2319 Drawings-Specifications.pdf
PDF 20 MB Posted
- Solicitation number
- 2319
- Issued by
- Kenosha County, Kellnersville Village, Wisconsin
About this file
This is a drawings and specifications document prepared by InSite Consulting Architects for Kenosha County Parks regarding immediate repair work to Shelter #5 at Petrifying Springs Park, located at 5555 7th Street, Kenosha, Wisconsin 53144. The project scope includes repair of distressed masonry, structural connections, fireplace abandonment, and roofing installation. Specific work items include re-pointing brick masonry where structural arches and masonry exhibit open mortar joints; removing all chimney caps, flue liners, and brick to below roof level at both chimneys; providing new 2x6 wood framing, roof sheathing, felt underlayment, and asphalt shingle roofing with new ridge cap shingles; replacing steel wind uplift straps between column base and structural slab with 1/2-inch diameter stainless steel anchors; re-pointing cracked or eroded brick masonry mortar joints; infilling the existing firebox opening and flue with new brick matching existing size, color, and texture; infilling the existing wall niche opening with matching brick; reconstructing brick masonry at areas of displacement; and installing a new limestone sill at the firebox opening. The drawings are dated 06/28/2023 and represent the 100% Construction Documents set.
All design and construction shall comply with the State of Wisconsin Building Code, latest edition. The contractor is responsible for verification of all dimensions shown on the drawings relative to existing conditions prior to beginning work and shall immediately report any discrepancies verbally with a written report to follow. The contractor must provide all methods and equipment for protecting the building, materials, and personnel from fire or other damage; comply with all safety and health laws and regulations; protect trees, shrubs, lawns, and other features within project limits; provide all required shoring and bracing; patch all adjacent materials and surfaces; photo document all work areas on the first day of mobilization; and restore all paving and landscaping areas to at minimum original condition upon project completion. New brick materials must be provided for use in restoration repairs and new infill work, with all construction debris legally disposed. The color, texture, and finish of all replacement materials are intended to match the original being replaced or patched.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2319 Addendum 1.pdf | ||
| 2319 Bid Documents.pdf | ||
| Vendor Responsibility Form Construction.pdf | ||
| 2319 Addendum 2.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
TITLE SHEET
A001
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
A001
SHELTER #5 SITE CONTEXT - EAST ELEVATION VIEW
SCALE: N.T.S.
KENOSHA COUNTY
PETRIFYING SPRINGS PARK
SHELTER #5
GENERAL PLAN NOTES
1. THE SCOPE OF WORK INCLUDES, BUT NOT LIMITED TO THE REPAIR
OF DISTRESSED MASONRY, STRUCTURAL CONNECTIONS, FIREPLACE
ABANDONMENT, AND ROOFING INSTALLATION AS INDICATED ON THE
DRAWINGS.
2. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH
THE STATE OF WISCONSIN BUILDING CODE LATEST EDITION.
3. CONTRACTOR(S) ARE RESPONSIBLE FOR VERIFICATION OF, AND
COORDINATION WITH, ALL DIMENSIONS SHOWN ON THESE DRAWINGS
RELATIVE TO EXISTING CONDITIONS PRIOR TO BEGINNING WORK.
4. CONTRACTOR SHALL REPORT IMMEDIATELY TO THE ARCHITECT ANY
DIMENSION(S) OR DISCREPANCIES VERBALLY, A WRITTEN REPORT
SHOULD PROMPTLY FOLLOW. CONTRACTOR SHALL CEASE WORK IN
THE AFFECTED AREA UNTIL DIRECTED BY THE ARCHITECT.
5. 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 THE APPROVED METHODS AND
EQUIPMENT IN WRITING FOR THE OWNER AND ARCHITECT'S REVIEW
PRIOR TO STARTING WORK.
6. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY AND HEALTH
LAWS AND REGULATIONS, INCLUDING BUT NOT LIMITED TO
MUNICIPAL, COUNTY, AND STATE CODES.
7. PROTECT TREES, SHRUBS, LAWNS, AND OTHER FEATURES WITHIN
PROJECT LIMITS. RESTORE DAMAGED FEATURES TO ORIGINAL
CONDITION.
8. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING,
SHEATHING, REQUIRED FOR THE SAFETY AND PROPER EXECUTION
OF THE WORK.
9. THE CONTRACTOR IS RESPONSIBLE TO PATCH ALL MATERIALS AND
SURFACES ADJACENT TO RESTORATION WORK AND REMOVE ALL
DEMOLITION MATERIALS
10. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL FIELD
MEASUREMENTS TO ORDER AND INSTALL ALL REQUIRED MATERIALS
AND SYSTEMS
11. THE COLOR, TEXTURE AND FINISH OF ALL REPLACEMENT MATERIALS
IS INTENDED TO MATCH THE ORIGINAL BEING REPLACED OR
PATCHED.
