2025-11_Historic_Campbell_Station_Inn_Interior_Renovation_Phase_CD_Project_Manual.pdf

CAMPBELL STATION INN

INTERIOR RENOVATION PHASE

PROJECT MANUAL

CHEROKEE MILLS

111 N. CONCORD STREET

KNOXVILLE, TN 37919

865-525-2707

FAX 865-637-1532

CONSTRUCTION DOCUMENTS

PROJECT NO. 2307

NOVEMBER 25, 2024

CAMPBELL STATION INN

INTERIOR RENOVATION PHASE

PROJECT MANUAL

ARCHITECT

CHEROKEE MILLS

111 N. CONCORD STREET

KNOXVILLE, TN 37919

865-525-2707

FAX 865-637-1532

CONSULTANTS

STRUCTURAL

BENDER & ASSOCIATES STRUCTURAL ENGINEERS LLC

MECHANICAL, PLUMBING, AND FIRE PROTECTION

BEDINGER CONSULTING ENGINEERS

ELECTRICAL

VREELAND ENGINEERS, INC

CONSTRUCTION DOCUMENTS

PROJECT NO. 2307

NOVEMBER 25, 2024

PROJECT: SECTION: 00 01 10

CAMPBELL STATION INN TABLE OF

INTERIOR RENOVATION PHASE CONTENTS

PROJECT #2307

BREWER INGRAM FULLER ARCHITECTS INC. PAGE: 1

NO. OF PAGES

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

BY OWNER

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 21 00 ALLOWANCES

01 25 00 SUBSTITUTION PROCEDURES

01 26 00 WEATHER DELAYS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 16 ALTERATION PROJECT PROCEDURES

01 40 00 QUALITY REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 70 00 EXECUTION REQUIREMENTS

01 74 00 CLEANING

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 77 00 CLOSEOUT REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 00 00 EXISTING CONDITIONS

02 10 00 BUILDING PREPARATION

02 40 00 DEMOLITION

02 42 90 PROTECTION OF HISTORIC CONSTRUCTION MATERIALS

DIVISION 03 - CONCRETE

03 10 00 CONCRETE FORMING AND ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST IN PLACE CONCRETE

03 54 16 HYDRAULIC CEMENT UNDERLAYMENT

03 92 50 REPAIR MORTARS

DIVISION 04 - MASONRY

04 01 20.91 UNIT MASONRY RESTORATION

04 05 13.91 MASONRY RESTORATION MORTARING

DIVISION 05 - METALS

05 50 00 METAL FABRICATIONS

DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 40 23 INTERIOR ARCHITECTURAL WOODWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 00 DAMPPROOFING

07 26 00 VAPOR RETARDERS

07 84 00 FIRESTOPPING

07 90 00 SEALANTS

DIVISION 08 - OPENINGS

08 14 00 WOOD DOORS

INTERIOR RENOVATION PHASE CONTENTS

PROJECT #2307

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DIVISION 09 - FINISHES

09 01 20.91 PLASTER RESTORATION

09 21 16 GYPSUM BOARD ASSEMBLIES

09 31 00 THIN-SET TILING

09 64 69 WOOD FLOORING RESTORATION

09 65 00 RESILIENT FLOORING

09 90 00 PAINTING AND COATING

DIVISION 10 - SPECIALTIES

10 14 10 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

10 44 00 FIRE PROTECTION SPECIALTIES

DIVISION 11 - EQUIPMENT

NOT USED

DIVISION 12 - FURNISHINGS

NOT USED

DIVISION 13 - SPECIAL CONSTRUCTION

NOT USED

DIVISION 14 - CONVEYING EQUIPMENT

14 12 00 ELECTRIC DUMBWAITERS

DIVISION 21 - FIRE SUPPRESSION

21 05 00 BASIC FIRE PROTECTION MATERIALS AND METHODS

21 10 00 FIRE PROTECTION

DIVISION 22 - PLUMBING

22 05 00 BASIC PLUMBING SYSTEM MATERIALS AND METHODS

22 10 00 PLUMBING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 05 00 BASIC HVAC SYSTEM MATERIALS AND METHODS

23 10 00 HEATING, VENTILATING AND AIR CONDITIONING

DIVISION 25 - INTEGRATED AUTOMATION

NOT USED

DIVISION 26 - ELECTRICAL

26 00 00 GENERAL ELECTRICAL

26 05 19 600 VOLT CONDUCTORS

26 05 26 ELECTRICAL POWER SERVICE AND GROUNDING

26 05 33 CONDUIT

26 27 26 WIRING DEVICES

26 27 29 BOXES

26 28 16 SAFETY SWITCHES

26 51 00 LIGHTING FIXTURES

INTERIOR RENOVATION PHASE CONTENTS

PROJECT #2307

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DIVISION 27 - COMMUNICATIONS

NOT USED

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

NOT USED

DIVISION 31 - EARTHWORK

31 31 00 SOIL TREATMENT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 19 23 SODDING

DIVISION 33 - UTILITIES

SEE DRAWINGS FOR SPECIFICATIONS

DIVISIONS 34 - 48

NOT USED

END TABLE OF CONTENTS

PROJECT: SECTION: 01 10 00

CAMPBELL STATION INN SUMMARY OF

INTERIOR RENOVATION PHASE WORK

PROJECT #2307

BREWER INGRAM FULLER ARCHITECTS INC. PAGE: 1

PART 1 - GENERAL

1.1 LOCATION OF PROPERTY

THE PROPERTY IS LOCATED AT 11401 KINGSTON PIKE IN FARRAGUT, TENNESSEE.

1.2 PROJECT SCOPE

THIS PROJECT IS AN INTERIOR RENOVATION PHASE. IT INCLUDES MINOR EXTERIOR WORK

RELATED TO INTERIOR CONDITIONS.

PROVIDE LABOR, MATERIAL, EQUIPMENT AND SERVICES, AND PERFORM WORK BOTH

TEMPORARY AND PERMANENT, FOR THE SELECTIVE RENOVATION AND ADAPTIVE REUSE OF

THE HISTORIC CAMPBELL STATION INN.

A. SUMMARY OF WORK: AREAS AND SERVICES AFFECTED BY THE SCOPE OF THIS

PROJECT.

1. SELECTIVE PREPARATION OF THE BUILDING INCLUDING LIMITED REMOVAL OF

CERTAIN BUILDING COMPONENTS, REMOVAL OF DEBRIS, SHORING, PROTECTION OF

EXISTING COMPONENTS TO REMAIN, AND OTHER REQUIREMENTS AS DEFINED IN THE

CONTRACT DOCUMENTS.

2. TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGING ANY PORTION OF THE

HISTORIC HOUSE SCHEDULED TO REMAIN. FLOORS, WALLS AND CEILINGS SHALL BE

PROTECTED FROM DAMAGE, CUTTING, ETC. UNLESS SPECIFICALLY INDICATED FOR

CUTTING TO INSTALL NEW SERVICES.

3. MINOR LAWN DRAINAGE WORK AT AREAS NOTED ON DRAWINGS. RESTORE GRADES

AND LAWNS PER DRAWINGS. RESTORE PAVINGS, SIDEWALKS, CURBS AND UTILITIES

IF DAMAGED BY CONSTRUCTION.

4. REPOINT AREAS OF EXISTING BASEMENT BRICK PER ALLOWANCE, AND REPAIR

BRICK CRACK ON SOUTH WALL WHERE NOTED ON DRAWINGS. ALL MASONRY

REPAIRS SHALL UTILIZE A RESTORATION-TYPE MORTAR COMPATIBLE WITH THE

HISTORIC MASONRY.

5. RESTORE FINISH OF HISTORIC FRONT DOOR. TOUCH UP EXTERIOR PAINT AND

SEALANTS AT EXTERIOR WHERE NOTED ON DRAWINGS.

6. PROTECT EXISTING HISTORIC WINDOW FRAMES AND SASHES, AND STORM

WINDOWS.

7. REPAIR EXISTING WOOD DOORS AND HARDWARE.

8. REINFORCE EXISTING HISTORIC STAIR AND RESTORE FINISHES.

9. CONSTRUCT INTERIOR WOOD STUD PARTITIONS AS INDICATED ON DRAWINGS.

10. STRIP WALLCOVERINGS FROM HISTORIC WOOD PLANK PARTITIONS. PREP AND

PAINT.

11. PATCH OR REPLACE MISSING OR IRREPARABLE DOOR AND WOOD TRIM

COMPONENTS TO MATCH ORIGINALS IN EACH ROOM AS NOTED ON DRAWINGS. PREP,

PRIME, AND PAINT INTERIOR WOOD WAINSCOTS, CASINGS, STANDING AND RUNNING

TRIM, STAIR TRIM, AND DOORS.

12. REPLACE MISSING OR IRREPARABLE AREAS OF WOOD PLANK FLOORING WITH IN-

KIND MATERIAL. PATCH, RESTORE AND REFINISH ALL EXISTING WOOD FLOORS AS

SPECIFIED AND NOTED ON DRAWINGS.

INTERIOR RENOVATION PHASE WORK

PROJECT #2307

BREWER INGRAM FULLER ARCHITECTS INC. PAGE: 2

13. EXCEPT WHERE NOTED, STRIP WALLCOVERINGS FROM MASONRY WALLS TO BARE

PLASTER. REPAIR, PATCH, SKIMCOAT AND PAINT PLASTER ON MASONRY WALLS.

14. REPLACE FINISH ON EXISTING WOOD STUD WALLS WITH PAINTED GYPSUM BOARD.

WHERE NECESSARY FOR FINISH WORK, REMOVE, LABEL, STORE AND REINSTALL

EXISTING TRIM.

15. REPAIR GYPSUM BOARD CEILINGS AS NECESSARY TO PROVIDE A CONSISTENT

APPEARANCE.

