KCAB - LIMESTION FACADE REPAIRS - BID DOCUMENTS - 03.25.2024.pdf

1010 56th Street Kenosha, WI 53140

A0.1

COVER SHEET, INDEX,

GENERAL NOTES

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NORTH

A0.1 COVER SHEET, INDEX AND GENERAL NOTES

A1.1 SITE PLAN / STAGING PLAN

A2.1 OVERALL EXTERIOR ELEVATIONS

A3.1 EAST ELEVATION

A3.2 SOUTH ELEVATION

A4.1 WALL SECTION & DETAILS

A4.2 WALL SECTION & DETAILS

A4.3 REPAIR DETAILS

A4.4 REPAIR DETAILS

A8.1 GUIDELINE SPECIFICATION

A8.2 GUIDELINE SPECIFICATION

GENERAL

DRAWING INDEX

LIMESTONE FACADE REPAIRS

KENOSHA COUNTY ADMINISTRATION BUILDING

STATE LOCATION MAP

2. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STATE OF WISCONSIN

BUILDING CODE LATEST ADDITION. ALL PERMITS ARE BY THE CONTRACTOR.

3. CONTRACTOR IS 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.

7. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SHEATHING, REQUIRED FOR THE

SAFETY AND PROPER EXECUTION OF THE WORK. MAINTAIN EGRESS AT SOUTH ENTRANCE.

COORDINATE ALL TEMPORARY CLOSURES OF CODE - REQUIRED EGRESS WITH OWNER,

ARCHITECT AND FIRE DEPARTMENT IF NECESSARY AND BUILDING ACCESS THROUGHOUT THE

COURSE OF ENTIRE CONSTRUCTION SCHEDULE.

PROJECT GENERAL NOTES

1 Cleaning and Water-Repellent Treatments for Historic Masonry Buildings 2 Repointing Mortar Joints in Historic Masonry Buildings

1. HISTORIC GUIDELINE COMPLIANCE: PROJECT SHALL MEET REQUIREMENTS FOR SECRETARY OF THE

INTERIORS STANDARDS FOR THE RESTORATION AND PRESERVATION OF HISTORIC STRUCTURES.

THE FOLLOWING PRESERVATION BRIEFS APPLY;

TITLE SHEET

8. EXECUTION OF THE WORK WILL INVOLVE CONSIDERATION FOR ALLOWING THE OWNER TO

CONTINUE THE OPERATION OF THE BUILDING AND THE BUSINESS IN THE FACILITY AND ADJACENT FACILITIES. PRIOR TO THE AWARD OF THE CONTRACT, THE 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.

9. THE CONTRACTOR SHALL REVIEW ALL EXISTING CONDITIONS TO DETERMINE ALL SERVICES

(ELECTRICAL, MECHANICAL AND PLUMBING) 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 APPOVAL PRIOR

TO BEGINNING WORK.

10. 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.

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 UTILITIES HAVE RESPONDED.

12. PROTECT TREES, SHRUBS, LAWNS, AND OTHER FEATURES WITHIN PROJECT LIMITS. RESTORE

DAMAGED FEATURES TO ORIGINAL CONDITION.

InSite Consulting Architects 744 Williamson St. / STE 101 Madison, Wisconsin 53703 800-453-8086 info@icsarc.com

Kenosha County Administration Building 1010 56th Street Kenosha, WI 53140

BID DOCUMENTS

ICA NO. KCAB 23-003

03/22/24

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KENOSHA COUTNY NO. 2411

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PROJECT

LOCATION

NORTH

PROJECT LOCATION MAP

KENOSHA

COUNTY

AutoCAD SHX Text No.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date:

AutoCAD SHX Text Description:

KENOSHA

COUNTY

COURTHOUSE

KENOSHA COUNTY

ADMINISTRATION

BUILDING

56TH STREET

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A1.1

SITE STAGING PLAN

SCALE: 3/32" = 1'-0"

GENERAL NOTES:

1. THE FINAL STAGING PLAN WILL BE

DEVELOPED THROUGH A COLLABORATIVE

PROCESS WITH THE GENERAL

CONTRACTOR THAT IS AWARDED THE

PROJECT, AND THE ARCHITECT.

2. STAGING AND WORK ZONE ACCESS WILL

BE COORDINATED WITH PARKING.

3. STAGING AND WORK ZONE ACCESS WILL

BE COORDINATED WITH OCCUPANCY

SCHEDULES.

4. THE FINAL STAGING PLAN WILL BE

APPROVED BY, AND COORDINATED WITH,

THE OWNER.

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STAGING AREA

PRIMARY BUILDING ENTRANCE. MUST REMAIN

OPEN AT ALL TIMES. DO NOT OBSTRUCT

WITHOUT FULL COORDINATION WITH AND

APPROVAL BY ARCHITECT AND OWNER

56TH STREET

PROPOSED SITE BOUNDARY.

CONTRACTOR SHALL DEVELOP

A COMPETE SITE LOGISTICS

PLAN SHOWING TEMP.

CONSTRUCTION FENCE.

PROPOSED SITE BOUNDARY.

CONTRACTOR SHALL DEVELOP

A COMPETE SITE LOGISTICS

PLAN SHOWING TEMP.

CONSTRUCTION FENCE - AS

REQUIRED TO COMPLETE THE

WORK..

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EGRESS

EGRESS

EGRESS

EGRESS

PROVIDE ALL PROTECTIONS

REQUIRED SO THAT THIS ENTRY

CAN REMAIN OPEN AT ALL TIMES

A1.1

InSite Consulting Architects 744 Williamson St. / STE 101 Madison, Wisconsin 53703 800-453-8086 info@icsarc.com

Kenosha County Administration Building 1010 56th Street Kenosha, WI 53140

BID DOCUMENTS

ICA NO. KCAB 23-003

03/25/24

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KENOSHA COUTNY NO. 2411

SITE PLAN

AutoCAD SHX Text No.

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AutoCAD SHX Text Date:

EXTERIOR ELEVATIONS

A2.1

OVERALL ELEVATIONS

InSite Consulting Architects 744 Williamson St. / STE 101 Madison, Wisconsin 53703 800-453-8086 info@icsarc.com

Kenosha County Administration Building 1010 56th Street Kenosha, WI 53140

BID DOCUMENTS

ICA NO. KCAB 23-003

03/25/24

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KENOSHA COUTNY NO. 2411

A2.1

EAST ELEVATION

SCALE: 1/8" = 1'-0" 0' 4' 8' 16' 32'

A2.1

SOUTH ELEVATION

SCALE: 1/8" = 1'-0" 0' 4' 8' 16' 32'

A2.1

WEST ELEVATION

SCALE: 1/8" = 1'-0" 0' 4' 8' 16' 32'

A2.1

NORTH ELEVATION

SCALE: 1/8" = 1'-0" 0' 4' 8' 16' 32'

AutoCAD SHX Text

AutoCAD SHX Text A.D.

AutoCAD SHX Text No.

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AutoCAD SHX Text Date:

A4.2

A4.2

A4.1

LEGEND:

REHAB CODE A: REMOVE AND REPLACE EXISTING LIMESTONE WITH

NEW, MATCHING EXISTING IN ALL WAYS

REHAB CODE B: PERFORM DUTCHMAN REPAIR AT EXISTING STONE.

CUT, REMOVE AND REPLACE LIMESTONE WITH NEW,

MATCHING EXISTING IN ALL WAYS

REHAB CODE C: REPAIR HOLE WITH MORTAR OR PERFORM

DUTCHMAN REPAIR AT EXISTING STONE. CUT,

REMOVE AND REPLACE HOLE IN LIMESTONE WITH

NEW, MATCHING EXISTING IN ALL WAYS

0' 2' 4' 8'

EAST ELEVATION

A3.1

OVERALL ELEVATIONS

InSite Consulting Architects 744 Williamson St. / STE 101 Madison, Wisconsin 53703 800-453-8086 info@icsarc.com

Kenosha County Administration Building 1010 56th Street Kenosha, WI 53140

BID DOCUMENTS

ICA NO. KCAB 23-003

03/25/24

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KENOSHA COUTNY NO. 2411

A3.1

EAST ELEVATION

SCALE: 1/4" = 1'-0" 16'

AutoCAD SHX Text

AutoCAD SHX Text A.D.

AutoCAD SHX Text No.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date:

A4.1

A4.2

A4.2

LEGEND:

REHAB CODE A: REMOVE AND REPLACE EXISTING LIMESTONE WITH

NEW, MATCHING EXISTING IN ALL WAYS

REHAB CODE B: PERFORM DUTCHMAN REPAIR AT EXISTING STONE.

CUT, REMOVE AND REPLACE LIMESTONE WITH NEW,

MATCHING EXISTING IN ALL WAYS

REHAB CODE C: REPAIR HOLE WITH MORTAR OR PERFORM

DUTCHMAN REPAIR AT EXISTING STONE. CUT,

REMOVE AND REPLACE HOLE IN LIMESTONE WITH

NEW, MATCHING EXISTING IN ALL WAYS

0' 2' 4' 8'

SOUTH ELEVATION

A3.2

OVERALL ELEVATIONS

InSite Consulting Architects 744 Williamson St. / STE 101 Madison, Wisconsin 53703 800-453-8086 info@icsarc.com

Kenosha County Administration Building 1010 56th Street Kenosha, WI 53140

BID DOCUMENTS

ICA NO. KCAB 23-003

03/25/24

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KENOSHA COUTNY NO. 2411

A3.2

SOUTH ELEVATION

SCALE: 1/4" = 1'-0" 16'

AutoCAD SHX Text No.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date:

A4.1

OVERALL WALL SECTION

SCALE: 1/2" = 1'-0"

A4.1

A4.2

A4.1

A4.2

SIM.

SIM.