12. PHOTO DOCUMENT AND SUBMIT PICTURES AT FIRST DAY OF
MOBILIZATION OF ALL WORK AREAS AND ADJACENT CONDITIONS
13. PAVING AND LANDSCAPING AREAS USED BY CONTRACTOR SHALL BE
RESTORED TO AT MINIMUM ORIGINAL CONDITION AT COMPLETION OF
PROJECT
14. PROVIDE NEW BRICK FOR USE IN RESTORATION REPAIRS AND NEW
INFILL. LEGALLY DISPOSE OF ALL CONSTRUCTION DEBRIS.
SPECIFIC RESTORATION KEY NOTES #
A001 TITLE SHEET & SHEET INDEX
A100 SITE PLAN
A201 ROOF PLAN & ELEVATION
A202 FLOOR PLAN
A301 SOUTH ELEVATIONS
A301.1 SOUTH ELEVATION PHOTOGRAPHS
A302 NORTH ELEVATIONS
A302.1 NORTH ELEVATION PHOTOGRAPHS
A303 REPAIR DETAILS
A801 GUIDELINE SPECIFICATIONS
A802 GUIDELINE SPECIFICATIONS
SHEET INDEX:
SCALE: N.T.S.
PARK LOCATION MAP
5555 7TH STREET
KENOSHA, WI
53144
KENOSHA COUNTY PARKS
PETRIFYING SPRINGS PARK
SHELTER #5
IMMEDIATE REPAIRSKENOSHA, WI
SCALE: N.T.S.
STATE LOCATION MAP
1. RE-POINT BRICK WHERE STRUCTURAL ARCHES AND
MASONRY EXHIBIT OPEN MORTAR JOINTS - AS INDICATED ON
DRAWINGS.
2. REMOVE ALL CHIMNEY CAPS, FLUE LINER AND BRICK TO
BELOW ROOF LEVEL. TYPICAL FOR BOTH CHIMNEYS.
3. PROVIDE NEW 2X6 WOOD FRAMING,NEW ROOF SHEATHING,
FELT UNDERLAYMENT, AND NEW ASPHALT SHINGLE
ROOFING. PROVIDE NEW ROOFING SHINGLES TO MATCH
EXISTING TO RIDGE LINE AND HIPS. PROVIDE NEW RIDGE CAP
SHINGLES TO EXTENT OF AFFECTED AREA - AS INDICATED ON
DRAWINGS. NEW ROOF AREA TO BE FLUSH WITH AND MATCH
COURSING OF ADJACENT EXISTING SHINGLE ROOFING.
TYPICAL FOR BOTH CHIMNEYS.
4. REPLACE STEEL WIND UPLIFT (HOLD DOWN) STRAPS
BETWEEN COLUMN BASE AND STRUCTURAL SLAB WHERE
INDICATED ON THE DRAWINGS. CONFIRM EXISTING
CONDITION TO ENSURE SOLID ANCHORING ON NEW STRAPS.
ATTACH NEW STRAPS WITH THRU-BOLT CONNECTION AT
COLUMN AND EXPANSION BOLT AT BASE WITH 1/2" DIA.
STAINLESS STEEL ANCHORS.
5. RE-POINT CRACKED OR ERODED BRICK MASONRY MORTAR
JOINTS AT EXISTING MASONRY WALL AND FIREBOX
ASSEMBLIES - AS INDICATED ON THE DRAWINGS.
6. INFILL EXISTING FIREBOX OPENING AND FLUE WITH NEW
BRICK TO MATCH EXISTING SIZE, COLOR AND TEXTURE.
7. INFILL EXISTING WALL NICHE OPENING WITH NEW BRICK TO
MATCH EXISTING SIZE, COLOR AND TEXTURE.
8. RECONSTRUCT BRICK MASONRY AT AREAS OF
DISPLACEMENT AS INDICATED ON THE DRAWINGS, WITH NEW
BRICK TO MATCH ADJACENT BRICK SIZE, COLOR, AND
TEXTURE.
9. PROVIDE AND INSTALL NEW LIMESTONE SILL AT FIREBOX
OPENING.
SITE PLAN
A100
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
N
A100
SHELTER #5 SITE CONTEXT PLAN
SCALE: 1/16" = 1'-0" 0'1' 3' 6' 12' 24' 48'
ROOF PLAN &
ELEVATION
A201
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
A302
N1 A201
SHELTER #5 ROOF PLAN
SCALE: 1/4" = 1'-0"
A301
0' 1' 3' 6' 12'
SPECIFIC RESTORATION KEY NOTES #
EXTENT OF WORK AREA AT ROOF LEVEL.
