remove existing sisal and related gypsum board. Finish wall to a level 5 seamless with wall above. Repaint entire corridor full height, floor to ceiling where sisal removed.

Temporarily remove electrical coverplate to refinish and repaint wall to match

Notes:

1. Paint all glazing frames and door frames in the work area assocated with doors to Rooms 306, 307, 368, 370, 390, 395, 396, 397, to be dark brown, all exposed sides

2. All walls door frames on 3rd Floor within the project area are existing to remain

3. Install new baseboard on both sides of Corridors 306 and 307 down to room 370 where sisal removed, to match new paint on door frames.

4. The government will remove all pictures, etc. in the project area where necessary.

3-70 Ex

A4

B4

A4

A2

C4

D4

A4

B1

B2

A1

3-90 A

3-68 B

3-95 A

3-95 B

3-96

3-97

3-68 A

3-98

Paint all hollow metal sidelight frames dark bronze to match door frames.

Corridor

Corridor

4"Eq. B4"Eq. B4"Eq. B4"Eq. B4"Eq. B 4"4"

1' - 2 1/4"+/-

4"4" Eq. A4"Eq. A4"Eq. A4"

B1 A3

Paint entire exposed gypum wall up to ceiling grid and down behind new wood wainscot

New wood wainscot.

Re: Section Detail

4" Eq. 4" Eq. 4" Eq. 4"

B1 A3

A1

A3 sim.

opp.

Paint entire exposed gypum wall up to ceiling grid and down behind new wood wainscot

New wood wainscot.

Re: Section Detail

Paint existing steel frame dark bronze to match sample frame.

New wood two-panel door

5 1/4"Eq.4"Eq.4"Eq.4"Eq.4"Eq.4"Eq.4"

B1 A3

Paint entire exposed gypum wall up to ceiling grid and down behind new wood wainscot New wood wainscot.

Re: Section Detail

New wood two-panel door

Paint existing steel frame dark bronze to match sample frame.

A1

A3 sim.

opp.

B2 A3

Paint entire exposed gypum wall up to ceiling grid and down behind new wood baseboad

New wood baseboard and trim, continuous. Re: Section Detail

Provide in-wall blocking for TV/Monitors. Verify all requirements for Owner-provided TV/Monitors.

Re: Electrical drawings

FORT LEAVENWORTH

DPW

SHEET ID

D

IR

EC

TO

R

AT

E O

F

PU

B

LI

C W

O R

K S

EN

G

IN

EE

R

IN

G D

IV

IS

IO

N

D

ES

IG

N

B R

AN

C

H D

R

AW

N B

Y:

D

ES

IG

N

ED

B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

IS

SU

E D

AT

E:

PR

O

JE

C

T N

O

1 2 3 4 5

D

C

B

A

0%

C on str uc tio n D ra wi ng s

M cC

LE

LL

AN

A

VE

FO

R

T

LE

AV

EN

W O

R

TH

, K S

7-

A4

Fl oo r 3

En la rg ed

C on fe re nc e

R oo m s

Pl an

"B ee hi ve

" B

N at io na l S im ul at io n C en te r C on fe re nc e R oo m s, O ffi ce s

Br ea k R oo m s D es ig ne r

Au th or

C he ck er

J

U

LY

3/8" = 1'-0"D4 Elevation - 3rd Floor SW Conf. - South

3/8" = 1'-0"C4 Elevation - 3rd Floor SW Conf. - West

3/8" = 1'-0"B4 Elevation - 3rd Floor SW Conf. - North

3/8" = 1'-0"A4 Elevation - 3rd Floor SW Conf. - East

1/8" = 1'-0"C1 THIRD FLOOR - Conf. Rms - Const Plan

3/8" = 1'-0"B2 Elevation - 3rd Floor N. Conf. Rm. - North 3/8" = 1'-0"B1 Elevation - 3rd Floor N. Conf. Rm - West

3/8" = 1'-0"A2 Elevation - 3rd Floor N. Conf. Rm. - South3/8" = 1'-0"A1 Elevation - 3rd Floor N. Conf. Rm - East

CLIN-1

M

AR

K D

ES

C

R

IP

TI

O

N D

Pe r S ch ed ule typical 2" Per Schedule

2"

B Hollow Metal Frame

Prime and Paint

Style & Rail Hardwood

2'- 2"

5" 6"

3'- 1"

2'-0" 3'-0"

Note: All glazing to be clear tempered

Category II Glazing

6'-0" typical 6"

6" 3'-

1" 5"

2'- 2"

7'- 0"

7'- 0"

One Light Hardwood

Style & Rail (Suite Entry Doors)

A Hollow Metal Frame

Prime and Paint

GENERAL NOTES:

A. All new door hardware to be brushed aluminum. Lever handles to match existing. Verify with COR.

B. Doors to be keyed per building standard. Verify all door functions with COR prior to order.

C. Doors to function as exits without special knowledge, keys, etc. required.

D. All interior doors to meet the ABA requirement of 5 lbs.

of force or less to open to 90 degrees.