16. REPAIR AND REINFORCE STRUCTURAL MEMBERS WHERE DAMAGED OR MODIFIED.

INSTALL SUPPLEMENTAL FRAMING, CONNECTIONS AND SUPPORTS AS INDICATED ON

DRAWINGS.

17. MODIFY EXISTING NFPA 13 SPRINKLER SYSTEM WHERE NOTED. PATCH FINISHES

WHERE DISTURBED.

18. MODIFY EXISTING HVAC SYSTEMS, AND INSTALL NEW DUCTWORK, GRILLES AND

REGISTERS AS INDICATED.

19. MODIFY EXISTING PLUMBING AND PIPING SYSTEMS AS INDICATED AND INSTALL NEW

FIXTURES.

20. MODIFY ELECTRICAL SYSTEMS AND INSTALL LIGHT FIXTURES AS INDICATED.

21. TEMPORARY FACILITIES, ALL REQUIRED BARRIERS, TEMPORARY BUILDING

CLOSURES, TEMPORARY EXIT FACILITIES, SHORING, DUST CONTROL AND CLEANUP.

22. SEE DRAWINGS AND SPECIFICATIONS FOR INFORMATION ON ALTERNATES. PROVIDE

AND INSTALL ALTERNATE WORK IF ELECTED BY OWNER.

23. MISCELLANEOUS REQUIREMENTS OF THE PROJECT AS DEFINED IN THE CONTRACT

DOCUMENTS.

1.3 SEPARATE CONTRACTS: WORK DENOTED AS "NOT IN CONTRACT" (N.I.C.) WILL BE FURNISHED

AND INSTALLED BY THE OWNER OR BY OTHERS UNDER SEPARATE CONTRACTS. WORK BY

OWNER WILL BE COORDINATED AND SCHEDULED BY GENERAL CONTRACTOR. CONTRACTOR

SHALL ROUGH-IN AND MAKE CONNECTIONS OF MECHANICAL AND ELECTRICAL SERVICES AS

REQUIRED FOR WORK NOT IN CONTRACT.

1.4 APPLICABLE CODES AND STANDARDS

A. MAJOR CODES GOVERNING THIS PROJECT ARE: INTERNATIONAL BUILDING CODE,

INTERNATIONAL EXISTING BUILDING CODE, INTERNATIONAL MECHANICAL CODE,

INTERNATIONAL PLUMBING CODE, INTERNATIONAL FUEL GAS CODE, NATIONAL

ELECTRICAL CODE, INTERNATIONAL FIRE CODE, ANSI A117.1, AND AMERICANS WITH

DISABILITIES ACT AS IT PERTAINS TO HISTORIC STRUCTURES.

B. IN CASES OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY.

C. THIS PROJECT IS INTENDED TO MEET THE AMERICANS WITH DISABILITIES ACT

ALTERNATIVE MINIMUM REQUIREMENTS FOR ALTERATIONS TO A QUALIFIED HISTORIC

BUILDING OR FACILITY.

D. THE CAMPBELL STATION INN IS A HISTORIC STRUCTURE LISTED IN THE NATIONAL

REGISTER OF HISTORIC PLACES. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO

PROTECT THE PORTIONS OF THE BUILDING WHICH ARE SCHEDULED TO REMAIN IN

PLACE. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE SECRETARY OF THE

INTERIOR'S STANDARDS FOR REHABILITATION AND ILLUSTRATED GUIDELINES FOR

INTERIOR RENOVATION PHASE WORK

PROJECT #2307

BREWER INGRAM FULLER ARCHITECTS INC. PAGE: 3

REHABILITATING HISTORIC BUILDINGS, LATEST EDITION.

E. ALL REFERENCES TO CODES, SPECIFICATIONS, AND STANDARDS IN THE SPECIFICATION

SECTIONS AND ON THE DRAWINGS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST

EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF

THE DATE OF THESE CONTRACT DOCUMENTS IN THE JURISDICTIONS IN WHICH THIS

PROJECT IS LOCATED.

1.5 SPECIAL PRECAUTIONS

A. EXISTING COMPONENTS SHALL BE PROTECTED AT ALL TIMES DURING THE COURSE OF

THE PROJECT FROM DAMAGE DUE TO WEATHER, EARTHWORK, EXCAVATION, FILL,

LOADING, IMPACT, VIBRATION, DEMOLITION, AND OTHER CONSTRUCTION HAZARDS AND

EFFECTS.

B. TAKE EVERY PRECAUTION TO ENSURE THAT THE GENERAL PUBLIC WILL BE EXPOSED TO

NO DANGEROUS CONDITIONS AS A RESULT OF THE WORK.

C. IT SHALL BE MANDATORY FOR THE CONTRACTOR TO KEEP CONSTRUCTION OPERATIONS

PERSONNEL, MATERIALS, DEBRIS, ETC., FROM ENCROACHING ON ACCESS WAYS OR

REQUIRED EXITS FOR FIRE SAFETY AND COMPLIANCE WITH APPLICABLE ORDINANCES OR

LAWS. CONTRACTOR SHALL COORDINATE THE USE OF PREMISES FOR WORK AND

STORAGE OF MATERIALS FOR ALL SUBCONTRACTORS. CONTRACTOR SHALL RESTRICT

ALL CONSTRUCTION TRAFFIC, DELIVERIES, ETC., TO THE AREAS DESIGNATED BY THE

ARCHITECT AND/OR OWNER.

END SECTION

PROJECT: SECTION: 01 21 00

CAMPBELL STATION INN ALLOWANCES

INTERIOR RENOVATION PHASE

PROJECT #2307

BREWER INGRAM FULLER ARCHITECTS INC. PAGE: 1

PART 1 - GENERAL

1.1 SUMMARY

A. ALLOWANCES ARE PROVIDED FOR ITEMS, QUANTITIES, OR QUALITIES TO BE

DETERMINED AT A LATER DATE. ALLOWANCES MAY BE IN THE FORM OF LUMP SUM, UNIT

COST, QUANTITY OR CONTINGENCY.

B. ALLOWANCES SHALL BE INCLUDED IN THE BASE CONSTRUCTION COST OR BID.

C. ALLOWANCES SHALL BE ADJUSTED BY CHANGE ORDER TO REFLECT ACTUAL COSTS

AFTER FINAL QUANTITIES OR PRODUCTS ARE DETERMINED.

D. AS SOON AS PRACTICAL AFTER THE AWARD OF THE CONTRACT, THE CONTRACTOR

SHALL NOTIFY THE ARCHITECT OF THE DATES REQUIRED FOR FINAL SELECTION OF

ITEMS SPECIFIED BY ALLOWANCE IN ORDER TO AVOID A DELAY IN THE WORK.

1.2 SUBMITTALS

A. SUBMIT CHANGE ORDER PROPOSALS FOR ADJUSTMENT OF ALLOWANCE ITEMS WITH

DETAILED SUPPORTING COST DOCUMENTATION.

B. SUBMIT INVOICES OR DELIVERY FORMS FOR DOCUMENTATION OF PRODUCTS AND

QUANTITIES DELIVERED TO SITE AND USED ON PROJECT.

C. SUBMIT TIME SHEETS, OR WORK SUMMARY CHARTS TO DOCUMENT HOURS OF WORK

PERFORMED WHERE LABOR COST OR INSTALLATION COST IS PART OF AN ALLOWANCE.

D. PROVIDE THIRD PARTY VERIFICATION DOCUMENTATION OF ACTUAL QUANTITIES USED

FOR SITE RELATED QUANTITY ALLOWANCES, MEASURED IN ACCORDANCE WITH

SPECIFICATIONS.

1.3 LUMP SUM, QUANTITY AND UNIT COST ALLOWANCES

A. THESE ALLOWANCES SHALL INCLUDE THE COST OF THE MATERIAL, DELIVERY, TAX, AND

FREIGHT.

B. UNLESS SPECIFICALLY NOTED OTHERWISE, COSTS SUCH AS THE GENERAL

CONTRACTOR’S OVERHEAD, HANDLING, STORAGE, LABOR, INSTALLATION, OVERHEAD,

PROFIT AND OTHER SIMILAR COSTS SHALL NOT BE PART OF THE ALLOWANCE, AND

SHALL BE INCLUDED IN THE OVERALL PROJECT COST.

C. UNLESS OTHERWISE NOTED, RETURN UNUSED QUANTITIES FOR REFUND ON QUANTITIES

NOT REQUIRED FOR ACCEPTABLE COMPLETION OF THE PROJECT.

1.4 CONTINGENCY ALLOWANCES

A. CONTINGENCY ALLOWANCES SHALL INCLUDE ALL COSTS ASSOCIATED WITH THE

ALLOWANCE INCLUDING MATERIAL QUANTITIES, FREIGHT, DELIVERY, TAXES, LABOR,

INSURANCE, STORAGE, EQUIPMENT RENTAL, OVERHEAD AND PROFIT.

1.5 SCHEDULE OF ALLOWANCES

A. CONSULT DRAWINGS AND SPECIFICATIONS FOR MORE DETAILED INFORMATION ON EACH

ALLOWANCE.

PROJECT: SECTION: 01 25 00

CAMPBELL STATION INN SUBSTITUTION

INTERIOR RENOVATION PHASE PROCEDURES

PROJECT #2307

BREWER INGRAM FULLER ARCHITECTS INC. PAGE: 1

PART 1 - GENERAL

1.1 DEFINITIONS

A. SUBSTITUTIONS: CHANGES IN PRODUCTS, MATERIALS, EQUIPMENT, AND METHODS OF

CONSTRUCTION FROM THOSE REQUIRED BY THE CONTRACT DOCUMENTS AND

PROPOSED BY CONTRACTOR.

1. SUBSTITUTIONS FOR CAUSE: CHANGES PROPOSED BY CONTRACTOR THAT ARE

REQUIRED DUE TO CHANGED PROJECT CONDITIONS, SUCH AS UNAVAILABILITY OF

PRODUCT, REGULATORY CHANGES, OR UNAVAILABILITY OF REQUIRED WARRANTY

TERMS.

