Architectural A0 Cover Sheet A1 General Notes, Code Information, Wall Types A2 Overall Floor Plans A3 Enlarged Plans A4 Building Elevations A5 Schedules and Reflected Ceiling Plan A6 Architectural Specifications

Drawing Index

Electrical E1 Electrical Demolition and Site Data Plans E2 Electrical Power and Lighting Plans, Schedule E3 Electrical Specifications

Plumbing P1 Plumbing P2 Plumbing Demolition and Details P3 Plumbing Details

Mechanical M1 Mechanical Floor Plans M2 Mechanical Schedules and Details M3 Mechanical Specifications M4 Mechanical Specifications

Civil C1 Existing Conditions C2 Demolition Plan C3 Site Plan C4 Grading Plan C5 Civil Details

Project Site B1146

USDB

Warehouse

USDB

JRCF

Kickapoo Rd.

Sheridan Dr.

N. W arehouse Rd.

Kinder

Range

Fort Leavenworth, KS

Code Information Code: UFC 1-200-01 with Change 1, 3-101-01 with Change 1

UFC 4-440-01

2021 International Building Code (IBC) 2021 International Mechanical Code (IMC) 2021 International Plumbing Code (IPC) 2021 International Fuel Gas Code (IFGC) 2021 International Fire Code (IFC) 2021 International Energy Conservation Code (IECC) 2021 International green Construction Code (IgCC) 2023 NFPA 70, National Electrical Code (NEC) 2023 NFPA 70E, Std. for Electrical Safety inWorkplace 2022 NFPA 72, National Fire Alarm & Signaling Code NFPA 101 (2018) for Egress Architectural Barriers Act (ABA)

Construction Type: IIIB Occupancy Type: S-1 (Warehouse)

Area Allowable: 60,000 SF (UFC 3-600-01, 4-46.5.1)

Area Actual:

Existing Building: 9,347 SF New Addition: 1,236 SF Total: 10,583 SF

Occupancy Count: 10,573 / 300 SF per person = 35.2 (36 People) 18 Women, 18 Men

PATH OF EGRESS

Egress (NFPA 101, Table 42.2.5) Dead End Corridor 100 Ft. Max., 5'-0" Ft. Actual Common Path of Travel:100 Ft. Max., 5'-0" Ft.Actual Maximum Path to Exit: 400 Ft. Max. 97'-0" Actual

No fire separation required B Office/S-1 Storage (UFC 3-600-01; 4-46.5.2.2 states Re: IBC Chapt. 5)

Exits: 2 Required; 2 Provided

Plumbing Counts Required Provided Toilets (1/100) 1/gender 2 Lavatories (1/100) 1/gender 2 Drinking Fountains (1/1000) 2 2 Janitor's Sink (1) 1 1

Plans were prepared in accordance with architect's understanding of the Architectural Barriers Act

Building is sprinklered. Contractor to modify the existing sprinkler system to meet the UFC-3-600-01 and NFPA 13 codes within the new and existing building.

Contractor to provide in rack sprinkler heads with guards between all new and existing racks such that they do not obstruct rack storage space. Contractor to calculate the required fire pump size and replace the existing pump if required. Contractor shall submit load, pump calculations and shop drawings for the fire sprinkler design.

Contractor to add and/or relocate smoke and fire detectors and alarms, and to reprogram the fire alarm system for relocated and new added devices as required by applicable codes and regulations. New work to conform to UFC 3-600-01 and NFPA 72.

2021 International Energy Conservation Code (IECC) Contractor product submittals to highlight rule below and what the proposed product rating is for each product and assembly.

a. Window & Doors U-Factor 0.7 (BUT/h x ft2 x deg. F) Max

b. Opaque Thermal Envelope Insulation – Component Min.

Requirements

a. Metal Building R-19_R-11 LS

b. Attic & Other R-49

c. Metal building R-13 + R-13ci

d. Metal Framed R-13 + R-7ci

e. Unheated Slabs R-15 for 24” below

c. Opaque Thermal Envelope Assembly, Max. Req't U-Factor

a. Metal Building: U-0.035

b. Attic/Other: U-0.021

c. Metal Framed Walls U-0.054

d. Floors: U-0.057

e. Unheated Slabs F-0.52

f. Opaque Door-Swing U-0.37

g. Opaque Dr.nonSwg U-0.31

h. Garage Door U-0.31

d. Follow Effective R-Values for Steel Stud Wall Assemblies

Construction Must comply with the 2021 IECC and other codes noted below.

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%

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-

/ 2

/ 2

A0

C ov er S he et

B1

-T ex til es W ar eh ou se

O ffi ce

A dd iti on

JC

M

JC

M

SE

R

B1146 - USDB TEXTILES WAREHOUSE

EXPANSION & RENOVATION

1 : 1

A5 Drawing Index

1 : 1

B5 Location Map

1/4" = 1'-0"

A1 Code Information

Existing Building

New Building Addition

Existing Drive to Remain

New Truck Dock & Rails

New Concrete

FORT LEAVENWORTH

DIRECTORATE OF PUBLIC WORKS

100% CONSTRUCTION DRAWINGS

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R ev is io n

1, A dd en du m

/ 1

/ 2

Revision 1, Addendum 1 - 3 / 12 / 2026

1. Demolish and remove all elements noted and/or shown as dashed. Coordinate the removal of associated MEP elements.

2. Contractor shall remove, haul off site and dispose of all existing construction not to be salvaged.

3. Remove existing flooring and wall finish. Repair and prepare substrate for new finishes.

4. Salvage existing doors, frames and hardware for reuse at new locations. Refinish for new appearance.

5. Contractor shall coordinate all schedules with owner prior to commencement of work, including demolition duration, working times, building access and after-hours work.

