ASI #21 CO Proposal - CMU Wall Furring Changes

Topeka, KS 66609

1701 SW 41 Street

Ph : (785) 266-4222

Kansas City Office:

14955 W. 117th St.

Olathe, KS 66062

Ph: (913) 422-5300

Manhattan Office:

555 Poyntz, Ste. 250

Manhattan, KS 66503

Ph: (785) 340-3918

Change Request

Phone:

Job: 19050 Bonner Springs Govt Services

Number:

Date:

82

4/22/20

To: DANA GOULD

SFS ARCHITECTURE

1150 GRAND BLVD

SUITE 400

KANSAS CITY, MO 64106

Ph: (816)474-1397 Fax: (816)421-8024

Description: ASI 21 City Hall: Conformance Drawings

We are pleased to offer the following specifications and pricing to make the following changes:

Omit framing between CMU and UHPC panels.

Description Material Subcontract Other PriceLabor Equipment

DRYWALL SYSTEMS $-743.00$-743.00

$-743.00Subtotal:

$-7.43Bond 1.00%-$743.00

$-40.87KBS Sub Fee 5.50%-$743.00

$0.00KBS General Fee

$-791.30Total:

If you have any questions, please contact me at 785-266-4222.

Date:

Approved by:Submitted by: DENNIS TANNER

KBS CONSTRUCTORS, INC.

of 1

Reviewed: Dirk Henke, SFS ArchitectureDate: April 29, 2020

ACCEPTED

ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS (ASI) BONNER SPRINGS GOVERNMENT SERVICES CENTER CITY OF BONNER SPRINGS, KANSAS ASI NO. 021 ISSUED: 04 / 21 / 2020

1 sfs architecture inc | 2100 central suite #31 kansas city missouri 64108 | o.816.474.1397 f.816.421.8024 www.sfsarch.com

TO DOCUMENTS TITLED: BONNER SPRINGS GOVERNMENT SERVICES CENTER CENTENNIAL CITY HALL BID DOCUMENTS ISSUED: 02 / 22 / 2019

ARCHITECT-OF-RECORD: CONTRACTOR: CONTRACT DATED: ISSUED BY:

SFS Architecture Inc. 2100 Central Suite 31 Kansas City Missouri 64108 KBS Constructors, Inc. 06 / 12 / 2019 Dirk Henke, SFS

The Work shall be carried out in accordance with the following supplemental instruction issued in accordance with the Contract

Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time.

Description:

1. Intent is to provide conformance of drawing sheet A105 and align detail A5 on A523 with adjacent

details on A603.

Drawings:

1. A105 – SECOND FLOOR PLAN

a. Issuing sheet for conformance of Rooms 223, 224, and 225. No scope changes.

2. A523 – SECTION DETAILS – STAIR TOWER

a. Revised Detail A5, removed 1-5/8” metal stud framing behind UHPC panel concealed

support structure system in order to align with Details A5, B3 and B4 on A603.

END OF ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS

DN

DNDN

NEW CONSTRUCTION

EXISTING CONSTRUCTION

1

##

X

101

ROOM NAME

####?

DOOR INDICATION TAG

PARTITION TYPE

WINDOW TYPES

PLAN KEYNOTES

SPOT ELEVATION

DRAWING REVISION

ROOM NAME AND NUMBER

CENTER LINE

MATCH LINE

FLOOR PLAN SYMBOLS

##.#

##.#

NEW GRID IDENTIFIER

EXISTING GRID IDENTIFIER

1. THE 1918 BUILDING IS LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES. THE PROJECT IS PURSUING HISTORIC TAX CREDITS, AND THEREFORE, ALL WORK SHALL COMPLY WITH THE SECRETARY OF THE INTERIOR'S STANDARDS FOR REHABILITATION.

2. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY, VERIFY ALL DIMENSION PRIOR TO START OF WORK. IN THE EVENT OF DISCREPANCY, NOTIFY ARCHITECT AND OBTAIN RESOLUTION BEFORE PROCEEDING.

3. NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF WORK. FAILURE TO NOTIFY THE ARCHITECT WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED BY THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT.

