asi #21 co proposal - cmu wall furring changes
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:
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.
Page 1 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
EXTERIOR GLASS MATSHEATHING BOARD, 5/8" (092116)
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)
CONCEALED ALUMINUMSUPPORT STRUCTURE SYSTEM(07 4247)
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)
RIGID BOARD INSULATION, 2-1/2"(07 2100)
FLUID-APPLIED MEMBRANE AIRBARRIER (07 2500)
EXTERIOR GLASS MATSHEATHING BOARD, 5/8" (092116)
STONE MASONRY VENEER,LIMESTONE (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)
CONCEALED ALUMINUMSUPPORT STRUCTURE SYSTEM(07 4247)
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)
FLUID-APPLIED MEMBRANE AIRBARRIER (07 2500)
FLUID-APPLIED MEMBRANE AIRBARRIER (07 2500)
RIGID BOARD INSULATION, 2-1/2"(07 2100)
STONE MASONRY VENEER,LIMESTONE (04 4313)
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