6. Provide exit lights, horn strobes and emergency lighting per code requirements.

1. All new exterior and walls, doors and frames to match existing.

2. All new interior doors and frames to match existing.

3. Prime new or reworked gypsum walls. Paint all gypsum walls with a minumum of (2) coats of paint. See Finish Schedule.

4. New switching to be located at 46" AFF to top of plate.

5. Raise existing window blinds and protect during the work.

6. Install additional fire protection devices, to include smoke detectors, fire alarms, alarm speakers, ADA strobes, etc. as required by building codes.

7. Add and relocate sprinkler heads as required. Contractor to provide design-build drawings for DPW review prior to work.

8. Notify Architect of any dimension changes per plan.

Demolition Notes

General Construction Notes

Wall Type Legend

1 Wall Type 1: Re: B4 / A5Existing Wall

Wall to be Removed

Wall Symbol Legend

New Wall

Wall Type 2: Exterior Walls of new addition may be either "stick-built" with metal studs and roof joists or with metal building construction similar to the existing building.

Exterior building skin to match existing in all aspects. Interior of walls to have vapor barrier, insulation and 5/8" gypsum, painted.

3 Wall Type 3: Same as "1", but with 3 5/8" studs, and walls up to 42" above floor with a 3/4" thick stained Birch hardwood cap. Wood cap to be same width as gypsum wall with 1/4" x 1/4" reveal below cap to gypsum board and all exposed edges "eased".

NOTE: CONTRACTOR HAS THE OPTION TO CONSTRUCT

THE ROOF AND WALLS OF THE ADDITION IN EITHER

TRADITIONAL METAL BUILDING METHODS TO MATCH

THE EXISTING BUILDING, OR WITH METAL STUDS, BUT

WITH EXTERIOR SIDING, ROOF WINDOWS, DOORS AND

DETAILING TO MATCH EXISTING.

1A Wall Type 1A: Re: B4 / A5

1B Wall Type 1B: Re: B4 / A5

High fountain to have matching prefabricated cane-detectable skirt, or "apron", by the drinking fountain manufacturer

Wall base Note: Verify and provide carrier or blocking support requirements mi n.

cle ar ro ll-u nd er

2'

- 3 " a bs olu te m ax

. c an e de te ct io n

" m in.

, 4 3" m ax

3'

- 4 sp ou t o utl et

(2 '-1 0" m ax

2'

- 9 1/ 2" lo w sp ou t

ADA/ANSI compliant drinking fountains centered in wall, Re:

Plumbing Drawings

Janitor sinkEye wash

Wash basin Drinking Fountians

7" 7"

1' - 8" 1' - 0" 2' - 3" 3' - 3" 2' - 6" 1' - 6"

10' - 6" 6' - 0"

5' - 3" 5' - 3"

5'

- 0

Steel Bollard to match existing prime and paint

2' - 1" 3' - 4" 7"

7' - 9" 7" 7' - 9"

6'

- 8

B1

A1

B1

A1A1

1' - 5"

1' - 7" 5'-0" min. clear 5' - 4 1/2"

1' - 5"

1' - 7"

5'-0" min. clear 5' - 4 1/2"

CL

CL

CL

CL

CL

CL

CL

- Door Number

NORTH

North Arrow

ROOM

NAME

Room Name Room Number

0 2' 4' 8' Graphic Scale

1 View Name 1/8" = 1'-0"A102

Detail Number

Origin Sheet Number Scale

A101

SIM

Detail Number

Sheet Number

Name Elevation Elevation Mark

A101

SIM

Detail Reference

Detail Number

Sheet Number

A101

SIM

Interior Elevation

Detail Number

Sheet Number

Revision Reference

9' - 0" Ceiling Height

A Wall Tag

Existing Recessed Can Light Fixture

Existing Fluorescent Light FixtureE

E

New Recessed Can Light FixtureN

Relocated Recessed Can Light FixtureR

New Fluorescent Light FixtureN

Relocated Fluorescent Light FixtureR

Wall Sconce

Linear Strip Fluorescent Light Fixture

Light Fixture Symbols

Annotations and Symbols

Section Reference polished concrete polished concrete

LVT-1

LVT-5

LVT-2 LVT-2

LVT-2

LVT-3

typical LVT-4 transitions as faces of walls as shown transitions under doors

Note: All 18" LVT tile spacing unless noted otherwise. Orient grain of wood along long dimesion of patch of tile, miter at corners.

Use north-south orientation for squares.

min.

3' - 6"

2'

- 1 0" max.

1' - 0"

(3 9" m in.

, 4 1" m ax

3'

- 4 mi n.

1'

- 6 pa pe r o utl et

1'

- 8

6" wall base Re: Finish Schedule Toilet paper dispenser

Accessible toilet, Re: Plumbing

ADA accessible grab bars cle ar un de r b ar

1 1 /2" m in.

7"to9" 8"

(39" min., 41" max.)

3' - 4"

4' - 6" max.

mi nim um

1 1 /2" cl ea r

Note: Any paint on walls or ceiling to be epoxy.

6" rubber wall base

Accessible toilet, Re:

Plumbing

ABA-compliant grab bars

1 1/2"

2' - 0" 1' - 0"

2'

- 1 0"

Flush operator open side

1' - 7"

24" x 36" frameless mirror

24" LED light fixture, Re: Electrical

Prime and epoxy paint gypsum, typical. Re:

Schedule.

Not to Scale

A3 Notes and Symbols 3/4" = 1'-0"

A2 ABA Drinking Fountains Elevation

3/8" = 1'-0"A3

B2 Enlarged Latrine Plan

FORT LEAVENWORTH

DPW

SHEET ID

D

IR

EC

TO

R A

TE

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 A N 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% D ra wi ng s

M cC

LE

LL

A N A

VE

FO

R T

LE

A

VE

N W O R

TH

, K S

7-

/ 2

/ 2

A1

G en er al

N ot es , C od e

In fo rm at io n, W al l T yp es

B1

- T ex til es W ar eh ou se

O ffi ce

A dd iti on

JC

M

JC

M

SE

R

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

1/8" = 1'-0"A2

C4 Addition Floor Finish Plan

1/2" = 1'-0"

A1 ABA Toilet - Flush Valve Bars Rt

1/2" = 1'-0"

B1 ABA Toilet - Flush Valve Wall Elev

80' - 0 1/2" +/-

D.S.

