2316 Drawings.pdf
PDF 16 MB Posted
- Solicitation number
- 2316
- Issued by
- Kenosha County, Kellnersville Village, Wisconsin
About this file
This is a set of construction drawings for the East Entry Replacement project at the Kenosha County Administration Building located at 1010 56th Street, Kenosha, Wisconsin 53140. The project involves demolition of the existing east entry storefront door assembly, concrete stoop, and associated interior finishes, followed by replacement with new aluminum storefront entry doors with mullion (astrigal) and side lite frame assembly, new air-entrained concrete steps with broom finish, new card reader installation, new door closers, new door hardware including rim egress hardware and continuous hinge assemblies, and associated waterproofing and structural work. The drawings include demolition plans, east elevation views, enlarged plan and section details, lower level floor plans, door and frame type details, and guideline specifications. The project includes provisions for maintaining low-voltage electrical systems for access control, protecting existing building systems during construction, and coordination with owner facilities to allow continued operations during construction. Historic plaster wall and ceiling repairs must follow National Park Service Preservation Brief 21 standards.
The construction documents establish that the contractor is responsible for all permits, verification of existing conditions, temporary protection and shoring, fire-stopping of penetrations, material salvage where noted, proper disposal of demolition spoils, and coordination of building systems connections. The contractor must submit a construction schedule for owner and architect approval prior to contract award, coordinate all work with the facilities department, and maintain updated as-built drawings throughout the project. The contractor must contact Digger's Hotline 48 hours before any excavation, comply with all applicable codes and safety regulations, and report any dimension discrepancies to the architect immediately. The aluminum storefront door assembly is specified as Kawneer Model 500T Insulpour Entrance with Trifab Versa Glaze 451T framing system in Dark Bronze 100E finish, with 1-inch interior glazed glazing units.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2316 Addendum 1.pdf | ||
| 2316 Bid Documents.pdf | ||
| Vendor Responsibility Form Construction.pdf |
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Text version
GENERAL PLAN NOTES
1. NEW CONSTRUCTION IN BOLD.
2. DIMENSIONS ARE TO FACE OF MASONRY, CMU OR CONCRETE, OR GYP PARTITION.
3. PATCH WALLS, FLOORS, AND CEILING TO MATCH EXISTING, ADJACENT FINISHES AND PROVIDE SMOOTH AND CONTINUOUS SURFACES AT ALL WORK INCLUDING REMOVAL OF MISCELLANEOUS ITEMS SUCH AS THERMOSTATS, SIGNAGE, AND CASEWORK.
4. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION, WHETHER FROM ELECTRICAL OR OTHER ACTIVITY, SHALL BE FIRESTOPPED
AND/OR HAVE FIRE DAMPERS WITH EQUIVALENT HOURLY RATING.
5. PROVIDE FIRE STOPPING AT PIPING PENETRATIONS THROUGH FLOOR.
6. PATCH AND PREPARE EXPOSED SURFACES TO RECEIVE NEW FINISHES OVER ALL HOLES IN FLOOR, WALLS, AND CEILINGS WHERE
MECHANICAL EQUIPMENT OR CONNECTIONS WERE ABANDONED AND EXPOSED.
7. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO WORK.
8. VERIFY EXISTING CONDITIONS AND FINISHES PRIOR TO ALL WORK.
9. INSPECTIONS AS REQUIRED BY LOCAL AUTHORITIES SHALL BE COORDINATED BY GENERAL CONTRACTOR.
10. FOR ALL EXISTING PLASTER WALLS & EXPOSED PORTION OF PLASTER CEILING IN NEED OF PATCHING OR REPAIR: REFER TO THE NATIONAL PARK SERVICE PRESERVATION BRIEF 21 "REPAIRING HISTORIC FLAT PLASTER WALLS AND CEILINGS" FOR APPROPRIATE METHODS AND
MATERIALS - CONFIRM SYSTEM & METHOD WITH ARCHITECT/OWNER PRIOR TO REPAIR.
11. THE CONTRACTOR SHALL CALL "DIGGER'S HOTLINE" AT (800) 242-8511, 48 HOURS (EXCLUDING WEEKENDS AND/OR HOLIDAYS) PRIOR TO DIGGING ANY EXCAVATION. "DIGGER'S HOTLINE" WILL CONTACT UTILITY COMPANIES TO LOCATE AND MARK THEIR UNDERGROUND FACILITIES. NO SUCH WORK SHALL COMMENCE PRIOR TO VERIFICATION THAT ALL UTILIITIES HAVE RESPONDED.
12. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. ALL PERMITS ARE BY THE CONTRACTOR.
13. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF, AND COORDINATION WITH, ALL DIMENSIONS SHOWN ON THESE DRAWINGS RELATIVE
TO EXISTING CONDITIONS PRIOR TO BEGINNING WORK.
14. CONTRACTOR SHALL REPORT IMMEDIATELY TO THE ARCHITECT ANY DIMENSIONS AND/OR DISCREPANCIES VERBALLY. A WRITTEN REPORT SHOULD PROMPTLY FOLLOW. CONTRACTOR SHALL CEASE WORK IN THE AFFECTED AREA UNTIL DIRECTED BY THE ARCHITECT.
15. THE CONTRACTOR SHALL PROVIDE ALL METHODS AND EQUIPMENT FOR PROTECTING THE BUILDING, ALL MATERIALS, AND PERSONNEL FROM FIRE OR OTHER DAMAGE PRIOR TO STARTING. THE CONTRACTOR SHALL SUBMIT TO APPROVED METHODS AND EQUIPMENT IN WRITING FOR
THE OWNER AND ARCHITECT'S REVIEW PRIOR TO STARTING WORK.
16. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY AND HEALTH LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SHEATHING, REQUIRED FOR THE SAFETY AND PROPER EXECUTION OF THE WORK. MAINTAIN EGRESS AT DESIGNATED ENTRANCE POINTS. COORDINATE ALL TEMPORARY CLOSURES OF CODE-REQUIRED EGRESS WITH OWNER, ARCHITECT, AND FIRE DEPARTMENT IF NECESSARY AND BUILDING ACCESS THROUGHOUT THE COURSE OF THE ENTIRE
CONSTRUCTION SCHEDULE.
18. EXECUTION OF THE WORK WILL INVOLVE CONSIDERATION FOR ALLOWING THE OWNER TO CONTINUE THE OPERATION OF THE PREMISES AND ADJACENT FACILITIES. PRIOR TO AWARD OF THE CONTRACT, A CONSTRUCTION SCHEDULE PREPARED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT AND SHALL BE COORDINATED WITH THE FACILITIES DEPARTMENT. OWNER'S APPROVAL OF THE PROPOSED
SCHEDULE SHALL SUPERCEDE THE CONTRACT, PROVIDED THE OVERALL TIME IS NOT CHANGED.
19. THE CONTRACTOR SHALL REVIEW ALL EXISTING CONDITIONS TO DETERMINE ALL SERVICES (ELECTRICAL, MECHANICAL, PLUMBING, ETC.)
AFFECTED BY THE REPAIR WORK. THE CONTRACTOR SHALL MAKE NECESSARY TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SERVICES TO ALL AREAS OF THE BUILDING DIRECTLY AND INDIRECTLY AFFECTED BY THE WORK. THE CONTRACTOR SHALL SUBMIT METHODS AND SCHEDULE OF CONNECTIONS TO THE OWNER FOR APPROVAL PRIOR TO BEGINNING WORK.
20. AS THE WORK PROGRESSES, THE CONTRACTOR SHALL PRODUCE "AS-BUILT" DRAWINGS FOR THE INSTALLATION OF ALL REPAIR ITEMS UNDER THE CONTRACT. THE ARCHITECT WILL PROVIDE THE GENERAL CONTRACTOR WITH A SET OF REPRODUCIBLE PLANS FOR THIS PURPOSE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE AS-BUILT DRAWINGS ACCORDING TO THE JOB PROGRESS. EACH PAY REQUEST SUBMITTED BY THE CONTRACTOR SHALL BE ACCOMPANIED BY A COPY OF THE UPDATED AS-BUILT DRAWINGS.
