RFI #97 CO Proposal

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:

43

2/14/20

To: DANA GOULD

SFS ARCHITECTURE

1150 GRAND BLVD

SUITE 400

KANSAS CITY, MO 64106

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

Description: RFI 97 & 120 additional demo and drywall

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

RFI 97 City Hall: Unsupported floor @ breakroom G18

additional wood framing demo

additional drywall scope

RFI 120 City Hall: Unstable walls @ room G12

additional demo

additional drywall scope

Description Material Subcontract Other PriceLabor Equipment

DRYWALL SYSTEMS $6,964.00$6,964.00

DEMOLITION $1,632.00$1,632.00

WOOD FRAMING $816.00$816.00

WOOD FRAMING $30.00$30.00

CAB & MIL $-128.00$-128.00

FINISHED CARPENTRY $-68.00$-68.00

$9,246.00Subtotal:

$92.46Bond 1.00%$9,246.00

$1,044.60KBS Sub Fee 15.00%$6,964.00

$228.20KBS General Fee 10.00%$2,282.00

$10,611.26Total:

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

Date:

Approved by:Submitted by: DENNIS TANNER

KBS CONSTRUCTORS, INC.

Page 1 of 1

Reviewed by: Dana Gould, SFS; Ryan Hagedorn, BDCDate: March 17, 2020

ACCEPTED

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

RFI

Phone:

Job:

97

Date: 10/31/2019

19050 Bonner Springs Govt Services

RFI #:To: DIRK HENKE

SFS ARCHITECTURE

1150 GRAND BLVD

SUITE 400


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

DANA GOULD (SFS ARCHITECTURE)CC:

Spec Section:Drawing: A103

Subject: City Hall: Unsupported Floor @ Breakroom G18

TBD TBDSchedule Impact:Cost Impact:

Date Required:

Headwall at the base of Break Room G18 above S03 flight from Court Level to Ground Level was clearly modified at some point in

the past to allow for more headroom for individuals using this stair. To gain said increase in headroom, the rim joist supporting the

upper floor has been removed leaving +/- 16" of unsupported floor. This has not previously been an issue as a furr out wall above

prevented access to this +/- 16" of unsupported floor. We have removed the ground floor furr out and believe it is necessary to

resupport the previously unsupported floor. Please Advise.

See attachment

Request:

Requested by: VIRI RETANA-RODRIGUEZ


Response:

Answered by

DateCompany

Page 1 of 1

BDC understands current direction is to demo the existing partition wall on the ground floor, and demo the existing framing one joist bay.The last remaining joist should have a new 2x12 sistered to it, and either a new partition wall or glass railing constructed atop this joist.

-Ryan Hagedorn / BDC / 11-13-19

REFER TO REVISED SHEETS AD103, A103, A133, ANDA217 FOR DIRECTION. INTENT IS TO RESOLVE HEADCLEARANCE CONFLICTS AT EXISTING STAIRCASESFROM COURT LEVEL TO GROUND FLOOR, FLANKINGTHE COURT/COUNCIL ROOM. PROVIDE 2HRSEPARATION AROUND INTERIOR EXIT STAIR S03,INCLUDING AREA ABOVE EXISTING STAIRCASE EASTOF COURT/COUNCIL ROOM AT UNDERSIDE OFWOOD-FRAMED FLOOR ABOVE, AS SPECIFIED. REDUCE MILLWORK SCOPE AND PROVIDE NEWWALLS IN BREAK ROOM G18 AS SHOWN.-DIRK HENKE / SFS / 2019-11-21

DN

UP UP

DN

DN

DN

EXISTING CONSTRUCTION

DEMOLISHED CONSTRUCTION

DEMOLITION LEGEND

?

DEMOLISHED FLOOR/CEILING CONSTRUCTION

KEYNOTE 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. REMOVE NON-HISTORIC WOOD-FRAMED PARTITION WALLS INSTALLED FOR HAUNTED HOUSE. REMOVE ALL 'HAUNTED HOUSE' (PREVIOUS BUILDING OCCUPANT) RELATED INSTALLATIONS. PRE-BID WALK-THRU REQUIRED TO DETERMINE SCOPE OF WORK, AS THIS SCOPE OF WORK IS NOT INDICATED ON DEMOLITION DRAWINGS.

3. DIMENSIONS SHOWN ON DRAWINGS ARE TO THE FINISHED FACE OF MATERIAL AND/OR CENTERLINES OF STRUCTURE, UNLESS NOTED OTHERWISE.

