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SECTION 017329 - CUTTING AND PATCHING
1.1 SUMMARY
A. CUTTING AND PATCHING REQUIRED BY THE FOLLOWING:
1. INSTALLATION OF OTHER MATERIALS.
2. FINISHING.
3. ALTERATIONS.
4. TESTS AND INSPECTIONS.
1.2 QUALITY ASSURANCE
A. LIMITATIONS ON CUTTING AND PATCHING:
1. STRUCTURAL ELEMENTS: DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOAD -
CARRYING CAPACITY OR LOAD - DEFLECTION RATIO.
2. OPERATIONAL ELEMENTS: DO NOT CUT AND PATCH OPERATING ELEMENTS AND RELATED COMPONENTS IN A MANNER THAT RESULTS
IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED
OPERATIONAL LIFE OR SAFETY,
3. MISCELLANEOUS ELEMENTS: DO NOT CUT AND PATCH MISCELLANEOUS ELEMENTS OR RELATED COMPONENTS IN A MANNER THAT
COULD CHANGE THEIR LOAD- CARRYING CAPACITY, THAT RESULTS IN REDUCING THEIR CAPACITY TO PERFORM AS INTENDED, OR THAT
RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY.
4. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING
AND PATCHING. DO NOT CUT AND PATCH CONSTRUCTION EXPOSED ON THE EXTERIOR OR IN OCCUPIED SPACES IN A MANNER THAT
WOULD, IN ARCHITECT'S OPINION, REDUCE THE BUILDING'S AESTHETIC QUALITIES. REMOVE AND REPLACE CONSTRUCTION THAT HAS
BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER.
�. WHERE APPLICABLE - REMOVE AND REPLACE EXISTING WALL COVERING, EXISTING CORRIDOR HANDRAIL, GUARDRAILS,
ACOUSTICAL CEILING PANELS AND GRID, AND EXISTING FLOORING.
1.3 WARRANTY
A. EXISTING WARRANTIES: REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING CUTTING AND
PATCHING OPERATIONS, BY METHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING WARRANTIES, INCLUDING ROOFING IF APPLICABLE.
1.4 MATERIALS
A. GENERAL: COMPLY WITH REQUIREMENTS SPECIFIED IN OTHER SECTIONS.
B. IN -PLACE MATERIALS: USE MATERIALS IDENTICAL TO IN -PLACE MATERIALS. FOR EXPOSED SURFACES, USE MATERIALS THAT VISUALLY
MATCH IN -PLACE ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE.
1. IF IDENTICAL MATERIALS ARE UNAVAILABLE OR CANNOT BE USED, USE MATERIALS THAT, WHEN INSTALLED, WILL MATCH THE VISUAL
AND FUNCTIONAL PERFORMANCE OF IN -PLACE MATERIALS.
C. PROVIDE FIRE- RESISTIVE MATERIALS AND FIRESTOPPING MATERIALS THAT ARE COMPATIBLE WITH EXISTING AND SUBSTRATES AND ARE
APPROVED BY UL OR ANOTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVE JURISDICTION FOR USE IN FIRE -
RESISTIVE DESIGNS INDICATED.
D. CONCRETE WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD 301 SPECIFICATION. USE PORTLAND CEMENT TYPE 1
PER ASTM C150 AND NORMAL WEIGHT AGGREGATES PER ASTM C33. DESIGN MINIMUM TO BE 3000 LBS. NORMAL WEIGHT CONCRETE.
READY -MIX TO COMPLY WITH ASTM C94.
E. ROOFING MATERIAL, FLASHING, AND ROOF SPECIALTIES MATERIAL: SELECTION SHOULD BE ON THE COMPATIBILITY WITH THE EXISTING
ROOFING SYSTEM COMPONENTS AND APPROVED BY THE EXISTING ROOFING MANUFACTURER SO THEY ARE IN COMPLIANCE WITH THE
EXISTING WARRANTY,
1.5 EXECUTION
A. TEMPORARY SUPPORT OF WORK BEING CUT.
B. PROTECTION: PROTECT IN -PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. PROVIDE PROTECTION FROM
ADVERSE WEATHER CONDITIONS FOR PORTIONS OF PROJECT THAT MIGHT BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS.
C. ADJOINING AREAS: AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO ADJOINING AREAS,
D. EXISTING SERVICES: SERVICES BYPASSED BEFORE CUTTING TO AVOID INTERRUPTION TO OCCUPIED AREAS.
E. EMPLOY SKILLED WORKERS TO PERFORM CUTTING AND PATCHING. PROCEED WITH CUTTING AND PATCHING AT THE EARLIEST FEASIBLE TIME,
AND COMPLETE WITHOUT DELAY.