4. WHERE EXISTING CONSTRUCTION AND GRIDS ARE INDICATED, CONTRACTOR SHALL VERIFY EXISTING DIMENSIONED GRIDS PRIOR TO PERFORMING LAYOUT WORK REQUIRED FOR INSTALLATION OF NEW WORK.

5. VERIFY EXISTING DIMENSIONS, CONDITIONS AND CLEARANCES PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS

6. ALL SLEEVES, OPENINGS, ETC. FOR CONDUIT, PIPES, DUCTS, ETC. (OUTSIDE OF RATED CHASES) THROUGH FLOOR SLABS AND RATED PARTITIONS ARE TO BE FIRE SEALED IN ACCORDANCE WITH FIRE RATED ASSEMBLY DESIGNS, APPLICABLE CODES AND FIRE MARSHAL'S REQUIREMENTS.

7. PROVIDE A MINIMUM OF 3/4"" FIRE-RETARDANT TREATED WOOD BLOCKING OR 18 GA. MINIMUM STEEL PLATE BLOCKING AS REQUIRED WITHIN STEEL STUD FRAMED PARTITIONS FOR SECURE AND PROPER ATTACHMENT OF NEW WORK, INCLUDING BUT NOT LIMITED TO A/V EQUIPMENT, MILLWORK, VISUAL DISPLAY SURFACES, SIGNAGE, AND FURNISHINGS WHERE INDICATED ON PLANS.

8. WHERE WORK OCCURS IN AREAS WITH EXISTING FINISHES TO REMAIN, REFINISH DISTURBED AREAS TO MATCH EXISTING FINISHES AND MATERIALS UNLESS NOTED OR DIRECTED OTHERWISE.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, ELEVATIONS, AND DETAIL SHOWN ON THE DRAWINGS. ANY DISCREPANCIES WHICH WILL PREVENT THE ACCOMPLISHMENT OF INTENT SHOWN ON DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. INDICATED CONDITIONS ARE NOT INTENDED AS REPRESENTATIONS OR WARRANTIES OF ACCURACY. IT IS EXPRESSLY UNDERSTOOD THAT THE OWNER WILL NOT BE RESPONSIBLE FOR INTERPRETATIONS OR CONCLUSIONS DRAWN BY THE CONTRACTOR.

10. WHERE CONDUIT, PIPES, DUCTS, ETC. ARE INDICATED TO BE INSTALLED IN EXISTING WALLS AND NO FURRING IS SHOWN, THE WALLS SHALL BE NEATLY CHASED, CONDUITS, ETC. INSTALLED, AND WALLS PATCHED TO MATCH EXISTING. IN AREAS OF NEW PARTITIONS WHERE CONDUITS, DUCTS, PIPING, ETC, PASS THROUGH FINISHED SPACES, ROUTE WITHIN PARTITION CONSTRUCTION.

11. PROTECT AND PRESERVE ALL EXISTING ITEMS TO REMAIN AND REPAIR AND/OR REPLACE ANY ITEMS DAMAGED DURING THE COURSE OF THE WORK TO THE SATISFACTION AND APPROVAL OF THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER.

12. (## ## ##) INDICATES REFERENCED SPECIFICATIONS FOR PRODUCTS AND MATERIALS SHOWN ON THE DRAWINGS AND SPECIFIED IN THE PROJECT MANUAL.

13. DOORS SHALL BE LOCATED 4" FROM ADJACENT WALLS, UNLESS OTHERWISE NOTED.14. EXTERIOR MASONRY WALLS SHALL RECEIVE THREE-COAT PLASTER FINISH U.N.O. WHERE EXISTING

PLASTER IS IN GOOD CONDITION, IT MAY REMAIN AND BE REPAIRED (09 0320), RE: DETAIL XX / AXXX.15. INTERIOR EXISTING WOOD STUD WALLS SHALL RECEIVE 5/8" THICK GYPSUM BARD FROM FLOOR TO

CHAIR RAIL (09 2116).