4. AT LOCATIONS WHERE NEW WORK IS REQUIRED, INCLUDING BUT NOT LIMITED TO PLENUM SPACES, CHASES, WALL CONSTRUCTION, AND CEILING HEIGHTS, CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO PREPARING BIDS.

5. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ALL ADJACENT WORK NOT INDICATED TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF DEMOLITION. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND REPAIR CAUSED BY CONTRACTOR'S NEGLIGENT PERFORMANCE.

6. AT LOCATIONS WHERE PORTIONS OF WALL OR CEILING CONSTRUCTION AND DOORS OR WINDOWS AND THEIR FRAMES ARE SCHEDULED TO BE REMOVED, PATCH AND REPAIR ADJACENT WALL OR CEILING CONSTRUCTION WITH MATCHING FINISH MATERIAL AND CONSTRUCTION, UNLESS NOTED OTHERWISE.

7. PATCH HOLES IN FLOOR CONSTRUCTION AND WALLS CREATED BY REMOVAL OF DUCTWORK, CONDUITS AND PIPES. PROVIDE APPROPRIATE PENETRATION FIRESTOPPING TO MAINTAIN REQUIRED FIRE RATING.

8. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF PARTIALLY DEMOLISHED CONSTRUCTION AND STRUCTURAL ELEMENTS AS REQUIRED TO MAINTAIN SAFE WORKING CONDITIONS.

9. REFER TO ASBESTOS CONTAINING MATERIALS ABATEMENT DRAWINGS (H101, H102, H103, AND H104) AND SPECIFICATIONS (SECTION 02 8213, i.e. TERRACON DOCUMENTS) FOR HAZARDOUS MATERIALS REMOVAL. ALL MATERIALS INCLUDED IN THESE DOCUMENTS SHALL BE REMOVED.

10. REMOVE 100% OF EXISTING, ASBESTOS CONTAINING FLOOR TILE TO CONCRETE OR WOOD SUBFLOOR AND PREPARE SURFACE FOR NEW OR RESTORED FINISH.

11. REMOVE 100% OF EXISTING PLASTER FROM EXTERIOR MASONRY WALLS AND PREPARE WALLS FOR NEW PLASTER FINISH. REMOVE 100% OF EXISTING PLASTER AND WOOD LATH FROM INTERIOR WOOD STUD WALLS FROM FLOOR LEVEL TO CHAIR RAIL.

12. REMOVE 100% OF EXISTING CEILING PLASTER AND WOOD LATH TO UNDERSIDE OF WOOD FLOOR JOISTS.

GENERAL NOTES - DEMOLITION

EX-G.01

EX-G.02

EX-G.03

EX-G.04

EX-G.07

EX-G.08

EX-G.09 EX-G.10

EX-G.12

EX-G.13

xA

xB

xC

xD

x2x1

x3 x4

D6D6

D6D6D6D6

D6D6

D6

D6

D6

D1

D3

D6

D6

D6

D3

D3

D1

D21D6D6

D3

D6 D6

D6

D6D6

D6

D6 D6 D6 D6

D6D6

D6

D6

D6D6 D21 D6 D6

D7

D7

D8

D3

D11

D11

D11

D3D3D3D3

D7

D8

D2

D13 D13 D13

9' - 1 1/2" ± F.V.4' - 6" ± F.V.

6' - 8 1/2" ± F.V.

D4

4' - 0"

5"

6' -

5"

6' - 9 1/2" ± F.V.

D22

D4

D3

D11

D3

D3

D24D24

D4 D4

D3

D30

D3

3' -

6"

± F

.V.

4' -

6"

± F

.V.

EX-C.04

BELOW

EX-C.08

BELOW

D2

D4

ALIGN

6"

D17

D17

D35

D35D35

D35D35

D9

16"

12" 10"

D35

D5D15 D15

D3

D9REMOVE (1) STRUCTURAL

WOOD JOIST BAYRE: STRUCTURAL

D9

15 15

REMOVE (1) STRUCTURAL WOOD JOIST BAYRE: STRUCTURAL

1. REMOVE EXISTING BOILER AND ALL ASSOCIATED PIPING, ETC IN ITS ENTIRETY.

2. REMOVE EXISTING BLOWER MOTOR AND ALL ASSOCIATED DUCTWORK, ETC IN ITS ENTIRETY.

3. REMOVE ALL EXISTING HVAC EQUIPMENT AND ASSOCIATED DUCTWORK BACK TO SOURCE (FOR RESTROOM CONNECTED TO COMMUNITY BUILDING)

4. REMOVE ALL EXISTING ELECTRICAL DEVICES, BOTH HIGH AND LOW VOLTAGE, AND ALL ASSOCIATED CONDUIT, WIRING, HANGERS, FASTENERS, ETC. IN ITS ENTIRETY.