E. 1. No exposed frame or jamb fasteners allowed F. All new frames to be fully welded, grind smooth, pre-prime.

G. All new hollow metal frames to be primed and painted.

Re: Finish Legend.

H. All new doors to match existing example door in all aspects, including, but not limited to stain, wood species, grain, detailing and finish. Match example dark brown stained 2-panel doors. Example doors to be verified with the DPW COR prior to fabrication.

DOOR HARDWARE GROUPS

Group 1 Existing to remain

Group 2 Existing hardware to remain in existing door being relocated.

Group 3 New Hardware to match hardware in existing office door to be removed. Door to be in original frame to remain.

Group 4 New Hardware to match hardware in existing door being replaced.

2" 1' - 6" 2" Per Schedule

2" 1' - 6" 2"

2" 3'

1/ 2"

4"

Pe r S ch ed ule

2"

Door Schedule Comments:

0. Existing Door and frame to remain.

1. Existing Door 1-36 - Frame to be the color basis for the newly painted frames of doors and sidelights. Doors to be the wood doors to match in this project (dimensions, specie, grain, cut, matching, stain, etc.) .

2. New door(s), Re: Elevations.

3. Relocate existing door to new door frame in new location.

4. Prime and paint all sides of existing and new hollow metal door and sidelight frames dark brown to match example Door 1-36. Re: Finish Legend.

5. Reuse existing carpet tile to patch in at new doors.

6. Add a wall stop. Patch dented wall and repaint to match.

7. Reuse existing door hardware with exist. door relocation.

R Existing Wood door to be relocated within same Office Area.

New Frame Re: Floor Plan

Pe r S ch ed ule typical 2" Per Schedule

2"

Ex Existing Hollow Metal

Frame to Remain Re: Door Sched.

for Exist. or New Paint (Note: only example door frame 1-36 not painted)

Ex Existing Wood door to Remain

DOOR TYPE ELEVATIONS DOOR FRAME ELEVATIONS

Door Schedule Abbreviations:

WD - New Wood Door(s) HM - Hollow Metal, medium duty Ex - Existing to Remain

Finish Schedule Comments:

1. Re: Floor 1 - Conference Room Carpet Plan

General Notes:

1. See door and frame schedule for painting of new and existing door frames.

FINISH LEGEND - BASIS OF DESIGN SELECTIONS & Notes:

Flooring:

F-0 Patch to match existing - Use existing DPW "Attic Stock" (no new needed)

F-1 New carpet tile matching existing to be installed in Floor . All carpet material to be supplied by the Tenant from attic stock on site.

F-2 (Carpet Tile - Floor 1 and Floor Conference Rooms) Manufacturer: J+J Invision Type: "Well Versed" Color Selection: "2169 ashbery" trim, "2172 herrera" field. Re: Floor Fin. Plans Notes: COR to direct final selections in submittal process.

Wall Base:

R-0 Match existing baseboard

R-1 Manufacturer: Tarket Type: Rubber - Cove type - (4" high - Floor 1; 6" high - Floor 3) Selection: To match existing example - Door Frame 1-36 (Tarket 47 Brown)

R-2 Manufacturer: Custom Type: Wainscot or Wood Base to match wainscot Note: See Elevations, Details

Paint:

PT-0 Match Existing (Paint entire exposed gyspum wall, corner to corner, each location)

PT-1 Paint Metal Door and Sidelight Hollow Metal Frames to match existing dark brown example frame to be identified by the DPW COR (SW 7020 Black Fox Similar).