Number Sheet
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Date: Description:
InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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KC23-001
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C O
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EAST ENTRY REPLACEMENT
KENOSHA COUNTY ADMINISTRATION BUILDING
KENOSHA COUNTY
1010 56TH STREET KENOSHA, WI 53140
KC23-001
SHEET INDEX
G000 COVER SHEET
A101 DEMOLITION - EAST ELEVATION
A102 DEMOLITION - ENLARGED ELEVATION, PLAN
& SECTION
A201 EAST ELEVATION
A202 ENLARGED ELEVATION, PLAN & SECTION
A300 LOWER LEVEL FLOOR PLAN
A700 DOOR & FRAME TYPE DETAILS, & DOOR
SCHEDULE
A801 GUIDELINE SPECIFICATIONS
A802 GUIDELINE SPECIFICATIONS
A803 GUIDELINE SPECIFICATIONS
A804 GUIDELINE SPECIFICATIONS
SCALE: 12" = 1'-0"G000
1 STATE LOCATION PLAN
SCALE: 12" = 1'-0"G000
2 STREET LOCATION PLAN
SCALE: 1/4" = 1'-0"G000
3 SITE PLAN
N.T.S.
N.T.S.
A.D.
First Floor 0' - 0"
Second Floor 17' - 2"
Roof 46' - 2"
Third Floor 28' - 2"
Penthouse Roof 59' - 6"
A102
Number Sheet
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InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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1 EAST ELEVATION - DEMOLITION
EXTENT OF WORK AREA
0' 1' 2' 4' 8' 16'
GENERAL DEMO PLAN NOTES
1. ALL ITEMS SHOWN DASHED TO BE REMOVED. DEMOLITION DRAWINGS REPRESENT THE GENERAL SCOPE OF DEMOLITION WORK.
CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL DEMOLITION WORK REQUIRED FOR NEW CONSTRUCTION UNLESS NOTED OTHERWISE. INCIDENTAL WORK ASSOCIATED, BUT NOT SHOWN ON THE CONSTRUCTION DOCUMENTS, MAY BE REQUIRED OUTSIDE THE PROJECT AREAS. THIS WORK IS PART OF THE CONTRACT, AND IS TO BE COMPLETED IN ACCORDANCE WITH THE CONTRACT
REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER.
2. ALL DIMENSIONS SHOWN ON DEMOLITION PLANS ARE FOR REFERENCE ONLY. COORDINATE LENGTH OF CONCRETE STEP REMOVAL WITH EXISTING CONDITIONS AND ARCHITECTURAL DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND REPORT ANY
DISCREPANCIES TO ARCHITECT PRIOR TO BEGINNING WORK.
3. ITEMS THAT ARE TO BE REMOVED AND REINSTALLED, OR SAVED, ARE TO BE TAGGED AND CAREFULLY STORED.
4. ALL ITEMS INDICATED TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DAMAGED ITEMS ARE TO BE PATCHED & REPAIRED, OR REPLACED AS REQUIRED. PROVIDE SMOOTH & CONTINUOUS SURFACES TO MATCH EXISTING, ADJACENT SURFACE (MATCH EXISTING CONDITION AT
DOOR JAMBS). VERIFY IN FIELD.
5. SHORE OPENINGS AS REQUIRED, UPON REMOVAL OF DOORS. SECURE ALL NEW FRAMES PER MANUFACTURER'S RECOMMENDATIONS.
6. MAINTAIN STRUCTURAL INTEGRITY AT ALL TIMES. DO NOT REMOVE STRUCTURAL ELEMENTS UNLESS EXPLICITLY NOTED AND REPLACED
WITH APPROPRIATE STRUCTURAL ELEMENTS.
7. CEILING GRID AND TILES IN CORRIDOR (EAST VESTIBULE) AREAS AND TENANT PROGRAM SPACE ON GROUND FLOOR (EAST) SHALL BE REMOVED AS NECESSARY FOR ELECTRICAL WORK ONLY. REMOVE GRID AND TILES ONLY IN AREAS WHERE NECESSARY FOR ELECTRICAL
ACCESS. STORE AND REINSTALL GRID AND TILES AFTER COMPLETION.
8. PROTECT TREES, SHRUBS, LAWNS, AND HARDSCAPES WITHIN PROJECT LIMITS. RESTORE DAMAGED FEATURES TO ORIGINAL CONDITION.
9. PROVIDE PHOTO DOCUMENTATION OF ALL SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK - PROVIDE COPY TO ARCHITECT AT
PROJECT START.
10. PRIOR TO ANY BUILDING SYSTEMS SHUTDOWN, COORDINATE WITH THE OWNER. AT NO TIME SHALL ANY BUILDING SYSTEMS BE
INTERRUPTED DURING NORMAL OPERATIONAL TIMES.