Existing underground water valve. Re: Plumbing

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S. F.F.E.: 114' - 3"

Existing Building 9,622 SF, 45 Racks Existing

Demolish for new Recessed Dock Ramp, Re: Civil

Ex ist ing R ac ks to re ma in, ty pic al of

EXISTING

ROAD TO

REM

AIN

Existing latrine room walls, doors, ceilings, lighting, electrical, flooring, doors, frames, mirrors, toilet fixtures, lavatories, eye wash, janitor's sink, drinking fountains, exhaust fan and water heater to be removed. Re:

Plumbing, Mechanical, Electrical.

Ex ist ing R ac in, ty pic al of

Ex ist ing R ac in, ty pic al of

Contractor to Relocate Racks, Re: Construction Plan, typical.

Remove existing full-height wall and double doors

Ex ist ing bo xe s t o re ma in, ty pic al of

Existing boxes to be relocated by User, typical of 7

Existing equipment and boxes to remain, relocate

Demolish for new Office addition, Re: Construction Plan

Ex ist ing bo xe s t o sh ift, ty pic al of

(F

(F04)

A3 C1

Demoish for new dock, level slab apron with building slab, Re: Civil

Demolish for new concrete Drive, Re: Civil

Contractor to Reorient Rack, Re: Const. Plan.

REFER TO CIVIL DRAWINGS FOR

EXTERIOR PAVING, GRADING WORK, ETC.

Ex ist ing R ac ks to be sh ifte d 1 '-0

" s ou th, typ ica l o f 6

, v er ify ex ac t lo ca tio n w ith na ge me nt

. R e:

Co ns tru cti on P lan

(F21)

0'

- 1 scanner weigh scale

Demolish "man" door and wall for new window, Re: Construction Plan

Demolish garage door for new door and window, Re: Construction Plan

Remove wall for new garage door, Contractor to verify the design and adjust existing metal building frame for new garage door.

True North

Plan North

Contractor to Relocate Racks

Existing Fire Sprinkler "Y" connection, interior piping and fence to remain

Wall Key Demolish Wall Existing Wall to Remain

True North

Plan North

Verify 80' - 0 1/2" +/-

Gas building entry to remain

D.S.

Existing water supply to be removed, Re: Plumbing

D.S.

D.S.

D.S.

New Wall-mounted HVAC Re: Mechanical

D.S.

D.S.

D.S.

D.S.

F.F.E.: 114' - 3"

Existing Building

9,622 SF

42 Racks Existing

Existing Water Line

New Rack Note: New and relocated pallets to be stacked as high as existing in each row.

Existing Rack to Remain

Existing Rack Relocated

KEY (All new, relocated and existing racks to be secured to floor)

Ne w, re ce ss ed co nc re te tru ck do ck

. R e:

Ci vil

New Addition, Re: Enlarged Plan

Owner to relocate boxes and cabinets, typical

Drainage Flume

Down

Do wn

Sl op e

Re tai nin g W all an d R ail ing , R e:

Ci vil

3'-0" deep

A3 A1

New Downspout (D.S.)

Co ntr ac tor to re loc ate pa lle t r ac ks Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

Ne w

New

Contractor-Relocated (Re-oriented) pallet racks

Sh ift ra ck s

1' -0

" s ou th

31 Existing racks to remain

Existing vehicular drive. Re: Civil

Existing grade to remain, typical unless noted otherwise. Re: Civil.

Existing grade to remain

Existing grade to remain

Existing paving to remain

Existing sprinkler "wye" connection equipment, piping and fence to remain. Re: Mechanical

Existing entry door and apron slab to remain.Existing windows to remain.

Patch hole in siding with full height pieces and complete interior insjulation to seamlessly match existing adjacent where HVAC unit and related piping removed. Patch gypsum board opening, finish and paint to match. Re: Mechanical

Patch hole in siding with full height pieces and complete interior insjulation to seamlessly match existing adjacent where HVAC unit and related piping removed.

Re: Mechanical

Re loc ate d

Ne w

42" high steel guard railing, factory prime, powder-coat paint

Ex is tin g

G as

L in e

Ex is tin g

G as

L in e Ex is tin g W at er

L in e

Existing Water Line

Existing Gas and Water lines, Re: Mechanical and Civil

New paved drive, Re: Civil

Owner-Relocated Scanner

M ax im um

P at h of

T ra ve l t o Ex it

0"

0'

- 1

Owner-Relocated Weigh Scale, boxes and equipment

New dock leveler

A4

D1 North Elevation

A4 A1

W es t E le va tio n

A4C1

Ea st

E le va tio n

A4

B1 South ElevationDock bumpers on each side and below the dock leveler to match Ft. Leavenworth USDB Sales Store Dock

Co ntr ac tor to re loc ate pa lle t r ac

Contractor to provide and install 17 new 4-level pallet racks and bracing, (match existing), relocate pallet racks as shown and bolt all new and existing to the existing concrete slab.

DPW to review and approve all final pallet rack locations prior to contractor bolting to the floor.

Patch and refinish existing walls to remain, paint.

Owner to relocate boxes and cabinets, typical

Fire Alarm panels to remainRelocate electrical panel. Re: Electrical

A5 A1

Wall Key New Wall, Re: Wall Type Existing Wall to Remain

A1 C4

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%

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-

/ 2

/ 2

A2

O ve ra ll

Fl oo r P la ns

B1

-T ex til es W ar eh ou se

O ffi ce

A dd iti on

JC

M

JC

M

SE

R

3/32" = 1'-0"A4

A1 Floor Plan - Demolition 3/32" = 1'-0"A4

A3 Floor Plan - Construction

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R ev is io n

1, A dd en du m

/ 1

/ 2

Provide and install new 14'-0" high x 8'-0" wide garage door, match existing

Ne w co nc re te wa lk

Remove existing "man" and garage doors and all appurtenances.