2. SUBSTITUTIONS FOR CONVENIENCE: CHANGES PROPOSED BY CONTRACTOR OR

OWNER THAT ARE NOT REQUIRED IN ORDER TO MEET OTHER PROJECT

REQUIREMENTS BUT MAY OFFER ADVANTAGE TO CONTRACTOR OR OWNER.

1.2 SUBSTITUTION REQUESTS

A. SUBMIT THREE COPIES OF EACH REQUEST FOR CONSIDERATION. IDENTIFY PRODUCT OR

FABRICATION OR INSTALLATION METHOD TO BE REPLACED. INCLUDE SPECIFICATION

SECTION NUMBER AND TITLE AND DRAWING NUMBERS AND TITLES. SHOW COMPLIANCE

WITH REQUIREMENTS FOR SUBSTITUTIONS AND THE FOLLOWING, AS APPLICABLE:

1. STATEMENT INDICATING WHY SPECIFIED PRODUCT OR FABRICATION OR

INSTALLATION CANNOT BE PROVIDED, IF APPLICABLE.

2. COORDINATION INFORMATION, INCLUDING A LIST OF CHANGES OR MODIFICATIONS

NEEDED TO OTHER PARTS OF THE WORK AND TO CONSTRUCTION PERFORMED BY

OWNER AND SEPARATE CONTRACTORS, THAT WILL BE NECESSARY TO

ACCOMMODATE PROPOSED SUBSTITUTION.

3. DETAILED COMPARISON OF SIGNIFICANT QUALITIES OF PROPOSED SUBSTITUTION

WITH THOSE OF THE WORK SPECIFIED. INCLUDE ANNOTATED COPY OF APPLICABLE

SPECIFICATION SECTION. SIGNIFICANT QUALITIES MAY INCLUDE ATTRIBUTES SUCH

AS PERFORMANCE, WEIGHT, SIZE, DURABILITY, VISUAL EFFECT, SUSTAINABLE

DESIGN CHARACTERISTICS, WARRANTIES, AND SPECIFIC FEATURES AND

REQUIREMENTS INDICATED. INDICATE DEVIATIONS, IF ANY, FROM THE WORK

SPECIFIED.

4. PRODUCT DATA, INCLUDING DRAWINGS AND DESCRIPTIONS OF PRODUCTS AND

FABRICATION AND INSTALLATION PROCEDURES.

5. SAMPLES, WHERE APPLICABLE OR REQUESTED.

6. CERTIFICATES AND QUALIFICATION DATA, WHERE APPLICABLE OR REQUESTED.

7. LIST OF SIMILAR INSTALLATIONS FOR COMPLETED PROJECTS WITH PROJECT NAMES

AND ADDRESSES AND NAMES AND ADDRESSES OF ARCHITECTS AND OWNERS.

8. MATERIAL TEST REPORTS FROM A QUALIFIED TESTING AGENCY INDICATING AND

INTERPRETING TEST RESULTS FOR COMPLIANCE WITH REQUIREMENTS INDICATED.

9. RESEARCH REPORTS EVIDENCING COMPLIANCE WITH BUILDING CODES IN EFFECT

FOR PROJECT.

10. DETAILED COMPARISON OF CONTRACTOR'S CONSTRUCTION SCHEDULE USING

PROPOSED SUBSTITUTION WITH PRODUCTS SPECIFIED FOR THE WORK, INCLUDING

EFFECT ON THE OVERALL CONTRACT TIME. IF SPECIFIED PRODUCT OR METHOD OF

CONSTRUCTION CANNOT BE PROVIDED WITHIN THE CONTRACT TIME, INCLUDE

LETTER FROM MANUFACTURER, ON MANUFACTURER'S LETTERHEAD, STATING DATE

OF RECEIPT OF PURCHASE ORDER, LACK OF AVAILABILITY, OR DELAYS IN DELIVERY.

11. COST INFORMATION, INCLUDING A PROPOSAL OF CHANGE, IF ANY, IN THE CONTRACT

SUM.

12. CONTRACTOR'S CERTIFICATION THAT PROPOSED SUBSTITUTION COMPLIES WITH

REQUIREMENTS IN THE CONTRACT DOCUMENTS EXCEPT AS INDICATED IN

SUBSTITUTION REQUEST, IS COMPATIBLE WITH RELATED MATERIALS, AND IS

APPROPRIATE FOR APPLICATIONS INDICATED.

13. CONTRACTOR'S WAIVER OF RIGHTS TO ADDITIONAL PAYMENT OR TIME THAT MAY

SUBSEQUENTLY BECOME NECESSARY BECAUSE OF FAILURE OF PROPOSED

SUBSTITUTION TO PRODUCE INDICATED RESULTS.

INTERIOR RENOVATION PHASE PROCEDURES

PROJECT #2307

BREWER INGRAM FULLER ARCHITECTS INC. PAGE: 2

B. ARCHITECT'S ACTION: IF NECESSARY, ARCHITECT WILL REQUEST ADDITIONAL

INFORMATION OR DOCUMENTATION FOR EVALUATION WITHIN SEVEN DAYS OF RECEIPT

OF A REQUEST FOR SUBSTITUTION. ARCHITECT WILL NOTIFY OF ACCEPTANCE OR

REJECTION OF PROPOSED SUBSTITUTION WITHIN 15 DAYS OF RECEIPT OF REQUEST, OR

SEVEN DAYS OF RECEIPT OF ADDITIONAL INFORMATION OR DOCUMENTATION,

WHICHEVER IS LATER.

1. FORMS OF ACCEPTANCE: CHANGE ORDER, CONSTRUCTION CHANGE DIRECTIVE, OR

ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS FOR MINOR CHANGES IN THE WORK.

2. USE PRODUCT SPECIFIED IF ARCHITECT DOES NOT ISSUE A DECISION ON USE OF A

PROPOSED SUBSTITUTION WITHIN TIME ALLOCATED.

1.3 QUALITY ASSURANCE

COMPATIBILITY OF SUBSTITUTIONS: INVESTIGATE AND DOCUMENT COMPATIBILITY OF

PROPOSED SUBSTITUTION WITH RELATED PRODUCTS AND MATERIALS. ENGAGE QUALIFIED

TESTING AGENCY TO PERFORM COMPATIBILITY TESTS RECOMMENDED BY MANUFACTURERS.

1.4 COORDINATION

MODIFY OR ADJUST AFFECTED WORK AS NECESSARY TO INTEGRATE WORK OF THE

APPROVED SUBSTITUTIONS.

1.5 SUBSTITUTIONS

A. SUBSTITUTIONS FOR CAUSE: SUBMIT REQUESTS FOR SUBSTITUTION IMMEDIATELY

UPON DISCOVERY OF NEED FOR CHANGE, BUT NOT LATER THAN 15 DAYS PRIOR TO TIME

REQUIRED FOR PREPARATION AND REVIEW OF RELATED SUBMITTALS.

1. CONDITIONS: ARCHITECT WILL CONSIDER CONTRACTOR'S REQUEST FOR

SUBSTITUTION WHEN THE FOLLOWING CONDITIONS ARE SATISFIED. IF THE

FOLLOWING CONDITIONS ARE NOT SATISFIED, ARCHITECT WILL RETURN REQUESTS

WITHOUT ACTION, EXCEPT TO RECORD NONCOMPLIANCE WITH THESE

REQUIREMENTS:

2. REQUESTED SUBSTITUTION IS CONSISTENT WITH THE CONTRACT DOCUMENTS AND

WILL PRODUCE INDICATED RESULTS.

a. SUBSTITUTION REQUEST IS FULLY DOCUMENTED AND PROPERLY SUBMITTED.

b. REQUESTED SUBSTITUTION WILL NOT ADVERSELY AFFECT CONTRACTOR'S

CONSTRUCTION SCHEDULE.

c. REQUESTED SUBSTITUTION HAS RECEIVED NECESSARY APPROVALS OF

AUTHORITIES HAVING JURISDICTION.

d. REQUESTED SUBSTITUTION IS COMPATIBLE WITH OTHER PORTIONS OF THE

WORK.

e. REQUESTED SUBSTITUTION HAS BEEN COORDINATED WITH OTHER PORTIONS

OF THE WORK.

f. REQUESTED SUBSTITUTION PROVIDES SPECIFIED WARRANTY.

g. IF REQUESTED SUBSTITUTION INVOLVES MORE THAN ONE CONTRACTOR, REQUESTED SUBSTITUTION HAS BEEN COORDINATED WITH OTHER PORTIONS

OF THE WORK, IS UNIFORM AND CONSISTENT, IS COMPATIBLE WITH OTHER

PRODUCTS, AND IS ACCEPTABLE TO ALL CONTRACTORS INVOLVED.

B. SUBSTITUTIONS FOR CONVENIENCE: ARCHITECT WILL CONSIDER REQUESTS FOR

SUBSTITUTION, WHEN THE FOLLOWING CONDITIONS HAVE BEEN SATISFIED, AND IF

RECEIVED WITHIN 60 DAYS AFTER THE NOTICE TO PROCEED. REQUESTS RECEIVED

AFTER THAT TIME MAY BE CONSIDERED OR REJECTED AT DISCRETION OF ARCHITECT. IF

THE FOLLOWING CONDITIONS ARE NOT SATISFIED, ARCHITECT WILL RETURN REQUESTS

WITHOUT ACTION, EXCEPT TO RECORD NONCOMPLIANCE WITH THESE REQUIREMENTS:

1. REQUESTED SUBSTITUTION OFFERS OWNER A SUBSTANTIAL ADVANTAGE IN COST,

TIME, ENERGY CONSERVATION, OR OTHER CONSIDERATIONS, AFTER DEDUCTING

ADDITIONAL RESPONSIBILITIES OWNER MUST ASSUME. OWNER'S ADDITIONAL

RESPONSIBILITIES MAY INCLUDE COMPENSATION TO ARCHITECT FOR REDESIGN

AND EVALUATION SERVICES, INCREASED COST OF OTHER CONSTRUCTION BY

OWNER, AND SIMILAR CONSIDERATIONS.