11. REMOVE SPOILS FROM SITE FOR ALL EXCAVATION ACTIVITIES.
First Floor 0' - 0"
V.I.F.
10' - 2" +/-
V.
I.F
7'
2"
Number Sheet
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InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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CONCRETE SILL & DOOR SECTION -
DEMOLITION
CONCRETE SIDEWALK TO REMAIN
GRAVEL BASE TO REMAIN
EARTH SUB-BASE TO REMAIN
EXISTING WATERPROOFING AT EXTERIOR
FOUNDATION WALL TO REMAIN.
DEMO EXISTING EXPANSION FILLER, BOND BREAKER,
AND SEALANT BETWEEN CONCRETE SIDEWALK AND
CONCRETE STOOP.
DEMO EXISTING CONCRETE STOOP. CONTRACTOR TO
ANTICIPATE PERFORMING WATERPROOFING
REPLACEMENT BEHIND CONCRETE STOOP.
DEMO EXISTING STOREFRONT ENTRY DOOR ASSEMBLY.
EXISTING CONCRETE FOUNDATION WALL AND
FLOOR STRUCTURE TO REMAIN.
SCALE: 1" = 1'-0"A102
ENLARGED EAST ENTRY ELEVATION -
DEMOLITION
DEMO EXISTING TILE AND DISCARD.
REMOVE EXISTING CARD READER
AND SALVAGE TO OWNER. TAKE
CARE NOT TO DAMAGE EXISTING
CONDUIT RUN BELOW DOOR
ASSEMBLY TO POWER SUPPLY.
REMOVE EXISTING STOREFRONT
DOOR ASSEMBLY AND DISCARD.
REMOVE EXISTING TILE AND
CONCRETE CURB AND DISCARD.
CONTRACTOR TO TAKE CAUTION
NOT TO DAMAGE UNDERLYING
WATERPROOFING MEMBRANE.
EXISTING AWNING.
EXISTING METAL SPANDREL
ASSEMBLY AND FRAME TO
REMAIN..
SCALE: 1" = 1'-0"A102
ENLARGED EAST ENTRY PLAN -
DEMOLITION
EXTERIOR
INTERIOR
REMOVE EXISTING TILE AND CONCRETE CURB AND
DISCARD. CONTRACTOR TO TAKE CAUTION NOT TO
DAMAGE UNDERLYING WATERPROOFING MEMBRANE.
REMOVE EXISTING STOREFRONT DOOR ASSEMBLY AND
DISCARD.
INTERIOR WALL FINISH SURFACE.
TERRAZO WALL BASE - TO REMAIN.
LIMESTONE CLADDING - TO REMAIN.
CONCRETE BASE CURB - TO REMAIN.
CONCRETE SIDEWALK - TO REMAIN.
REMOVE EXISTING SEALANT, BOND BREAKER, AND
COMPRESSIBLE FOAM FILLER AT TILE-TO-SIDEWALK
CONDITION AND DISCARD.
0' 6"3" 1' 2'
0' 6"3" 1' 2' 0' 6"3" 1' 2'
REMOVE DOOR CLOSERS AT
INTERIOR AND SALVAGE TO
OWNER.
REMOVE INTERIOR SIGNAGE AT
DOOR GLAZING AND DISCARD.
SHEET APPLIED WATERPROOFING (2 LAYERS) TO
REMAIN.
REMOVE EXISTING DOOR HARDWARE AND SALVAGE TO
OWNER.
REMOVE EXISTING LOW VOLTAGE POWER TO JUNCTION
BOX @ CEILING BELOW. SEE SHEET A301. EXISTING
LOW VOLTAGE CONDUIT TO REMAIN FOR
REINSTALLATION.