Infil wall where existing "man" and garage doors are removed and around new windows and door, to seamlessly match existing adjacent, including, but not limted to framing, siding, insulation and trim. Provide new prefinished metal frame around new openings in existing walls to align with and in the same size as the new window and door openings. Professionally trim to close all gaps between existing building openings and new windows with pre-finished metal to match. All detailing to match good quality metal building or better, as approved by DPW.

49' - 8"3' - 0" 15' - 6" curb 8" 11' - 2 1/2"

New door & frame (F02)

(F

Coffee

Owner-Relocated package Scanner

Ref.

White Bd.

G la ss es ch ec k-in

Owner relocated Sewing

Jan. sinkEye wash

Wash basinDrink Fountians

New Dock Leveler Re: Civil.

Owner- Relocated

Weigh Scale

0"

Ne w re ce ss ed

C on cre te

Tr uc k R am p D ow n.

Re

Ci vil

Bu lle tin B d.

EX

IS

TI

N

G B

U

IL

D

IN

G N

EW

Exterior Concrete level with interior building concrete slab

New 3'-0" deep Recessed Truck Ramp (Down)

Microwave

8" 6'

- 8

7" 4'

- 1 0"

7"

8"

" m in.

B

A

Slope to drain away, Re: Civil

Good quality industry standard truck dock bumpers protection, typical at full-width bottom and up sides, to generally match The USDB Sales Store.

1.5% slope to drain away

Drain away

Ne w co nc re te

1.5 sl op e t o dr ain a w ay

Re

: C ivi l

New Wall-mounted HVAC, Re: Mechanical. Make wall penetration water and weather tight per HVAC and metal building suppliers recommendations

Owner-shifted box or pallet

Owner-shifted box or pallet

Owner- Relocated box or pallet

Contractor-Relocated (Re- Oriented) pallet rack

6"

Painted gypsum wall opening around top and sides of existing window. Window sill to be 3/4" hardwood with 3/4" overhang, painted, A1 B2

New 3'-0" x 7'-0" egress door and frame in existing wall. Match existing

Remove girts, siding and base angle at new "man" door and new garage door, and brace wall as required for each new opening. Structural design to be design-build by Contractor.

36"w x 48"h window mount 36" above floor

60"w x 48"h window mount 36" above floor

"w x

"h w ind ow mo un t 3 6" ab ov e f loo r

"w x

"h w ind ow mo un t 3

6" ab ov e f loo r

60"w x 48"h window mount 36" above floor

6' - 3" 8' - 3" 26' - 4" 8' - 10"

4' - 2" 13' - 2" 4' - 10" 9' - 2" 4' - 8" 12' - 0"

8'

- 0

"w x

"h w ind ow mo un t 3 6" ab ov e f loo r

9'

- 0

9'

- 0

5'

- 4

0"

11A

C1

1B

Owner-Relocated boxes and pallets

Open Office

Conference Room

Storage

Office Latrine

Inmate Latrine

Existing Warehouse

New Plumbing

60"w x 48"h window mount 36" above floor

60"w x 48"h window mount 36" above floor

WINDOW NOTES:

1. All windows, including 2 interior and 6 exterior to be double pane insulated windows, Re Specification.

Interior to be sound resistant.

2. Window frames to be "thermally broken."

3. Glazing to have both solar glazed, tinted, low-E glass with both panes laminated.

4. Windows to meet American Architectural Manuf.

Assoc. (AAMA) type HC60 window specifications

(AAMA WSG-11)

5. All windows to be as good or better quality than existing.

6. All exterior windows to be fixed, non-operational.

7. Both interior windows to be side-to-side slide windows.

8. New interior windows to have single frames which continuously close off the void between inside face of addition to opposite face of existing wall.

9. All windows to have interior 1" "plantation style", manually-operated blinds on addition side of wall.

True North

Plan North

4"

48' - 0"

3'-6" high factory primed, black painted metal railing, Re: Civil

3'-6" high factory primed, black painted metal railing, Re: Civil

NEW DOCK LEVELER: Approx. 7'-0" wide x 8'-0" long (with "lip") Mechanical Spring Dock Pit Leveler (flush when not in use) - 45,000 lb. capacity.

Basis of Design: Kelley Loading Dock (1612 Hutton Dr., Ste 140; Carrollton, TX) leveler (including toe guards) similar to at the Fort Leavenworth USDB Sales Store rear dock at ramp.

Continuous siding.

No open seam between new and existing Bldgs.

New walls shaded black, typical

7' - 0"

USDB to relocate office furniture, typical all

Computer server to be relocated by DPW

Owner-Relocated Table

AD

D

IT

IO

N

PALLET RACKS:

All new and existing pallet racks to be drilled and bolted to the existing concrete floor by Contractor.

Final locations as approved by DPW and User.

10' - 10"

Provide and install weather-proof wall penetration for exhaust, Re: Mechanical.

10' - 2"

CL

1B 1B

Wall Key

New Wall, Re: Wall Type

Existing Wall to Remain

Relocated and new Communications/Data, Eqipment. Re: Electrical

Refrigerator by Owner, Re: Electrical

Expansion joint

7'

- 0 ra il o p'n 'g

4'

- 6

8" M ax

8" 3'

- 0

5'

- 0

5'

- 4

2' - 9 1/2" 4' - 9" 9' - 7"

Verify new grade at rail opening to be flush with concrete slab. Re: Civil

Contractor to grind and refinish edge of concrete as necessary at new garge door opening to match existing, slope away and be slip resistant

(F21)

Full-Size Racks to be relocated by Contractor

Existing Fire Sprinkler Wye, Piping, Equipment and protective fencing to remain

Existing Walls to remain, Contractor to add gypsum board and refinish existing walls were existing adjacent walls or ceilings removed. Finish top edges of interior walls to remain and paint all to match existing.