WALL SECTIONS &

DETAILS

A4.1

A4.1

PARAPET REPAIR DETAIL

SCALE: 3" = 1'-0"

A4.1

TYPICAL REPAIR DETAIL

SCALE: 3" = 1'-0"

A4.1

TYPICAL REPAIR DETAIL

SCALE: 3" = 1'-0"

LIMESTONE WATER TABLE

NEW STAINLESS STEEL PIN

BEYOND - SEE DETAIL 2/A4.3

(COORDINATE AND STAGGER

LOCATIONS WITH STAINLESS

STEEL STRAP ANCHORS)

EXISTING ROOFING

SYSTEM.

NOTE: REMOVE ALL

DETERIORATED EXISTING

MASONRY AT PARAPET, AS

REQUIRED, TO STABILIZE

PARAPET BACK - UP. DO NOT

UNDERMINE ROOF STRUCTURAL

INTEGRITY WITHOUT PROVIDING

PROPER SHORING.

A4.2

NEW STAINLESS STEEL PIN

BEYOND - SEE SHEET A4.3.

(COORDINATE AND STAGGER

LOCATIONS WITH STAINLESS

STEEL STRAP ANCHORS)

NEW MORTAR JOINT TYP

PER 4/ A4.3

EXISTING WINDOW

NEW BACKER ROD AND

SEALANT - SEE DETAIL A4.4

NEW STAINLESS STEEL CLIP

ANGLE SEE SHEET A4.3

NEW STAINLESS STEEL PIN

BEYOND - SEE SHEET A4.3.

(COORDINATE AND STAGGER

LOCATIONS WITH STAINLESS

STEEL STRAP ANCHORS)

NEW STAINLESS STEEL

CLIP ANGLE SEE SHEET

A4.3

NEW STAINLESS STEEL PIN

BEYOND - SEE SHEET A4.3.

(COORDINATE AND STAGGER

LOCATIONS WITH STAINLESS

STEEL STRAP ANCHORS)

NEW STAINLESS STEEL CLIP

ANGLE SEE SHEET A4.3

NEW STAINLESS STEEL PIN

BEYOND - SEE SHEET A4.3.

(COORDINATE AND STAGGER

LOCATIONS WITH STAINLESS

STEEL STRAP ANCHORS)

EXISTING WINDOW

NEW BACKER ROD AND

SEALANT - SEE DETAIL A4.4

EXISTING WINDOW

NEW BACKER ROD AND

SEALANT - SEE DETAIL A4.4

NEW MORTAR JOINT TYP PER

4/ A4.3

STAINLESS STEEL PIN

BEYOND - SEE SHEET A4.3.

(COORDINATE AND STAGGER

LOCATIONS WITH STAINLESS

STEEL STRAP ANCHORS)

NEW STAINLESS STEEL CLIP

ANGLE SEE SHEET A4.3

NEW MORTAR JOINT TYP PER

4/ A4.3

STAINLESS STEEL PIN

BEYOND - SEE SHEET A4.3.

(COORDINATE AND STAGGER

LOCATIONS WITH STAINLESS

STEEL STRAP ANCHORS)

NEW STAINLESS STEEL CLIP

ANGLE SEE SHEET A4.3

SECTION DETAILS

EXISTING STRUCTURAL CLAY

TILE & COMMON BRICK MATRIX

EXISTING STRUCTURAL CLAY

TILE & COMMON BRICK MATRIX

InSite Consulting Architects 744 Williamson St. / STE 101 Madison, Wisconsin 53703 800-453-8086 info@icsarc.com

Kenosha County Administration Building 1010 56th Street Kenosha, WI 53140

BID DOCUMENTS

ICA NO. KCAB 23-003

03/25/24

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KENOSHA COUTNY NO. 2411

AutoCAD SHX Text No.

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A4.2

OVERALL WALL SECTION

SCALE: 1/2" = 1'-0"

A4.1

A4.2

A4.2

A4.2

WALL SECTIONS &

DETAILS

A4.2

A4.2

TYPICAL REPAIR DETAIL

SCALE: 3" = 1'-0"

A4.2

BASE PANEL REPAIR DETAIL

SCALE: 3" = 1'-0"

A4.2

SPANDREL REPAIR DETAIL

SCALE: 3" = 1'-0"

STONE WATER TABLE

EXISTING WINDOW

DRIP

EXISTING METAL

SPANDREL PANEL.

EXISTING COMMON BRICK USED

AS FOUNDATION WALL FILL.

REPLACE OUTER-WYTHE OF

EXISTING COMMON BRICK TO

DEPTH OF -24", WHERE LOCATED.

EXISTING METAL

SPANDREL PANEL.

+/-3" EX.

1 3/4"

GRANITE PANEL

STAINLESS STEEL CLIP

ANGLE, V.I.F. LENGTH TO

EXISTING SUBSTRATE

SEALANT & BACKER ROD

EXISTING TO REMAIN WINDOW

EXISTING TERRACOTTA PANEL

EXISTING BLOCKING

BLOCKING

RIGID INSULATION FILL,

EXTRUDED POLYSTYRENE

TERMINATION BAR & SEALANT

FLASHING WITH END DAMNS,

TURN DOWN OVER EXISTING

WALL

COMPRESSIBLE FILL

CONCRETE SIDEWALK

MORTAR JOINT TYP PER 4/ A4.3

NEW STAINLESS STEEL PIN

BEYOND - SEE SHEET A4.3.

(COORDINATE AND STAGGER

LOCATIONS WITH STAINLESS

STEEL STRAP ANCHORS)

STAINLESS STEEL CLIP ANGLE

SEE SHEET A4.3

NEW MORTAR JOINT TYP PER

4/ A4.3

NEW STAINLESS STEEL PIN

BEYOND - SEE SHEET A4.3.

(COORDINATE AND STAGGER

LOCATIONS WITH STAINLESS

STEEL STRAP ANCHORS)

NEW STAINLESS STEEL CLIP

ANGLE SEE SHEET A4.3

EXISTING WINDOW

1ST FLOOR STOREFRONT

BACKER ROD AND SEALANT -

SEE DETAIL A4.4

EXISTING WINDOW

BACKER ROD AND SEALANT -

SEE DETAIL A4.4

BACKER ROD AND SEALANT -

SEE DETAIL A4.4

EXISTING STRUCTURAL CLAY

TILE & COMMON BRICK MATRIX

(M

ATCH

EXISTIN

G

V.I.F

SECTION DETAILS

1"

MASONRY BASE

1-

1/2

AIR SPACE

EXISTING STRUCTURAL CLAY

TILE & COMMON BRICK MATRIX

STAINLESS STEEL DRIP EDGE

WITH DRIP EDGE, SET IN BED OF

SEALANT

4"

2-LAYER THROUGH-WALL

FLASHING MEMBRANE

TERMINATION BAR & SEALANT

TYPICAL OVER 1ST FLOOR

STOREFRONT WINDOW: EXISTING

MASONRY AND EXISTING LINTEL.

MASONRY IN-FILL. GROUTED

SOLID

InSite Consulting Architects 744 Williamson St. / STE 101 Madison, Wisconsin 53703 800-453-8086 info@icsarc.com

Kenosha County Administration Building 1010 56th Street Kenosha, WI 53140

BID DOCUMENTS

ICA NO. KCAB 23-003

03/25/24

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KENOSHA COUTNY NO. 2411

AutoCAD SHX Text No.

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AutoCAD SHX Text Date:

FILL NEW PIN RECIEVING

HOLES SOLID WITH NEW

SEALANT

NEW 3/8" DIA.x 4" LONG

STAINLESS STEEL PIN

TOP OF LIMESTONE OR NEW

CLAY MASONRY BELOW

BOTTOM OF

LIMESTONE ABOVE

MORTAR JOINT

(SIZE VARIES)

2" 4"

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CL

LAYERS (LIFTS) OF MORTAR

1/4" MAX EACH LIFT

VERIFY IN FIELD

GRIND EXISTING MORTAR TO

SOUND MATERIAL - 3 4" DEPTH

MINIMUM 2-1/2" TIMES THE

JOINT WIDTH MAXIMUM

EXISTING OR REPLACEMENT

MASONRY

NOTE: REPOINT USING CENTER-POINT METHOD. HOLD

BACK FACE OF MORTAR AT REPLACEMENT BRICK 3/4".

REPOINT REMAINDER OF MORTAR JOINT FOR

CONSISTENT APPEARANCE

A4.3

REPOINTING DETAIL

(CENTER-POINT METHOD)

SCALE: FULL SIZE

11 2"

3 4" 3 4"

5/16x5/8" SLOT

2" DIAMETER HOLES11 2"

8"

NOTE: CUT STRAP TO LENGTH DETERMINED

BY INSTALLATION LOCATION

1"1" 1" 1" 1" 3"

CL

CL

4" 3

4"

NEW 3/8" DIA. STAINLESS

STEEL PIN SEE DETAIL

2/A4.3

NEW MORTAR

NEW LIMESTONE AS

SCHEDULED

NEW STAINLESS STEEL

CLIP ANGLE. SEE DETAIL

3/A4.3

TYPICAL NEW MORTAR

JOINT. SEE DETAIL 4/A4.3

NEW LIMESTONE AS

SCHEDULED

NEW 3/8" DIA.

STAINLESS STEEL PIN.

SEE DETAIL 2/A4.3

NEW LIMESTONE AS

SCHEDULED

NEW MORTAR

NEW 3/8" DIA. STAINLESS

STEEL PIN. SEE DETAIL

2/A4.3 (1 PER EACH

STRAP ANCHOR)

NEW STAINLESS STEEL

CLIP ANGLE. (2 PER

LIMESTONE) SEE DETAIL

3/A4.3

NEW LIMESTONE AS

SCHEDULED

1/

TH

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ST

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NEW 1/2" DIAMETER

STAINLESS STEEL

EXPANSION ANCHOR

NEW 1/2" DIAMETER

STAINLESS STEEL

EXPANSION ANCHOR

2"

8"

3 4"

8"

3 4"

2"

1 2" M

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2'0" O.C.MAX 6" MIN FROM EDGE OF LIMESTONE

GRIND OPENING ON TOP OF

LIMESTONE TO RECIEVE NEW

STRAP ANCHOR. FILL OPENING

SOLID WITH MORTAR.