1. CUT IN -PLACE CONSTRUCTION TO PROVIDE FOR INSTALLATION OF OTHER COMPONENTS OR PERFORMANCE OF OTHER
CONSTRUCTION, AND SUBSEQUENTLY PATCH AS REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL CONDITION.
2. ALL EXISTING WALLS WITHIN THE SCOPE OF THIS PROJECT SHALL BE PATCHED AND REPAIRED TO REMOVE ALL VISIBLE DEFECTS PRIOR
TO PAINTING OR FINISHING OF THE WALL.
3. PATCHING AND REPAIR SHALL CONSIST OF REMOVING ALL LOOSE, CRACKED AND UNSOUND GYPSUM BOARD OR OTHER MATERIALS AND
SUPPORTS, AND INSTALLING NEW MATERIAL TO MATCH THE EXISTING CONSTRUCTION, ACCORDING TO THE MANUFACTURERS
RECOMMENDATIONS. REPAIRED AREAS SHALL NOT BE VISIBLY APPARENT FROM ADJACENT AREAS.
4. ALL HOLES SHALL BE FILLED AND VISIBLE JOINTS, CRACKS, CRAZES, TOOL MARKS, WAVES, STAINS OR OTHER DEFECTS SHALL NOT
APPEAR ON THE FINISHED WORK,
F. CUTTING: CUT IN -PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR OPERATIONS, INCLUDING
EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. IF POSSIBLE, REVIEW
PROPOSED PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH ORIGINAL INSTALLER'S WRITTEN RECOMMENDATIONS.
G. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING
PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT AREAS INVISIBLE AS POSSIBLE, PROVIDE MATERIALS AND COMPLY WITH
INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS.
1. PATCH VOIDS IN FLOOR AND WALLS AT REMOVED WALLS TO PROVIDE A SMOOTH SURFACE AS REQUIRED TO MATCH EXISTING AND FOR
NEW FINISHES.
2. GRIND HIGH SPOTS AND FILL LOW AREAS IN FLOOR WITH LATEX CONCRETE TO PROVIDE A SURFACE FREE FROM RIDGES, DEPRESSIONS
AND BLEMISHES WHICH CAN BE SEEN OR FELT AFTER NEW FLOOR COVERING IS INSTALLED.
3. WHERE WALLS ARE REMOVED THE CONTRACTOR SHALL VERIFY THAT THE EXISTING WALLS AND FLOORS ARE IN THE SAME PLANE OR
ELEVATION. SAND, GRIND OR FILL AS REQUIRED TO PROVIDE A SMOOTH TRANSITION AT ALL SUCH DIFFERENCES.
H. CLEANING: CLEAN AREAS AND SPACES WHERE CUTTING AND PATCHING ARE PERFORMED, COMPLETELY REMOVE PAINT, MORTAR, OILS,
PUTTY, AND SIMILAR MATERIALS.
END OF SECTION 017329
3 4
SECTION 017315 - HOSPITAL PROCEDURES
1.1 REGULATIONS
A. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY THE REGULATIONS OF (STATE AGENCY OR APPLICABLE CODES) AND ALL
AMENDMENTS, INCLUDING THOSE THAT MAY BE ISSUED DURING THE DURATION OF THE CONTRACT. PARTICULAR ATTENTION IS CALLED
TO THOSE REGULATIONS PERTAINING TO CIRCULATION, NOISE, SANITATION, SAFETY AND BEHAVIOR.
B. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY THE INTERIM LIFE SAFETY MEASURES AND INFECTION CONTROL REQUIREMENT
OUTLINED IN THE CONTRACT DOCUMENTS, APPLICABLE CODES (NFPA 95 AND NFPA 101) AND AIA GUIDELINES FOR DESIGN AND
CONSTRUCTION OF HOSPITAL AND HEALTHCARE FACILITIES.
1.2 BAPTIST HEALTH SOUTH FLORIDA - CORPORATE CONSTRUCTION MANAGEMENT
A. THE CONTRACTOR SHALL ABIDE BY THE DIRECTIONS OF BAPTIST HEALTH SOUTH FLORIDA - CORPORATE CONSTRUCTION
MANAGEMENT IN MATTERS AFFECTING THE OPERATION, SAFETY, AND SECURITY OF THE HOSPITAL, ITS PATIENTS AND ITS
VISITORS.