5. REMOVE ALL EXISTING FIRE ALARM DEVICES AND ASSOCIATED CONDUIT AND WIRING IN ITS ENTIRETY.

6. REMOVE EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT AND ALL ASSOCIATED CONDUIT AND WIRING IN ITS ENTIRETY.

7. REMOVE ALL EXISTING LIGHTING AND ALL ASSOCIATED CONDUIT AND WIRING IN ITS ENTIRETY.

8. REMOVE ALL EXISTING SANITARY WASTE PIPING BACK TO SOURCE UNLESS NOTED OTHERWISE TO REUSE.

9. REMOVE ALL EXISTING DOMESTIC HOT AND COLD WATER PIPING IN ITS ENTIRETY.

GENERAL NOTES - MEP DEMOLITION

© 2019 SFS ARCHITECTURE

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AD103

GROUND FLOORDEMOLITIONPLAN

CIT

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F B

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S, K

AN

SA

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SP

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SFS PROJECT NO: 17973

ISSUE DATE: 11 / 21 / 2019

ISSUED FOR: BID DOCUMENTS

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LEGEND - KEYNOTES

D1 REMOVE EXISTING NON-HISTORIC DOOR AND RETAIN HISTORICFRAME.

D2 REMOVE EXISTING HISTORIC DOOR AND FRAME, RETAIN FORREUSE, RE: DOOR SCHEDULE.

D3 REMOVE EXISTING WALL CONSTRUCTION TO EXTENTS SHOWN,PATCH AND REPAIR AFFECTED FLOOR AND CEILING FINISHES ASREQUIRED TO RECEIVE NEW CONSTRUCTION.

D4 REMOVE EXISTING STRUCTURAL / MASONRY / CONCRETE BEARINGWALL CONSTRUCTION TO EXTENTS SHOWN, RE: STRUCTURAL FORSHORING / STRUCTURAL INFORMATION.

D5 REMOVE EXISTING CAST-IN-PLACE CONCRETE STAIRS.

D6 REMOVE EXISTING NON-HISTORIC WINDOW TO EXTENTS SHOWN,PREPARE OPENING FOR REPLACEMENT WINDOW, RE: WINDOWSCHEDULE. FOR WINDOWS THAT ARE PART OF ALTERNATE NO. 2,RE: 01 2300 AND WINDOW SCHEDULE.

D7 REMOVE EXISTING PLUMBING FIXTURE, RE: MEP DEMOLITIONNOTES.

D8 REMOVE EXISTING TOILET PARTITIONS TO EXTENTS SHOWN,PATCH AND REPAIR AFFECTED FLOOR, WALL, AND CEILINGFINISHES AS REQUIRED TO RECEIVE NEW CONSTRUCTION.

D9 REMOVE EXISTING WOOD FLOOR CONSTRUCTION (HARDWOODFINISH FLOOR, STUDS, JOISTS, SUBFLOOR, ETC.) TO EXTENTSSHOWN, RE: STRUCTURAL FOR SHORING / STRUCTURALINFORMATION.

D11 REMOVE EXISTING NON-HISTORIC DOOR AND / OR FRAME.

D13 REMOVE EXISTING PARTIAL HEIGHT 4" CMU WALL ANDCAST-IN-PLACE CONCRETE CURB BELOW TO EXTENTS SHOWN.PREPARE CONCRETE SLAB BELOW AS REQUIRED TO RECEIVE NEWFINISHES, ALLOWING FOR LEVEL AND FLUSH FLOORING MATERIALTRANSITION, TYP.

D15 REMOVE EXISTING NON-HISTORIC WOOD HANDRAILS.

D17 REMOVE EXISTING HISTORIC DOOR FRAME / CASING AND RETAINFOR REUSE.

D21 REMOVE EXISTING HISTORIC DOOR AND FRAME, PREPAREOPENING AS REQUIRED TO RECEIVE NEW CONSTRUCTION.

D22 REMOVE EXISTING METAL PLATE WALL PANEL AND ALLASSOCIATED FRAMING MEMBERS.

D24 REMOVE EXISTING NON-HISTORIC HARDWOOD FLOORING ANDRETURN TO OWNER.