Initially, Contractor to completely remove and demolish existing entire walls, doors, ceilings, flooring, plumbing fixtures and related piping and controls. Relocate doors as noted. Patch holes in exterior wall and ceiling insulation per manufacturer recommendations. Patch all holes in concrete floor with like material.

Existing Fire Panels to remain

Relcoate metal cabinet

Relocate wall-mounted computer cabinet, and table below with microwave

Owner to Relocate office furniture and equipment once new office addition is complete, prior to contractor demoliting this area walls, doors and ceiling.Owner to Relocate

Conference table and chairs, coffee maker and trash

Owner to Relocate or demolish existing tables, shelves and other furniture

Owner to Relocate Book Shelves, Desk, Table, Chair, File cabinet, safety glasses check-in, refrigerator and microwave with table

Existing door and frame to remain

Existing exterior walls and insulation to remain, typical around building except where patching and new work noted. Re: Construction Plan

Remove and demolish existing wall-mounted Air Conditioner. Patch wall with full-height, prefinished metal panels and interior insulation to seamlessly match existing adjacent. Remove existing utilities.

Re: Mechanical.

Remove and demolish existing wall-mounted Air Conditioner.

Patch wall with full-height, prefinished metal panels and interior insulation to seamlessly match existing adjacent.

Re: Mechanical.

True North

Plan North

Once the new south end offices and latrines are completed, Contractor to remove and demolish existing entire walls, doors, ceilings, flooring (and mastic), plumbing fixtures and related piping and controls. Relocate doors as noted. Concrete floor finish to match warehouse (discoloration from mastic is acceptable). Patch all holes in floor flush with floor. Patch walls where existing to remain to match existing.

Existing electrical equipment, Re: Electrical

Wall Key

Demolish Wall

Existing Wall to Remain

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%

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-

/ 2

/ 2

A3

En la rg ed

P la ns

B1

-T ex til es W ar eh ou se

O ffi ce

A dd iti on

JC

M

JC

M

SE

R

1/4" = 1'-0"A2

A1 South Addition Floor Plan

1/4" = 1'-0"A2

C1 Enlarged - North Partial Demo Plan

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R ev is io n

1, A dd en du m

/ 1

/ 2

Floor 1 0"

Roof 25' - 4"

BCDE A

Existing Building to remain

Floor 1 0"

12345

Existing gas entry New water entry. Re: Pluming and Civil

Electrical Entry

New windows, Re: Enlarged Plans

New metal siding, roof and roof trim to seamlessly match existing.

New continuous gutter and downspout to match existing.

New Downspout splashblock

Existing Building to remain Remove existing HVAC unit.

Patch wall to seamlessly match existing adjacent with full height panels to roof edge

New HVAC, Re: Mechanical

New exhaust grille in existing wall.

15' - 0" separation min.

Floor 1 0"

Roof 25' - 4"

B C D EA

Textiles Warehouse

New exterior light, Re: Electrical.

New insulated garage door, Re: Plan

Truck dock to drain away, Re: Civil Recessed truck dock, with dock bumpers

3'

- 0

9 1 /2"

8" slope

New windows, Re: Enlarged Plans

New metal siding and roof trim to seamlessly match existing building in all aspects.

Re: Civil

New 42" high steel guardrail with factory powder-coat finish on sloped drainage flume retaining wall. Re: Civil

New insulated "man" door, Re: Plan

New Windows Notes:

1. All new door and window glazing to have be Category II safety glazing.

2. All new interior and exterior window glazing to double-pane insulated.

3. All new windows to be fixed, not operable, match existing details.

4. All new exterior windows to have exterior metal bars of type, spacing and building connections matching existing.

Dock Leveler

New south elevation exterior light on new building addition Re: Electrical.

0"

0"

Existing structure beyond to remain, adjust for new addition per plans and as required by the new work.

New building addition. Re: other elevations and Construction Plans.

New wall-mounted HVAC unit

New gutter and downspout to match existing

New downspout and splashblock to match existing

Fully flash transition up behind existing building siding over new addition roofing per manufacturer recommendations

Remove exterior light and patch to match existing sideing material and interior insulation if needed to match adjacent.

Floor 1 0"

Roof 25' - 4"

1 2 3 4 5

New windows, Re: Enlarged Plans

New insulated metal door to match existing

New recessed truck ramp, dock and retaining walls. Re: Civil

New 42" high steel guardrail.

Re: Civil Drawings.

New 42" high steel guardrail with and without 6" concrete curb. Verify: Civil Drawings

New metal siding and roof trim to seamlessly match existing.

Existing Building to remain

Verify gap in guardrail to building. Grade at opening to be flush with concrete slab at opening in rail.

1:3 slop max grade

Painted concrete-filled steel bollard.

Re: Civil Drawings.

4' - 6"

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%

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-

/ 2

/ 2

A4

Bu ild in g

El ev at io ns

B1

-T ex til es W ar eh ou se

O ffi ce

A dd iti on

JC

M

JC

M

SE

R

1/8" = 1'-0"A2

D1 North Elevation

1/8" = 1'-0"A2

C1 East Elevation

1/8" = 1'-0"A2

B1 South Elevation

1/8" = 1'-0"A2

A1 West Elevation

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R ev is io n

1, A dd en du m

/ 1

/ 2

Door Types

Frame Types

C

Hollow Metal Frame, painted

Solid core Birch wood door, stained.

1. Provide door thresholds below door, over concrete joint.

2. Provide 1/2" wide expansion joint flush with concrete slab.

3. Sound blocking sweep at bottom of door. Do not undercut excessively.

Re: Mechanical Plans for make-up air to exhaust fan thru transfer duct.