First Floor 0' - 0"
Second Floor 17' - 2"
Roof 46' - 2"
Third Floor 28' - 2"
Penthouse Roof 59' - 6"
A202
Number Sheet
Scale
Number
Type
Issued
DFD
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Date
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Revisions:
InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
3/16" = 1'-0"
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A201
KC23-001
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1 EAST ELEVATION
EXTENT OF WORK AREA
0' 1' 2' 4' 8' 16'
First Floor 0' - 0"
10' - 2"
0' - 2"3' - 0" 3' - 0"1' - 11 3/4" 1' - 11 3/4"
A202
Sim
1' - 4" +/-
1'
/4
0' - 3" 0' - 3"
0'
3" 0'
3"
Number Sheet
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InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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SCALE: 1" = 1'-0"A202
1 ENLARGED EAST ELEVATION
SCALE: 1" = 1'-0"A202
2 ENLARGED EAST ENTRY PLAN
SCALE: 1" = 1'-0"A202
CONCRETE SILL & DOOR SECTION -
REPLACEMENT
SCALE: 6" = 1'-0"A202
ENLARGED CONCRETE SILL & DOOR @
THRESHOLD
0' 6"3" 1' 2'
0' 6"3" 1' 2'
0' 6"3" 1' 2'
INSTALL NEW CARD READER AT
VERICAL MULLION. VERIFY
PLACEMENT WITH OWNER.
PROVIDE NEW WIRING TO CARD
READER FROM POWER SUPPLY.
OWNER TO CONNECT CARD
READER TO EXISTING ACCESS
CONTROL SYSTEM.
NEW AIR ENTRAINED CONCRETE
STEP WITH BROOM FINISH.
EXISTING AWNING.
EXISTING METAL SPANDREL
ASSEMBLY AND FRAME TO
REMAIN..
NEW DOOR CLOSERS AT
INETERIOR
NEW EXTERIOR DOOR TRIM. SEE
DOOR AND HARDWARE
SCHEDULES.
NEW ALUMINUM DOUBLE DOOR
ENTRY WITH MULLION (ASTRIGAL)
AND SIDE LITE FRAME ASSEMBLY.
NEW AIR ENTRAINED CONCRETE STEP WITH BROOM
FINISH.
NEW ALUMINUM DOOR ENTRY WITH ASTRIGAL AND SIDE
LITE FRAME ASSEMBLY.
INTERIOR WALL FINISH SURFACE.
TERRAZO WALL BASE - TO REMAIN.
EXISTING LIMESTONE CLADDING.
EXISTING CONCRETE BASE CURB.
EXISTING CONCRETE SIDEWALK.
NEW COMPRESSIBLE JOINT FILLER BETWEEN EXISTING
BUILDING MATERIALS AND NEW CONCRETE STEP.
0' 3"2"1"1/2"
EXISTING CONCRETE SIDEWALK
GRAVEL BASE.
EARTH SUB-BASE.
EXISTING WATERPROOFING AT EXTERIOR
FOUNDATION WALL.
NEW EXPANSION FILLER, BOND BREAKER, AND
SEALANT BETWEEN CONCRETE SIDEWALK AND
CONCRETE STOOP.
EXISTING SHEET APPLIED WATERPROOF MEMBRANE.
TIE NEW WATERPROOF MEMBRANE INTO EXISTING AND
TERMINATE BENEATH NEW STOREFRONT ENTRY SILL.
NEW STOREFRONT ENTRY DOOR ASSEMBLY.
EXISTING CONCRETE FOUNDATION WALL AND
FLOOR STRUCTURE.
NEW CONCRETE STEP. SLOPE 1/4" PER 1`-0" MINIMUM
TOWARDS SIDEWALK.
EXISTING SHEET APPLIED WATERPROOFING (2
LAYERS).
NEW THERMALLY BROKEN EXTRUDED ALUMINUM
THRESHOLD. SET IN CONTINUOUS BED OF SEALANT.
NEW STOREFRONT ENTRY DOOR ASSEMBLY.
INSTALL NEW DRAINAGE MAT AND PROTECTION BOARD
TO PROTECT SHEET APPLIED WATERPROOFING.
NEW SHEET APPLIED WATERPROOFING MEMBRANE.
TIE INTO EXISTING MEMBRANE AND TERMINATE
BENEATH NEW STOREFRONT ASSEBLEY.
INSTALL NEW EXPANSION FILLER, BOND BREAKER, AND
SEALATN BETWEEN CONCRETE STEP AND BUILDING
FLOOR STRUCTURE.
NEW CONCRETE STEP WITH EXPOSED AGGREGATE
FINISH.
EXISTING TERRAZO FLOOR FINISH.
NEW DOOR SWEEP.
NEW 2" STOREFRONT MULLION WITH ELECTRIFIED
STRIKE AT EACH DOOR.