STAINLESS STEEL STRAP

ANCHOR - SEE DETAIL

6/A4.3

A4.3

STAINLESS STEEL CLIP ANGLE (12 GAUGE)

SCALE: FULL SIZE

A4.3

STONE CLADDING - ATTACH NEW TO EXISTING

SCALE: FULL SIZE

A4.3

TYP. STAINLESS STEEL PIN DETAIL

SCALE: FULL SIZE

A4.3

STAINLESS STEEL STRAP ANCHOR DETAIL

SCALE: FULL SIZE

A4.3

STAINLESS STEEL STRAP ANCHOR (12 GAUGE)

SCALE: FULL SIZE

EXISTING SEALANT

STRIKE MORTAR TO MATCH

EXISTING IN ALL WAYS

1) ANCHOR MAY BE INSTALLED IN EXISTING / NEW

MORTAR JOINT IF POSSIBLE.

2) OTHERWISE FILL THE CORE OF THE STRUCTURAL

CLAY TILE FULL WITH MORTAR (IF NOT ALREADY

PRESENT) TO PROVIDE ADEQUATE ANCHORAGE.

3) IF NEITHER ITEM 1 OR ITEM 2 (ABOVE) CAN BE

ACHIEVED - PROVIDE A CLIP/FASTENER ASSEMBLY

THAT ALLOWS FOR TWO ANCHORS INTO

STRUCTURAL CLAY TILE. SET NEW ANCHORS IN

EPOXY.

EXISTING STRUCTURAL

CLAY TILE & COMMON

BRICK MATRIX

EXISTING STRUCTURAL

CLAY TILE & COMMON

BRICK MATRIX

EXISTING STRUCTURAL

CLAY TILE & COMMON

BRICK MATRIX

REPAIR DETAILS

A4.3

GENERAL DETAILS

InSite Consulting Architects 744 Williamson St. / STE 101 Madison, Wisconsin 53703 800-453-8086 info@icsarc.com

Kenosha County Administration Building 1010 56th Street Kenosha, WI 53140

BID DOCUMENTS

ICA NO. KCAB 23-003

03/25/24

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KENOSHA COUTNY NO. 2411

AutoCAD SHX Text No.

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AutoCAD SHX Text Date:

PROVIDE SQUARE

CUT (TYPICAL)

NEW LIMESTONE

REPAIR MORTAR

INSTALL WITH STRICT

ACCORDANCE TO

MFR INSTALLATION

SPECIFICATIONS

NOTE:

DETERMINATION OF LIMESTONE

REPAIR AREAS SHALL BE BY THE

ARCHITECT AND/OR AS SHOWN

ON THE DRAWINGS

1/2" MIN

1/2" MIN

SEALANT NOTES:

SEALANT SHALL BE

INSTALLED WITH A BACKER

ROD: INSERT TOOL

CALIBRATED FOR DEPTH

INDICATED

- RATIO OF "A" TO "B" SHALL

BE 2 TO 1

- "A" SHALL BE 1" MAX

- "B" SHALL BE 1/4" MIN AND

1/2" MAX

- AT ALL JOINTS LESS THAN

1/4" REPLACE BACKER ROD

WITH BREAKER TAPE.

NEW

SEALANT

CLOSED-CELL

FOAM BACKER ROD

A

B

Stage 1 Stage 2

NEW COPING STONE AS SCHEDULED-

PRIME LIMESTONE SURFACES TO FULL

DEPTH OF SEALANT JOINT

NEW MORTAR

MAINTAIN AIR SPACE

BETWEEN SEALANT

STAGES

SET BACKER ROD AT

CONSISTENT DEPTH

FROM OUTER EDGES

OF NEW SEALANT JOINT

NEW SEALANT INSTALL

STRICT ACCORDANCE

WITH MANUFACTURERS

INSTRUCTIONS - APPLY

PER DETAIL 2/A4.4

A4.4

SEALANT DETAIL

SCALE: FULL SIZE

A4.4

TWO STAGE SEALANT DETAIL

SCALE: FULL SIZE

A4.4

PATCH MORTAR DETAIL

SCALE: FULL SIZE

REPAIR DETAILS

A4.4

GENERAL DETAILS

InSite Consulting Architects 744 Williamson St. / STE 101 Madison, Wisconsin 53703 800-453-8086 info@icsarc.com

Kenosha County Administration Building 1010 56th Street Kenosha, WI 53140

BID DOCUMENTS

ICA NO. KCAB 23-003

03/25/24

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KENOSHA COUTNY NO. 2411

AutoCAD SHX Text No.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date:

GUIDELINE SPECIFICATIONS

GENERAL REQUIREMENTS

PART 1 - GENERAL

1. WORK INCLUDED

1.1. THIS STATEMENT IS GIVEN ONLY FOR THE PURPOSE OF ACQUAINTING PROSPECTIVE BIDDERS WITH THE PROJECT AND IS NOT INTENDED TO GIVE BIDDERS A COMPLETE DESCRIPTION OF ALL THE WORK OR MATERIALS. IT IS INTENDED ONLY AS AN AID FOR UNDERSTANDING THE SCOPE OF THE PROJECT. ALL DIMENSIONS AND EXISTING

CONDITIONS ARE TO BE VERIFIED BY THE BIDDER.

1.1.1. PROVIDE PROPERLY DESIGNED PROTECTIVE CANOPIES, ENCLOSURES, RAILS, AND SIMILAR ITEMS AND DEVICES AS NECESSARY AND AS REQUIRED TO PROVIDE FOR NORMAL PUBLIC PASSAGE AND TO PREVENT BODILY INJURY TO OCCUPANTS OF THE BUILDING. THE BUILDING WILL BE OCCUPIED FOR THE DURATION OF THE PROJECT.

1.1.2. TO THE BEST OF OUR KNOWLEDGE, THE INFORMATION SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN

REPRESENTS THE GENERAL CURRENT CONDITIONS. THE ARCHITECT DOES NOT GUARANTY THE

COMPLETENESS OR ACCURACY OF THE EXISTING CONDITIONS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS RELATED TO THE NEW WORK. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR HIS REVIEW PRIOR TO PERFORMING THE WORK. ANY WORK PERFORMED PRIOR TO THE ARCHITECT'S REVIEW AND SUBSEQUENT RESOLUTION IS SUBJECT TO REMOVAL AND REPLACEMENT AT NO ADDITIONAL COST OR BURDEN

TO THE OWNER.

1.1.3. RESTORATION OF THE EXTERIOR FACADE AT ALL AREAS AS SHOWN ON THE DRAWINGS. WORK INCLUDES REMOVAL, PARTIAL SALVAGE, AND REPLACEMENT OF PORTIONS OF THE EXTERIOR LIMESTONE MASONRY WALL CONSTRUCTION AS DESCRIBED HEREIN. RESTORATION OF DAMAGED STRUCTURAL STEEL PERTAINING TO THE LIMESTONE RESTORATION. REPLACEMENT OF BRICK MASONRY BACK-UP TO THE EXTENT DESCRIBED HEREIN AND AS REQUIRED TO COMPLETE THE LIMESTONE AND STRUCTURAL STEEL RESTORATION. CLEANING OF EXTERIOR WALL SURFACES AFFECTED BY THE WORK. REPLACEMENT OF ALL BUILDING SEALANTS IN THE PROJECT AREA AS DESCRIBED HEREIN. IN ALL WORK IT IS THE INTENT OF THE ARCHITECT AND OWNER THAT MATERIALS BE USED THAT ADHERE STRICTLY TO THE REQUIREMENTS OF THE DRAWINGS AND GUIDELINE SPECIFICATIONS AS WELL AS ALL LOCAL, STATE AND FEDERAL CODES, STATUTES AND GUIDELINES REGARDING

THIS HISTORIC FACILITY.

1.1.4. ALL FACADE REHABILITATION WORK SHALL BE PERFORMED IN A HISTORICALLY ACCURATE MANNER.

1.1.5. PERFORM ALL WORK IN ACCORDANCE WITH ALL STATE AND LOCAL ORDINANCES.

1.1.6. FURNISH AND INSTALL ALL CONTINGENT WORK AS NECESSARY AND AS REQUIRED TO FULLY COMPLETE THE

PROJECT PER THE INTENT OF THIS GUIDELINE SPECIFICATION.

2. QUALITY ASSURANCE

2.1. ALL WORK DESCRIBED IN THESE GUIDELINE SPECIFICATIONS OR SHOWN ON THE DRAWINGS AND ALL WORK NECESSARY TO COMPLETE THE WORK AS DESCRIBED OR SHOWN IS TO BE EXECUTED IN A THOROUGHLY SUBSTANTIAL AND WORKMANLIKE MANNER. ALL WORK SHALL BE DONE BY PERSONS WHO ARE THOROUGHLY

EXPERIENCED IN THEIR PARTICULAR TRADE OR CRAFTS.

3. CONSTRUCTION PERIOD

3.1. NO INTERIOR WORK IS REQUIRED.

3.2. EXTERIOR WORK SHALL BE PERFORMED DURING THE DAY AND MUST BE COORDINATED WITH THE ARCHITECT AND

OWNER.

3.3. FOR MATERIALS THAT ARE DELIVERED TO THE PROJECT, THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER, AT LEAST 24 HOURS IN ADVANCE OF SUCH DELIVERY. ALL DELIVERIES SHALL TAKE PLACE DURING NORMAL

BUSINESS HOURS.