1. RE-POINT BRICK WHERE STRUCTURAL ARCHES AND
MASONRY EXHIBIT OPEN MORTAR JOINTS - AS INDICATED ON
DRAWINGS.
2. REMOVE ALL CHIMNEY CAPS, FLUE LINER AND BRICK TO
BELOW ROOF LEVEL. TYPICAL FOR BOTH CHIMNEYS.
3. PROVIDE NEW 2X6 WOOD FRAMING,NEW ROOF SHEATHING,
FELT UNDERLAYMENT, AND NEW ASPHALT SHINGLE
ROOFING. PROVIDE NEW ROOFING SHINGLES TO MATCH
EXISTING TO RIDGE LINE AND HIPS. PROVIDE NEW RIDGE CAP
SHINGLES TO EXTENT OF AFFECTED AREA - AS INDICATED ON
DRAWINGS. NEW ROOF AREA TO BE FLUSH WITH AND MATCH
COURSING OF ADJACENT EXISTING SHINGLE ROOFING.
TYPICAL FOR BOTH CHIMNEYS.
4. REPLACE STEEL WIND UPLIFT (HOLD DOWN) STRAPS
BETWEEN COLUMN BASE AND STRUCTURAL SLAB WHERE
INDICATED ON THE DRAWINGS. CONFIRM EXISTING
CONDITION TO ENSURE SOLID ANCHORING ON NEW STRAPS.
ATTACH NEW STRAPS WITH THRU-BOLT CONNECTION AT
COLUMN AND EXPANSION BOLT AT BASE WITH 1/2" DIA.
STAINLESS STEEL ANCHORS.
5. RE-POINT CRACKED OR ERODED BRICK MASONRY MORTAR
JOINTS AT EXISTING MASONRY WALL AND FIREBOX
ASSEMBLIES - AS INDICATED ON THE DRAWINGS.
6. INFILL EXISTING FIREBOX OPENING AND FLUE WITH NEW
BRICK TO MATCH EXISTING SIZE, COLOR AND TEXTURE.
7. INFILL EXISTING WALL NICHE OPENING WITH NEW BRICK TO
MATCH EXISTING SIZE, COLOR AND TEXTURE.
8. RECONSTRUCT BRICK MASONRY AT AREAS OF
DISPLACEMENT AS INDICATED ON THE DRAWINGS, WITH NEW
BRICK TO MATCH ADJACENT BRICK SIZE, COLOR, AND
TEXTURE.
57'-0"±3'-0"±8'-6"± 3'-0"± 8'-6"±
FLOOR PLAN
A202
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
N1 A202
SHELTER #5 PLAN
SCALE: 1/4" = 1'-0"
A202
A301
A302
0' 1' 3' 6' 12'
A202
SHELTER #5 ROOF STRUCTURE & EAST ELEVATION MASONRY RETURNS (WEST SIM.)
SCALE: 1/4" = 1'-0"
A302
A301
0' 1' 3' 6' 12'
SPECIFIC RESTORATION KEY NOTES #
EXTENT OF MASONRY REPAIRS AND/OR
RECONSTRUCTION AT SHELTER #5.
EXTENT OF MASONRY DEMOLITION AND
NEW ROOFING AT ROOF LEVEL
EXTENT OF EXISTING MASONRY RETURN
REPAIRS AT GRADE LEVEL.
A301
A302
A202
A202
A202
WEST ELEVATION -
MASONRY RETURNS
SCALE: 1/4" = 1'-0"
4 4 4 4 4 4
4 4 4 4 4
SOUTH NORTH
A202
PEDESTRIAN PASSTHROUGH
WEST LOOKING RETURNS
SCALE: 1/4" = 1'-0"
SOUTH NORTH
A202
PEDESTRIAN PASSTHROUGH
EAST LOOKING RETURNS
SCALE: 1/4" = 1'-0"
SOUTH NORTH
A202
A202
A202
A202
3'-0"±
3' -0
5 5
3'-0"±
3' -0
3'-0"±
3' -0
3'-0"±
3' -0
1. RE-POINT BRICK WHERE STRUCTURAL ARCHES AND
MASONRY EXHIBIT OPEN MORTAR JOINTS - AS INDICATED ON
DRAWINGS.
2. REMOVE ALL CHIMNEY CAPS, FLUE LINER AND BRICK TO
BELOW ROOF LEVEL. TYPICAL FOR BOTH CHIMNEYS.