Door Comments Hardware Groups

Group 1 (Single Steel door, lock - 180 deg. swing) 3 Ea. Hinge 1 Ea. Interior Closer with limiting arm ("stop") and hold-open function 1 Ea. Lock Set 1 Set Ea. Silencers 1 Ea. 35" x 16" heavy duty, stainless-steel kickplate 1 Ea. Panic Hardware

Group 2 (Single Steel door, lock - 180 deg. swing) 3 Ea. Hinge 1 Ea. Interior Closer with limiting arm ("stop") and hold-open function 1 Ea. Push-Button "Cipher" Lock Set 1 Set Ea. Silencers 1 Ea. 35" x 16" heavy duty stainless-steel kickplate (No Panic Hardware)

Group 6 (OFFICE TOILET - Single door, privacy lock) 3 Ea. Hinge 1 Ea. Privacy Lock Set 1 Set Ea. Silencers 1 Set Smoke/Sound Gasketing 1 Ea. Wall Stop 1 Ea. 35" x 16" stainless steel kickplate 1 Ea. Sound blocking door sweep

A

Se e s ch ed ule

See Schedule

2" Se e S ch ed ule

2" Schedule

See 2"

Se e s ch ed ule

See Schedule

Heavy duty insulated hollow metal door, factory primed, and painted to ex po se d g las s 3'

- 6 pe r A

BA

2'

- 1

0" 8"

6" 6"

B

Se e s ch ed ule

See Schedule to ex po se d g las s 3'

- 6 pe r A

BA

2'

- 1

0" 8"

6" 6"

Solid core Birch wood door, stained

General Notes:

A. Doors to be keyed per Building standard.

B. All new hardware to match building standard.

C. Existing northeast building exterior door and frame to remain. Provide new lock hardware.

D. Verify all final hardware with DPW prior to order.

E. Final stain color to be selected by DPW from manufacturer's full range of colors F. Provide door thresholds at Doors 000, 001A, 001B and 005, weather proof at 000, 001A.

Group 3 (WAREHOUSE - Single wood half-light door, lock) 3 Ea. Hinge 1 Ea. Closer with limiting arm ("stop") and hold-open function 1 Ea. Lock Set 1 Set Ea. Silencers 1 Ea. 35" x 16" stainless steel kickplate

Group 4 (CONF. RM. - Single wood door, no lock) 3 Ea. Hinge 1 Ea. Passage "Latch" Set 1 Set Ea. Silencers 1 Ea. Wall Stop 1 Ea. 35" x 16" stainless steel kickplate

Group 5 (STORAGE - Single door, storeroom lock) 3 Ea. Hinge 1 Ea. Storeroom Lock Set 1 Set Ea. Silencers 1 Ea. Wall Stop

Group 7 (INMATE TOILET - Single door, privacy lock) 3 Ea. Hinge 1 Ea. Privacy Lock Set 1 Set Ea. Silencers 1 Ea. Floor Stop 1 Ea. 35" x 16" stainless steel kickplate

Insulated, tempered glass

Tempered glass

006 Warehouse 8'-0" 14'-0" 4

4. Coiling, motorized, insulated high performance commercial overhead door. Re: Electrical.

Basis of Design: Overhead Door Company.

Open Office Ceiling No suspended ceiling, gypsum board on canted roof structure above, prime & paint. Inmate Latrine Ceiling

5/8" Gypsum board on ceiling joists at 8'-6" above floor, prime and paint.

Conference Room 2'x2' ceiling tiles

General Notes:

1. Re: Electrical for light schedule.

2. Re: Electrical for controls and electrical notes.

3. Re: Mechanical for HVAC

4. Coordinate all ceiling elements with Fire Protection (sensors, alarms, sprinkler heads, wiring, programming, emergency lighting, etc.) to be design-build by contractor, unless noted herein.

Exit Sign

Pendant-mounted light fixture at 9'-4" AFF, typical of 9. Re: Electrical

Exit Sign over new exterior "man" door

Office Latrine Ceiling 2'x2' lay-in ceiling tile and grid

Surface-mounted light fixture. Re: Electrical

Surface-mounted industrial strip light fixture centered in room.

Re: Electrical

Storage Room 5/8" Gyp. Bd. canted on ceiling/roof structure

2' x 2' lay-in ceiling and grid direct/indirect lighting. Re: Electrical

Exterior lights at doors, Re: Electrical

Verify all lights, Re: Elec. plans, typical

Vanity, surface-mounted light fixture. Re: Electrical

5'

- 0

7'

- 2

Lig hts

, ty pic al 7'

- 2

5'

- 0

6' - 0" Lights, typical

9' - 8" 9' - 8" 6' - 0"

6'

- 1

Di ffu se rs

2"

6'

- 1

" 7' - 10" Diffusers 15' - 8" 7' - 10"

HVAC diffusers mounted 9'-4" AFF, typical of 4. Re: Mechanical

HVAC diffuser.

Re: Mechanical

Full height to structure above

6" x 16" sound batt insulation -full height of wall

Acoustical sealant at bottom track

One layer 5/8" gyp.

bd. each side

5/8" Gypsum ceiling or lay-in ceiling system per schedule

6" metal studs at 16" o.c.

with top and bottom tracks secured to slab set in full bed of sealant.

Ceiling Re: Sched.

Interior Non-Load Bearing Partition

Description:

6" 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. All exposed gypsum to be painted. Re:

Room Finish Schedule. Acoustical batt insulation between studs, full height of wall. Use acoustical sealant to seal around openings and penetrations. Slip joint shall be installed at bottom of joist or to bottom of deck.