INTERIOR RENOVATION PHASE PROCEDURES

PROJECT #2307

BREWER INGRAM FULLER ARCHITECTS INC. PAGE: 3

2. REQUESTED SUBSTITUTION DOES NOT REQUIRE EXTENSIVE REVISIONS TO THE

CONTRACT DOCUMENTS.

3. REQUESTED SUBSTITUTION IS CONSISTENT WITH THE CONTRACT DOCUMENTS AND

WILL PRODUCE INDICATED RESULTS.

4. SUBSTITUTION REQUEST IS FULLY DOCUMENTED AND PROPERLY SUBMITTED.

5. REQUESTED SUBSTITUTION WILL NOT ADVERSELY AFFECT CONTRACTOR'S

CONSTRUCTION SCHEDULE.

6. REQUESTED SUBSTITUTION HAS RECEIVED NECESSARY APPROVALS OF

AUTHORITIES HAVING JURISDICTION.

7. REQUESTED SUBSTITUTION IS COMPATIBLE WITH OTHER PORTIONS OF THE WORK.

8. REQUESTED SUBSTITUTION HAS BEEN COORDINATED WITH OTHER PORTIONS OF

THE WORK.

9. REQUESTED SUBSTITUTION PROVIDES SPECIFIED WARRANTY.

10. IF REQUESTED SUBSTITUTION INVOLVES MORE THAN ONE CONTRACTOR,

REQUESTED SUBSTITUTION HAS BEEN COORDINATED WITH OTHER PORTIONS OF

THE WORK, IS UNIFORM AND CONSISTENT, IS COMPATIBLE WITH OTHER PRODUCTS,

AND IS ACCEPTABLE TO ALL CONTRACTORS INVOLVED.

PROJECT: SECTION: 01 26 20

CAMPBELL STATION INN WEATHER DELAYS

INTERIOR RENOVATION PHASE

PROJECT #2307

BREWER INGRAM FULLER ARCHITECTS INC. PAGE: 1

PART 1 - GENERAL

1.1 EXTENSIONS OF CONTRACT TIME

IF THE BASIS EXISTS FOR AN EXTENSION OF TIME IN ACCORDANCE WITH PARAGRAPH 8.3 OF

THE GENERAL CONDITIONS, AN EXTENSION OF TIME ON THE BASIS OF WEATHER MAY BE

GRANTED ONLY FOR THE NUMBER OF WEATHER DELAY DAYS IN EXCESS OF THE NUMBER OF

DAYS LISTED AS THE STANDARD BASELINE FOR THAT MONTH.

1.2 STANDARD BASELINE FOR AVERAGE CLIMATIC RANGE

A. A STANDARD BASELINE OF AVERAGE CLIMATIC RANGE FOR THE STATE OF TENNESSEE

HAS BEEN DETERMINED BASED ON WEATHER DATA AVAILABLE FROM THE NATIONAL

OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).

B. STANDARD BASELINE SHALL BE REGARDED AS THE NORMAL AND ANTICIPATABLE

NUMBER OF CALENDAR DAYS FOR EACH MONTH DURING WHICH CONSTRUCTION

ACTIVITY SHALL BE EXPECTED TO BE PREVENTED AND SUSPENDED BY CAUSE OF

ADVERSE WEATHER. SUSPENSION OF CONSTRUCTION ACTIVITY FOR THE NUMBER OF

DAYS EACH MONTH AS LISTED IN THE STANDARD BASELINE IS INCLUDED IN THE WORK

AND IS NOT ELIGIBLE FOR EXTENSION OF CONTRACT TIME.

C. STANDARD BASELINE IS AS FOLLOWS:

JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC

12 11 8 7 7 6 7 5 4 5 6 11

1.3 ADVERSE WEATHER AND WEATHER DELAY DAYS

A. ADVERSE WEATHER IS DEFINED AS THE OCCURRENCE OF ONE OR MORE OF THE

FOLLOWING CONDITIONS WHICH PREVENTS EXTERIOR CONSTRUCTION ACTIVITY OR

ACCESS TO THE SITE WITHIN TWENTY-FOUR (24) HOURS:

1. PRECIPITATION (RAIN, SNOW OR ICE) IN EXCESS OF ONE-TENTH INCH (0.10") LIQUID

MEASURE.

2. PRECIPITATION (RAIN, SNOW OR ICE) IN EXCESS OF THAT ALLOWED FOR THE DAY’S

CONSTRUCTION ACTIVITY.

3. TEMPERATURES WHICH DO NOT RISE ABOVE 32 DEGREES FAHRENHEIT BY 10:00 A.M.

4. TEMPERATURES WHICH DO NOT RISE ABOVE THAT SPECIFIED FOR THE DAY’S

CONSTRUCTION ACTIVITY BY 10:00 A.M., IF ANY IS SPECIFIED.

5. SUSTAINED WIND IN EXCESS OF TWENTY-FIVE (25) MILES PER HOUR.

6. SUSTAINED WIND IN EXCESS OF THAT ALLOWED FOR THE DAY’S CONSTRUCTION

ACTIVITY.

7. STANDING SNOW IN EXCESS OF ONE INCH (1.00").

B. ADVERSE WEATHER MAY INCLUDE, IF APPROPRIATE, “DRY-OUT” DAYS WHEN THE

FOLLOWING CONDITION IS MET:

1. ONLY IF THERE IS A HINDRANCE TO REGULARLY SCHEDULED WORK, SUCH AS A

REQUIRED PERIOD OF DRY WEATHER PRIOR TO SPECIFIED WORK.

C. A WEATHER DELAY DAY MAY ONLY BE COUNTED IF ADVERSE WEATHER PREVENTS

CRITICAL PATH WORK ON THE PROJECT FOR FIFTY PERCENT (50%) OR MORE OF THE

CONTRACTOR’S SCHEDULED WORK DAY, INCLUDING A WEEKEND DAY OR HOLIDAY IF

CONTRACTOR HAS SCHEDULED CONSTRUCTION ACTIVITY THAT DAY.

1.4 DOCUMENTATION AND SUBMITTALS

A. SUBMIT DAILY JOBSITE WORK LOGS SHOWING WHICH AND TO WHAT EXTENT

CONSTRUCTION ACTIVITIES HAVE BEEN AFFECTED BY WEATHER ON A MONTHLY BASIS.

B. SUBMIT ACTUAL WEATHER DATA TO SUPPORT CLAIM FOR TIME EXTENSION OBTAINED

FROM NEAREST NOAA WEATHER STATION OR OTHER INDEPENDENTLY VERIFIED

SOURCE APPROVED BY ARCHITECT AT BEGINNING OF PROJECT.

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C. USE STANDARD BASELINE DATA PROVIDED IN THIS SECTION WHEN DOCUMENTING

ACTUAL DELAYS DUE TO WEATHER IN EXCESS OF THE AVERAGE CLIMATIC RANGE.

D. ORGANIZE CLAIM AND DOCUMENTATION TO FACILITATE EVALUATION ON A BASIS OF

CALENDAR MONTH PERIODS, AND SUBMIT IN ACCORDANCE WITH THE PROCEDURES FOR

CLAIMS ESTABLISHED IN THE GENERAL CONDITIONS.

E. IF AN EXTENSION OF THE CONTRACT TIME IS APPROPRIATE, IT SHALL BE EFFECTED IN

ACCORDANCE WITH THE PROVISIONS OF ARTICLE 7 OF THE GENERAL CONDITIONS, AND

THE APPLICABLE GENERAL REQUIREMENTS AND THE SUPPLEMENTARY CONDITIONS

HERETO.

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PART 1 - GENERAL

1.1 PROJECT COORDINATION

A. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL REVIEW OTHER SECTIONS

OF WORK APPLICABLE TO THEIR WORK AND ASCERTAIN REQUIREMENTS IN OTHER

SECTIONS APPLICABLE TO THEIR OWN WORK. EACH SHALL BE HELD RESPONSIBLE FOR

COORDINATION AND INCLUSION OF THE WORK INDICATED AS IF IT WERE IN THE

PARTICULAR SUBCONTRACTOR'S SECTION. THE ARCHITECT SHALL BE ADVISED OF ANY

DISCREPANCIES OR CONFLICTS AT THE EARLIEST MOMENT.

B. ALL SUBCONTRACTORS, SUPPLIERS, ETC., SHALL BE RESPONSIBLE FOR KNOWING WHAT

INFORMATION IS GIVEN ON ALL SHEETS OF THE PLANS AND SPECIFICATIONS

CONCERNING THEIR PARTICULAR WORK. IF AN ITEM OR PIECE OF WORK IS SHOWN ON

THE ARCHITECTURAL AND NOT ON THE MECHANICAL, ELECTRICAL OR STRUCTURAL

DRAWINGS, IT SHALL BE INCLUDED IN THE CONTRACT. THE REVERSE CONDITION SHALL

ALSO APPLY.

1.2 PERSONNEL CONTACT LIST

A. BEFORE THE DATE OF ON-SITE MOBILIZATION, SUBMIT A LIST CONTAINING THE NAMES,

TELEPHONE NUMBERS (MOBILE AND OFFICE), EMAIL ADDRESSES, COMPANY

REPRESENTATION, AND CONSTRUCTION ROLES OF ALL PROJECT PERSONNEL. FOR

EACH CONTRACTOR AND SUBCONTRACTOR, LIST AT LEAST ONE BACKUP CONTACT IN

THE EVENT THE MAIN CONTACT FOR A PARTICULAR COMPANY CANNOT BE REACHED.

KEEP THIS LIST UPDATED AND POSTED ON THE PROJECT SITE IN THE JOB TRAILER.