PART 2 - PRODUCTS

4. NOT USED.

PART 3 - EXECUTION

5. CLARIFICATION OF INFORMATION

5.1. SHOULD IT APPEAR THAT THE WORK INTENDED TO BE DESCRIBED, OR ANY OF THE MATTERS RELATIVE THERETO, ARE NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THE DRAWINGS, THE CONTRACTOR SHALL CONSULT THE ARCHITECT FOR SUCH FURTHER DRAWINGS OR EXPLANATIONS AS NECESSARY. THESE DRAWINGS AND EXPLANATIONS SHALL CONFORM TO THE SAME AS FAR AS THEY SHALL BE CONSISTENT WITH ORIGINAL DRAWINGS.

IN THE EVENT OF ANY QUESTIONS ARISING WITH RESPECT TO THE TRUE MEANING OF THE DRAWINGS AND GUIDELINE SPECIFICATIONS, REFERENCE SHALL BE MADE TO THE OWNER WHOSE DECISION SHALL BE FINAL AND

CONCLUSIVE. IN NO CASE SHALL ANY WORK PROCEED IN UNCERTAINTY.

5.2. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE A JOB COMPLETE IN EVERY RESPECT. CONTRACTOR SHALL BE RESPONSIBLE FOR THIS RESULT AND SHALL TURN OVER THE PROJECT IN COMPLETE OPERATING CONDITION

REGARDLESS OF WHETHER THE DRAWINGS COVER EVERY INDIVIDUAL ITEM IN MINUTE DETAIL.

5.3. ON ALL DRAWINGS, FIGURES TAKE PRECEDENCE OVER MEASUREMENTS BY SCALE. LARGE-SCALE DETAILS TAKE

PRECEDENCE OVER SMALL-SCALE DETAILS.

6. COORDINATION OF WORK

6.1. CONTRACTOR SHALL PERFORM ALL CUTTING, FITTING OR PATCHING OF WORK THAT MAY BE NECESSARY TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY TO RECEIVE OR BE RECEIVED BY WORK OR OTHERS SHOWN UPON, OR REASONABLY IMPLIED BY DRAWINGS FOR THE WORK. ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK

SHALL BE BORNE BY PARTY RESPONSIBLE THEREFORE.

6.2. CONTRACTOR SHALL NOT ENDANGER ANY WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE WORK AND SHALL NOT CUT OR ALTER THE WORK OF OTHERS SAVE WITH THE CONSENT OF THE PROJECT MANAGER.

6.3. THE CONTRACTOR SHALL PERFORM CUTTING NECESSARY TO THE COMPLETION OF THE WORK INCLUDING CUTTING

NOT SPECIFICALLY SHOWN ON THE DRAWINGS.

6.4. PATCHING AND REPAIRING OF THE FINISHED WORK MADE NECESSARY BY CUTTING SHALL BE PERFORMED AND PAID

FOR BY THE CONTRACTOR REQUIRING SUCH WORK.

6.5. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT BEFORE CUTTING ANY

STRUCTURAL ELEMENT.

DEMOLITION

PART 1: GENERAL

7. WORK INCLUDED

7.1. PROVIDE ALL LABOR, MATERIALS, SERVICES AND INCIDENTALS NECESSARY TO PERFORM THE FOLLOWING WORK:

7.1.1. REMOVE AND DISPOSE OF EXISTING LIMESTONE, MASONRY, AND STRUCTURAL STEEL TO THE EXTENT SHOWN

ON THE DRAWINGS.

7.1.2. REMOVE AND DISPOSE OF EXISTING COLLATERAL MATERIAL ASSOCIATED WITH THE ABOVE.

8. REGULATORY REQUIREMENTS

8.1. THE FOLLOWING REGULATORY REQUIREMENTS SHALL BE FOLLOWED:

8.1.1. LOCAL, STATE AND REGIONAL BUILDING CODES

8.1.2. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).

8.1.3. ENVIRONMENTAL PROTECTION AGENCY (EPA).

8.1.4. NATIONAL EMISSION STANDARDS FOR HAZARDOUS AIR POLLUTANTS (NESHAP).

8.1.5. THE ARCHITECT IS NOT AN ADVISOR OF ASBESTOS-RELATED ISSUES. THE CONTRACTOR SHALL CONSULT THE

OWNER'S ASBESTOS PERSONNEL FOR CLARIFICATIONS.

9. PROTECTION

9.1. WHEN WORK INVOLVES REMOVAL OF MASONRY MATERIALS; THE FOLLOWING MINIMUM REQUIREMENTS SHALL BE

ENFORCED:

9.1.1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION AND TAKE ALL NECESSARY PRECAUTIONS TO LIMIT

EXPOSING HIS WORKMEN OR BYSTANDERS TO ANY DANGEROUS CONDITIONS.

9.1.2. PROTECT ALL EXISTING UTILITIES AGAINST DAMAGE. MAINTAIN EXISTING UTILITIES DURING DEMOLITION

OPERATIONS.

9.1.3. PROTECT PASSAGEWAYS AND MAINTAIN ALL EXIT WAYS TO FACILITATE THE SAFE PASSAGE OF PERSONS AROUND THE AREA OF DEMOLITION. DO NOT MODIFY THE FACILITIES CODE COMPLIANT STATUS IN ANY WAY

THAT IS NOT SPECIFICALLY ADDRESSED IN THIS GUIDELINE SPECIFICATION.

9.1.4. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT AS REQUIRED TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF ADJACENT CONSTRUCTION SCHEDULED TO REMAIN.

9.1.5. PROTECT ALL REMAINING PORTIONS OF THE BUILDING, LANDSCAPING AND OTHER PROPERTY NOT SCHEDULED FOR DEMOLITION. THESE AREAS SHALL BE COMPLETELY PROTECTED DURING DEMOLITION AND REMOVAL OF DEBRIS. ANY RESULTING DAMAGE SHALL BE REPAIRED OR REPLACED TO LIKE-NEW CONDITION BY THE CONTRACTOR RESPONSIBLE UNDER THE DIRECTION AND APPROVAL OF THE OWNER AND ARCHITECT.

9.1.6. PROTECT AREA DESIGNATED BY THE OWNER AND THE ARCHITECT WITH NECESSARY FRAMING, PLASTIC SHEET, OR SIMILAR MATERIALS TO PREVENT VISIBLE DUST AND DEBRIS FROM ENTERING THE BUILDING. REMOVE DUST

AND DEBRIS PROTECTION MATERIALS UPON JOB COMPLETION.

9.1.7. WHEN THE WORK INVOLVES REMOVAL OF BUILDING MATERIALS CONTAINING ASBESTOS, NOTIFY THE OWNER'S

ASBESTOS CONSULTANT IMMEDIATELY.

10. OCCUPANCY

10.1. THE OWNER SHALL OCCUPY THE BUILDING DURING DEMOLITION AND CONSTRUCTION AND THE FACILITY SHALL

REMAIN OPERATIONAL.

10.2. COORDINATE ALL WORK IN ADVANCE WITH THE OWNER, THE OWNER'S ON SITE PERSONNEL AND THE ARCHITECT.

11. DUST CONTROL

11.1. THE FOLLOWING MINIMUM REQUIREMENTS WILL BE ENFORCED:

11.1.1. IT IS IMPERATIVE THAT CONSTRUCTION RELATED DUST BE KEPT TO A MINIMUM DURING REMOVAL OF THE

LIMESTONE, MASONRY, AND STRUCTURAL STEEL.

PART 2: PRODUCTS

12. NOT USED.

PART 3: EXECUTION

13. LIMESTONE, MASONRY, STRUCTURAL STEEL, AND ASSOCIATED DEMOLITION

13.1. REMOVE EXISTING CONSTRUCTION AS REQUIRED TO COMPLETE THE INSTALLATION OF ALL NEW WORK AS SHOWN OR SPECIFIED. REFER TO THE DRAWINGS FOR THE EXTENT OF THE EXISTING CONSTRUCTION THAT IS TO BE

REMOVED.

13.2. DO NOT START DEMOLITION OF EXISTING MATERIALS WHEN INCLEMENT WEATHER IS EXPECTED.

13.3. REFER TO THIS SECTION FOR REQUIREMENTS RELATING TO PROTECTION OF EXISTING STRUCTURE AND PROPERTY.

13.4. IF DURING THE COURSE OF THE DEMOLITION WORK PORTIONS OF THE EXISTING STRUCTURE ARE OPENED TO THE WEATHER, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSE SUCH OPENINGS AS REQUIRED IN A

WEATHERTIGHT MANNER AT THE END OF EACH WORKDAY.

14. DISPOSAL OF MATERIALS

14.1. THE CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL (THAT IS NOT SCHEDULED FOR REUSE) FROM THE

OWNER'S SITE.

14.1.1. NO PROLONGED ACCUMULATION OF DEBRIS WILL BE ALLOWED. DEBRIS SHALL BE REMOVED AS IT

ACCUMULATES.

14.1.2. SALE OF REMOVED ITEMS ON THE SITE WILL NOT BE ALLOWED.

14.1.3. DEBRIS SHALL BE TRANSPORTED ON COVERED DUMPSTERS OR TRUCKS.

14.1.4. THE SITE IS TO BE BROOMED CLEAN AT THE END OF EACH WORKING DAY.

14.2. NO BURNING ON SITE WILL BE PERMITTED.

LIMESTONE RESTORATION

PART 1 - GENERAL

15. WORK INCLUDED

15.1. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL FURNISH ALL MATERIALS, TOOLS, EQUIPMENT, APPARATUS, TRANSPORTATION, LABOR AND SUPERVISION REQUIRED TO FURNISH AND INSTALL ALL THE LIMESTONE

AS SHOWN ON THE DRAWINGS.