3. PROVIDE NEW 2X6 WOOD FRAMING,NEW ROOF SHEATHING,
FELT UNDERLAYMENT, AND NEW ASPHALT SHINGLE
ROOFING. PROVIDE NEW ROOFING SHINGLES TO MATCH
EXISTING TO RIDGE LINE AND HIPS. PROVIDE NEW RIDGE CAP
SHINGLES TO EXTENT OF AFFECTED AREA - AS INDICATED ON
DRAWINGS. NEW ROOF AREA TO BE FLUSH WITH AND MATCH
COURSING OF ADJACENT EXISTING SHINGLE ROOFING.
TYPICAL FOR BOTH CHIMNEYS.
4. REPLACE STEEL WIND UPLIFT (HOLD DOWN) STRAPS
BETWEEN COLUMN BASE AND STRUCTURAL SLAB WHERE
INDICATED ON THE DRAWINGS. CONFIRM EXISTING
CONDITION TO ENSURE SOLID ANCHORING ON NEW STRAPS.
ATTACH NEW STRAPS WITH THRU-BOLT CONNECTION AT
COLUMN AND EXPANSION BOLT AT BASE WITH 1/2" DIA.
STAINLESS STEEL ANCHORS.
5. RE-POINT CRACKED OR ERODED BRICK MASONRY MORTAR
JOINTS AT EXISTING MASONRY WALL AND FIREBOX
ASSEMBLIES - AS INDICATED ON THE DRAWINGS.
6. INFILL EXISTING FIREBOX OPENING AND FLUE WITH NEW
BRICK TO MATCH EXISTING SIZE, COLOR AND TEXTURE.
7. INFILL EXISTING WALL NICHE OPENING WITH NEW BRICK TO
MATCH EXISTING SIZE, COLOR AND TEXTURE.
8. RECONSTRUCT BRICK MASONRY AT AREAS OF
DISPLACEMENT AS INDICATED ON THE DRAWINGS, WITH NEW
BRICK TO MATCH ADJACENT BRICK SIZE, COLOR, AND
TEXTURE.
2' -1
0"
11'-3"±
4'-0"±
6'-9"±
1' -7
SOUTH ELEVATIONS
A301
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
A301
SOUTH ELEVATION
SCALE: 1/2" = 1'-0"
2 TYP.
A303
1 TYP.
A303
6 7 67 7 6 76
0' 2' 4' 8'6" 1'
SPECIFIC RESTORATION KEY NOTES #
A301
SOUTH ELEVATION
INTERIOR VIEW LOOKING SOUTH
SCALE: 1/2" = 1'-0"
0' 2' 4' 8'6" 1'
1. RE-POINT BRICK WHERE STRUCTURAL ARCHES AND
MASONRY EXHIBIT OPEN MORTAR JOINTS - AS INDICATED ON
DRAWINGS.
2. REMOVE ALL CHIMNEY CAPS, FLUE LINER AND BRICK TO
BELOW ROOF LEVEL. TYPICAL FOR BOTH CHIMNEYS.
3. PROVIDE NEW 2X6 WOOD FRAMING,NEW ROOF SHEATHING,
FELT UNDERLAYMENT, AND NEW ASPHALT SHINGLE
ROOFING. PROVIDE NEW ROOFING SHINGLES TO MATCH
EXISTING TO RIDGE LINE AND HIPS. PROVIDE NEW RIDGE CAP
SHINGLES TO EXTENT OF AFFECTED AREA - AS INDICATED ON
DRAWINGS. NEW ROOF AREA TO BE FLUSH WITH AND MATCH
COURSING OF ADJACENT EXISTING SHINGLE ROOFING.
TYPICAL FOR BOTH CHIMNEYS.
4. REPLACE STEEL WIND UPLIFT (HOLD DOWN) STRAPS
BETWEEN COLUMN BASE AND STRUCTURAL SLAB WHERE
INDICATED ON THE DRAWINGS. CONFIRM EXISTING
CONDITION TO ENSURE SOLID ANCHORING ON NEW STRAPS.
ATTACH NEW STRAPS WITH THRU-BOLT CONNECTION AT
COLUMN AND EXPANSION BOLT AT BASE WITH 1/2" DIA.
STAINLESS STEEL ANCHORS.
5. RE-POINT CRACKED OR ERODED BRICK MASONRY MORTAR
JOINTS AT EXISTING MASONRY WALL AND FIREBOX
ASSEMBLIES - AS INDICATED ON THE DRAWINGS.
6. INFILL EXISTING FIREBOX OPENING AND FLUE WITH NEW
BRICK TO MATCH EXISTING SIZE, COLOR AND TEXTURE.