GENERAL NOTES - FLOOR PLAN

A202C1

A201

A202 A1

A1

AD201

C1

MEETING / OFFICE (GIS)

222

CITY MANAGER

207

A1

A301

FLAT FILES W/

WORKSURFACE

217

PLOTTER

213

MEETING / OFFICE

206

CONFERENCE ROOM

224

WOMEN

203

INTERIOR EXIT STAIR

S03

MEN

204

A218

A1

A203C1

A203

B1

A203 A1

HR DIRECTOR

208

CITY PLANNER

219

PUBLIC WORKS

DIRECTOR

218

LONG RANGE PLANNER

/ TRANSPORTATION

PLANNER / FUTUREWORKSTATIONS

212

ADMIN ASSIST

210

COMMUNITY DEV / ASST

CITY MANAGER

221

WAITING

214

BREAK ROOM

223

A214

A2

G

E

D

C

B

A

1 2 3 4 5 6

SERVER

205

224AS03N

225A

S03P212A

214A

211B211A

205A202D

A1

A302

MECH

220 220A

A3

A302

xA

xB

xC

xD

x2x1

x3 x4

LOBBY

201EXIT ACCESS STAIR

S01

CIRC

202D

CORRIDOR

209

CONVENIENCE STAIR

S02

CIRC

211CIRC

216

223A

G1

G1

G1

G2G1

G1

G1

G1

G1

G2

G1

G1

F3

FR2b

SF-09

SF

-07

M1

M1

M1

M1

A4

A311

A203

A4

C1

A303

A1

A303

A221

C1

221A

222A

207A

A1

A521

SF

-06

208A 2

14B

SF

-06

218A

219A

223B

SF-08

STORAGE

202A

202B

204A

203A

202A

206A

C3

FR-2a

F3

224B

G1

MECH / MAINTENANCE

202B

214C

ADMIN ASSIST

215

S03Q

CIRC

225

ROOF BELOW

A542

C1

A203 A5

A203A5

SIM. OPP.

C3

A524

C4

A524

B1

A531

RE:A1/A141

CR

CR

CR

CR

CR

F3

G2

A4

A313

A313

C2

C3

A312

C3

A312

M5

M3

M3

M5

S2

S2S2

S2S2

S2S2

A222A1

SIM

A2

A321

209A

209B

S2S2S2S2

DO

A512

B3

A1

A527

F

E.9

C.9

© 2020 SFS ARCHITECTURE

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A105

SECOND FLOORPLAN

CIT

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SFS PROJECT NO: 17973

ISSUE DATE: 04 / 21 / 2020

ISSUED FOR: BID DOCUMENTS

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LEGEND - KEYNOTES

CR DOOR LATCHSET WITH LOCKING MECHANISM CONTROLLED BYHARD-WIRED CARD READER, RE: DOOR SCHEDULE

DO DOOR PROVIDED WITH AUTOMATIC DOOR OPENER WITH PUSHBUTTON CONTROLS, RE: DOOR SCHEDULE

1/8" = 1'-0"A105

1 FLOOR PLAN - SECOND FLOOR

N

39 04/21/20 ASI-021

ALIGN

TYP.

COURT LEVEL90' - 0"

1

A5

A522

1' - 6" 7 TREADS @ 11" = 6' - 5" 6 1/2" 4' - 8"

7" 11"

6 3

/4"

RIS

ER

, T

YP

.

3' -

11

1/4

" T

YP

.

3' -

11

1/4

"

3' -

0"

TY

P.

ALIG

N

STRUCTURAL STEEL STUDS, 6"AT 16" O.C., RE: STRUCTURAL

BASE FLASHING WITH DRIPEDGE (07 6200)

CONTINUOUS SOFFIT VENT (074247)

T-PROFILE VERTICAL RAIL WITHWALL ANCHOR CLIPS (07 4247)

CONCEALED ALUMINUMSUPPORT STRUCTURE SYSTEM(07 4247)

EXTERIOR GLASS MATSHEATHING BOARD, 5/8" (092116)

RIGID BOARD INSULATION, 2-1/2"(07 2100)

METAL COMPOSITE MATERIALSOFFIT PANEL (07 4213.23)

WOOD PRESERVATIVE TREATEDDIMENSIONAL LUMBER FRAMING(06 1000)

METAL COMPOSITE MATERIALWALL PANEL (07 4213.23)

FLUID-APPLIED MEMBRANE AIRBARRIER (07 2500)