D30 REMOVE EXISTING CEILING CONSTRUCTION TO EXTENTS SHOWN,PATCH AND REPAIR AFFECTED WALL FINISHES AS REQUIRED TORECEIVE NEW CONSTRUCTION.

D35 REMOVE EXISTING HISTORIC DOOR LEAF FROM FRAME(WHEREOCCURS) AND RETAIN FOR REFINISHING / REUSE, EXISTINGHISTORIC DOOR FRAME TO REMAIN. RE: PLANS AND DOORSCHEDULE.

1/8" = 1'-0"AD103

A1 DEMOLITION PLAN - GROUND FLOOR

N

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DN

DN

UP UP

DN

UP

ALIGN

UP

DN

ALIGN

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


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

A201

C1

A1

A1

A1

A301

MEETING ROOM

G06

BUDGET + FINANCE

DIRECTOR

G07

CONFERENCE ROOM

G19BREAK ROOM

G18

MEETING

（PARKS+REC）G16

OFFICE（PARKS+REC）G15

OPEN OFFICE

（PARKS+REC）G14

MEN

G04

WOMEN

G03A217

A1

ELECTRICAL

G12

INTERIOR EXIT STAIR

S03

A214

C1

G

E

D

C

B

A

1 2 3 4 5 6

G14B

G12A

G09A

G11BG10C

G10A

S02A

G05A

G05B

S03E

S03F

G17A

G18B

G19A

S03C

G02C

S02C

G11A

FR2b

A1

A302

G1

FR2bF3

FR2b

MECH

G20 G20A

A3

A302

xA

xB

xC

xD

x2x1

x3 x4

CONVENIENCE STAIR

S02

CORRIDOR

G05

CIRC

G02C

LOBBY

G01

EXIT ACCESS STAIR

S01

CIRC

G17

OPEN OFFICE

(BUDGET + FINANCE)

G09

CIRC

G10

WAITING

G11

UTILITY ACCESS

(UNOCCUPIED)

G13

G1G14A

G1

F3

F3

G18A

M1

M1

M1M1

M1

M3

M3

SF-04

SF-05

A4

A311

SF-11 SF-11SF-10

115A

C1

A303

A1

A303

S02B

A219

C1

G13A

G16A

G15A

18"

S03D

G10B

SF

-02

G06A

G14C

SF

-02

G07A

SF-03

SF

-03

G2

G1

G1

G1

G1F3

F3

MECH / MAINTENANCE

G02B

MOTHER'S ROOM

G02A

G02B

G04A

G03A

G02A

G1

A203

C3

A4

A3

A526

A4

A531

A3

A526

A3

A526

A4

A526

A4

A526

A4

A526

A4

A526

BALCONY

G21

A203 A5

A203A5

SIM. OPP.

F3F3F3

FR-2a

CR

CR

CR

CR

CR CR

CR

CR

CR

CR

CR CR

F3

S2S2

S2S2

9' - 1 1/2" ± F.V.

S2S2

S2

± F.V.

4' - 6"

A313

D4

C3

A312C3

A312

OPEN TOBELOW

OP

EN

TO

BE

LO

W

OPEN TOBELOW

OPEN TOBELOW

F3

A512

A3A512

A1

A512

C1

G07B

A222A1

SIM

A2

A321

FE

C

3' - 0"

F4

HRHRHRHR

DO DO

A1

A527

A2

A545

A1

A545

R 11' - 4"

R 9' - 0 1/2" R

9' -

0 1

/2"

R 8' - 3 3/4"

R 1

1' - 4

"

R 8' - 3 3/4"

F

E.9

C.9

FR2b F3F3

1515

29

" ± F

.V


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ISSUE DATE: 11 / 21 / 2019


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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

FEC FIRE EXTINGUISHER CABINET (10 4400)

HR DARK-OXIDIZED STATUARY BRONZE PIPE HANDRAIL, 1.66" O.D. (057000)

1/8" = 1'-0"A103

1 FLOOR PLAN - GROUND FLOOR

N

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ALIGNTYP.

ALIGNTYP.

ALIGN

ALIG

N

ALIG

N

TYPE#'-#"AFF

REFLECTED CEILING PLAN SYMBOLS

ROOM NAME

####

ROOM NAME

ROOM NUMBER

CEILING MATERIAL AND FINISH TYPECEILING HEIGHT

GYPSUM BOARD

?

OR

ACOUSTICAL CEILING TILE

DIFFUSER/RETURN GRILL. RE: MECHANICAL

RECESSED LIGHT FIXTURE. RE: ELECTRICAL.