1.3 PROJECT MEETINGS

A. PRE-CONSTRUCTION MEETING

1. A PRE-CONSTRUCTION CONFERENCE WILL BE SCHEDULED IMMEDIATELY WITH THE

AWARD OF THE CONTRACT.

2. CONTRACTOR SHALL BE PRESENT AND ACCOMPANIED BY THE PROJECT

COORDINATOR, JOB SUPERINTENDENT, AND ALL MAJOR SUBCONTRACTORS.

B. PROGRESS MEETINGS:

1. THE OWNER, THE CONTRACTOR, SUBCONTRACTORS, MATERIAL SUPPLIERS, AND

VENDORS WHOSE PRESENCE IS NECESSARY, MUST ATTEND MEETINGS WHEN

CALLED BY ARCHITECT OR HIS OR HER REPRESENTATIVE FOR THE PURPOSE OF

DISCUSSING THE EXECUTION OF THE WORK.

2. MEETINGS WILL BE HELD WEEKLY OR AS REQUIRED, AT A TIME AND PLACE

DESIGNATED BY THE OWNER AND THE ARCHITECT OR THEIR REPRESENTATIVES.

3. DECISIONS, INSTRUCTIONS, AND INTERPRETATIONS GIVEN BY ARCHITECT OR HIS OR

HER REPRESENTATIVE AT THESE MEETINGS SHALL BE BINDING AND CONCLUSIVE ON

THE CONTRACTOR.

4. PROCEEDINGS OF THESE MEETINGS WILL BE RECORDED AND CONTRACTOR WILL BE

FURNISHED AN ELECTRONIC COPY FOR USE AND FOR DISTRIBUTION TO THE

VARIOUS SUBCONTRACTORS, MATERIAL SUPPLIERS, AND VENDORS INVOLVED.

5. AT EACH MEETING, CONTRACTOR SHALL BE PREPARED TO GIVE CONSTRUCTION

PROGRESS REPORTS, SCHEDULE UPDATES, AND REPORTS ON UPCOMING WORK.

1.4 CONSTRUCTION SCHEDULE

A. AT THE PRE-CONSTRUCTION MEETING AND EVERY PROGRESS MEETING, SUBMIT AN

UPDATED GANTT-CHART STYLE CONSTRUCTION SCHEDULE WITH EVERY MAJOR

CONSTRUCTION ACTIVITY LISTED ON A SEPARATE LINE. IDENTIFY THE CRITICAL PATH

AND FLOAT TIMES.

1.5 SUBMITTAL SCHEDULE AND LOG

A. WITHIN FOURTEEN CALENDAR DAYS AFTER NOTICE TO PROCEED, THE CONTRACTOR

SHALL SUBMIT TO THE ARCHITECT A SUBMITTAL SCHEDULE. LIST SUBMITTALS IN

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CHRONOLOGICAL ORDER BY CONSTRUCTION SCHEDULE. MAINTAIN SUBMITTAL LOG

SIMILAR TO AIA G712 THROUGHOUT THE CONSTRUCTION PROCESS AND FILL IN THE

FORM INFORMATION AS IT BECOMES AVAILABLE. KEEP AN UPDATED COPY OF THIS LOG

AND ALL SUBMITTALS IN ORDERLY FASHION ON THE PROJECT SITE.

1.6 PROJECT RECORD DOCUMENTS

A. AS THE WORK PROGRESSES, KEEP A COMPLETE AND ACCURATE RECORD OF CHANGES

OR DEVIATIONS FROM THE CONTRACT DOCUMENTS AND THE SHOP DRAWINGS,

INDICATING THE WORK AS ACTUALLY INSTALLED. CHANGES SHALL BE NEATLY AND

CORRECTLY SHOWN ON THE RESPECTIVE PORTION OF THE AFFECTED DOCUMENT,

USING BLACKLINE OR BLUELINE PRINTS OF THE DRAWINGS AFFECTED, OR THE

SPECIFICATIONS, WITH APPROPRIATE SUPPLEMENTARY NOTES. GIVE PARTICULAR

ATTENTION TO CONCEALED WORK WHICH WOULD BE DIFFICULT TO MEASURE AND

RECORD AT A LATER DATE. THIS RECORD SET OF DRAWINGS, SHOP DRAWINGS, AND

SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE FOR OBSERVATION BY THE

ARCHITECT, OWNER, OR THEIR REPRESENTATIVES. THESE RECORD DOCUMENTS SHALL

BE SUBMITTED AT PROJECT CLOSEOUT.

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PART 1 - GENERAL

1.1 SUBMITTALS

A. CONTRACTORS SHALL SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, AND ALL

OTHER ITEMS REQUIRED FOR REVIEW IN ACCORDANCE WITH THIS SECTION AND

RELATED REQUIREMENTS IN THE GENERAL CONDITIONS AND PARAGRAPH 1.2 WITH

REASONABLE PROMPTNESS.

B. SUBCONTRACTORS SHALL MAKE SUBMITTALS PROMPTLY SO AS TO CAUSE NO DELAY IN

THE WORK OR IN THE WORK OF ANY OTHER SUBCONTRACTOR.

C. SUBMITTALS SHALL CONTAIN

1. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS.

2. THE PROJECT TITLE AND NUMBER.

3. CONTRACTOR IDENTIFICATION.

4. THE NAMES OF

a. CONTRACTOR

b. SUPPLIER

c. MANUFACTURER

5. IDENTIFICATION OF THE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER, AND

LOCATIONS AT WHICH MATERIALS AND/OR EQUIPMENT ARE TO BE INSTALLED.

6. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR

ROOM NUMBERS SHOWN ON CONTRACT DRAWINGS.

7. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH, MADE BY THE CONTRACTOR OR

SUBCONTRACTOR.

8. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS.

9. APPLICABLE STANDARDS, SUCH AS ASTM OR FEDERAL SPECIFICATION NUMBERS.

10. IDENTIFICATION OF DEVIATION FROM CONTRACT DOCUMENTS.

11. IDENTIFICATION OF REVISIONS ON RESUBMITTALS.

12. AN 8" X 8" BLANK SPACE FOR CONTRACTOR AND ARCHITECT/ENGINEER STAMPS.

13. FIVE COMPLETE COPIES.

14. CONTRACTOR'S APPROVAL STAMP.

1.2 STANDARDS OF PRODUCT APPROVAL

A. THE NAMING OF PRODUCTS AND/OR MATERIALS IS DONE FOR THE EXPRESS PURPOSE

OF ESTABLISHING A BASIS OF DURABILITY, EFFICIENCY, APPEARANCE AND

SIMPLIFICATION OF MAINTENANCE, AND NOT FOR THE PURPOSE OF LIMITING

COMPETITION. OTHER MANUFACTURER'S MATERIALS OR ARTICLES MAY BE USED

PROVIDING THE MATERIAL OR ARTICLE IS PRESENTED TO AND APPROVED BY THE

OWNER AND ARCHITECT SUBJECT TO CONDITIONS HEREINAFTER DESCRIBED.

B. STANDARDS: WHENEVER PRODUCTS ARE SPECIFIED AND ARE FOLLOWED BY A LIST OF

NAMED "STANDARDS" IT IS DONE FOR THE EXPRESSED PURPOSE OF ESTABLISHING THE

PRODUCTS ON WHICH THE BIDDER'S PROPOSAL SHALL BE BASED FOR THAT PARTICULAR

SPECIFICATIONS ITEM. THE NAMING OF SAID PRODUCTS SHALL REFER TO THE PRINTED

SPECIFICATIONS OR DRAWINGS OF THE MANUFACTURERS OR PRODUCTS LISTED IN THE

"STANDARDS" AND SHALL BE MADE COMPLETELY A PART OF THESE SPECIFICATIONS AS

THOUGH REPEATED HEREIN AND WHICH SHALL BE ALTERED AS REQUIRED TO CONFORM

TO ANY AND ALL SPECIAL PROVISIONS CALLED FOR AND SPECIFIED FOR EACH PRODUCT

ITEM. WHERE TWO OR MORE ITEMS ARE LISTED AS "STANDARDS" THE SELECTION IS THE

CONTRACTOR'S OPTION.

C. REQUEST FOR AND APPROVAL OF SUBSTITUTIONS FOR "STANDARDS" SPECIFIED

PRODUCTS SHALL BE IN ACCORDANCE WITH SECTION 012500 OF THESE SPECIFICATIONS.

D. APPROVED EQUAL: WHEREVER PRODUCTS ARE SPECIFIED DESCRIBING PROPRIETARY

ITEMS, MODEL NUMBERS, CATALOG NUMBERS, OR “AS APPROVED EQUAL” TO A SPECIFIC

MANUFACTURER, ESTABLISHING PROOF OF THE EQUALITY OF THE PRODUCTS TO THAT

SPECIFIED SHALL BE THE RESPONSIBILITY OF THE BIDDER, IN ACCORDANCE WITH

SECTION 012500 OF THESE SPECIFICATIONS. APPROVAL AND DETERMINATION OF

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EQUALITY OF ALL PRODUCTS IS VESTED IN THE ARCHITECT WHOSE DECISION SHALL BE

FINAL AND BINDING UPON ALL CONCERNED. SHOULD USE OF A PRODUCT BE DENIED BY

THE ARCHITECT AS NOT BEING EQUAL TO THAT SPECIFIED, THE CONTRACTOR SHALL

USE EITHER THE PRODUCT SPECIFIED OR ONE OF EQUAL QUALITY AS APPROVED BY THE

ARCHITECT AT NO ADDITIONAL OR EXTRA COST TO THE OWNER.