Wall Finish:

WD Manufacturer: Custom

Type: Wood Wainscot Note: See Elevations

WC-1 (Conference Rooms, front walls and above wainscots) Manufacturer: York Type: Vinyl Wall Covering Selection: Natural Digest Color: "Resourceful"

WC-2 (Floor 1 Offices) Manufacturer: York Type: Vinyl Wall Covering Selection: Natural Digest Color: "Motivated"

Ceilings:

C-0 Patch to match existing ceiling panels and grid

C-1 Replace all existing ceiling panels and grid Manufacturer: Armstrong Ceilings Type: 2x2 Lay-In Ceiling Panel Selection: Sahara (Model #271) Grid: 15/16" Notes:

Room Floor Base Ceiling Number Room Name Finish Finish North East South West Finish Ceiling Height Comments

114 Open Office Ex R-2 Ex Ex Ex PT-0 Ex Ex

136 Corridor F-0 R-1 PT-0 PT/WW PT-0 PT-0 C-0 Ex

137 Reception/Hall F-1 R-1 WC-2 WC-2 WC-2 WC-2 C-1

138 Office F-1 R-1 WC-2 PT-1 WC-2 WC-2 C-1 Ex

139 Office F-1 R-1 WC-2 WC-2 WC-2 PT-1 C-1 Ex

140 Break Room See CLIN-2 Drawings

140A Hall F-1 R-1 Ex Ex Ex Ex Ex Ex

141 Office F-1 R-1 WC-2 WC-2 WC-2 WC-2 C-1 Ex

142 Comm. Rm. This Room Not in Contract

143 Conference Rm. F-1 R-2 WC-1 WD/WC-1 WD/WC-1 WD/WC-1 C-1 Ex 1.

144 Open Office F-0 R-0 Ex Ex Ex PT-0 C-0 Ex

306 Corridor Ex R-0 Ex PT-0 PT-0 Ex Ex Ex

368 Open Office Ex Ex Ex Ex PT-3 PT-3 Ex Ex

370 Audio Visual Rm. Ex Ex Ex Ex Ex Ex Ex Ex

390 Conference Rm. Ex R-2 WD/PT-0 WC-1 WD/PT-0 WD/PT-0 Ex Ex

395 Conference Rm. Ex R-2 WD/PT-0 WC-1 WD/PT-0 WD/PT-0 Ex Ex

396 Office Ex Ex Ex Ex Ex Ex Ex Ex

397 Office Ex Ex Ex Ex Ex Ex Ex Ex

ROOM FINISH SCHEDULE

Replaceable vinyl corner guard cover flush with gypsum board wall, paint to match wall

Corner guard metal structure

Gypsum board wall, prime and paint Metal stud wall framing

3"

3"

CLIN 1: Typical of four (4) - 90 deg. corners and four (4) - 135 deg. corners CLIN 2: Typ. of two (2) 90 deg.

Verify double studs at corners where existing framing

FORT LEAVENWORTH

DPW

SHEET ID

D

IR

EC

TO

R

AT

E O

F

PU

B

LI

C W

O R

K S

EN

G

IN

EE

R

IN

G D

IV

IS

IO

N

D

ES

IG

N

B R

AN

C

H D

R

AW

N B

Y:

D

ES

IG

N

ED

B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

'D

IS

SU

E D

AT

E:

PR

O

JE

C

T N

O

1 2 3 4 5

D

C

B

A

0%

C on str uc tio n D ra wi ng s

M cC

LE

LL

AN

A

VE

FO

R

T

LE

AV

EN

W O

R

TH

, K S

7-

A5

Fi ni sh a nd D oo r S ch ed ul es

"B ee hi ve

" B

N at io na l S im ul at io n C en te r C on fe re nc e R oo m s, O ffi ce s

Br ea k R oo m s D es ig ne r

Au th or

C he ck er

J

U

LY

1/4" = 1'-0"A3 Door and Frame

FIRST FLOOR DOOR SCHEDULE

DOOR

NUMBER

DOOR

TYPE Type

Door

Function Fire

Rating

Frame

CommentsWidth Height Material Under

Cut Type Material

1-36 Ex 6' - 0" 7' - 0" - Interior Ex HM 0, 1 1-37 1 6' - 0" 7' - 0" WD Interior A HM 2, 4, 5

1-38 R 3' - 0" 7' - 0" - B HM 3, 4, 7

1-39 A R 3' - 0" 7' - 0" - B HM 3, 4, 7

1-39 B R 3' - 0" 7' - 0" - B HM 3, 4, 7

1-40 Ex 3' - 0" 7' - 0" - Ex HM 0, 4 1-40A A Ex 3' - 0" 7' - 0" - Ex HM 0, 4 1-40A B Ex 3' - 0" 7' - 0" - Ex HM 0, 4