7. INFILL EXISTING WALL NICHE OPENING WITH NEW BRICK TO
MATCH EXISTING SIZE, COLOR AND TEXTURE.
8. RECONSTRUCT BRICK MASONRY AT AREAS OF
DISPLACEMENT AS INDICATED ON THE DRAWINGS, WITH NEW
BRICK TO MATCH ADJACENT BRICK SIZE, COLOR, AND
TEXTURE.
9. PROVIDE AND INSTALL NEW LIMESTONE SILL AT FIREBOX
OPENING.
SOUTH ELEVATION
PHOTOGRAPHS
A301.1
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
SPECIFIC RESTORATION KEY NOTES #
A301.1
SHELTER #5 EXISTING SOUTH ELEVATION
(VIEW FROM THE EXTERIOR SOUTH WEST CORNER)
SCALE: NONE
A301.1
EXISTING STEP CRACKING & DISPLACEMENT
(LOOKING AT THE EXTERIOR FROM THE SE TOWARDS THE NW)
SCALE: NONE
A301.1
EXISTING SOUTH PEDESTRIAN ARCHED PASS-THROUGH
(LOOKING FROM EXTERIOR TO INTERIOR OF SHELTER)
SCALE: NONE
1. RE-POINT BRICK WHERE STRUCTURAL ARCHES AND
MASONRY EXHIBIT OPEN MORTAR JOINTS - AS INDICATED ON
DRAWINGS.
2. REMOVE ALL CHIMNEY CAPS, FLUE LINER AND BRICK TO
BELOW ROOF LEVEL. TYPICAL FOR BOTH CHIMNEYS.
3. PROVIDE NEW 2X6 WOOD FRAMING,NEW ROOF SHEATHING,
FELT UNDERLAYMENT, AND NEW ASPHALT SHINGLE
ROOFING. PROVIDE NEW ROOFING SHINGLES TO MATCH
EXISTING TO RIDGE LINE AND HIPS. PROVIDE NEW RIDGE CAP
SHINGLES TO EXTENT OF AFFECTED AREA - AS INDICATED ON
DRAWINGS. NEW ROOF AREA TO BE FLUSH WITH AND MATCH
COURSING OF ADJACENT EXISTING SHINGLE ROOFING.
TYPICAL FOR BOTH CHIMNEYS.
4. REPLACE STEEL WIND UPLIFT (HOLD DOWN) STRAPS
BETWEEN COLUMN BASE AND STRUCTURAL SLAB WHERE
INDICATED ON THE DRAWINGS. CONFIRM EXISTING
CONDITION TO ENSURE SOLID ANCHORING ON NEW STRAPS.
ATTACH NEW STRAPS WITH THRU-BOLT CONNECTION AT
COLUMN AND EXPANSION BOLT AT BASE WITH 1/2" DIA.
STAINLESS STEEL ANCHORS.
5. RE-POINT CRACKED OR ERODED BRICK MASONRY MORTAR
JOINTS AT EXISTING MASONRY WALL AND FIREBOX
ASSEMBLIES - AS INDICATED ON THE DRAWINGS.
6. INFILL EXISTING FIREBOX OPENING AND FLUE WITH NEW
BRICK TO MATCH EXISTING SIZE, COLOR AND TEXTURE.
7. INFILL EXISTING WALL NICHE OPENING WITH NEW BRICK TO
MATCH EXISTING SIZE, COLOR AND TEXTURE.
8. RECONSTRUCT BRICK MASONRY AT AREAS OF
DISPLACEMENT AS INDICATED ON THE DRAWINGS, WITH NEW
BRICK TO MATCH ADJACENT BRICK SIZE, COLOR, AND
TEXTURE.
7'-3"±
1' -3
7'-11"±
1' -7
NORTH ELEVATIONS
A302
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
A302
NORTH ELEVATION
SCALE: 1/2" = 1'-0"
2 TYP.
A303
1 TYP.
A303
6 7 67 7 6 76
0' 2' 4' 8'6" 1'
SPECIFIC RESTORATION KEY NOTES #
A302
NORTH ELEVATION
INTERIOR VIEW LOOKING NORTH
SCALE: 1/2" = 1'-0"
0' 2' 4' 8'6" 1'
1. RE-POINT BRICK WHERE STRUCTURAL ARCHES AND
MASONRY EXHIBIT OPEN MORTAR JOINTS - AS INDICATED ON
DRAWINGS.
2. REMOVE ALL CHIMNEY CAPS, FLUE LINER AND BRICK TO
BELOW ROOF LEVEL. TYPICAL FOR BOTH CHIMNEYS.