E. AGENCY OR ASSOCIATION: WHEN PRODUCTS ARE SPECIFIED IN ACCORDANCE WITH

FEDERAL SPECIFICATIONS. AMERICAN STANDARDS, ASTM STANDARDS OR OTHER

RECOGNIZED ASSOCIATION STANDARDS, THE CONTRACTOR SHALL PRESENT PROOF

FROM THE MANUFACTURER CERTIFYING THAT THE PRODUCT COMPLIES WITH THE

PARTICULAR REFERENCED STANDARD. WHERE REQUESTED OR SPECIFIED,

SUPPORTING TEST DATA SHALL BE SUBMITTED TO SUBSTANTIATE COMPLIANCE.

1.3 CONTRACTOR'S RESPONSIBILITIES

A. REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION.

B. VERIFY

1. FIELD MEASUREMENTS.

2. FIELD CONSTRUCTION CRITERIA.

3. CATALOG NUMBERS AND SIMILAR DATA.

4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS.

5. ALL DIMENSIONS AND QUANTITIES.

C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF THE

CONTRACT DOCUMENTS.

D. NOTIFY THE ARCHITECT/ENGINEER IN WRITING, AT TIME OF SUBMISSION, OF ANY

DEVIATIONS IN THE SUBMITTALS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS.

E. STAMP "APPROVED" OR "APPROVED AS NOTED", SIGN, AND DATE SUBMISSION.

F. BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN OF

SUBMITTALS WITH ARCHITECT/ENGINEER APPROVAL.

G. FAILURE OF THE CONTRACTOR TO FULFILL THESE RESPONSIBILITIES WILL RESULT IN THE

SUBMITTAL(S) BEING RETURNED TO THE CONTRACTOR, UNCHECKED BY THE ARCHITECT,

FOR PROPER HANDLING.

1.4 QUALITY ASSURANCE

A. PRODUCT LITERATURE SHALL PERMIT THE ARCHITECT AND ENGINEERS TO DETERMINE

WHICH MATERIALS, EQUIPMENT, AND SYSTEMS WILL BE ACCEPTED IN THE PROJECT AND

SHALL CONSIST OF BROCHURES, CATALOG CUTS, OR OTHER DATA SUFFICIENT TO

CLEARLY IDENTIFY SUBJECT ITEMS; OPTIONAL FEATURES TO BE UTILIZED;

PERFORMANCE CHARACTERISTICS; LIMITATIONS; PHYSICAL DIMENSION; CONFORMANCE

WITH STANDARDS, CODES, FIRE RATINGS, ACOUSTICAL RATINGS, APPEARANCE

CHARACTERISTIC, AND ANY OTHER PERTINENT DATA TO IDENTIFY IT AS EITHER ITEM

SPECIFIED OR AS EQUAL TO THAT SPECIFIED. STATEMENTS SUCH AS "AS SPECIFIED"

WILL NOT SUFFICE.

B. SHOP DRAWINGS

1. SHOP DRAWINGS FACILITATE INTEGRATION, COORDINATION, AND PROGRESS OF THE

WORK AND ARE NOT TO BE CONSIDERED CONTRACT DOCUMENTS.

2. THE ARCHITECT AND ENGINEERS WILL REVIEW SHOP DRAWINGS FOR GENERAL

DESIGN REQUIREMENTS ONLY.

3. VARIATIONS FROM CONTRACT DOCUMENTS SO MINOR AS TO INVOLVE NO CHANGE IN

CONTRACT AMOUNT MAY BE ACCEPTED IF ACCEPTANCE IS IN THE OWNER'S

INTEREST, AS DETERMINED BY THE ARCHITECT. DO NOT CONSTRUE THE

ARCHITECT'S REVIEW AS ALLOWING THE FOLLOWING:

a. VARIATION FROM CONTRACT DOCUMENTS, EXCEPT AS SPECIFICALLY

AUTHORIZED OR REQUESTED BY THE ARCHITECT.

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b. RELIEVING THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS IN DETAILS OR

DIMENSIONS.

c. DEPARTURES FROM ADDITIONAL DETAILS OR INSTRUCTION PREVIOUSLY

FURNISHED BY THE ARCHITECT.

d. RELIEVING THE CONTRACTOR OF RESPONSIBILITY FOR INTEGRATING AND

COORDINATING VARIOUS TRADES AND SEPARATE CONTRACTS.

C. SAMPLES: REVIEW OF SAMPLES SHALL PERMIT THE ARCHITECT AND ENGINEERS TO

PHYSICALLY VERIFY CONFORMANCE OF MATERIALS, PRODUCTS, FIXTURES, OR DEVICES

WITH CONTRACT DOCUMENTS EITHER BY INSPECTION OR TESTING.

1. REVIEW OF SAMPLES WILL BE ONLY FOR CHARACTERISTICS OR USES NAMED IN

SUCH REVIEW AND SHALL NOT BE TAKEN TO CHANGE OR MODIFY ANY CONTRACT

REQUIREMENT, EXCEPT AS SPECIFICALLY AUTHORIZED OR REQUESTED BY THE

ARCHITECT.

2. SAMPLES SHALL SET STANDARDS FOR ITEMS OR CHARACTERISTICS OF WHICH

SAMPLES ARE REPRESENTATIVE AND AFTER SAMPLE HAS BEEN REVIEW, NO

FURTHER CHANGE IN BRAND, MAKE, OR QUALITY WILL BE PERMITTED.

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PART 1 - GENERAL

1.1 SUMMARY - SECTION INCLUDES

A. DEFINITIONS.

B. HISTORIC SIGNIFICANCE.

C. RESTORATION PROCEDURES.

D. HISTORIC ARTIFACTS.

E. SALVAGED MATERIALS.

F. ALTERATIONS.

G. HAZARDOUS MATERIAL PROCEDURES.

1.2 DEFINITIONS

A. MATCH EXISTING: PROVIDE NEW MATERIALS TO MATCH THE EXISTING, IN PLACE

MATERIAL IN ALL ASPECTS AS CLOSELY AS POSSIBLE. EXISTING MATERIALS ARE THOSE

WHICH ARE VISIBLE IN WHOLE OR IN PART IN THE BUILDING.

B. MATCH ORIGINAL: PROVIDE NEW MATERIALS TO MATCH THE ORIGINAL MATERIAL IN ALL

ASPECTS AS CLOSELY AS POSSIBLE. ORIGINAL MATERIALS ARE THOSE WHICH WERE

ORIGINALLY INSTALLED IN THE BUILDING AT THE TIME OF ITS COMPLETION, PRIOR TO

PREVIOUS ALTERATIONS, AND WHICH MAY PREDATE EXISTING MATERIALS.

C. PRESERVATION: THE PROCESS OF APPLYING MEASURES TO SUSTAIN THE EXISTING

FORM, INTEGRITY, AND MATERIAL OF A BUILDING OR STRUCTURE AND THE EXISTING

FORM AND VEGETATIVE COVER OF A SITE.

D. RECONSTRUCTION: THE ACT OF REPRODUCING BY NEW CONSTRUCTION THE EXACT

FORM AND DETAIL OF A VANISHED BUILDING, STRUCTURE, OR OBJECT, OR A PART

THEREOF, AS IT APPEARED AT A SPECIFIC PERIOD OF TIME.

E. REHABILITATION: THE PROCESS OF RETURNING A BUILDING OR STRUCTURE TO A

USEFUL STATE THROUGH REPAIRS OR ALTERATIONS, WHICH MAKE POSSIBLE AN

EFFICIENT CONTEMPORARY USE WHILE PRESERVING THOSE PORTIONS AND FEATURES

WHICH ARE SIGNIFICANT TO ITS HISTORIC, ARCHITECTURAL AND CULTURAL VALUES.

F. RESTORATION: THE PROCESS OF ACCURATELY RECOVERING THE FORM AND DETAILS

OF A PROPERTY AS IT APPEARED ORIGINALLY OR AT A TIME OF HISTORIC SIGNIFICANCE.

1.3 QUALITY ASSURANCE

A. HISTORIC SIGNIFICANCE

1. THE EXISTING BUILDING IS AN HISTORIC STRUCTURE LISTED ON THE NATIONAL

REGISTER OF HISTORIC PLACES.

2. DUE TO THE UNIQUE HISTORIC SIGNIFICANCE OF THE BUILDING, SPECIAL

PROCEDURES AND PRECAUTIONS MUST BE USED IN SELECTIVE DEMOLITION,

RENOVATION AND RESTORATION.

3. EXISTING COMPONENTS ARE TO BE EITHER RENOVATED OR RESTORED AS NOTED.

B. RESTORATION PROCEDURES

1. PRESERVE EXISTING MATERIALS, FINISHES, AND PROFILES.

2. BLEND NEW AND EXISTING WORK TO PROVIDE SMOOTH TRANSITIONS AND UNIFORM

APPEARANCE.

3. CEASE WORK, NOTIFY ARCHITECT/ENGINEER, AND AWAIT INSTRUCTIONS IF

MATERIALS OR CONDITIONS ENCOUNTERED AT THE SITE ARE NOT AS INDICATED BY

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THE CONTRACT DOCUMENTS OR IF STRUCTURE IS IN DANGER OF MOVEMENT OR

COLLAPSE. SHORE ADEQUATELY.

C. HISTORIC ARTIFACTS: IF ARTIFACTS OF A HISTORIC NATURE ARE ENCOUNTERED DURING

THE WORK:

1. CEASE WORK IN THE AFFECTED AREA IMMEDIATELY.

2. PROTECT ARTIFACTS FROM DAMAGE.

3. NOTIFY OWNER AND ARCHITECT/ENGINEER AND AWAIT INSTRUCTIONS.

4. SALVAGE OR DISPOSE OF ARTIFACTS AS DIRECTED BY THE OWNER.

D. SALVAGED MATERIALS

1. THE CONTRACTOR SHALL REMOVE AND STORE FOR REUSE MATERIALS AND

COMPONENTS SCHEDULED FOR REUSE.