1-41 A R 3' - 0" 7' - 0" - B HM 3, 4, 8

1-41 B Ex 3' - 0" 7' - 0" - Ex HM 0, 4 1-42 Ex 3' - 0" 7' - 0" - Ex HM 0, 4

1-43 A R 3' - 0" 7' - 0" - B HM 3, 4, 7

1-43 B R 3' - 0" 7' - 0" - B HM 3, 4, 7

3-68 A 2 3' - 0" 7' - 0" WD Interior Ex HM 2, 4 3-68 B 2 3' - 0" 7' - 0" WD Interior Ex HM 2, 4 3-70 Ex 3' - 0" 7' - 0" - Ex HM 0, 4 3-90 A 2 3' - 0" 7' - 0" WD Interior Ex HM 2, 4 3-90 B 2 3' - 0" 7' - 0" WD Interior Ex HM 2, 4 3-95 A 2 3' - 0" 7' - 0" WD Interior Ex HM 2, 4 3-95 B 2 3' - 0" 7' - 0" WD Interior Ex HM 2, 4 3-96 2 3' - 0" 7' - 0" WD Interior Ex HM 2, 4 3-97 2 3' - 0" 7' - 0" WD Interior Ex HM 2, 4 3-98 2 3' - 0" 7' - 0" WD Interior Ex HM 2, 4, 6

12" = 1'-0"B1 Finish Schedule Notes

DOOR SCHEDULE

Door Hardware . Set .

Ex Ex Ex

Ex Ex

Ex

3" = 1'-0"A2 Corner Guard (C.G.) Detail

M

AR

K D

ES

C

R

IP

TI

O

N D

01710 FINAL CLEANING

1. Prior to acceptance of the work by the owner, the general contractor shall clean once prior to arrival of furniture and once after it is installed:

A. Vacuum all carpeted areas.

B. Dust all surfaces other than floors with clean rags.

C. Employee services of professional window washers to thoroughly clean, wash and polish all existing and new glass.

D. All cleaning materials and methods shall be as recommended by each manufacturer.

E. Removed marks, stains, fingerprints, other soil and dirt from painted decorated surfaces.

F. Clean and polish hardware for all trades as necessary to establish new condition.

G. Remove spots, soil, paint from tile work; wash and seal.

H. Clean fixtures and equipment, remove stains, paint, dirt and dust.

I. Remove temporary floor protection for finished floor; clean and polish such floors.

J. Where resilient flooring is supplied, clean, wax and polish all resilient floor surfaces if and as recommended by flooring manufacturer and Owner.

DIVISION 2 - SITE WORK

02070 - DEMOLITION

1. Provide demolition related to the project work in accordance with any base building specifications or requirements prior to beginning demolition.

2. Return scope of work to original base building condition, including, but not exclusive of where removing doors, door frames, hardware, finishes, existing partitions not noted to remain, existing floor-covering, acoustic ceiling tile and power/telephone receptacles where existing partitions are to be removed.

3. Patch base building columns and window framing where existing partitions are to be removed.

4. Existing materials to remain (i.e. hollow metal frames, ceiling tile and grid) shall be cleaned, refurbished and reused (when consistent with the architectural specifications and drawings), whenever possible. Contractor to replace damaged elements to match existing in all aspects.

5. Patch all existing walls and ceilings scheduled to remain, to provide a compatible surface to receive specified new finish.

DIVISION 3 - CONCRETE

1. Provide concrete patching as required.

2. All trenching or floor cores should be coordinated with the landlord. Any damage caused during the process of trenching is the responsibility of the Contractor.

3. Floor leveling shall be provided to meet manufacturer's requirements for finish materials, including carpeting and tile.

DIVISION 4 – MASONRY - N/A

DIVISION 5 – METALS - See Division 8, Section 08100 Metal Doors and Frames.

DIVISION 6 - WOOD & PLASTICS

06100 - ROUGH CARPENTRY

1. This work includes generally not exposed carpentry work. Rough carpentry includes:

A. Wood nailers, blocking or sleepers B. Wood furring.

2. Provide fire-retardant treatment as required by governing ordinance and one that will not bleed through finish surfaces.