REFLECTED CEILING PLAN KEYNOTE


2. CEILING HEIGHTS INDICATED ARE MEASURED FROM MAIN FLOOR BENCHMARK ELEVATION OF 100'-0""."

3. WHERE RECESSED LIGHT FIXTURES ARE INDICATED TO BE INSTALLED IN ACOUSTICAL TILE CEILINGS, FIXTURES ARE TO BE INSTALLED AT CENTER OF TILE UNLESS NOTED OTHERWISE."

4. SPRINKLER HEADS SHALL BE INSTALLED AT CENTER OF ACOUSTICAL TILE WHEN REQUIRED IN AREAS WITH ACOUSTICAL TILE CEILINGS. EXACT LOCATIONS AT ALL OTHER VISUALLY PROMINENT LOCATIONS SHALL BE COORDINATED WITH ARCHITECT."

5. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND SPECIFICATIONS."

6. COORDINATE FINAL MOUNTING LOCATION OF EXIT SIGNS, HORN STROBES, AND OTHER CEILING MOUNTED FIRE EXIT DEVICES WITH ARCHITECT PRIOR TO INSTALL."

7. REFER TO MECHANICAL DRAWINGS FOR DIFFUSERS, THERMO-STATS, AND OTHER MECHANICAL RELATED EQUIPMENT AND DEVICES."

8. NON-EXPOSED: GYPSUM BOARD 5/8" TYPE 'X' (09 2116) SHALL BE INSTALLED AT ALL NON-EXPOSED, EXISTING WOOD CEILING / FLOOR FRAMING MEMBERS AND SHALL RECEIVE A LEVEL 1 'FIRE-TAPED' FINISH, WITH ALL PENETRATIONS SEALED WITH FIRESTOPPING / FIRE SEALANT (07 8400), TYP. THE FLOOR / CEILING ASSEMBLY IS NON-RATED AND THE FIRESTOPPING / FIRE SEALANT IS INTENDED TO SEAL ANY OPENINGS IN THE CEILING WHILE MAINTAINING A NON-RATED CONDITION, TYP.

9. EXPOSED: GYPSUM BOARD 5/8" TYPE 'X' (09 2116) SHALL BE INSTALLED AT ALL EXPOSED, EXISTING WOOD CEILING / FLOOR MEMBERS AND SHALL RECEIVE A LEVEL 4 FINISH, TYP. ALL PENETRATIONS THROUGH GYPSUM BOARD ATTACHED TO WOOD CEILING / FLOOR FRAMING LOCATED IN EXPOSED AREAS SHALL BE FITTED TIGHT TO THE ELEMENT PENETRATING THE GYPSUM BOARD, SPACKLED, AND SANDED SMOOTH FOR A CLEAN, FLUSH FINISH PRIOR TO RECEIVING FINISHES, TYP.

GENERAL NOTES - REFLECTED CEILING PLAN

CONFERENCE ROOM

G19

MEETING ROOM

G06

ELECTRICAL

G12

BREAK ROOM

G18

MEN

G04

WOMEN

G03

MEETING

（PARKS+REC）G16

OFFICE（PARKS+REC）G15

OPEN OFFICE

（PARKS+REC）G14

INTERIOR EXIT STAIR

S03

EXIT ACCESS STAIR

S01

CONVENIENCE STAIR

S02

CIRC

G17

CIRC

G10

BUDGET + FINANCE

DIRECTOR

G07

ACT-19' - 0"AFF

P-110' - 0"AFF

P-111' - 10 5/8"AFF

P-111' - 10 5/8"AFF

P-111' - 0"AFF

P-111' - 0"AFF

G

E

D

C

B

A

1 2 3 4 5 6

xA

xB

xC

xD

x2x1

x3 x4

OPEN OFFICE

(BUDGET + FINANCE)

G09

P-111' - 10 5/8"AFF

WAITING

G11

ACT-19' - 0"AFF

CORRIDOR

G05

LOBBY

G01

P-111' - 0"AFF

MECH / MAINTENANCE

G02B

MOTHER'S ROOM

G02A

A4

A531

P-111' - 10 5/8"AFF

P-111' - 10 5/8"AFF

P-111' - 10 5/8"AFF

P-110' - 0"AFF

P-110' - 0"AFF

P-18' - 0"AFF

P-111' - 10 5/8"AFF

ACT-111' - 0"AFF

P-110' - 8"AFF

P-110' - 8"AFF

P-110' - 8"AFF

P-111' - 10 5/8"AFF

B1

A531

P-111' - 10 5/8"AFF

C1

C1

C1

CIRC

G02C

P-111' - 0"AFF

C1 C1

C1

C1

C1

C1A2

A531

SIM

A1

A531

A4

A531

SIM

P-19' - 0"AFF

B4

A531

SP-119' - 7 1/2"AFF

C4

P-119' - 7 1/2"AFF

C5

TYP.