1 As stated above (except ceilings on both sides of wall between latrines)

Slip joint metal stud top track

Open Office/Storage Latrine/Closet/Conference

1A As stated above, Except no low ceiling on either side of wall

1B As stated above, Except gypsum board only one side of wall

Ne w pa lle t r ac k

New pallet rack

Existing window to remain

4-sided steel cage (including top) to match the black metal mesh and frame on existing 3-sided cage around the sprinkler piping about 35 feet west of NE existing building corner on the north wall. The 4'-4" wide x 7'-0" tall west face of the cage will be an operable door "wall."

Relocated computer equipment, USDB network and inmate network. Re: Electrical.

Phone equipment, Re: Electrical.

Relocated 4'-0" x 4'-0" plywood backing and blocking.

Existing fire alarm panels to remain. Re: Electrical.

Relocated Electrical Panel.

Re: Electrical.

Northeast Corner of Existing Building

Pre-Engineered Metal Building Construction exterior wall with gypsum board full height on interior.

Re: Specifications for insulation and gypsum board. Re: Mechanical, Electrical, Plumbing and Fire Protection. Paint. Re: Finish Schedule.

Full height to structure above brace as required to metal building structure

6" x 16" sound batt insulation

Acoustical sealant at bottom track

One layer 5/8" gyp.

bd. each side

5/8" Gypsum ceiling or lay-in ceiling system per schedule

6" metal studs at 16" o.c.

with top and bottom tracks secured to slab set in full bed of sealant.

Ceiling Re: Sched.

Interior Non-Load Bearing Partition

Description:

6" 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. All exposed gypsum to be painted. Re:

Room Finish Schedule. Acoustical batt insulation between studs, full height of wall. Use acoustical sealant to seal around openings and penetrations. Slip joint shall be installed at bottom of joist or to bottom of deck.

3 As stated above

Slip joint metal stud top track

Employee Latrine Inmate Latrine

Acoustical tile ceiling

Open between studs

5/8" gypsum board 3 5/8" metal studs

5/8" gypsum board

Finish Floor

Description 3 5/8" metal stud, spaced max. 16" o.c. Four foot wide, 5/8" gypsum board on either side of stud.

Interior Non-Load Bearing "half" wall

1/2" pre-formed gypsum reveal, typ. both sides

3/4" stained hardwood cap with 3/16 radiused outside top edges

Structurally atatch to and cantilever up from concrete floor

3'

- 6

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%

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-

/ 2

/ 2

A5

Sc he du le s

B1

-T ex til es W ar eh ou se

O ffi ce

A dd iti on

JC

M

JC

M

SE

R

Door and Frame Schedule

Mark Door Letter

Room Name

Door Frame

Rating Hardware Comments

T y p e Width Height Thickness Type Jamb Head

000 Existing Building A 3' - 0" 7' - 0" 2" 1 1 1, 2 001 A Open Office A 3' - 0" 7' - 0" 2" 1 2 1, 2 001 B Open Office B 3' - 0" 7' - 0" 2" 1 3 1, 2 002 Conference Room C 3' - 0" 7' - 0" 2" 1 4 003 Storage C 3' - 0" 7' - 0" 2" 1 5 004 Office Latrine C 3' - 0" 7' - 0" 2" 1 6 3 005 Inmate Latrine C 3' - 0" 7' - 0" 2" 1 7 2

1/4" = 1'-0"

B1 Door and Frame Types

Room Finish Schedule

Room Number Room Name Floor Finish

Base Finish

Walls Ceiling Finish

Ceiling Height CommentsNorth East South West

000 Existing Warehouse New Plumbing Existing Concrete RB - 1 NA P-1 P-1 P-1 N/A 1 001 Open Office VCT-1, VCT-2 RB - 2 P-1, P-8 P-2, P-8 P-1, P-8 P-1, P-8 Gyp. P-8 2,4 002 Conference Room VCT-3, VCT-4 RB - 2 P-4 P-3 P-3 P-3 CT-1 9' - 0" 003 Storage Polished Concrete RB - 2 P-1 P-1 P-1 P-1 Gyp.P-7 2 004 Office Latrine VCT-5 RB - 1 P-5 P-5 P-5 P-5 CT-1 9' - 0" 3 005 Inmate Latrine Polished Concrete RB - 1 P-6 P-2 P-6 P-6 Gyp. P-7 9' - 0" 3

Finishes (all finishes are "Basis of Design"

1. Existing Warehouse Ceiling.

2. Sloped gypsum ceiling on framed roof.

3. Paint on walls and ceilings in Latrines to be Epoxy Paint.

4. Paint wall above 9'-4" AFF and gypsum ceiling matching darker color. Ductwork, electrical, and all allowed to be painted, paint to match ceiling.Verify all with DPW.

Comments

Luxury Vinyl Floor Tile ________________ LVT-1 Armstrong Flooring - Elmshorn J7208 (6" x 48") LVT-2 Armstrong Flooring - Halden J7206 (6" x 36") LVT-3 Armstrong Flooring - Palazzo Nero - ST550 (18" x 36") LVT-4 Armstrong Flooring - Palazzo Scuro - ST551 (18" x 36") LVT-5 Armstrong Flooring - Palazzo Grigio - ST556 (18" x 36")

Rubber Wall Base (Basis of Design - Tarkett) ___________ RB - 1 6" high cove base - 47 "Brown" RB - 2 4" high cove base - 47 "Brown"

Paint (Basis of Design - Sherwin Williams) ___________ PT-1 SW 9180 "Aged White" Office Wall - Primary (below 9'-0") PT-2 SW 7548 "Portico" Office Wall - Accent (below 9'-0") PT-3 SW 7548 "Portico" Office Wall - Accent (below 9'-0") PT-4 SW 7734 "Olive Grove" Conf. Wall - Accent PT-5 SW 6164 "Svelta Sage" Office Latrine Walls PT-6 SW 7011 "Natural Choice" Inmate Latrine Walls PT-7 SW 7103 "White Tail" Gypsum Ceilings (Storage, Inmate Latrine) PT-8 SW 7674 "Peppercorn" Open Office - Upper Wall/Ceiling (above 9'-0") PT-9 SW 7048 "Urbane Bronze" Metal Doors and Frames

Ceiling Panels (Tile) and Grid ___________ CT-1 Armstrong - Dune 2' x 2' panels with recessed tegular edge on 15/16" white aluminum grid.