STRUCTURAL STEEL STUDS,2 1/2" AT 16" O.C., RE:STRUCTURAL


STRUCTURAL STEEL FRAMING(RE: STRUCTURAL)

CONTINUOUS NEOPRENEGASKET (08 4413)

GLAZED ALUMINUM CURTAINWALL, STRUCTURAL SILICONEGLAZING SYSTEM (08 4413)

STRUCTURAL STEEL ANGLE (RE:STRUCTURAL)

ULTRA HIGHPERFORMANCE

CONCRETE (UHPC)PANELS, RIBBED

TEXTURE (07 4247)

PRECASTARCHITECTURAL

CONCRETE PANEL,STAIRCASE 'CURB' (03

4500)

STAINLESS STEELPIPE HANDRAIL, 1.66"

O.D. (05 7000)

COURT LEVEL90' - 0"

3/4

"

CMU, 8" (04 2200)


ULTRA HIGH PERFORMANCECONCRETE (UHPC) PANELS,RIBBED TEXTURE (07 4247)

COURT LEVEL90' - 0"

6

4' -

3 1

/2"

COURT LEVEL90' - 0"

D3

A523

6 1

/4"

TY

P.

1' - 0" TYP.

6 E

Q R

ISE

RS

3' -

1"

COURT LEVEL90' - 0"

A

5' - 0" TYP. 1' - 0" VARIES 1' - 0" 5' - 0" TYP.

VA

RIE

S

VA

RIE

S

1' -

0"

LIGHT FIXTURE (RE: ELEC)

CAST-IN-PLACE CONCRETE (RE:CIVIL)

EXPANSION JOINT FILLER STRIP(03 3000)

STONE MASONRY VENEER,LIMESTONE (04 4313)

AIR SPACE (04 4313)





GYPSUM BOARD, 5/8" TYPE 'X'(09 2116)

6" X 16ga METAL STUDS @ 16"o.c.OVERLAP STUDS TO FUR OUT ASREQUIRED (RE: STRUCTURAL)

6" X 16ga METAL STUDS @ 16"o.c.OVERLAP STUDS TO FUR OUT ASREQUIRED (RE: STRUCTURAL)

CAVITY DRAINAGE MATERIAL (042001)

THROUGH-WALL FLASHING WITHDRIP EDGE (07 6200)

PLYWOOD SHEATHING, 3/4"(06 1000)

TH

ICK

NE

SS

2 1

/2"

MIN

.

STRUCTURAL STEEL STUDS,2 1/2" AT 16" O.C., RE:STRUCTURAL

WOOD PRESERVATIVE TREATEDPLYWOOD, 3/4" (06 1000)

PRECAST ARCHITECTURALCONCRETE PANEL, STAIRCASE'CURB' (03 4500)


ULTRA HIGH PERFORMANCECONCRETE (UHPC) PANELS,RIBBED TEXTURE (07 4247)

CMU, 8" (04 2200)

PRECAST ARCHITECTURALCONCRETE STAIR TREAD /LANDING (03 4500)

GLAZED ALUMINUM CURTAINWALL, STRUCTURAL SILICONE

GLAZING SYSTEM (08 4413)

JOINT SEALANT AND BACKERROD (07 9200)

JOINT SEALANT AND BACKERROD (07 9200)

16 GAUGE, Z-SHAPED, BRAKEMETAL FLASHING (07 6200)





STRUCTURAL STEEL STUDS, 6"AT 16" O.C., RE: STRUCTURAL

SPRAY FOAMINSULATION (07 2119)

WOOD PRESERVATIVE TREATEDPLYWOOD, 3/4" (06 1000)

STAINLESS STEEL PIPEHANDRAIL, 1.66" O.D. (05 7000)

C.9

C5

A522

1/2

"

3/8

"

1/2" 3/4"

4"

3 3

/4"

16 GAUGE, Z-SHAPED,BRAKE METALFLASHING (07 6200)

7 1/4" ± F.V.