TYP.

P-111' - 11 1/2"AFF

P-111' - 5 1/2"AFF

C7 C7

ALIGNEQEQ

C8

ALIGN

20"

C12

EQ

3' -

0"

3' -

0"

EQ

EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQEQ EQ EQ EQ EQEQ EQ

FLO

OR

LIN

E B

ELO

W

3' -

0"

EQ

EQ

3' -

0"

3' -

3"

8' -

0"

3' -

0"

3' -

0"

EQ

EQ

TY

P

EQ

TY

P

EQ

TYP

20"

EQ

EQ

3' -

0"

EQ EQ

34"

EQ EQ

4' - 6" 4' - 6"

P-19' - 0"AFF

3' - 6" 3' - 6"EQ EQ EQ

ACT-19' - 0"AFF

5' - 6" 5' - 6" 4' - 6"

6" TYP.

EQ

4' -

0"

EQ

EQ

EQ

EQ EQ

4' - 6" 4' - 6"

ALIGN ALIGN

EQ EQ

18" TYP.

18"

TY

P.

ALIG

N

EQ

EQ

6"

EQ

EQ

EQ

EQ

3' -

0"

3' -

0"

EQ

EQ

3' -

6"

3' -

6"

EQ EQ

EQ EQ

12"

ALIG

N

EQ EQ

6" TYP

4' -

8"

4' -

8"

EQ

EQ

EQ

EQ

6" TYP.

6"

B4

A531

SIM.

6" TYP.F

E.9

C.9

C14

15

15


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8 1 6. 4

7 4. 1

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A133

GROUND FLOORREFLECTEDCEILING PLAN

CIT

Y O

F B

ON

NE

R S

PR

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S, K

AN

SA

S

BO

NN

ER

SP

RIN

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12

LEGEND - KEYNOTES

C1 ± F.V. ACTUAL CEILING HEIGHT: GYPSUM BOARD, 5/8" TYPE 'X' (092116) ATTACHED DIRECTLY TO EXISTING WOOD CEILING / FLOORFRAMING MEMBERS.

C4 ± F.V. ACTUAL CEILING HEIGHT: SOUND ABSORBING CEILINGPANELS (09 8430) ATTACHED DIRECTLY TO EXISTING WOODCEILING FRAMING MEMBERS.

C5 ± F.V. ACTUAL CEILING HEIGHT: GYPSUM PLASTER SYSTEM (090320) ATTACHED DIRECTLY TO EXISTING WOOD CEILING FRAMINGMEMBERS.

C7 24" X 24" SQUARE, CEILING-MOUNTED, MUD-IN GFRG ACCESSPANEL (08 3100)

C8 12" X 12" SQUARE,CEILING-MOUNTED, PAINTED METAL ACCESSPANEL (08 3100)

C12 PROJECTOR, RE: ELECTRICAL AND TECHNOLOGY DRAWINGS

C14 PROVIDE 2-HOUR FIRE-RATED HORIZONTAL SHAFT ASSEMBLY ATWOOD FLOOR FRAMING CONSTRUCTION ABOVE, B1 / A527 SIM.(2-1/2" CH-STUD ON J-SHAPED STEEL RUNNERS WITH 1" TYPE 'SLX'GYPSUM BOARD ON TOP AND (2) LAYERS OF 1/2" TYPE 'C' GYPSUMBOARD ON BOTTOM). PROVIDE 11'-0" SUSPENDED GYPSUM BOARDASSEMBLY BELOW HORIZONTAL SHAFT ASSEMBLY (I.E. PLENUMSPACE) TO ACCOMMODATE LIGHT FIXTURES, RE: ELECTRICAL.

1/8" = 1'-0"A133

1 REFLECTED CEILING PLAN - GROUND FLOOR

N

15 11/06/19 RFI-097

15

ALIGNTYP.

ALIG

NT

YP

.

ALIG

N

ALIGN

ALIGN

ALIGN

ALIG

N

ALIGN

A217

B2

B5

B4

A217A2 A4BREAK ROOM

G18

CONFERENCE ROOM

G19

19

' - 1

0 1

/2"

7' - 1 3/8" ± (F.V.)