3. Provide seasoned lumber with 15% maximum moisture content at time of dressing.

4. Provide blocking in all partitions where required to anchor wall standards, cabinetry, equipment, and other items.

06200 - FINISH CARPENTRY

1. Provide finish carpentry as shown on the drawings and in accordance with AWI quality standards established by the Architectural Woodwork Institute.

2. All hardwood for paint finish shall be natural birch, custom grade.

3. All plywood used shall have a particle core.

4. Contractor to include in bid, pricing for furring out walls for fire extinguisher cabinets.

Cabinets to be provided by Contractor. Fire Extinguishers to be provided by Tenant.

5. Provide installation of welded hollow metal frames, wood doors, metal framing, and finish hardware as shown on drawings.

6. Adjust hardware for proper operation and code compliance of all doors in space as shown on drawings, including but not limited to minimum opening force allowable by the administrative authority for fire doors and 5 lbs. max for interior hinged doors and gates, sliding and folding doors.

7. The millwork contractor shall obtain and field verify all measurements and conditions at the building affecting his work and shall be responsible for all details and dimensions assuring precision fitting and proper assembly of his products.

8. All work shall be accurately set plumb, level and square, scribed tightly and accurately to adjacent surfaces, securely anchored in the position indicated on drawings and approved shop drawings.

9. Coordinate installation of in-wall steel anchorage and miscellaneous blocking with all trades for precise locations.

10. Make all necessary modifications in the field to accommodate conduit, piping, ductwork, outlets, boxes, sprinkler pipes, or other miscellaneous items.

11. Seal all door edges after fitting and undercutting.

06402 - INTERIOR ARCHITECTURAL MILLWORK

1.Provide architectural millwork as shown on drawings. Refer to the following as applicable.

2.Types of architectural millwork include, but are not limited to, the following:

A. Standing and running trim B. Solid surface counter tops C. Plastic laminate base and upper cabinets D. Plastic laminate shelving and supports

3. Mark each assembled unit of architectural woodwork with manufacturer's identification and grade mark evidencing compliance with indicated AWI quality grade. Locate grade mark on surfaces which will not be exposed after installation.

4. Comply with applicable requirements of "architectural woodwork quality standards" published by the Architectural Woodwork Institute (AWI), except as otherwise indicated.

5.Submit manufacturer's certification, stating that the fabricated work complied with the quality grades and other requirements indicated.

6.Shop drawings: Submit shop drawings showing location of each item, dimensioned plans and elevations, large scale, installed boards with edges perpendicular to supports, with end joint staggered over supports, except where recommended in a different arrangement by manufacturer.

DIVISION 8 - DOORS & WINDOWS (See door schedule)

08100 - METAL DOOR FRAMES

1. Provide pre-primed hollow metal frames as indicated and scheduled on the drawings, unless noted otherwise.

2. Submittals

A. Product Data: Submit manufacturer's technical product data substantiating that products comply with requirements.

B. Shop Drawings: Submit for fabrication and installation of steel frames. Include details of each frame type, conditions at openings, details of construction, location and installation requirements of finish hardware and reinforcements, and details of joints and connections. Show anchors and accessory items.

3. Provide schedule of frames using same reference opening numbers as those on the construction drawings.

4. Inspect metal work upon delivery for damage. Minor damages may be repaired provided refinished items are equal in all respect to new work and acceptable to architect;

otherwise, remove and replace damaged items as described.

5. Provide shop-applied, rust-inhibitive primer to the more conservative of the paint manufacturer's recommendation or per industry standard.

6.Prepare frames to receive finish hardware in accordance with final finish hardware schedule and templates provided by hardware supplier. Comply with specifications for door and frame preparation with applicable requirements of ANSI A115 series for hardware.

7 .Provide for three (3) door mutes (silencers) per frame.

8. Provide for floor anchor clips for each jamb. Clips to be fourteen (14) gauge with two

(2) anchor holes and welded frames.

9. Fire-rated door assemblies (if any): Where fire-rated door assemblies are indicated or required, provide fire-rated door and frame assemblies that comply with NFPA 80 "Standard for Fire Doors and Windows" and have been tested, listed, and labeled in accordance with ASME 152 "Standard Methods of Fire Tests of Door Assemblies " by a nationally recognized independent testing and inspection agency acceptable to authorities having jurisdiction.

08211 - FLUSH WOOD DOORS

1. Provide wood doors to match existing in all aspects, as shown on the drawings.

2. Provide underwriter lab markings for fire doors in accordance with National Fire Protection Association and applicable local codes. Moisture content of doors shall be 12% maximum at time of fabrication.