2. THE CONTRACTOR SHALL REMOVE AND THE OWNER WILL TAKE POSSESSION OF

DECORATIVE HISTORIC COMPONENTS SUCH AS DOORS AND INTERIOR MOULDINGS,

ETC., NOT SCHEDULED FOR REUSE.

PART 2 - PRODUCTS

2.1 NEW MATERIALS

A. PROVIDE NEW MATERIALS TO MATCH EXISTING ADJACENT MATERIALS OR ORIGINAL

MATERIALS FOR CLOSING OF OPENINGS, REPAIRS, AND RECONSTRUCTIONS WHERE

SUITABLE SALVAGED MATERIALS DO NOT EXIST, ARE INSUFFICIENT IN QUANTITY, OR

WHERE REUSE IS NOT PERMITTED.

B. RETAIN SAMPLES OF EXISTING AND ORIGINAL MATERIALS ON SITE FOR COMPARISON

PURPOSES.

C. MATCH EXISTING MATERIALS IN MATERIAL, TYPE, SIZE, QUALITY, COLOR, FINISH, AND

OTHER ATTRIBUTES.

D. REUSED MATERIALS.

E. CLEAN AND PREPARE SALVAGED MATERIALS FOR REUSE.

F. DO NOT USE MATERIALS WITH OBJECTIONABLE CHIPS, CRACKS, SPLITS, DENTS,

SCRATCHES, OR OTHER DEFECTS.

G. REPAIR OPERABLE ITEMS TO FUNCTION PROPERLY.

PART 3 - EXECUTION

3.1 PREPARATION

A. TEST MATERIALS TO BE USED IN REPAIRS FOR COMPATIBILITY WITH EXISTING

MATERIALS; DO NOT USE INCOMPATIBLE MATERIALS.

B. CUT, MOVE, OR REMOVE ITEMS TO PROVIDE ACCESS FOR ALTERATIONS AND

RESTORATION WORK. REPLACE AND RESTORE UPON COMPLETION.

C. PROTECT EXISTING MATERIALS AND SURFACES FROM DAMAGE BY CONSTRUCTION

OPERATIONS.

3.2 ALTERATIONS

A. COORDINATE ALTERATIONS AND RENOVATIONS TO EXPEDITE COMPLETION.

B. MINIMIZE DAMAGE TO EXISTING MATERIALS AND SURFACES; PROVIDE MEANS FOR

RESTORING PRODUCTS AND FINISHES TO THEIR ORIGINAL OR SPECIFIED NEW

CONDITION.

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C. REMOVE UNSUITABLE MATERIALS NOT MARKED FOR SALVAGE.

D. REMOVE DEBRIS AND ABANDONED ITEMS FROM AREAS OF WORK AND FROM CONCEALED

SPACES.

E. REFINISH VISIBLE SURFACES TO SPECIFIED CONDITION, WITH NEAT TRANSITION TO

ADJACENT SURFACES.

F. INSTALL PRODUCTS AND FINISH SURFACES AS SPECIFIED IN INDIVIDUAL SECTIONS, OR

WHERE NO SPECIFICATION SECTION EXISTS, TO MATCH EXISTING.

G. FINISH PATCHES TO PROVIDE UNIFORM COLOR AND TEXTURE OVER ENTIRE SURFACE,

WITH REPAIRS NOT DISCERNIBLE FROM NORMAL VIEWING DISTANCE. IF FINISH CANNOT

BE MATCHED, REFINISH ENTIRE SURFACE TO NEAREST INTERSECTIONS.

H. REWORK FINISHED SURFACES TO SMOOTH PLANE, WITHOUT BREAKS, STEPS, OR

BULKHEADS:

1. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PROVIDE SMOOTH AND EVEN

TRANSITION.

2. WHERE A CHANGE IN PLANE OF 1/4 INCH (6 MM) OR MORE OCCURS, SUBMIT

RECOMMENDATION TO ARCHITECT/ENGINEER FOR TRANSITION.

I. WHERE ALTERATIONS EXPOSE MECHANICAL AND ELECTRICAL COMPONENTS WHICH

WERE PREVIOUSLY CONCEALED AND ARE SCHEDULED TO BE REUSED, REWORK TO BE

CONCEALED IN COMPLETED WORK.

3.3 HAZARDOUS MATERIAL PROCEDURES - IF HAZARDOUS OR SUSPECTED HAZARDOUS

MATERIALS ARE ENCOUNTERED:

A. STOP WORK IN AFFECTED AREA IMMEDIATELY.

B. NOTIFY OWNER AND ARCHITECT/ENGINEER AND AWAIT INSTRUCTIONS.

C. PREVENT DAMAGE TO MATERIALS.

D. PREVENT HUMAN CONTACT.

E. OWNER WILL ARRANGE FOR ABATEMENT OR REMOVAL OF HAZARDOUS MATERIALS

UNDER A SEPARATE CONTRACT.

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PART 1 - GENERAL

1.1 WORK INCLUDED

A. THE WORK INCLUDES, BUT IS NOT NECESSARILY LIMITED TO, SERVICES PROVIDED BY

THE CONTRACTOR'S CONSTRUCTION SUPERINTENDENT IN COOPERATION WITH THE

CONTRACTOR'S QUALITY-CONTROL DEPARTMENT TO PROVIDE CONTROLS AND

ASSURANCE THAT THE MATERIALS AND WORKMANSHIP MEET THE MINIMUM STANDARDS

BY CODE, AND THE CONTRACT DRAWINGS AND SPECIFICATIONS.

B. QUALITY ASSURANCE: THE TESTING LABORATORY WILL BE QUALIFIED TO THE OWNER'S

APPROVAL IN ACCORDANCE WITH ASTM E-329, LATEST EDITION.

1.2 TESTING REQUIREMENTS

A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE QUALITY CONTROL.

QUALITY CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO:

1. ENGINEERING DESIGN BY VENDORS REQUIRED TO INCORPORATE THEIR WORK.

2. MATERIALS AND PARTS DELIVERED TO OR MANUFACTURED AT THE SITE AND

INCORPORATED INTO THE SITE OR STRUCTURES.

3. CONSTRUCTION METHODS AND SEQUENCE.

B. FAILURE OF MATERIALS AND EQUIPMENT TESTED OR INSPECTED:

1. THE CONTRACTOR SHALL BE CHARGED FOR RETESTING AND REINSPECTION

RESULTING FROM THE CONTRACTOR'S NONCOMPLIANCE WITH THE CONTRACT AS

EVIDENCED BY TESTS AND INSPECTIONS BY THE OWNER'S TESTING AGENCY.

2. PREVIOUS ACCEPTANCE MAY BE WITHDRAWN AND MATERIAL OR EQUIPMENT OF

WHICH TESTED SAMPLES ARE REPRESENTATIVE MAY BE SUBJECT TO REMOVAL AND

REPLACEMENT BY THE CONTRACTOR AT HIS EXPENSE WITH MATERIAL OR

EQUIPMENT MEETING SPECIFICATION REQUIREMENTS.

3. THE ARCHITECT MAY REFUSE CONSIDERATION OF FURTHER SAMPLES OF SAME

BRAND OR MAKE FOR TESTING.

4. AT THE OWNER'S DISCRETION, DEFECTIVE MATERIAL AND EQUIPMENT MAY BE

PERMITTED TO REMAIN IN PLACE SUBJECT TO ADJUSTMENT OF CONTRACT SUM.

C. PAYMENT FOR TESTING

1. INSPECTIONS AND TESTS REQUIRED TO ESTABLISH COMPLIANCE WITH THE

CONTRACT DOCUMENTS WILL BE MADE BY A PREQUALIFIED, INDEPENDENT TESTING

AGENCY SELECTED BY THE OWNER. THE COST OF THE SERVICES OF SUCH AGENCY

WILL BE PAID BY THE OWNER.

2. INSPECTIONS OR TESTS REQUIRED BY CODES OR ORDINANCES, OR BY A PLAN

APPROVAL AUTHORITY, AND MADE BY A LEGALLY CONSTITUTED AUTHORITY SHALL

BE THE RESPONSIBILITY OF, AND PAID FOR BY, THE CONTRACTOR. INSPECTION OR

TESTING PERFORMED EXCLUSIVELY FOR THE CONTRACTOR'S CONVENIENCE SHALL

BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. THE INDEPENDENT AGENCY EMPLOYED BY THE OWNER SHALL PREPARE THE TEST

REPORTS, LOGS AND CERTIFICATES APPLICABLE TO THE SPECIFIC INSPECTIONS

AND TEST AND PROMPTLY DELIVER THE SPECIFIED NUMBER OF COPIES OF SAME TO

THE DESIGNATED PARTIES.

1.3 STANDARD AND INDUSTRY SPECIFICATIONS

A. MATERIAL OR OPERATIONS SPECIFIED BY REFERENCE TO THE PUBLISHED

SPECIFICATIONS OF A MANUFACTURER, TESTING AGENCY, SOCIETY, ASSOCIATION, OF A

MANUFACTURER, TESTING AGENCY, SOCIETY, ASSOCIATION, OR OTHER PUBLISHED

STANDARDS SHALL COMPLY WITH THE REQUIREMENTS IN THE LATEST REVISION

THEREOF AND AMENDMENTS OR SUPPLEMENTS THERETO IN EFFECT ON THE DATE OF

INVITATION TO BIDDERS.

B. DISCREPANCIES BETWEEN REFERENCED STANDARDS AND CONTRACT DOCUMENTS

SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR INTERPRETATION.

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MATERIAL OR WORK SPECIFIED BY REFERENCE TO CONFORM TO A STANDARD, CODE,

LAW, OR REGULATION SHALL BE GOVERNED BY CONTRACT DRAWINGS AND

SPECIFICATION WHEN THEY EXCEED THE REQUIREMENTS OF SUCH REFERENCES;

REFERENCED STANDARDS SHALL GOVERN WHEN THEY ARE MORE STRINGENT.