16. QUALITY ASSURANCE

16.1. THERE SHALL BE NO DEVIATION MADE FROM THIS GUIDELINE SPECIFICATION WITHOUT PRIOR WRITTEN APPROVAL

BY THE ARCHITECT.

16.2. ALL PROPOSED SHORING PLANS AND DETAILS MUST BE APPROVED BY THE ARCHITECT AND IN PLACE BEFORE ANY LOAD BEARING LIMESTONE AND BRICK BACK-UP DEMOLITION WORK CAN PROCEED. ALL SHORING SYSTEMS SHALL

BE DESIGNED BY THE CONTRACTOR WHO SHALL BE ULTIMATELY RESPONSIBLE FOR SAME.

16.3. ALL LIMESTONE RESTORATION WORK SHALL BE PERFORMED BY SKILLED JOURNEYMEN TRADESMEN INCLUDING BUT NOT LIMITED TO, STONEMASONS, MASONS, TUCKPOINTERS, CONCRETE INSTALLERS / FINISHERS, ROOFERS, AND LABORERS WHO ARE CONSIDERED SPECIALISTS IN THE FIELD OF THE WORK SPECIFIED IN THIS SECTION.

16.4. JOURNEYMEN TRADESMEN SHALL HAVE A MINIMUM OF FIVE (5) YEARS EXPERIENCE IN THE SPECIFIED TYPE OF

WORK.

16.5. DURING THE WORKDAY SHOULD THE WEATHER CONDITIONS APPEAR TO BE CHANGING ADVERSELY, THE CONTRACTOR SHALL TAKE PREVENTATIVE MEASURES TO PROTECT ANY UNFINISHED WORK THAT WAS TO BE PERFORMED THAT DAY AND TO ALLOW ADEQUATE TIME FOR THE WORK AREA TO BE PROPERLY CLOSED TO A

WATERTIGHT CONDITION TO AVOID EXPOSURE TO THE BUILDING INTERIOR.

16.6. REPAIR ANY WORK DAMAGED BY FAILURE TO PROVIDE PROPER AND ADEQUATE PROTECTION, TO ITS ORIGINAL STATE TO THE SATISFACTION OF THE OWNER, OR REMOVE AND REPLACE THE DEFECTIVE WORK WITH NEW AT THE

CONTRACTOR'S EXPENSE.

16.7. USE OF AIR ENTRAINING MIXTURES, CHLORIDES, OR NITRATES IS NOT TO BE MIXED IN WITH THE MORTAR. ANY USE OF THESE MATERIALS IN THE MORTAR WILL BE SUFFICIENT CAUSE TO REQUIRE REMOVAL AND REPLACEMENT OF

SAME.

16.8. IT WILL BE THE ARCHITECT'S PREROGATIVE TO FORBID THE USE OF TOOLS OR METHODS THAT DO NOT PRODUCE THE QUALITY OF WORK THAT IS EXPECTED AND TO INSIST ON THE USE OF TOOLS AND METHODS, WHICH WILL DO

THE WORK PROPERLY.

16.9. THE ARCHITECT RESERVES THE RIGHT TO APPROVE THE MATERIAL SUPPLIER FOR THE NEW MATERIALS SPECIFIED

IN THIS SECTION.

16.10. ALL MATERIAL AND WORKMANSHIP QUALITY SHALL BE IN ACCORDANCE WITH CURRENT INDUSTRY STANDARDS AND

PRACTICES IN CONFORMANCE WITH THE ORGANIZATIONS OUTLINED IN 17 REFERENCES BELOW.

17. REFERENCES

17.1. REFERENCES SHALL REFER TO THE MOST RECENT INDUSTRY STANDARD AND RECOMMENDATIONS AS

REPRESENTED BY THE ORGANIZATIONS LISTED BELOW.

17.1.1. INDIANA LIMESTONE INSTITUTE OF AMERICA (ILI).

17.1.2. BRICK INSTITUTE OF AMERICA (BIA).

17.1.3. MASONRY ADVISORY COUNCIL (MAC).

17.1.4. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM).

17.1.5. FEDERAL SPECIFICATIONS (FS).

18. SUBMITTALS

18.1. EACH SUBMITTAL SHALL BE CLEARLY MARKED WITH THE SPECIFIC SPECIFICATION SECTION, PAGE NUMBER, AND

ITEM DESIGNATION THAT IT REPRESENTS.

18.2. A TOTAL OF THREE (3) COPIES OF EACH SUBMITTAL (DATA SHEETS) ARE REQUIRED.

18.3. PROVIDE THE FOLLOWING UNLESS DIRECTED OTHERWISE BY THE ARCHITECT:

18.3.1. LIMESTONE:

18.3.1.1. SAMPLE AREAS (MOCK-UPS) OF TYPICAL LIMESTONE RESTORATION INCLUDING, LIMESTONE REPLACEMENT, LIMESTONE REPAIRS, LIMESTONE REPOINTING, AND LIMESTONE CLEANING AS REQUIRED, AS SHOWN ON THE DRAWINGS, AND PER THIS GUIDELINE SPECIFICATION SHALL BE INSTALLED AS DIRECTED BY THE ARCHITECT USING MATERIALS AND METHODS SPECIFIED. THE MOCK-UPS SHALL BE MADE ACCESSIBLE FOR VIEWING BY THE ARCHITECT AND THE OWNER. NOTE: THE SECTION OF THE FAÇADE AT THE NORTHWEST CORNER OF THE SUBJECT BUILDING HAS ALREADY BEEN RESTORED AND CLEANED AND SHALL SERVE AS THE STANDARD FOR THE NEW FINISHED LIMESTONE RESTORATION WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. NO OTHER WORK SHALL PROCEED UNTIL MOCK-UPS HAVE BEEN INSPECTED AND

APPROVED BY THE ARCHITECT.

18.3.1.2. FURNISH SAMPLE REPLACEMENT LIMESTONE FOR APPROVAL AS DEEMED NECESSARY BY THE ARCHITECT

SHOWING THE PROPOSED SIZE, PROFILE, GRADE, COLOR AND FINISH.

18.3.1.3. PROVIDE WRITTEN VERIFICATION FROM THE LIMESTONE PROVIDER THAT THEY CAN SUPPLY THE PROJECT

WITH NEW REPLACEMENT LIMESTONE AS SPECIFIED HEREIN.

18.3.2. PROVIDE SUBMITTAL INFORMATION AND SHOP DRAWINGS (AS APPLICABLE) FOR THE FOLLOWING ITEMS AS

SPECIFIED IN PART 2 - PRODUCTS:

18.3.2.1. SHIMS: DATA SHEETS AND SAMPLES.

18.3.2.2. STRAP ANCHORS: DATA SHEETS AND SAMPLES.

18.3.2.3. DOWELS (PINS): DATA SHEETS AND SAMPLES.

18.3.2.4. HANGING LIMESTONE ANCHORS: DATA SHEETS AND SAMPLES.

18.3.2.5. BACK-UP CLAY MASONRY: DATA SHEETS AND SAMPLES.

18.3.2.6. PRE-BLENDED MORTAR: DATA SHEETS.

18.3.2.7. STONE CLIP ANGLE: DATA SHEETS AND SAMPLES.

18.3.2.8. MASONRY ANCHOR: DATA SHEETS AND SAMPLES.

18.3.2.9. WEEPS: DATA SHEETS AND SAMPLES.

18.3.2.10. LIMESTONE RESTORATION MORTAR: DATA SHEETS AND FIELD SAMPLE.

18.3.2.11. LIMESTONE CLEANING DETERGENT: DATA SHEETS, WRITTEN DESCRIPTION OF PROPOSED CLEANING

PROCEDURE AND FIELD SAMPLE.

19. PRODUCT DELIVERY, STORAGE AND HANDLING

19.1. DELIVER ALL MATERIALS IN THEIR ORIGINAL UNOPENED PACKAGES AND/OR CONTAINERS WITH ALL MARKINGS

INTACT.

19.2. ALL MATERIALS MUST BE STORED IN A DRY PLACE OR OTHERWISE PROTECTED FROM WATER OR EXTREME

HUMIDITY.

19.3. STACK MATERIALS ON PALLETS AT LEAST 4 INCHES ABOVE THE GROUND AND COVER WITH A BREATHABLE

COVERING, SUCH AS CANVAS.

19.4. STORE ALL MATERIALS IN THE MANNER AND TEMPERATURE RANGE RECOMMENDED BY THE MANUFACTURER.

19.5. DO NOT STORE OR TRANSPORT MATERIALS ON THE ROOF IN A MANNER THAT MAY EXCEED THE LIVE LOAD CAPACITY (30 PSF) OF THE ROOF DECK SYSTEM AND/OR THE BUILDING STRUCTURAL SYSTEM. THE ARCHITECT, DURING

ROUTINE INSPECTIONS, MAY MAKE RECOMMENDATIONS AS TO LOADING.

19.6. DO NOT TRANSPORT OR STORE MATERIALS ON THE EXISTING ROOF SURFACE WITHOUT ADEQUATE PROTECTION.

THE ARCHITECT, DURING ROUTINE INSPECTIONS, MAY MAKE RECOMMENDATIONS AS TO EXISTING ROOF

PROTECTION.

20. GUARANTEES, WARRANTIES, CERTIFICATES

20.1. THE CONTRACTOR AND THE MATERIAL MANUFACTURER'S SHALL GUARANTY BOTH MATERIAL AND/OR WORKMANSHIP, AND WARRANT THE PERFORMANCE OF ALL ITEMS SPECIFIED IN THIS SECTION FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION AS DETERMINED BY THE ARCHITECT.