1. All Epoxy Paint Walls and Ceiling in both latrines.

General Notes

1/8" = 1'-0"A4

A2 Reflected Ceiling Plan

1 1/2" = 1'-0"

C4 Wall Type 1

1/8" = 1'-0"A2

A1 Enlarged Floor Plan

Varies Varies

Varies

12" = 1'-0"

B4 Wall Type 2

1 1/2" = 1'-0"

A4 Wall Type 3 1" = 1'-0"

A3 Wall Type 4

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R ev is io n

1, A dd en du m

/ 1

/ 2

DIVISION 2 - SITE WORK

02070 - DEMOLITION

1. Provide demolition related to the project work as necessary for full completion of the project, and left in very good move-in condition during the project as it will be a partially occupied building during construction and need pallet storage movements.

2. Return original building to building condition prior to the work, 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 with seamlessly matching and like materials where items removed.

DIVISION 3 - CONCRETE

1. Provide concrete per the Drawings and patching as required.

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

DIVISION 4 – MASONRY - N/A

DIVISION 5 – METALS:

All new hollow metal doors to be heavy duty. Exterior hollow metal door frames to be heavy duty. Interior door frames medium duty.

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

4. Provide pressure treated blocking in all partitions where required to anchor wall standards, cabinetry, grab bars, toilet partitions, 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. Contractor to include in bid, pricing for furring out walls for fire extinguisher cabinets.

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

5. 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.

6. 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.

7. 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.

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

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

08211 - FLUSH WOOD DOORS

1. Provide plain-sliced Birch solid core wood doors (book and running matched), unless noted 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. Solid core flush wood doors shall be stain grade, with block frame glued core with blocks of 2 1/2" maximum width bonded together with end joints staggered with adjacent rows.

6. Seal all door edges after fitting and undercutting.

7. 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 DPW, unless otherwise noted. Verify all with DPW 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, this includes glazed doors and electronic strikes, magnetic locks, etc.

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 DPW and per DPW 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 DPW 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.

The drawings include the General Conditions of the Contract for Construction AIA Document A201 1997 Edition and all sections of the specifications shown here.

DIVISION 1 – GENERAL REQUIREMENT

01010 – SUMMARY OF WORK

1. The drawings are generally design intent in nature and not detailed out. The drawings and specifications indicate the scope of the project in terms of architectural and engineering design concept, but do not necessarily indicate or describe all work required for the full performance 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 and full operation of the work. The 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 items required for a complete project.

2. The intent is for a pre-engineered metal building (PEMB) addition to an existing PEMP.

DPW will make available the shop drawings from the original (existing) PEMB. The Contractor must field verify all prior to any work.

3. The work will include general construction, plumbing, mechanical and electrical, and fire protection work. The work covers the construction and finishing of a new building addition to match existing and removing existing north end east-west full height wall, the NE building office-related items and the existing toilet rooms. The contractor will ensure coordination between the trades to provide for a complete project.

4. The contractor is responsible for the project to comply with all applicable codes and regulations.

5. No deviations or changes to the design intent shall be made without the approval of DPW.

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

7. 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).

8. 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.

9. 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 DPW representatives, architect and existing users who need to access or use the structure during construction

10. General contractor is responsible for coordination of all deliveries, access to, and protection of the building during construction.

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

12. General contractor shall facilitate observations of work by the Fort Leavenwroth representatives at all times, as requested or needed.

13.General contractor shall cooperate, coordinate and meet with any Fort Leavenworth-retained contractors or vendors for the completion of the project.

14. 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.

15. In the case of discrepancies between the contract documents, the contractor shall secure instruction from DPW's Contracting Officer Representative (COR), Architect or Engineer prior to proceeding. Always assume and maintain the greater value option until written instruction from DPW indicates otherwise.

01300 SUBMITTALS

General contractor is responsible for submitting the following items to the architect and owner for review: Submit shop drawings for DPW's review for all items requiring fabrication (millwork, glass, doors, etc.).

A. Shop drawings: All non-sample or mock-up submittals shall be transferred in a legible PDF format with a minimum 3" high x 4" wide white space for architect's review stamp, and another for contractor's review stamp. Submittals shall be clearly numbered. Re-submittals shall be marked with a sequential letter designation after the number. All should be noted in a submittal log.

B. Product Data: PDF.

C. Samples: A minimum of two (2) of each finish samples as listed herein, one for DPW, one for the Contractor. The Contractor shall not ask for or use the DPW Sample. If the Contractor requires more samples, they are to make more separately. Each sample is to be marked with the project name, date, contractor's name, specific name or designation corresponding to the construction drawings, numbered sequentially and logged.

D. Engineering Submittals: Submit final Structural design (including dock, foundations, retaining walls and new addition) mechanical, electrical, plumbing and fire protection construction drawings to DPW for review. DPW shall have up to ten (10) working days to review and approve/reject submittals, but in most cases likely strive to take much less time than this.

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 weekly, on-site DPW Construction Meeting (DPW COR and Architect, MICC Contracting Officer, Contractor) and write meeting notes to be delivered/emailed within 2 days of the meeting, should DPW choose not to write them.

3. Contractor shall provide DPW a construction schedule that aligns with the contract requirements and provide critical path items. Weekly updates are to be provided.

4. A Project Schedule, Schedule of Values (at a minimum broken out per specification listing), Submittal Schedule, and a List of Subcontractors are to be submitted prior to the first regularly scheduled DPW construction meeting. The Project Schedule shall be updated if and when things change throughout construction.

5. The Contractor is to provide and complete work on its own internal punch list prior to DPW's punch list…