3. PROVIDE NEW 2X6 WOOD FRAMING,NEW ROOF SHEATHING,
FELT UNDERLAYMENT, AND NEW ASPHALT SHINGLE
ROOFING. PROVIDE NEW ROOFING SHINGLES TO MATCH
EXISTING TO RIDGE LINE AND HIPS. PROVIDE NEW RIDGE CAP
SHINGLES TO EXTENT OF AFFECTED AREA - AS INDICATED ON
DRAWINGS. NEW ROOF AREA TO BE FLUSH WITH AND MATCH
COURSING OF ADJACENT EXISTING SHINGLE ROOFING.
TYPICAL FOR BOTH CHIMNEYS.
4. REPLACE STEEL WIND UPLIFT (HOLD DOWN) STRAPS
BETWEEN COLUMN BASE AND STRUCTURAL SLAB WHERE
INDICATED ON THE DRAWINGS. CONFIRM EXISTING
CONDITION TO ENSURE SOLID ANCHORING ON NEW STRAPS.
ATTACH NEW STRAPS WITH THRU-BOLT CONNECTION AT
COLUMN AND EXPANSION BOLT AT BASE WITH 1/2" DIA.
STAINLESS STEEL ANCHORS.
5. RE-POINT CRACKED OR ERODED BRICK MASONRY MORTAR
JOINTS AT EXISTING MASONRY WALL AND FIREBOX
ASSEMBLIES - AS INDICATED ON THE DRAWINGS.
6. INFILL EXISTING FIREBOX OPENING AND FLUE WITH NEW
BRICK TO MATCH EXISTING SIZE, COLOR AND TEXTURE.
7. INFILL EXISTING WALL NICHE OPENING WITH NEW BRICK TO
MATCH EXISTING SIZE, COLOR AND TEXTURE.
8. RECONSTRUCT BRICK MASONRY AT AREAS OF
DISPLACEMENT AS INDICATED ON THE DRAWINGS, WITH NEW
BRICK TO MATCH ADJACENT BRICK SIZE, COLOR, AND
TEXTURE.
NORTH ELEVATION
PHOTOGRAPHS
A302.1
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
A302.1
SHELTER #5 EXISTING NORTH ELEVATION
(VIEW FROM EXTERIOR AT THE NORTH EAST CORNER)
SCALE: NONE
A302.1
EXISTING NORTH ARCHED PASS-THROUGH
(HEAD CONDITION AT INTERIOR)
SCALE: NONE
A302.1
EXISTING NORTH ARCHED PASS-THROUGH
(HEAD CONDITION AT EXTERIOR)
SCALE: NONE
SPECIFIC RESTORATION KEY NOTES #
1. RE-POINT BRICK WHERE STRUCTURAL ARCHES AND
MASONRY EXHIBIT OPEN MORTAR JOINTS - AS INDICATED ON
DRAWINGS.
2. REMOVE ALL CHIMNEY CAPS, FLUE LINER AND BRICK TO
BELOW ROOF LEVEL. TYPICAL FOR BOTH CHIMNEYS.
3. PROVIDE NEW 2X6 WOOD FRAMING,NEW ROOF SHEATHING,
FELT UNDERLAYMENT, AND NEW ASPHALT SHINGLE
ROOFING. PROVIDE NEW ROOFING SHINGLES TO MATCH
EXISTING TO RIDGE LINE AND HIPS. PROVIDE NEW RIDGE CAP
SHINGLES TO EXTENT OF AFFECTED AREA - AS INDICATED ON
DRAWINGS. NEW ROOF AREA TO BE FLUSH WITH AND MATCH
COURSING OF ADJACENT EXISTING SHINGLE ROOFING.
TYPICAL FOR BOTH CHIMNEYS.
4. REPLACE STEEL WIND UPLIFT (HOLD DOWN) STRAPS
BETWEEN COLUMN BASE AND STRUCTURAL SLAB WHERE
INDICATED ON THE DRAWINGS. CONFIRM EXISTING
CONDITION TO ENSURE SOLID ANCHORING ON NEW STRAPS.
ATTACH NEW STRAPS WITH THRU-BOLT CONNECTION AT
COLUMN AND EXPANSION BOLT AT BASE WITH 1/2" DIA.
STAINLESS STEEL ANCHORS.
5. RE-POINT CRACKED OR ERODED BRICK MASONRY MORTAR
JOINTS AT EXISTING MASONRY WALL AND FIREBOX
ASSEMBLIES - AS INDICATED ON THE DRAWINGS.
6. INFILL EXISTING FIREBOX OPENING AND FLUE WITH NEW
BRICK TO MATCH EXISTING SIZE, COLOR AND TEXTURE.
7. INFILL EXISTING WALL NICHE OPENING WITH NEW BRICK TO
MATCH EXISTING SIZE, COLOR AND TEXTURE.