PART 2 - PRODUCTS

21. ACCEPTABLE MANUFACTURERS

21.1. PROVIDE PRODUCTS BY MANUFACTURER'S SPECIFIED HEREIN, WHICH MEET OR EXCEED STANDARDS AS SET FORTH

IN THIS SECTION. NO PRODUCTS SPECIFIED OR APPROVED SHALL CONTAIN ASBESTOS.

21.2. ALL MATERIALS SHALL BE NEW UNLESS NOTED OTHERWISE ON THE DRAWINGS AND GUIDELINE SPECIFICATIONS.

21.3. NO MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS SPECIFIED AS “OR APPROVED EQUAL,” AND APPROVED IN

ADVANCE BY THE ARCHITECT.

22. MATERIALS

22.1. REPLACEMENT LIMESTONE: ALL REPLACEMENT LIMESTONE SHALL BE “BEDFORD” INDIANA OOLITIC LIMESTONE AS QUARRIED IN LAWRENCE COUNTY, INDIANA. REPLACEMENT LIMESTONE SHALL MATCH EXISTING IN SIZE, PROFILE, GUIDELINE

SPECIFICATION

A8.1

GENERAL DETAILS

InSite Consulting Architects 744 Williamson St. / STE 101 Madison, Wisconsin 53703 800-453-8086 info@icsarc.com

Kenosha County Administration Building 1010 56th Street Kenosha, WI 53140

BID DOCUMENTS

ICA NO. KCAB 23-003

03/25/24

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KENOSHA COUTNY NO. 2411

AutoCAD SHX Text No.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date:

GRADE, COLOR, AND FINISH.

22.2. SHIMS: 2 INCH BY 4 INCH BY 1/16 INCH, 1/8 INCH, AND 1/4 INCH, PLASTIC SHIMS AS MANUFACTURED BY RACKNOW POLYMERS AND DISTRIBUTED BY LANCE CONSTRUCTION SUPPLIES, INC., CHICAGO, ILLINOIS, OR APPROVED EQUAL.

22.3. STRAP ANCHORS: “NO. 141 U-TYPE STONE ANCHOR,” 8 INCHES LONG BY 1-1/4 INCH WIDE WITH A 7/8 INCH BEND (INTERIOR DIMENSION). 16 GAUGE OR 0.625 INCH (1/16 INCH) THICKNESS, STAINLESS STEEL CONFORMING TO ASTM A 167, AISI TYPE 304, AS MANUFACTURED BY HECKMANN BUILDING PRODUCTS, INC., MELROSE PARK, ILLINOIS.

22.4. DOWELS (PINS): 3/8 INCH DIAMETER BY 4 INCH LONG, SMOOTH FINISH, STAINLESS STEEL, CONFORMING TO ASTM 267, AISI TYPE 304 OR 316.

22.5. HANGING LIMESTONE ANCHORS: “LIEBIG SUPERPLUS 14” STAINLESS SHEET, SELF UNDERCUTTING, TORQUE CONTROLLED, STONE ANCHOR, MINIMUM 1-1/2 INCH EMBEDMENT, AS MANUFACTURED BY LIEBIG INTERNATIONAL, INC., OR APPROVED EQUAL.

22.6. CLAY MASONRY (INTERIOR WYTHES ONLY): STANDARD (3-5/8 INCH BY 2-1/4 INCH BY 8 INCH) SEVERE WEATHERING (SW), RED EXTRUDED BRICK AS MANUFACTURED BY BELDEN BRICK COMPANY, CANTON, OHIO, OR APPROVED EQUAL.

22.7. PRE-BLENDED MORTAR: “SPEC MIX PORTLAND LIME SAND & COLOR - TYPE N,” DRY PREBLENDED MORTAR MIX CONTAINING PORTLAND CEMENT, HYDRATED LIME, DRIED MASONRY SAND, AND COLOR PIGMENT FORMULATED, CONFORMING TO ASTM C 270, AS MANUFACTURED BY SPEC MIX, MENDOTA HEIGHTS, MINNESOTA, OR APPROVED

EQUAL.PORTLAND CEMENT (AS REQUIRED): TYPE “I” CONFORMING TO ASTM C150 STANDARD.

22.8. LIME (AS REQUIRED): PRESSURE HYDRATED, NON-AIR ENTRAINING, TYPE “N” CONFORMING TO ASTM C207

STANDARD.

22.9. SAND (AS REQUIRED): CLEAN, SHARP, FREE FROM LOAM, SILT, VEGETABLE MATTER, SALTS, AND OTHER INJURIOUS

SUBSTANCES, CONFORMING TO ASTM C144 STANDARD.

22.10. WATER: POTABLE, FRESH, CLEAN, CLEAR AND FREE FROM INJURIOUS AMOUNTS OF SEWAGE, OIL, ACID, ALKALI, SALTS, ORGANIC MATTER OR OTHER DETRIMENTAL SUBSTANCES.

22.11. COLOR ADMIXTURE (IF REQUIRED FOR MATCHING): NON AIR-ENTRAINING PURE MINERAL PIGMENT WHICH IS LIGHT FAST, LIME PROOF, AND WEATHERPROOF, SUCH AS DCS MORTAR COLORS BY DCS COLOR AND SUPPLY COMPANY OF

MILWAUKEE, WISCONSIN OR APPROVED EQUAL.

22.12. STONE CLIP ANGLE: TYPE 304 OR 316 STAINLESS STEEL STONE CLIP ANGLE. LENGTH (LONG LEG) VARIES - FIELD MEASURE. 2” HIGH SHORT LEG. 1/8” THICK. 7/16” DIAMETER SLOTTED HOLE AT SHORT LEG AS SHOWN ON THE

DRAWINGS.

22.13. MASONRY ANCHOR: “DUR-O-WAL NO. DA5410 / DA5610”, 7/16” OUTSIDE DIAMETER BY 2” LONG, TYPE 304 STAINLESS STEEL MASONRY ANCHOR AS MANUFACTURED BY DAYTON SUPERIOR, DAYTON, OHIO, OR APPROVED EQUAL.

22.14. WEEPS: “# 341 SERIES ROUND PLASTIC WEEP HOLES,” MEDIUM DENSITY POLYETHYLENE, 3/8” OUTSIDE DIAMETER (O.D.) BY 4” LONG WITH STAINLESS STEEL SCREEN INSERT AND DOUBLE COTTON WICK, AS MANUFACTURED BY H & B

ILLINOIS, CHICAGO, ILLINOIS.

22.15. LIMESTONE RESTORATION MORTAR: “MIMIC” TROWEL APPLIED, COLOR MATCHED, SINGLE COMPONENT LIMESTONE

REPAIR MORTAR AS MANUFACTURED BY CONPROCO CORPORATION, OR APPROVED EQUAL.

22.16. LIMESTONE CLEANING DETERGENT (AS REQUIRED): “STONE SOAP ULTRA” WATER-BASED CLEANER, PH NEUTRAL, CONTAINING NO ABRASIVES, ACIDS, ALKALIS, SALTS, PHOSPHATES, D-LIMINENE, ARTIFICIAL COLORS, FRAGRANCES, OR PRESERVATIVES, AS MANUFACTURED BY STONE TECHNOLOGIES CORP, OR APPROVED EQUAL.

22.17. THROUGH WALL FLASHING MEMBRANE AND CAP FLASHING MEMBRANE (AT COPING STONES): “PERM-A-BARRIER WALL FLASHING,” 40-MIL, SELF-ADHERING MEMBRANE WALL FLASHING AS MANUFACTURED BY W.R. GRACE & CO., COLUMBIA, MARYLAND, OR APPROVED EQUAL.

22.18. THROUGH-WALL FLASHING DRIP EDGE: “PREFORMED STAINLESS STEEL DRIP EDGE.” 28 GAUGE (15 MILS THICK), 1-5/8” WIDE WITH A 3/8” BEND AT ONE END MADE OF TYPE 304 GRADE, DULL FINISH STAINLESS STEEL IN CONFORMANCE WITH ASTM A 167, AS MANUFACTURED BY POLYGUARD PRODUCTS INC, ENNIS, TEXAS, OR APPROVED EQUAL.

22.19. OTHER ITEMS: ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF THE WORK IN THIS SECTION, SHALL BE SELECTED BY THE CONTRACTOR SUBJECT TO

APPROVAL BY THE ARCHITECT.

PART 3 - EXECUTION

23. EXAMINATION

23.1. THE CONTRACTOR SHALL HAVE THE SOLE RESPONSIBILITY FOR THE ACCURACY OF ALL MEASUREMENTS AND FOR THE ESTIMATE OF MATERIAL QUANTITIES REQUIRED AND NECESSARY TO SATISFY THE REQUIREMENTS OF THESE

SPECIFICATIONS.

24. SEQUENCE/SCHEDULING

24.1. DURING DEMOLITION, AS WELL AS REHABILITATION OPERATIONS, RESTORE ALL AREAS TO A WEATHERTIGHT

CONDITION EACH DAY AND/OR BEFORE INCLEMENT WEATHER COMMENCES.

24.2. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK UNTIL ALL UNSATISFACTORY CONDITIONS DETRIMENTAL

TO THE PROPER AND TIMELY COMPLETION OF THE WORK HAVE BEEN CORRECTED.

25. MORTAR MIXES

25.1. ALL EQUIPMENT FOR MIXING, TRANSPORTING AND APPLYING MORTAR SHALL BE CLEAN AND FREE FROM HARDENED

MORTAR, DIRT, ICE, OR OTHER FOREIGN MATTER.