3. Maximum warp shall be 1/4" with allowable tolerances of 1/16" in overall dimension.

4. Flush doors shall be guaranteed for a period of two (2) years.

5. Seal all door edges after fitting and undercutting.

6. Comply with WDMA's "How to Store, Handle, Finish, Install, and Maintain Wood Doors."

08710 - FINISH HARDWARE

1. Provide finish hardware for the project per as shown on drawings and agreed upon with Owner, unless otherwise noted. Verify all with Owner through shop drawings.

2. The hardware contractor shall be responsible for thoroughly detailing the entire project to insure the items specified will properly function in the indicated locations.

3.For labeled openings provide hardware in accordance with National Fire Protection Association's standards and local ordinances.

4. Provide keying and keying schedule with owner and per Tenant requirements.

08800 - GLASS & GLAZING

1. Provide each type of glass as shown on the drawings and listed in the item specification sheets, provide all components for a complete installation.

2. Glass shall conform with federal specifications DD G451-C.

3. Unless otherwise shown, confirm with details and procedures of the "Glazing Manual" (flat glass jobbers association).

4. All glass shall be tempered unless noted otherwise.

5. All tempered glass shall be tempered without tongmarks or labels.

6. All glass shall be 1/4" or greater per industry standard.

7. Each type of glass specified to be produced by one (1) manufacturer.

8. Openings and cut glass accurately to fit each opening with minimum edge. Measure all clearances and bit on glass as specified FGJA. If glass is to be cut to size at project site, deliver each piece to project at least 2" larger (in both dimensions) than required, so as to cut edges without the necessity of seaming or nipping.

9. Prime surfaces to receive glazing compounds in accordance with manufacturer's recommendations, using recommended primer.

10. Inspect each piece of glass before installation. Pieces which have significant impact damage at edges, scratches or abrasions of faces, or any other evidence of damage shall not be installed. Locate setting blocks at the quarter points of sill, but no closer than 6" to corners of glass.

11. Use blocks of proper size to support the glass in accordance with manufacturer's recommendations where continuous gaskets or provide spacers for all glass to separate glass from stops.

12.Locate spacers 36" O.C. maximum inside and out, with minimum of two (2) spacers per edge of glass.

13. Set glass in a manner which produces greatest possible uniform appearance. Face all glass which has dissimilar faces with matching faces in the same direction.

14.Glazing materials from different sources shall not be used in the same joint systems unless the manufacturer of each material has stated, in writing, that his material is fully compatible with the other materials.

15. Use masking tape or other suitable protection to limit coverage of glazing materials to the surface intended for sealants.

16. Butt lap ends of sealant tape in accordance with the manufacturer's recommendations.

17. Tool exposed surfaces of glazing materials to provide a slight wash away from the glass. Install exposed tapes and gaskets with a slight protrusion above stops in the final compressed condition.

18. Clean excess sealant or compound from glass and framing members immediately after application, using solvent or cleaners recommended by manufacturer.

19. Cure sealants in accordance with the manufacturer's instruction to attain maximum durability and adhesion in glass and framing as soon as possible.

20. Protect glass from breakage immediately upon installation. Use streamers of ribbons suitably attached to framing and held free of the glass. Warning markings shall not be applied directly to the glass.

21. Remove and replace glass which is broken, cracked, or scratched, by any source, including weather, vandalism and accidents prior to Owner acceptance.

22. Maintain glass in a reasonably clean condition during construction so that it will not become stained and will not contribute to the deterioration of the glazing materials.

23. Wash and polish on both faces, not more than four (4) days prior to date of final acceptance. Comply with instructions and recommendations of glass manufacturer of cleaning in each case.

