rfi #97 co proposal
TRANSCRIPT
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
KANSAS CITY, MO 64106
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
KBS CONSTRUCTORS, INC.
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
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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
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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
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DN
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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
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
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
© 2019 SFS ARCHITECTURE
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A103
GROUND FLOORPLAN
CIT
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SFS PROJECT NO: 17973
ISSUE DATE: 11 / 21 / 2019
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
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
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ALIGNTYP.
ALIGNTYP.
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ALIG
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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
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. 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
© 2019 SFS ARCHITECTURE
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A133
GROUND FLOORREFLECTEDCEILING PLAN
CIT
Y O
F B
ON
NE
R S
PR
ING
S, K
AN
SA
S
BO
NN
ER
SP
RIN
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ISSUE DATE: 11 / 21 / 2019
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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)
SOLID-SURFACECOUNTERTOP, SM-1(12 3600)
PLASTIC-LAMINATE-FACEDCABINET, PL-1 (064100)
A2
A543
A1
A543
PAINT, P-1 (09 9123)
SOLID-SURFACECOUNTERTOP, SM-1(12 3600)
SOLID WOOD BASETRIM, WB-4 (06 2000)
PAINT, P-1 (09 9123)
5' -
6"
EQ EQ
MONITOR, OWNER SUPPLIED,CONTRACTOR INSTALLED,PROVIDE BLOCKING ASREQUIRED. PAINT, P-1 (09 9123)
SOLID WOOD BASETRIM, WB-2 (06 2000)
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"
MARKERBOARDSURFACE (10 1101)
3' -
0"
4' -
0"
4' - 0"
PAINT, P-1 (09 9123)
SOLID HARDWOODBASE, WB-2 (06 4200)
MARKERBOARDSURFACE (10 1101)
G19A
4' -
0"
3' -
0"
4' - 0"
MARKERBOARDSURFACE (10 1101)
PAINT, P-1 (09 9123)
SOLID HARDWOODBASE, WB-4(06 4200)
© 2019 SFS ARCHITECTURE
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A217
INTERIORELEVATIONS -CONFERENCE/BREAKROOM
CIT
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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
KANSAS CITY, MO 64106
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
KBS CONSTRUCTORS, INC.
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