1.4 MANUFACTURER'S DIRECTIONS

A. MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE UTILIZED AS

DIRECTED BY THE MANUFACTURERS UNLESS HEREIN SPECIFIED TO THE CONTRARY.

DISCREPANCY BETWEEN AN INSTALLATION REQUIRED BY THE CONTRACT DRAWINGS

AND SPECIFICATIONS AND THE MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS SHALL BE RESOLVED BY THE ARCHITECT IN WRITING BEFORE THE

WORK MAY PROCEED.

1.5 MOCKUPS

A. BEFORE INSTALLING PORTIONS OF THE WORK REQUIRING MOCKUPS, BUILD MOCKUPS

FOR EACH FORM OF CONSTRUCTION AND FINISH REQUIRED TO COMPLY WITH THE

FOLLOWING REQUIREMENTS, USING MATERIALS INDICATED FOR THE COMPLETED WORK:

1. BUILD MOCKUPS IN LOCATION AND OF SIZE AS DIRECTED BY ARCHITECT.

2. NOTIFY ARCHITECT THREE DAYS IN ADVANCE OF DATES AND TIMES WHEN MOCKUPS

WILL BE CONSTRUCTED.

3. THE MOCK UP SHALL BE CONSTRUCTED AND SUPERVISED BY WORKERS THAT WILL

BE EMPLOYED FOR THE CONSTRUCTION OF THE FINAL WORK.

4. DEMONSTRATE THE PROPOSED RANGE OF AESTHETIC EFFECTS AND

WORKMANSHIP.

5. OBTAIN ARCHITECT'S AND OWNER’S APPROVAL OF MOCKUPS BEFORE STARTING

WORK, FABRICATION, OR CONSTRUCTION.

6. ALLOW SEVEN DAYS FOR INITIAL REVIEW AND EACH RE-REVIEW OF EACH MOCKUP.

AT EXTERIOR WORK, ALLOW TIME FOR MOCK-UP TO DRY AND CURE BEFORE REVIEW

PERIOD BEGINS.

7. MAINTAIN MOCKUPS DURING CONSTRUCTION IN AN UNDISTURBED CONDITION AS A

STANDARD FOR JUDGING THE COMPLETED WORK.

8. DEMOLISH AND REMOVE MOCKUPS ONLY WHEN DIRECTED BY ARCHITECT.

9. IF MULTIPLE MOCK-UPS ARE REQUIRED, DO NOT REMOVE INITIAL MOCK-UPS UNTIL A

FINAL MOCK-UP IS APPROVED

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS AND RISKS ASSOCIATED

WITH MOCK-UPS INTEGRATED INTO THE PROJECT WHICH MAY BE DISAPPROVED,

AND SHALL REMOVE DISAPPROVED MOCK-UPS INTEGRATED INTO THE

CONSTRUCTION.

PART 2 - PRODUCTS

NOT USED.

PART 3 - EXECUTION

3.1 FIELD QUALITY CONTROL

A. THE CONTROL OF THE FIELD OPERATION WILL BE REQUIRED AS FOLLOWS:

1. REVIEW DOCUMENTS AND SHOP DRAWINGS, CODES, PROCEDURES, PREPARATIONS,

WORKMANSHIP QUALIFICATION, AND APPROVED MATERIALS.

2. OBSERVE SURFACES AND AREAS TO RECEIVE CONSTRUCTION, WORKERS, AND

OPERATION'S METHODS AND INSTALLATION PRACTICES.

3. CONTROL PERSONALLY, OR THROUGH FOREMAN OR OTHER APPROPRIATE

SUPERVISORS TO ENSURE THAT INSTALLATION IS PROPERLY CONTROLLED AND

QUALITY IS MAINTAINED.

4. ENSURE THAT SCHEDULED TESTS ARE MADE AFTER CONTRACTOR HAS

DETERMINED THAT CONSTRUCTION IS READY FOR TESTING.

5. ENSURE CODE REQUIRED CODE INSPECTIONS ARE MADE BEFORE WORK IS

COVERED AND KEEP COPIES OF PAPERWORK ON FILE.

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B. OBSERVATIONS

1. THE GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT TO PERFORM

OBSERVATIONS AT THE FOLLOWING MILESTONES. THE CONTRACTOR SHALL GIVE

AT LEAST 24 HOURS NOTICE AND SHALL ALLOW SUFFICIENT TIME FOR POTENTIAL

CORRECTIONS PRIOR TO COVERING OF WORK WITH CONCRETE, ETC.

a. FOUNDATION PREPARATION AFTER REINFORCEMENT IS IN PLACE AND BEFORE

CONCRETE IS POURED.

b. SLAB PREPARATION AFTER VAPOR BARRIER, INSULATION, AND

REINFORCEMENT IS IN PLACE AND BEFORE CONCRETE IS POURED.

3.2 JOB CONDITIONS

A. FURNISH PROMPTLY WITHOUT ADDITIONAL CHARGE, ACCESS, REASONABLE FACILITIES,

LABOR, AND MATERIALS NECESSARY FOR SAFE, CONVENIENT TESTS AND INSPECTIONS

WHETHER REQUIRED ON OR OFF JOBSITE. TESTING SHALL INCLUDE THE CHECKOUT OF

UTILITIES, OPERATION OF SYSTEMS AND EQUIPMENT FOR READINESS, AND THE

DIRECTING OF INITIAL START-UP AND TESTING OF EQUIPMENT IN THE PRESENCE OF THE

OWNER'S MAINTENANCE PERSONNEL.

3.3 TESTING PROCEDURES

A. CONCRETE TESTING

1. THE CONTRACTOR WILL MAKE ARRANGEMENTS WITH THE OWNER'S INDEPENDENT

LABORATORY FOR MAKING STRENGTH TESTS. THE LABORATORY REPRESENTATIVE

WILL TAKE THE SAMPLES AND FILL MOLDS; THE CONTRACTOR SHALL COOPERATE

WITH THE LABORATORY REPRESENTATIVE AND SHALL STORE ALL TEST SPECIMENS

AT THE SITE OF THE WORK IN ACCORDANCE WITH ASTM-C-31, "MAKING AND CURING

CONCRETE COMPRESSION AND FLEXURE SPECIMENS IN THE FIELD." THE

INFORMATION REQUIRED ON EACH TEST SHALL INCLUDE AIR CONTENT AND SLUMP

AS WELL AS COMPRESSIVE STRENGTH. COPIES OF THE REPORTS SHALL BE

FORWARDED TO THE ARCHITECT, THE CONTRACTOR AND THE READY-MIX

PRODUCER.

2. PER ASTM C 39 AND ASTM C 31 STRENGTH TESTS WILL BE TAKEN AS FOLLOWS: NOT

LESS THAN ONE STRENGTH TEST PER POUR WHEN THE POUR IS LESS THAN 50

CUBIC YARDS; NOT LESS THAN TWO STRENGTH TESTS PER POUR WHEN THE POUR

IS MORE THAN 50 CUBIC YARDS; TWO (2) SEVEN (7) DAY AND TWO (2) TWENTY EIGHT

(28) DAY COMPRESSIVE STRENGTH CYLINDERS SHALL COMPRISE ONE (1) TEST OF

STRENGTH.

3. WHERE THERE IS A QUESTION AS TO THE QUALITY OF THE CONCRETE IN THE

STRUCTURE BECAUSE OF STRENGTH-TEST FAILURES, APPROVAL OR DIRECTION

MAY BE GIVEN BY THE ARCHITECT TO HAVE ALTERNATE STRENGTH TESTS MADE ON

SPECIMENS SECURED FROM THE INSTALLED MATERIAL IN ACCORDANCE WITH ASTM

METHOD OF TEST C-42.

4. SLUMP: ASTM C 143/C 143M; ONE TEST AT POINT OF PLACEMENT FOR EACH

COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF

EACH CONCRETE MIXTURE. PERFORM ADDITIONAL TESTS WHEN CONCRETE

CONSISTENCY APPEARS TO CHANGE.

5. AIR CONTENT: ASTM C 231, PRESSURE METHOD; ONE TEST FOR EACH COMPOSITE

SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACH

CONCRETE MIXTURE.

6. CONCRETE TEMPERATURE: ASTM C 1064/C 1064M; ONE TEST HOURLY WHEN AIR

TEMPERATURE IS 40 DEG F (4.4 DEG C) AND BELOW AND WHEN IT IS 80 DEG F (27

DEG C) AND ABOVE, AND ONE TEST FOR EACH COMPOSITE SAMPLE.

7. TEST RESULTS SHALL BE REPORTED IN WRITING TO ARCHITECT, CONCRETE

MANUFACTURER, AND CONTRACTOR WITHIN 48 HOURS OF TESTING. REPORTS OF

COMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME

AND NUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING AND

INSPECTING AGENCY, LOCATION OF CONCRETE BATCH IN WORK, DESIGN

COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIXTURE PROPORTIONS AND

MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7-

AND 28-DAY TESTS.

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8. NONDESTRUCTIVE TESTING: IMPACT HAMMER, SONOSCOPE, OR OTHER

NONDESTRUCTIVE DEVICE MAY BE PERMITTED BY ARCHITECT BUT WILL NOT BE

USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF CONCRETE.

9. ADDITIONAL TESTS: TESTING AND INSPECTING AGENCY SHALL MAKE ADDITIONAL

TESTS OF CONCRETE WHEN TEST RESULTS INDICATE THAT SLUMP, AIR

ENTRAINMENT, COMPRESSIVE STRENGTHS, OR OTHER REQUIREMENTS HAVE NOT

BEEN MET, AS DIRECTED BY ARCHITECT.

10. CONCRETE WILL BE CONSIDERED DEFECTIVE IF IT DOES NOT PASS TESTS AND

INSPECTIONS.

11. ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE

PERFORMED TO DETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK

WITH SPECIFIED REQUIREMENTS.

B. TESTING FOR EARTHWORK

1. CONTRACTOR SHALL MAKE…