In addition to the notes herein, SEE the Attached by Reference "BOOK SPECIFICATIONS" Sections included in the contract

DIVISION 1 – GENERAL REQUIREMENT

01010 – SUMMARY FOR WORK

1. The work will include general construction, plumbing, mechanical and electrical, and fire protection work. The work covers the construction and finishing of interior office, conference and break room spaces at Building B45 on all three levels. The Contractors Bid shall be broken out by CSI specification section, then summarized in sections of Contract Line Item 1 (CLIN-1) and Contract Line Item 2 (CLIN-2).

a. CLIN-1: Floors 1 and 3 Offices and Conference Rooms (Generally, Architectural Sheets A2 thru A6 and related MEP, FP drawings)

b. CLIN-2: Break Rooms and Areas (Generally, Sheets A11 thru A15, and related MEP, FP drawings)

2. Building is to be occupied and operational throughout the construction period. Contract to minimize loud noise-making processes. The drawings and specifications indicate the scope of the project in terms of architectural design concept, but do not necessarily indicate or describe all work required from the full performance and completion of the work. Contractor's bid shall be based on these drawings with the understanding that the contractor and each subcontractor are to furnish and install all items required for the proper completion of the work. Contractor shall make provisions for the necessary execution of the work. These include, but are not limited to, such items as demolition, new construction, hoisting, storage, freight access, debris removal, and other items required for a complete project.

3. The contractor will ensure coordination between the trades to provide for a complete project.

4. The contractor is responsible for following and building the project to comply with all codes, and regulations, including tenant and federal.

5. Construction contract and these documents (drawings and specifications) shall govern workmanship/ material/design. Any note or indication shown or implied which conflicts or does not conform to the letter or spirit, so defined, shall be brought to the attention of the Contracting Officer's Representative (COR) for review/action.

6. No deviations or changes to the design intent shall be made without the approval of the COR.

7. Contractor shall re-execute any work that fails to conform to the construction documents and any defects due to faulty materials or workmanship.

8. Warranty shall be extended for all construction components and equipment and installations included in this work for a minimum of 12 months from the date of final completion (unless noted otherwise).

9. General contractor shall be responsible for all applicable taxes, local building department filing, permits, approvals, etc. Payment for all necessary fees as required by the above authorities for job completion and sign-off shall be included in base bid to Owner unless noted otherwise.

10. Prior to construction, general contractor shall present proof of insurance covering in amounts required by local law as stipulated by the building, and as required by the Owner.

11. General contractor is responsible for securing the site work, on-site storage areas and equipment during construction for protection of the property, as well as, materials, tools, etc.

12. Safe construction practices shall be observed to provide workperson's safety on the job and safety of all on-site personnel including, but not limited to the COR, architect and existing tenants to remain.

13. General contractor is responsible for coordination of all deliveries, access, and protection of the base building during product movements.

14. General contractor is responsible for means and methods, including verifying and coordinating movement of products and materials through the building.

15. General contractor shall permit and facilitate observations of work by the COR, the Architect and agents at all times, as requested or needed.

16.General contractor shall properly cooperate, coordinate and meet with any government-retained contractors or vendors in completion of the project.

17. Contractor is responsible for field measuring and verifying all existing conditions prior to the start of construction and shall notify architect immediately in writing of any required changes that may be necessary in order to not delay the project.

18. In the case of discrepancies between the contract documents, the contractor shall secure instruction from the COR/architect prior to proceeding. The greater value option should always be assumed and maintained until written instruction from the Owner/Architect indicate otherwise.

01300 SUBMITTALS (Including SAMPLES) General contractor is responsible for submitting the following items to the COR/ architect for review:

Submit shop drawings for architect's review for all items requiring fabrication (all millwork, doors, sidelights, glass, wood wainscots, wood base, all finishes including, but not limited to paint, carpet, LVT, ceilings, resilient base, etc.)

A. Shop drawings: One legible PDF with a minimum 3" high x 4" wide white space for architect's review stamp, and another for contractor's review stamp.

B. Product Data: PDF.

C. Samples: Three (3) of each finish sample as listed on the specification sheets. Two (2) for the COR/Architect and one (1) to return to the Contractor. Minimum samples if not noted elsewhere - Solid surface counters, cabinet laminate, cabinet hardware, shelving, wall tile, wall tile metal trim, grout, wall covering, LVT, ceiling tile, paint, etc., door wood, door hardware, etc.

Samples to be 8 1/2"x11" unless a smaller full piece is specified.

D. Submit carpet layout/pattern for architect's review for all types of carpet specified, including transitions.

E. Submit mechanical, electrical, plumbing and fire protection shop drawings and layouts to COR for DPW review.

01400 PROJECT COORDINATION

1. A pre-construction meeting will be conducted to review all procedures, schedule and phasing of the project.

2. Contractor is to administer a bi-weekly, on-site Tenant/COR/Contractor meetings, including contractor meeting notes. (DPW may elect to write meeting notes).