PROVIDE NEW LOW VOLTAGE WIRING TO THE
ELECTRIC STRIKES FROM POWER SUPPLY. OWNER TO
CONNECT ELECTRIC STRIKES TO EXISTING ACCESS
CONTROL SYSTEM.
NEW RIM DOOR EGRESS HARDWARE AND TRIM.
CONTINUOUS HINGE ASSEMBLY.
PREFORMED SLAB CONTRACTION JOINT DEVICE AT
HORIZONTAL AND VERICAL SURFACES OF NEW
CONCRETE STEP.
(2)#4 @ 10" O.C. T&B
EXISTING
VAULT
AREA
EXISTING
VAULT
AREA
EXISTING
VAULT
AREA
EXISTIN
G
VAU
LT
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EA
EXISTING K.C.A.B. LOWER LEVEL
EXISTING
TELECOM
ROOM
EXISTING
STORAGE
ROOM
(BELOW
ENTRY)
ACOUSTICAL
CEILING TILE
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InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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SCALE: 1/8" = 1'-0"A300
1 LOWER LEVEL FLOOR PLAN
EXISTING LOW VOLTAGE
POWER SUPPLY PANEL FOR
ELECTRIC STRIKE AND CARD
READER. SEE DETAIL 2/301.
CONTRACTOR TO PROVIDE
NEW WIRING TO POWER
SUPPLY PANEL VIA EXISTING
CONDUIT. OWNER TO
CONNECT LOW VOLTAGE
WIRING FOR ELECTRIC
STRIKES AND CARD READER
TO EXISTING ACCESS
CONTROL SYSTEM.
LOW VOLTAGE CONDUIT RUN.
CONTRACTOR TO VERIFY
ACTUAL LOCATION WITH
OWNER'S REPRESENTATIVE.
SEE DETAIL 3/301.
LOW VOLTAGE CONDUIT UP TO
ALUMINUM DOOR SYSTEM
ABOVE. CONTRACTOR TO
REUSE EXISTING CONDUIT.
SEE DETAIL 4/301.
0' 1' 2' 4' 8' 16'
NN
SCALE: 12" = 1'-0"A300
2 EXISTING POWER SUPPLY UNIT
SCALE: 12" = 1'-0"A300
REPRESENTATIVE VIEW OF A.C.T IN
LOWER LEVEL
SCALE: 12" = 1'-0"A300
LOWER LEVEL STORAGE ROOM
(BELOW ENTRY)
N.T.S.
0' - 4 1/2"
0'
2"
0'
8"
0' - 2 1/4"
0' - 2"0' - 5 1/2" 0' - 2"
0'
1/
2"
0' - 4 1/2"
0'
2" 0'
1/ 2"
0'
1/
2"
0' - 4 3/4"
0' - 2 1/4"
0'
7"
0' - 2 1/2"
0'
7"
0' - 2"
0'
6"
0'
1/
4"
0' - 5 1/2"
0'
1/
2" 0'
3"
0' - 1"0' - 1"
0' - 4"
Number Sheet
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InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
As indicated
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A, W I 5
A700
KC23-001
100% CD SET
05/26/2023
D O
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SCALE: 6" = 1'-0"A700
5 TRANSOM HEAD - 1" INFILL
SCALE: 6" = 1'-0"A700
10 OPTIONAL BOTTOM RAIL - 1" INFILL
SCALE: 6" = 1'-0"A700
3 CGH STILE W/SIDELITE - 1" INFILL
SCALE: 6" = 1'-0"A700
4 JAMB - 1" INFILL
SCALE: 6" = 1'-0"A700
8 DOOR HEADER - 1" INFILL
SCALE: 6" = 1'-0"A700
7 SILL WITH SEALANT OPTION - 1 " INFILL
SCALE: 6" = 1'-0"A700
9 SIDELITE MEETING RAIL - 1" INFILL
SCALE: 6" = 1'-0"A700
6 DOOR MEETING RAIL - 1" INFILL
SCALE: 1" = 1'-0"A700
1 STOREFRONT DOOR ELEVATION
SCALE: 6" = 1'-0"A700
2 DOOR MEETING STILE
0' 6"3" 1' 2'
ALUMINUM STOREFRONT FRAME/TRANSOM HEAD
ALUMINUM STOREFRONT FRAME JAMB
ALUMINUM STOREFRONT CONTINUOUS HINGED
JAMB WITH SIDELITE
ALUMINUM STOREFRONT FRAME/DOOR HEAD
ALUMINUM STOREFRONT DOOR STILE MEETING TO
ASTRIGAL (MULLION).