B. THE CONTRACTOR SHALL ABIDE BY ALL DIRECTIONS OF BAPTIST HEALTH SOUTH FLORIDA - CORPORATE CONSTRUCTION
MANAGEMENT WHICH SHALL BE IMPLEMENTED IMMEDIATELY. CONFIRMATION OR EXPLANATION OF ORAL INSTRUCTION WILL BE
MADE BY SOUTH MIAMI HOSPITAL IN WRITING OR INCLUDED IN THE MEETING MINUTES AT THE NEXT SCHEDULED PROGRESS
MEETING.
C. ALL PERSONNEL EMPLOYED BY THE CONTRACTOR, INCLUDING SUBCONTRACTORS AND THEIR EMPLOYEES, SHALL BE
INSTRUCTED TO ABIDE BY ALL PUBLISHED REGULATIONS, AND ALL DIRECTIVES OF BAPTIST HEALTH SOUTH FLORIDA - CORPORATE
CONSTRUCTION MANAGEMENT.
1.3 NOISE CONTROL
A. THE CONTRACTOR SHALL EXECUTE THE WORK IN THIS CONTRACT AS QUIETLY AS PRACTICABLE TO AVOID UNNECESSARY
DISTURBANCES TO PATIENTS WITHIN THE HOSPITAL PREMISES.
B. ANY COMPLAINTS DULY REGISTERED BY SOUTH MIAMI HOSPITAL OF UNACCEPTABLE NOISE LEVELS SHALL BE CAUSE FOR THE
USE OF SPECIAL PRECAUTIONS AND METHODS OF OPERATION BY THE CONTRACTOR TO REDUCE NOISE TO AN ACCEPTABLE
LEVEL.
C. SOUTH MIAMI HOSPITAL SHALL BE THE SOLE JUDGE OF THE TOLERABILITY OF NOISE LEVEL.
D. THE CONTRACTOR SHALL PREPARE A "NOISE SCHEDULE" AS SOON AS PRACTICABLE INDICATING THE TYPE OF DEMOLITION
AND /OR NOISE INDUCING WORK SHOWING THE DATES, TIMES AND DURATION OF SUCH WORK.
1.2 PERSONNEL IDENTIFICATION
A. ALL CONTRACTORS ARE REQUIRED TO FOLLOW PROCEDURES ESTABLISHED BY BAPTIST HEALTH SOUTH FLORIDA - CORPORATE
CONSTRUCTION MANAGEMENT FOR CONTRACTOR IDENTIFICATION.
B. ANY OF THE CONTRACTOR'S OR SUBCONTRACTOR'S PERSONNEL WHO DO NOT COMPLY WITH THESE REQUIREMENTS AT ALL
TIMES, WILL BE DENIED ACCESS TO THE HOSPITAL OR WILL BE ESCORTED OFF THE PREMISES BY THE HOSPITAL SECURITY
GUARDS,
1.3 PERSONNEL PARKING
A. THE CONTRACTOR SHALL COORDINATE WITH BAPTIST HEALTH SOUTH FLORIDA -CORPORATE CONSTRUCTION MANAGEMENT
APPROPRIATE AREAS FOR PARKING OF HIS PERSONNEL AND EMPLOYEES. LOCATION WILL BE AS DIRECTED BY BAPTIST
HEALTH SOUTH FLORIDA - CORPORATE CONSTRUCTION MANAGEMENT.
1.4 PERSONNEL DEPORTMENT
A. ALTHOUGH INVOLVED IN CONSTRUCTION ACTIVITIES, PERSONNEL MUST RECOGNIZE THAT THEY ARE WORKING IN A HEALTHCARE
FACILITY AND GOVERN THEMSELVES ACCORDINGLY. VULGAR OR SEXUAL COMMENTS DIRECTED AT HOSPITAL STAFF OR VISITORS OR
ANY OTHER OFFENSIVE BEHAVIOR WILL BE GROUNDS FOR IMMEDIATE REMOVAL FROM THE HOSPITAL. SINCE HOSPITAL PATIENTS ARE
FREQUENTLY ON THE OTHER SIDE OF THE TEMPORARY CONSTRUCTION WALLS, EXCESSIVE SOUND TRANSMISSION WILL NOT BE
TOLERATED.