25.2. FOLLOW PRINTED MANUFACTURERS INSTRUCTIONS FOR MIXING PREBLENDED MORTAR.

25.3. MEASURE MATERIALS FOR MORTARS BY VOLUME, IN A MANNER WHEREBY PROPORTIONS CAN BE CONTROLLED WITHIN FIVE PERCENT. THE PROPORTIONS LISTED HEREINAFTER FOR CONVENTIONAL MORTARS ARE PORTLAND CEMENT, LIME, AND DAMP LOOSE SAND, RESPECTIVELY BY VOLUME. THE PROPORTIONS ARE LISTED ONLY AS A SAMPLE FOR THE REQUIRED TYPE MORTAR AND SHALL BE MODIFIED AS NECESSARY, WITHIN TOLERANCES, TO SUIT

THE PARTICULAR MASONRY SAND BEING USED.

25.4. MIX CEMENTITIOUS MATERIALS, POWDERED COLORING ADMIXTURES AND MASONRY SAND DRY. ADD WATER AND BRING TO PROPER CONSISTENCY FOR USE. MIX MATERIALS UNTIL EVENLY DISTRIBUTED THROUGHOUT THE BATCH AND THE MIXTURE IS UNIFORM IN COLOR AND CONSISTENCY. NO ANTIFREEZE INGREDIENT OR SIMILAR SUCH

CONTAMINANT WILL BE TOLERATED.

25.5. REPOINTING AND BRICK REPLACEMENT MORTAR SHALL BE ASTM C270, TYPE “N” LIME-CEMENT MORTAR (1:1:6).

MORTAR SHALL BE MIXED AND LEFT UNTOUCHED FOR ONE TO TWO HOURS. ADDITIONAL WATER SHALL THEN BE ADDED AND THE MORTAR REMIXED. MORTAR SHALL BE RE-TEMPERED AS NECESSARY TO MAINTAIN ITS

WORKABILITY, BUT USED BEFORE IT IS THREE (3) HOURS OLD OR OTHERWISE DISCARDED.

26. EXISTING LIMESTONE REMOVAL

26.1. CAREFULLY REMOVE ALL EXISTING LIMESTONE THAT IS SHOWN TO BE REMOVED AND REPLACED AS SHOWN ON THE

DRAWINGS.

26.2. EXTREME CAUTION SHALL BE IMPLEMENTED WHEN GRINDING AND/OR CUTTING OUT THE EXISTING MORTAR JOINTS

AS TO NOT DAMAGE THE EXISTING LIMESTONE.

26.3. EXISTING LIMESTONE SHALL BE REMOVED MANUALLY, BY MOBILE HOIST, OR BY CRANE, AS JOB CONDITIONS REQUIRE, AND AS DEEMED NECESSARY BY THE CONTRACTOR. NOTE: IT IS NOT RECOMMENDED THAT LEWIS PINS BE

USED FOR STONES LESS THAN 3-1/2 INCHES THICK.

26.4. AS DETERMINED BY THE ARCHITECT, EXISTING LIMESTONE SLATED FOR REMOVAL AND REPLACEMENT THAT IS DAMAGED DUE TO MISHANDLING BY THE CONTRACTOR SHALL BE REPLACED WITH NEW OR REPAIRED TO ITS

ORIGINAL STATE AT THE CONTRACTOR'S EXPENSE.

26.5. REMOVED LIMESTONE SHALL BE STORED IN PREDETERMINED “GRAVEYARD” LOCATIONS AS DIRECTED BY THE

ARCHITECT.

27. BRICK BACK-UP DEMOLITION

27.1. REMOVE ALL EXISTING BRICK BACK-UP AS SHOWN ON THE DRAWINGS AND AS REQUIRED FOR A COMPLETE AND

PROPER INSTALLATION OF THE WORK IN THIS SECTION.

28. LIMESTONE AND BRICK BACK-UP REPLACEMENT

28.1. INSTALL LIMESTONE IN STRICT ACCORDANCE WITH INDIANA LIMESTONE INSTITUTE OF AMERICA (ILI) SPECIFICATIONS

AND RECOMMENDATIONS.

28.2. INSTALL BRICK BACK-UP IN STRICT ACCORDANCE WITH BRICK INSTITUTE OF AMERICA (BIA), AND MASONRY

ADVISORY COUNCIL (MAC) SPECIFICATIONS AND RECOMMENDATIONS.

28.3. WHEN INSTALLING LIMESTONE, HOLD THE INSTALLATION MORTAR BACK 3/4 INCHES AS SHOWN ON THE DRAWINGS.

28.4. DURING ERECTION, COVER TOP OF WALL WITH STRONG WATERPROOF PROTECTIVE COVERINGS AT END OF EACH

DAY OR SHUTDOWN.

28.5. COVER PARTIALLY COMPLETED WALLS WITH WATERPROOF PROTECTIVE COVERING WHEN WORK IS NOT IN

PROGRESS.

28.6. EXTEND WATERPROOF PROTECTIVE COVERING A MINIMUM OF 24 INCHES DOWN BOTH SIDES.

28.7. HOLD WATERPROOF PROTECTIVE COVERING SECURELY IN PLACE.

28.8. DO NOT APPLY UNIFORM FLOOR OR ROOF LOADING FOR AT LEAST 12 HOURS AFTER INSTALLING LOAD SUPPORTING

LIMESTONE AND BRICK BACK-UP.

28.9. DO NOT APPLY CONCENTRATED LOADS FOR AT LEAST THREE (3) DAYS AFTER INSTALLING LOAD SUPPORTING

LIMESTONE AND BRICK BACK-UP.

28.10. PREVENT MORTAR FROM STAINING THE FACE OF THE LIMESTONE.

28.11. IMMEDIATELY REMOVE MORTAR IN CONTACT WITH THE FACE OF THE LIMESTONE.

28.12. PROTECT ALL WINDOWS, DOORS, SILLS, LEDGES, AND PROJECTIONS FROM MORTAR DROPPINGS, STAINING, OR

DAMAGE.

28.13. IF ICE OR SNOW HAS FORMED ON LIMESTONE OR BRICK BACK-UP BED, REMOVE BY CAREFULLY APPLYING HEAT

UNTIL THE TOP SURFACE IS DRY TO THE TOUCH.

28.14. REMOVE ALL LIMESTONE AND BRICK BACK-UP THAT WAS DAMAGED DUE TO FREEZING.

28.15. DO NOT INSTALL LIMESTONE OR BRICK BACK-UP UNITS WHEN THE MEAN AIR TEMPERATURE IS BELOW 20°F.

28.16. WHEN LIMESTONE AND BRICK BACK-UP SUCTION EXCEEDS THE INITIAL RATE OF ABSORPTION, SPRINKLE WITH HEATED WATER AS FOLLOWS. WHEN UNITS ARE 32°F, HEAT WATER ABOVE 70°F. WHEN UNITS ARE BELOW 32°F, HEAT WATER ABOVE 130°F.

28.17. USE ONLY DRY LIMESTONE AND BRICK BACK-UP UNITS.

28.18. DO NOT USE WET OR FROZEN LIMESTONE AND BRICK BACK-UP UNITS.

28.19. IF THE AIR TEMPERATURE RANGE IS 20°F TO 40°F, HEAT MORTAR TO A TEMPERATURE BETWEEN 40°F AND 120°F.

28.20. MAINTAIN TEMPERATURES OF MORTAR ON BOARD ABOVE FREEZING AT ALL TIMES.

28.21. USE SALAMANDER-TYPE HEATERS OR OTHER HEAT SOURCES ON BOTH SIDES OF WALLS UNDER CONSTRUCTION

WHEN TEMPERATURES ARE BELOW 32°F.

28.22. USE WINDBREAKS WHEN WINDS ARE IN EXCESS OF 15 MPH.

28.23. WHEN THE MEAN AIR TEMPERATURE RANGE IS 32°F TO 40°F, PROTECT LIMESTONE AND/OR BRICK BACK-UP FROM RAIN OR SNOW FOR 24 HOURS BY COVERING WITH A STRONG WATERPROOF PROTECTIVE MEMBRANE.

28.24. WHEN THE MEAN AIR TEMPERATURE RANGE IS 20°F TO 32°F, COMPLETELY COVER LIMESTONE AND/OR BRICK BACK-UP WITH SUPPLEMENTARY HEAT AND/OR INSULATING BLANKETS AS REQUIRED TO MAINTAIN THE NEW WORK

AT OR ABOVE 32°F.

28.25. INSTALL FINISH MORTAR AT ALL LIMESTONE UNITS AS SHOWN ON DRAWINGS AND AS FOLLOWS. WITH JOINT DAMP, COMPLETELY FILL WITH MORTAR PLACED IN THREE (3) LAYERS (LIFTS) FIRMLY PRESSED IN PLACE. THE JOINT SHALL THEN BE COMPRESSED AND TOOLED WITH A SMOOTH ROUNDED IRON OF SELECTED WIDTH TO PRODUCE A SMOOTH, DENSE SURFACE, VERY SLIGHTLY CONCAVE, TIGHTLY PRESSED AGAINST THE EDGES OF THE LIMESTONE. ALL NEW

LIMESTONE MORTAR JOINTS SHALL BE UNIFORM IN APPEARANCE.

28.26. INSTALL NEW FINISH MORTAR PER ITEM 4) THROUGH 5) AS DESCRIBED BELOW IN “D. REPOINTING:”

28.27. REPAIR EXISTING LIMESTONE AT LOCATIONS INDICATED ON THE DRAWINGS. INSTALL NEW MATERIALS PER THE DETAIL(S) SHOWN ON THE DRAWINGS AND IN STRICT CONFORMANCE WITH THE LIMESTONE RESTORATION MORTAR

MANUFACTURER'S SPECIFICATIONS.

29. REPOINTING

29.1. CAREFULLY REMOVE ALL EXISTING MORTAR TO A MINIMUM DEPTH OF 3/4 INCHES. NOTE: THE BUILDING IS A HISTORIC STRUCTURE. EXTREME CARE MUST BE TAKEN WHEN WORKING ADJACENT TO THE EXISTING LIMESTONE AS NOT TO DAMAGE SAME. DAMAGE TO THE EXISTING LIMESTONE UNITS CAUSED DURING REPOINTING PROCEDURES SHALL BE

REPAIRED AND/OR REPLACED AT THE CONTRACTOR'S EXPENSE.