8. RECONSTRUCT BRICK MASONRY AT AREAS OF
DISPLACEMENT AS INDICATED ON THE DRAWINGS, WITH NEW
BRICK TO MATCH ADJACENT BRICK SIZE, COLOR, AND
TEXTURE.
2"
1'-0"
2' -1
1"
1'-0"
2"
1/
4" 2'
-5
/4
1"
3'-0"± 8 1/2"± 8 1/2"±1'-7 1/2"±
1' -3
8"
5"
2' -4
4'-0"±
1' -1
/2
2' -3
9'-8 1/2"±
2'-6"± 3'-2"±
REPAIR DETAILS
A303
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
A303
INFIL SECTION @ NICHE
SCALE: 1 1/2" = 1'-0"
A303
INFIL SECTION @ FIREBOX
SCALE: 1 1/2" = 1'-0"
EXISTING MASONRY
GALVANIZED 2X2X1/4:" STEEL
ANGLE FRAME ON TWO SIDES AND
SUPPORT ANGLE BOLTED TO
EXISTING MASONRY WITH 1/2"DIA. X
4" STAINLESS STEEL ANCHORS.
2 1/4" THICK INDIANA LIMESTONE
INFILL SHELF
ONE WYTHE DEEP SALVAGED
BRICK INFILL
BLOCK FLUE WITH SALVAGED
BRICK
PROVIDE TWO (2) BRICK TIES
AT EACH VERT. SIDE OF
BRICK INFILL
ONE WYTHE DEEP SALVAGED
BRICK INFILL. RECESS INFILL 2"
FROM FACE OF EXISTING TO
PRESERVE THE OUTLINE OF
EXISTING OPENINGS AND
ALCOVES.
A303
SHELTER #3 2022 INILL REAPAIR
(DESIGN INTENT FOR SHELTER #5)
SCALE: N.T.S.0' 3" 6" 1' 2' 0' 3" 6" 1' 2'
A303
EXTERIOR ELEVATION REPAIR AT ARCHED PEDESTRIAN
PASS-THROUGH
SCALE: 1 1/2" = 1'-0" 0' 3" 6" 1' 2'
A303
REPAIR SECTION AT ARCHED PEDESTRIAN
PASS-THROUGH
SCALE: 1" = 1'-0" 0' 3" 6" 1' 2'
SPECIFIC RESTORATION KEY NOTES #
A303
PERIMETER 2"X WOOD NAILER.
1"X TONGUE AND GROOVE WOOD CEILING. REMOVE AS
REQUIRED TO REPAIR MASONRY SURFACES. REINSTALL
WOOD CEILING UPON COMPLETION OF MASONRY REPAIRS.
PERIMETER WOOD TRIM MOLDING. REMOVE AS REQUIRED
TO REPAIR MASONRY AS INDICATED ON DRAWINGS.
REINSTALL TRIM UPON COMPLETION OF MASONRY REPAIRS.
AREAS OF MASONRY DETERIORATION. RECONSTRUCT
AREAS OF DISPLACED AND/OR DETERIORATED BRICK
MASONRY. RE-POINT AREAS OF OPEN MORTAR JOINTS.
PERFORM REPAIRS AT AREAS INDICATED ON THE
DRAWINGS. NOTIFY A/E IF MASONRY DETERIORATION
CONTINUES ABOVE WOOD CEILING LEVEL.
MASONRY ARCH. PROVIDE SHORING AS NECESSARY TO
MAINTAIN STRUCTURAL INTEGRITY OF MASONRY
CONSTRUCTIONS. RECONSTRUCT AREAS OF DISPLACED
AND/OR DETERIORATED BRICK MASONRY. RE-POINT AREAS
OF OPEN MORTAR JOINTS.
EXISTING BRICK MASONRY WALL.
NEW INFILL MASONRY AT FIREBOX LOCATION.
EXISTING ARCHED MASONRY AT FIREBOX - TO REMAIN.
EXISTING SQUARE OPENING AT CENTER OF MASONRY
ARCH. INFILL OPENING IN CONJUNCTION WITH MASONRY
REPAIRS.
RECONSTRUCT AREAS OF DISPLACED AND/OR
DETERIORATED BRICK MASONRY AT ARCH. RE-POINT
AREAS OF OPEN MORTAR JOINTS. PERFORM MASONRY
REPAIRS AT LOCATIONS INDICATED ON DRAWINGS.
PROVIDE SHORING AS NECESSARY TO MAINTAIN
STRUCTURAL INTEGRITY OF MASONRY CONSTRUCTIONS.
EXISTING FIREBOX FLUE (BEYOND).