14

' -

0"

± (

F.V

.)

A2

A543

A1

A543

A1

A544

A3

A544

1' -

8 1

/4"

C5

C4

SOLID WOOD BASE TRIM, WB-2(06 2000)

PAINT, P-1 (09 9123)

ALL-GLASS ENTRANCE /STOREFRONT (08 4126)

SOLID-SURFACE COUNTERTOP,SM-2 (12 3600)

PLASTIC-LAMINATE-FACEDCABINET, PL-1 (06 4100)

PLASTIC-LAMINATE-FACED ENDPANEL, 3/4" PL-1 (06 4100)

G18B

1' - 8"

1 5/8"

3' - 0 1/4"

SCHLUTER JOLLY AT TILE EDGE,TYPICAL (09 3000)

3' -

4"

2' -

10

"

CERAMIC TILE TYPE,T-3 (09 3000)

3' -

4"

PAINT, P-1 (09 9123)

SOLID-SURFACECOUNTERTOP, SM-2(12 3600)

PLASTIC-LAMINATE-FACEDCABINET, PL-1 (064100)

ICE MAKER, OWNER SUPPLIED,CONTRACTOR INSTALLED

A1

A544

A3

A544

2' - 9"

2' - 8"

1' - 3 3/4"

3' - 0"

2' -

10

"

SOLID HARDWOOD BASE,WB-4(06 4200)

SCHLUTER JOLLY AT TILE EDGE,TYPICAL (09 3000)

SIM.

SOLID WOOD BASETRIM, WB-2 (06 2000)

PAINT, P-1 (09 9123)


PLASTIC-LAMINATE-FACEDCABINET, PL-1 (064100)

A2

A543

A1

A543

PAINT, P-1 (09 9123)



PAINT, P-1 (09 9123)

5' -

6"

EQ EQ

MONITOR, OWNER SUPPLIED,CONTRACTOR INSTALLED,PROVIDE BLOCKING ASREQUIRED. PAINT, P-1 (09 9123)


5' -

6"

10' - 3 1/4" 9' - 7 1/4"

EQ EQ

MONITOR, OWNER SUPPLIED,CONTRACTOR INSTALLED,PROVIDE BLOCKING ASREQUIRED.

3' -

0"

4' -

0"

4' - 0"

MARKERBOARDSURFACE (10 1101)

3' -

0"

4' -

0"

4' - 0"


3' -

0"

4' -

0"

4' - 0"

PAINT, P-1 (09 9123)

SOLID HARDWOODBASE, WB-2 (06 4200)


G19A

4' -

0"

3' -

0"

4' - 0"


PAINT, P-1 (09 9123)

SOLID HARDWOODBASE, WB-4(06 4200)


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A217

INTERIORELEVATIONS -CONFERENCE/BREAKROOM

CIT

Y O

F B

ON

NE

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PR

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S, K

AN

SA

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1/4" = 1'-0"A217

A1 ENLARGED PLAN - CONFERENCE/BREAK ROOM - GROUND FLOOR

1/4" = 1'-0"A217

B2 NORTH ELEVATION - BREAK ROOM - GROUND FLOOR1/4" = 1'-0"A217

B4 WEST ELEVATION - BREAK ROOM - GROUND FLOOR1/4" = 1'-0"A217

B5 SOUTH ELEVATION - BREAK ROOM - GROUND LEVEL

1/4" = 1'-0"A217

A2 WEST ELEVATION - CR - GROUND FLOOR1/4" = 1'-0"A217

A4 EAST ELEVATION - CR - GROUND FLOOR

1/4" = 1'-0"A217

C5 SOUTH ELEVATION - CR - GROUND FLOOR1/4" = 1'-0"A217

C4 NORTH ELEVATION - CR - GROUND FLOOR

15 11/06/19 RFI-097

15

16"+

/-

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

RFI

Phone:

Job:

120

Date: 11/26/2019

19050 Bonner Springs Govt Services

RFI #:To: DIRK HENKE

SFS ARCHITECTURE

1150 GRAND BLVD

SUITE 400


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

DANA GOULD (SFS ARCHITECTURE)CC:

Spec Section:Drawing: AD103 & A103

Subject: City Hall: Unstable Walls @ Room G12

TBD TBDSchedule Impact:Cost Impact:

Date Required:

Note D3, room EX-G.08, sheet AD103 stipulates a section of existing wall be removed. When removed, the remaining portion of that

wall, proceeding plan north from that which was demolished, was unstable and removed as well. The intersecting wall in the plan

west portion of the room and the wall separating G12 from the corridor portion of this space were also compromised and should be

removed and replaced. Please Advise.