29.2. WHEN EXISTING MORTAR IS BROKEN OR LOOSE BEYOND A DEPTH OF 3/4 INCHES, REMOVE TO A DEPTH WHERE FIRM SOLID MORTAR IS ENCOUNTERED. ALL JOINTS MUST BE CLEAN OF UNSOUND MORTAR MATERIAL IN A SQUARE

MANNER THE FULL DEPTH OF THE CUT. FURROW SHAPED JOINTS WILL NOT BE ACCEPTABLE.

29.3. THE CUTTING OUT OF JOINTS SHALL BE DONE WITH SUITABLE TOOLS, EITHER HAND TOOLS OR MECHANICAL EQUIPMENT, IN SUCH A MANNER AS WILL NOT LOOSEN ADJACENT JOINTS OR INJURE THE EDGES OR CORNERS OF THE LIMESTONE UNITS. WHERE THE MORTAR IS TIGHTLY BONDED AT ONE SIDE OF THE JOINT, AND IF THE CONTOUR PERMITS, THE CUTTING SHALL BE DONE WITH PORTABLE GRINDERS WITH ABRASIVE WHEELS TO MINIMIZE SPALLING

AT EDGES OF THE LIMESTONE UNITS.

29.4. AFTER THE JOINT HAS BEEN CUT OUT, ALL LOOSE MATERIAL SHALL BE REMOVED BY BRUSH, AIR JET, OR WATER STREAM. FOLLOWING THIS CLEANING THE JOINT SHALL BE THOROUGHLY MOISTENED. THE JOINT SHALL BE DAMP

BUT WITHOUT FREE WATER ON THE SURFACE.

29.5. WITH JOINT DAMP, COMPLETELY FILL WITH MORTAR PLACED IN THREE (3) LAYERS (LIFTS) FIRMLY PRESSED INTO

PLACE. DO NOT PLACE NEXT LAYER OF MORTAR UNTIL PREVIOUS LAYER IS “THUMB HARD.”

29.6. FOLLOWING AT THE PROPER INTERVAL, THE JOINT SHALL BE COMPRESSED AND SMOOTHED WITH A ROUNDED IRON OF APPROPRIATE WIDTH TO PRODUCE A CONSISTENT, DENSE SURFACE, VERY SLIGHTLY CONCAVE, OR AT A SIMILAR DEPTH AS TYPICALLY EXISTING, TIGHTLY PRESSED AGAINST THE EDGES OF THE LIMESTONE UNITS.

SEALANTS

PART 1: GENERAL

30. SUMMARY OF WORK

30.1. THIS SECTION INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO PERFORM THE FOLLOWING WORK:

30.1.1. REMOVAL OF ALL EXISTING CAULKING/SEALANT TO BE REPLACED.

30.1.2. PREPARATION OF ALL SURFACES TO RECEIVE NEW SEALANT WORK.

30.1.3. APPLICATION OF THE JOINT WATERPROOFING SEALANT.

30.1.4. CLEAN UP.

31. QUALITY CONTROL

MANUFACTURE OF WATERPROOF COATINGS AND SEALANTS.

32. SUBMITTALS

32.1. MANUFACTURER'S LITERATURE: SUBMIT THREE (3) COMPLETE SETS OF MANUFACTURER'S LITERATURE AND

TECHNICAL DATA FOR THE SEALANT SYSTEM.

32.2. CONTRACTOR'S CERTIFICATE: SUBMIT COPIES OF “LICENSED APPLICATOR'S CERTIFICATE” ISSUED BY THE

MANUFACTURER.

32.3. A TOTAL OF THREE (3) COPIES OF EACH SUBMITTAL IS REQUIRED, UNLESS NOTED OTHERWISE.

33. MATERIAL HANDLING

33.1. DELIVERY AND STORAGE OF MATERIALS

33.1.1. DELIVER ALL MATERIALS IN THEIR ORIGINAL UNOPENED CONTAINERS WITH ALL MARKINGS INTACT.

33.1.2. ALL MATERIALS MUST BE STORED IN A DRY PLACE OR OTHERWISE PROTECTED FROM WATER OR EXTREME

HUMIDITY.

33.1.3. STACK MATERIAL ON PALLETS AT LEAST 4” ABOVE THE GROUND AND COVER WITH A BREATHABLE COVERING, SUCH AS CANVAS.

33.1.4. STORE SEALANTS IN THE MANNER AND TEMPERATURE RANGE RECOMMENDED BY THE MANUFACTURER.

33.2. HANDLING MATERIALS

33.2.1. DO NOT STORE OR TRANSPORT MATERIALS ON THE ROOF IN A MANNER THAT MAY EXCEED THE LIVE LOAD CAPACITY OF THE DECK SYSTEM OR THE STRUCTURE. THE ARCHITECT, DURING ROUTINE INSPECTIONS, MAY

MAKE RECOMMENDATIONS AS TO LOADING.

33.2.2. DO NOT TRANSPORT MATERIALS OVER OR STORE MATERIALS ON A FINISHED SECTION WITHOUT PRIOR

APPROVAL OF ARCHITECT.

34. WARRANTIES

34.1. THE SEALANT MANUFACTURER AND THE CONTRACTOR SHALL WARRANT THE PERFORMANCE OF THE SEALANT SYSTEM FOR A PERIOD OF FIVE (5) YEARS STARTING FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT. SUCH WARRANTY SHALL INCLUDE MATERIAL AS WELL AS LABOR FOR APPLICATION. DAMAGE AND/OR FAILURE DUE TO

ACTS OF GOD AND VANDALISM, MAY BE EXCLUDED FROM SUCH WARRANTY.

PART 2: PRODUCTS

35. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING MATERIALS, AS REQUIRED.

36. MANUFACTURERS

36.1. PROVIDE MATERIALS FROM THE MANUFACTURERS LISTED IN THIS SECTION.

36.2. MATERIALS SHALL MEET ALL SPECIFIED STANDARDS.

36.3. ALL MATERIALS SHALL BE NEW UNLESS NOTED OTHERWISE.

36.4. NEW MATERIALS SHALL NOT CONTAIN ASBESTOS.

37. MATERIALS

37.1. SEALANT: A HYBRID MULTI-COMPONENT CHEMICALLY CURING POLYURETHANE JOINT SEALANT MEETING THE REQUIREMENTS OF ASTM C920 TYPE M, GRADE P, CLASS 25 STANDARDS. SEALANT MATERIAL SHALL BE POLYURETHANE ELASTOMER BASED, MEETING OR EXCEEDING MINIMUM PHYSICAL PROPERTIES AS LISTED IN SECTION 2.3, AND CAPABLE OF PRODUCING A SEAMLESS WATERPROOF JOINT SEAL. COLOR SHALL BE CHOSEN TO MOST CLOSELY MATCH THAT OF THE ADJACENT LIMESTONE/MASONRY, OR, NON-STAINING AND NO-TACK, SOFT TYPE WITH HIGH ELONGATION PROPERTIES AND SHALL BE SO DESIGNATED ON THE LABEL BY THE MANUFACTURER SUCH AS “SIKAFLEX 1A” BY SIKA CORP., “SIKAFLEX 2C NS/SL” BY SIKA CORP., “SONOLASTIC NP1” BY SONNEBORN BUILDING PRODUCTS, “DYNATROL II” BY PECORA CORP., OR “DIMONIC” BY TREMCO, INC. FOLLOW ALL MANUFACTURERS' PREVIOUSLY SUBMITTED RECOMMENDATIONS FOR TYPE REQUIRED AT JOINTS. USE NON-SAG AT ALL JOINTS. ALL

SEALANTS MUST TAKE LATEX AND OIL BASE PAINT.

37.2. JOINT CLEANING COMPOUND: AS RECOMMENDED BY THE SEALANT MANUFACTURER FOR THE JOINT SURFACES TO

BE CLEANED.

37.3. JOINT PRIMER/SEALER: AS RECOMMENDED BY THE SEALANT MANUFACTURER FOR THE JOINT SURFACE TO BE

PRIMED OR SEALED.

37.4. BOND BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE AS RECOMMENDED BY THE SEALANT MANUFACTURER TO BE APPLIED TO SEALANT-CONTACT SURFACES WHERE BOND TO THE SUBSTRATE OR JOINT FILLER MUST BE AVOIDED FOR PROPER PERFORMANCE OF SEALANT. PROVIDE SELF-ADHESIVE TAPE WHERE

APPLICABLE.

37.5. SEALANT BACKER ROD: COMPRESSIBLE ROD STOCK POLYETHYLENE FOAM, POLYETHYLENE JACKETED AND POLYURETHANE FOAM OR OTHER FLEXIBLE, PERMANENT, DURABLE NON-ABSORPTIVE MATERIAL AS RECOMMENDED FOR THE COMPATIBILITY WITH SEALANT BY THE SEALANT MANUFACTURER; WHICH WILL CONTROL THE JOINT DEPTH FOR SEALANT PLACEMENT, BREAK BOND OF SEALANT AT BOTTOM OF JOINT, FORM OPTIMUM SHAPE OF SEALANT BEAD ON BACK SIDE, AND PROVIDE A HIGHLY COMPRESSIBLE BACKER TO MINIMIZE THE POSSIBILITY OF SEALANT EXTRUSION WHEN THE JOINT IS COMPRESSED. BACKER ROD SHALL BE AT LEAST 1/2” LARGER THAN THE WIDTH OF

THE JOINT.

37.6. PITCH PAN SEALANT: TWO-PART, SELF-LEVELING, TYPE…