3"

3 1

/4"

1' - 1"

PRECAST ARCHITECTURALCONCRETE STAIR TREAD /LANDING (03 4500)

NON-METALLIC, NON-SHRINKGROUT (03 3000)

STEEL DOWEL ROD IN HIGHPERFORMANCE MORTAR (055100)

CAST-IN-PLACE CONCRETE (RE:CIVIL)

© 2020 SFS ARCHITECTURE

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A523

SECTIONDETAILS - STAIRTOWER

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SFS PROJECT NO: 17973

ISSUE DATE: 04 / 21 / 2020

ISSUED FOR: BID DOCUMENTS

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3/4" = 1'-0"A523

A1 SOUTH ELEVATION - STAIRCASE PLINTH 'CURB'

3" = 1'-0"A523

C3 SECTION DETAIL - TYPICAL BASE DETAIL AT UHPC INTERIOR

3/4" = 1'-0"A523

D3 SECTION - ENTRANCE RAILING

3/4" = 1'-0"A523

C1 SECTION - EXTERIOR ENTRY STAIR

3/4" = 1'-0"A523

A3 SECTION - ENTRANCE RAMP

1 1/2" = 1'-0"A523

C4 PLAN DETAIL AT STAIR TOWER - CURTAIN WALL 'ESF-03'

39 04/21/20 ASI-021

39

Bonner Springs Government Services Center COR082 Sub/Supplier Pricing -Drywall Systems: Page 1

*MetalStudFraming CHANGEORDER

DrywallSystems,Inc. *Drywall PROPOSAL3015PowerDriveKansasCity,KS66016 *AcousticalCeilings ASI#21(913)397‐8966Fax(913)397‐8437 *EIFS Change Wall Furring at

3919S.WestSt.Wichita,KS67217 3025S.CentennialRdSalina,KS *Insulation Ultra High Performance(316)942‐4994Fax(316)942‐4995 (785)823‐1000Fax(785)823‐1015 Concrete Panels per ASI 21

PROPOSAL SUBMITTED TO PHONE EMAIL

KBS Constructors 913‐422‐5300 [email protected] JOB NAME

14955 W 117th Street Bonner Springs Government Services CenterCITY, STATE AND ZIP CODE JOB LOCATION

Kansas City, KS 66062ARCHITECT DATE OF PLANS ATTN DATE

SFS Architecture 1/31/2019 Dennis Tanner 4/22/2020

We hereby submit specifications and estimates for all materials and labor for:

Deduct 1 5/8" wall furring at elevator CMU shafts per C3/A523

1 5/8" Framing Material Deduct ‐$155.00

1 5/8" Framing Labor Deduct 8 @ $65 ‐$520.00

O&P(10%): ‐$67.50

Proposed Amount: ‐$743.00Exclusions:

We exclude all engineering calculations/drawings; permits; heating; ventilation; utilities; supply of job site waste receptacles;

temporary/dust partitions; wood framing, wood blocking and wood sheathing; miscellaneous blocking; flashings; soffit vents;

building wraps; joint sealers; fire proofing; fire stopping at penetrations by others; access panels; fire extinguisher cabinets;

supply/install of doors, frames and hardware; EIFS/Stucco Systems; demolition

All job site dumpsters supplied by others.

Any and all services or materials not specifically listed herein are excluded from scope of work.

A bond was not figured for this project but can be given at an additional cost.

Due to the current volatile market for steel and gypsum board products, we can only hold our material prices if proposal is accepted within

30 days of proposal date above. All deliveries of steel by us are subject to availability from suppliers because of current allocations imposed.

Payment to be made as follows: MONTHLY / NET UPON COMPLETION

All material is guaranteed to be as specified. All work to be completed in a workmanlike manner Authorized

according to standard practices. Any alteration or deviation from above specifications involving extra Signature ________________________________

costs will be executed only upon written orders, and will become an extra charge over and above the

estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to

carry fire, tornado and other necessary insurance. Our workers are fully cover by Workmen's

Compensation Insurance This proposal may be withdrawn by us if not accepted within 30 days

Acceptance of Proposal: The above prices, specifications, & conditions are satisfactory & are hereby accepted. You are

authorized to do the work as specified. Payment will be made as outlined above.

Date of Acceptance:___________________________ Signature:______________________________

Various Locations

ASI #21 CO Proposal - CMU Wall Furring Changes

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