ALUMINUM STOREFRONT DOOR MEETING RAIL
ALUMINUM STOREFRONT SIDELITE MEETING RAIL
ALUMINUM STOREFRONT DOOR BOTTOM RAIL
ALUMINUM STOREFRONT FRAME SILL
1" GLAZING UNIT
1" GLAZING UNIT
BUILT-UP ALUMINUM ASTRAGAL (MULLION).
ASTRAGAL (MULLION) BASIS OF DESIGN:
MODEL #: 061208 - DIMENSION: 2"X6"
MODEL #: 027881 - DIMENSION: 1"X3"
MANUFACTURER: KAWNEER
FINISH: MATCH DOOR/FAME ASSEMBLY
ALUMINUM DOOR ASSEMBLY WITH 1" INTERIOR
GLAZED GLAZING UNIT.
DOOR ASSEMBLY BASIS OF DESIGN:
MODEL: 500T INSULPOUR ENTRANCE W/TRIFAB
VERSA GLAZE 451T FRAMING SYSTEM
MANUFACTURER: KAWNEER
FINISH: DARK BRONZE
100E 101E
Number Sheet
Scale
Number
Type
Issued
DFD
Set
Date
Graphic
Revisions:
InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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A C
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6T
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A, W I 5
A801
KC23-001
100% CD SET
05/26/2023
G U
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IN
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SP
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IF
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N S
Scale
Number
Type
Issued
DFD
Set
Date
Graphic
Revisions:
InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
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6T
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A, W I 5
A802
KC23-001
100% CD SET
05/26/2023
G U
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IN
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SP
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IF
IC
AT
IO
Scale
Number
Type
Issued
DFD
Set
Date
Graphic
Revisions:
InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
EA
ST
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6T
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A, W I 5
A803
KC23-001
100% CD SET
05/26/2023
G U
ID
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IN
E
SP
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IF
IC
AT
IO
Scale
Number
Type
Issued
DFD
Set
Date
Graphic
Revisions:
InSite Consulting Architects 744 Williamson St. /STE 101 Madison, Wisconsin 53703 1.800.453.8086 info@icsarc.com
EA
ST
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A, W I 5
A804
KC23-001
100% CD SET
05/26/2023
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| KCAB - East Entry Replacement - Sheet - G000 - COVER SHEET |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
| KCAB - East Entry Replacement - Sheet - A101 - DEMOLITION - EAST ELEVATION |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
| KCAB - East Entry Replacement - Sheet - A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
| KCAB - East Entry Replacement - Sheet - A201 - EAST ELEVATION |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
| KCAB - East Entry Replacement - Sheet - A202 - ENLARGED ELEVATION, PLAN & SECTION |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
| KCAB - East Entry Replacement - Sheet - A300 - LOWER LEVEL FLOOR PLAN |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
| KCAB - East Entry Replacement - Sheet - A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
| KCAB - East Entry Replacement - Sheet - A801 - GUIDELINE SPECIFICATIONS |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
| KCAB - East Entry Replacement - Sheet - A802 - GUIDELINE SPECIFICATIONS |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
| KCAB - East Entry Replacement - Sheet - A803 - GUIDELINE SPECIFICATIONS |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
| KCAB - East Entry Replacement - Sheet - A804 - GUIDELINE SPECIFICATIONS |
| Sheets |
| A101 - DEMOLITION - EAST ELEVATION |
| A102 - DEMOLITION - ENLARGED ELEVATION, PLAN & SECTION |
| A201 - EAST ELEVATION |
| A202 - ENLARGED ELEVATION, PLAN & SECTION |
| A300 - LOWER LEVEL FLOOR PLAN |
| A700 - DOOR & FRAME TYPE DETAILS, & DOOR SCHEDULE |
| A801 - GUIDELINE SPECIFICATIONS |
| A802 - GUIDELINE SPECIFICATIONS |
| A803 - GUIDELINE SPECIFICATIONS |
| A804 - GUIDELINE SPECIFICATIONS |
| G000 - COVER SHEET |
File details come from the government source that posted it. Updated .