3. Contractor shall provide the COR a construction schedule that aligns with the requirements of the Tenant and provides critical path items. Contractor to provide weekly updates to the schedule.

4. A project schedule, Schedule of Values (at a minimum broken out per specification listing), submittal schedule, and a list of subcontractors will be required by the first regularly scheduled Contractor/COR meeting. The submittal schedule shall be updated as required throughout the construction period.

5. The Contractor is to provide and complete work on it's own internal punch list prior to Owner and Architect's punch list walk-thru. The Contractor is to provide a written statement that all internal punch list items have been completed to their satisfaction prior to scheduling a punch list with the government, at a time acceptable to all parties.

6. Pay applications will be submitted to the architect for review and will follow standard AIA conventions, including partial and final lien waivers.

076402 - Interior Architectural Millwork Continued...

7. laminate: Comply with NEMA LD-3; Type; thickness, color pattern and finish as indicated for each application, or if not indicated, as selected by the architect from the manufacturers full range of finishes, U.N.O.

8. For the following types of architectural woodwork, comply with the Architectural Woodwork Institute (AWI) quality standards as indicated:

A. Standing and running trim & rails: AWI section 300, Premium grade.

B. Architectural cabinets (laminate clad cabinets): AWI Section 400A Custom grade.

C. Architectural cabinets (tops - wood and plastic laminate): AWI Section 400C

Premium grade.

D. Factory finishing: AWI Section 1500 Premium grade.

E. Installation of architectural woodwork (interior) AWI Section 1700 Premium grade.

F. Paneling: AWI Section 500 Premium grade.

9. Fabricate architectural woodwork and pre-cut openings, where possible, to receive plumbing fixtures and similar items. Locate openings accurately and use templates or roughing -in diagrams for proper size and shape. Smooth edges of cutoffs and where located in countertops and similar exposures, seal edges of cutouts with a water resistant coating.

10. Before proceeding with fabrication of woodwork required to be fitted to other construction, obtain field measurements and verify dimensions and shop drawing details as required for accurate fit.

11. Shop-assemble all millwork in units as large as can be delivered into area of installation. Provide shop-prepared attachment devices for field connections which are necessary. Design attachment devices so that field connections will comply with fastening and joinery construction requirements and tolerances for the specified grade.

12. Coordinate finishing of millwork with the painting sections of these specifications and shop - apply specified finishes. Clean and prepare surfaces. Fill exposed nail holes. Use matching wood filler for millwork receiving transparent finish.

13. Plastic laminate type: horizontal grade, general purpose, postformable, .050 inches thick, high pressure laminate. Laminate shall meet the minimum performance standards of international organizations of standardization and national electrical manufacturers association.

14. Shop finishing. To the greatest extent possible, finish architectural woodwork at shop or factory. Defer only final touch-up, cleaning and polishing for time after delivery and installation.

15. Transparent finish:

A. General finish standard: AWI finish system No. 3 premium grade, semi closed finish grain finish.

B. Shop application: Stain and sealer (match approved sample for color). Sanding followed by two (2) coats of clear catalyzed varnish, rubbed to medium sheen.

C. Final finish (in field) touch-up only.

16. Install the work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'-0" for plumb and level (including countertops); and with 1/16" maximum offset in flush adjoining surfaces, 1/8" maximum offsets in revealed adjoining surfaces.

17. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair finish damage at cuts.

18. Standing and running trim: install with minimum number of joints possible, using full length pieces (from maximum length of lumber available) to the greatest extent possible.

Stagger joints in adjacent and related members. Cope at returns, miter at corners and comply with quality standards for joinery.

19. Anchor woodwork or veneer panels to anchors or blocking built-in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk concealed fasteners and blind nailing as required for a complete installation. Except where prefinished matching fasteners heads. Use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork, and matching final finish where transparent finish is indicated.

20. Countertops: Anchor securely to base units and other support systems.

21. Repair damaged and defective woodwork wherever possible to eliminate defects functionally and visually; where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance.

22. Clean woodwork on exposed and semi-exposed surfaces. Touch-up shop-applied finishes to restore minor damaged or soiled areas to new appearance. More significant (in the Owner's opinion) damaged or soiled items are to be replaced.

23. Architectural woodwork installer shall advise contractor of procedures required to protect architectural woodwork during remainder of construction period to ensure that work will be without damage or deterioration at time of acceptance. Protect finished surfaces with heavy-duty canvas or polyethylene sheets.