See attachment

Request:

Requested by: VIRI RETANA-RODRIGUEZ


Response:

Answered by

DateCompany

Page 1 of 1

Highlighted wall is non-load bearing and may be removed

-Ryan Hagedorn / BDC / 12-5-19

REPLACE WALL AT G12 SOUTH WITH PARTITION TYPE G1 WITH DEFLECTION HEAD TRACKAT INTERSECTION OF STRUCTURAL BEAM ABOVE.

RUBBLE CURB STRUCTURE AT NORTH END OF ROOM TO REMAIN AS-IS UNTIL FURTHERNOTICE, NEEDS TO BE REVIEWED WITH OWNER FOR DIRECTION.

-DIRK HENKE / SFS / 2019-12-05

Description Material Carpenter Labor Hrs

RFI 97Remove wood framing -$ 16 68.00$ 1,088.00$ Additional 2x12 (20lf) 30.00$ 12 68.00$ 816.00$ Casework Modifications (1ea base) -1 68.00$ (68.00)$

RFI 120Demo unstable wall (126sf) 8 68.00$ 544.00$

30.00$ 2,380.00$

Bonner Springs Government Services Center COR043 Sub/Supplier Pricing -Drywall Systems: Pages 1-3 -Cabinetry & Millwork: Page 4

*MetalStudFraming CHANGEORDER

DrywallSystems,Inc. *Drywall PROPOSAL3015PowerDriveKansasCity,KS66016 *AcousticalCeilings RFI#97(913)397‐8966Fax(913)397‐8437 *EIFS

3919S.WestSt.Wichita,KS67217 3025S.CentennialRdSalina,KS *Insulation

(316)942‐4994Fax(316)942‐4995 (785)823‐1000Fax(785)823‐1015

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 1/21/2020

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

Add FR2b and F3 walls in Breakroom G18 per RFI 97

Add 2 hour rated horizontal shaft assembly at adjacent stairwell per revised plan, keynote 14

Labor: 60 HRS @ $65 $3,900.00

Material: $995.00

Equipment: $300.00

O&P(10%): $519.50

Proposed Amount: $5,715.00Exclusions:

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

*MetalStudFraming CHANGEORDER

DrywallSystems,Inc. *Drywall PROPOSAL3015PowerDriveKansasCity,KS66016 *AcousticalCeilings RFI#120(913)397‐8966Fax(913)397‐8437 *EIFS Unstable Walls at Room

3919S.WestSt.Wichita,KS67217 3025S.CentennialRdSalina,KS *Insulation G12(316)942‐4994Fax(316)942‐4995 (785)823‐1000Fax(785)823‐1015 REVISED

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 2/13/2020

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

Add wall at G12 south partition with wall type G1 per RFI 120

Labor: 14 HRS @ $65 $910.00

Material: $225.00

O&P(10%): $113.50

Proposed Amount: $1,249.00Exclusions:

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

;\ ,M~~JCAN DATE:

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ASK ABOUT OUR ENTIRE LINE OF PRODUCTS

800-545-6302 www.americangypsum.com

1

Dennis Tanner

From: Mark Coleman <[email protected]>Sent: Tuesday, March 17, 2020 6:26 AMTo: Dennis TannerSubject: RE: BSSC RFIs

Dennis, Please deduct the amount of $128.00, net sales tax not included, to delete the base cabinet in the Ground Floor Break Room per RFI No. 97. If you need any additional information, please contact me at your earliest convenience. Thank you, Mark

Mark Coleman Cabinetry & Millwork Concepts, Inc. 3433 NW 18th Street Topeka, KS. 66618 Phone: 785-232-1234 Fax: 785-235-0444 [email protected]

From: Dennis Tanner <[email protected]> Sent: Monday, March 16, 2020 11:40 AM To: Mark Coleman <[email protected]> Subject: BSSC RFIs Mark, Per RFI 97 some modifications have been made to breakroom G18. I believe the changes per your scope can be summarized in the attached photo (I’ve also attached the RFI if you need to further review). The highlighted cabinet essentially gets deleted. Can you provide a credit for this omittance? Thanks.

DENNIS TANNER Project Manager

[email protected] O: 913-422-5300 | C: 816-797-3400 kbsci.com

mailto:[email protected]





Documents

RFI #97 CO Proposal