CONCRETE LINED FLUE (BEYOND) TO REMAIN.
EXISTING VOID AT MAIN CHIMNEY.
EXISTING HEADER COURSE.
EXISTING SOLIDER COURSES.
1. RE-POINT BRICK WHERE STRUCTURAL ARCHES AND
MASONRY EXHIBIT OPEN MORTAR JOINTS - AS INDICATED ON
DRAWINGS.
2. REMOVE ALL CHIMNEY CAPS, FLUE LINER AND BRICK TO
BELOW ROOF LEVEL. TYPICAL FOR BOTH CHIMNEYS.
3. PROVIDE NEW 2X6 WOOD FRAMING,NEW ROOF SHEATHING,
FELT UNDERLAYMENT, AND NEW ASPHALT SHINGLE
ROOFING. PROVIDE NEW ROOFING SHINGLES TO MATCH
EXISTING TO RIDGE LINE AND HIPS. PROVIDE NEW RIDGE CAP
SHINGLES TO EXTENT OF AFFECTED AREA - AS INDICATED ON
DRAWINGS. NEW ROOF AREA TO BE FLUSH WITH AND MATCH
COURSING OF ADJACENT EXISTING SHINGLE ROOFING.
TYPICAL FOR BOTH CHIMNEYS.
4. REPLACE STEEL WIND UPLIFT (HOLD DOWN) STRAPS
BETWEEN COLUMN BASE AND STRUCTURAL SLAB WHERE
INDICATED ON THE DRAWINGS. CONFIRM EXISTING
CONDITION TO ENSURE SOLID ANCHORING ON NEW STRAPS.
ATTACH NEW STRAPS WITH THRU-BOLT CONNECTION AT
COLUMN AND EXPANSION BOLT AT BASE WITH 1/2" DIA.
STAINLESS STEEL ANCHORS.
5. RE-POINT CRACKED OR ERODED BRICK MASONRY MORTAR
JOINTS AT EXISTING MASONRY WALL AND FIREBOX
ASSEMBLIES - AS INDICATED ON THE DRAWINGS.
6. INFILL EXISTING FIREBOX OPENING AND FLUE WITH NEW
BRICK TO MATCH EXISTING SIZE, COLOR AND TEXTURE.
7. INFILL EXISTING WALL NICHE OPENING WITH NEW BRICK TO
MATCH EXISTING SIZE, COLOR AND TEXTURE.
8. RECONSTRUCT BRICK MASONRY AT AREAS OF
DISPLACEMENT AS INDICATED ON THE DRAWINGS, WITH NEW
BRICK TO MATCH ADJACENT BRICK SIZE, COLOR, AND
TEXTURE.
GUIDELINE
SPECIFICATION
A801
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
GUIDELINE
SPECIFICATION
A802
InSite Consulting Architects 744 Williamson Street / STE 101 Madison, Wisconsin 53703 1-800-453-8086 info@icsarc.com
IN
SI
TE
C
O N
SU
LT
IN
G
A R
C H
IT
EC
TS
NOTE: ALL DIMENSIONS GIVEN
SHALL BE CONSIDERED TO BE
"V.I.F." OR VERIFY-IN-FIELD
06/28/2023
100% CD SET
ICA NO. KC 23-001
SH
EL
TE
R
IM
M
ED
IA
TE
R
EP
AI
R S
PE
TR
IF
YI
N G
S
PR
IN
G
S
KE
N O
SH
A
C O
U N
TY
P
AR
K
TH
S T, K
EN
O
SH
A, W
I 5
| Sheets and Views |
| A-Series_Shelter-55555_PetSpr_KC_-A001-TITLE SHEET |
| A-Series_Shelter-55555_PetSpr_KC_-A100-Site Plan (#5) |
| A-Series_Shelter-55555_PetSpr_KC_-A201 ROOF PLAN AND ELEVATION |
| A-Series_Shelter-55555_PetSpr_KC_-A202 Plan |
| A-Series_Shelter-55555_PetSpr_KC_-A301 SOUTH Elev |
| A-Series_Shelter-55555_PetSpr_KC_-A301.1 |
| A-Series_Shelter-55555_PetSpr_KC_-A302 NORTH Elev |
| A-Series_Shelter-55555_PetSpr_KC_-A302.1 NORTH Elev |
| A-Series_Shelter-55555_PetSpr_KC_-A303 REPAIR DETAILS |
| A-Series_Shelter-55555_PetSpr_KC_-A801 - GUIDELINE SPECS |
| A-Series_Shelter-55555_PetSpr_KC_-A802 - GUIDELINE SPECS |
File details come from the government source that posted it. Updated .