1.5 NORMAL LIMIT OF OPERATIONS
A, THE CONTRACTOR'S NORMAL LIMIT OF OPERATIONS SHALL BE CONFINED WITHIN THE LIMIT OF CONSTRUCTION AS DESIGNATED ON
THE DRAWINGS OR AS DIRECTED BY BAPTIST HEALTH SOUTH FLORIDA - CORPORATE CONSTRUCTION MANAGEMENT.
B. SOUTH MIAMI HOSPITAL, ARCHITECT, AND OTHER CONTRACTORS PERFORMING WORK SHALL BE ALLOWED ACCESS TO THE
CONSTRUCTION AREA AT ALL TIMES.
1.6 PERIODIC OPERATIONS OUTSIDE LIMITS OF OPERATION
A. USE OF CERTAIN LOADING DOCKS, PASSAGEWAYS, ELEVATOR, AND OTHER AREAS, OUTSIDE THE LIMITS OF CONSTRUCTION (AS
DEFINED), WILL BE GRANTED TO THE CONTRACTOR BY SOUTH MIAMI HOSPITAL ON AN INTERMITTENT BASIS AS REQUIRED AND
REQUESTED IN ADVANCE BY THE CONTRACTOR. SOUTH MIAMI HOSPITAL WILL JUDGE THE PROPER TIME AND EXTENT OF SUCH USE,
1.7 SCHEDULING
A. ALL ARRANGEMENTS FOR WORK WHICH WILL INVOLVE INTERFERENCE WITH NORMAL HOSPITAL FUNCTIONING, PARTICULARLY IN
OCCUPIED PATIENT AREAS, OR ADJACENT THERETO, SHALL BE SCHEDULED IN ADVANCE WITH BAPTIST HEALTH SOUTH FLORIDA -
CORPORATE CONSTRUCTION MANAGEMENT TO PROVIDE MINIMUM DISRUPTION AND INCONVENIENCE.
1.8 UTILITY TIE -INS AND OUTAGES
A. THE CONTRACT DOCUMENTS ANDIOR FIELD CONSTRUCTION CIRCUMSTANCES MAY REQUIRE A SHUTDOWN OF ONE OR MORE
UTILITY SYSTEMS SUCH AS WATER SERVICE, ELECTRIC POWER, MEDICAL GASES OR HVAC PIPINGISYSTEMS. ANYTIME THAT A
UTILITY SHUTDOWN IS REQUIRED FOR TIE -IN OR OTHER PURPOSE THE CONTRACTOR MUST PROVIDE SOUTH MIAMI HOSPITAL WITH A
MINIMUM OF 72 HOURS PRIOR WRITTEN NOTICE OF INTENT. THE NOTICE SHALL BE IN THE FORM OF AN OUTAGE REQUEST AND MUST
DETAIL THE REASON, SCOPE AND DURATION. PROVISIONS FOR SUPPORTING ANY CRITICAL LOADS WHICH MAYBE AFFECTED
MUST BE DESCRIBED, EVEN IF SOUTH MIAMI HOSPITAL STAFF WILL BE ASSISTING WITH SETUP AND COORDINATION.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEARCHING OUT UTILITY AND SERVICE LINES TO DETERMINE IF THEY WOULD
RESULT IN AN OUTAGE IN THE HOSPITAL. APPROVAL SHALL BE OBTAINED FROM BAPTIST HEALTH SOUTH FLORIDA - CORPORATE
CONSTRUCTION MANAGEMENT TO EXECUTE SUCH SEARCHES IN ADVANCE.
1.9 WORKING HOURS AND OVERTIME NOTIFICATION
A. THE CONTRACTOR SHALL RECEIVE PERMISSION FROM BAPTIST HEALTH SOUTH FLORIDA- CORPORATE CONSTRUCTION
MANAGEMENT FOR THE CONTRACTOR'S PERSONNEL TO WORK OUTSIDE OF NORMAL DAYTIME HOURS EITHER WITHIN OR OUTSIDE
THE LIMITS OF CONSTRUCTION. NORMAL WORKING HOURS ARE CONSIDERED TO BE 7:30 A.M. TO 4:00 P.M., MONDAY THROUGH
FRIDAY.
1.10 MAINTAINING BUILDING INTEGRITY
A. THE INTEGRITY OF FIRE STOP PARTITIONS, SMOKE COMPARTMENTS AND FIRE DOORS IS A MAJOR CONCERN, BREECHES OF THESE
BARRIERS DURING CONSTRUCTION MUST BE MINIMIZED IN BOTH QUANTITY AND DURATION. ALL PIPE, CONDUIT, DUCT OR OTHER
PENETRATIONS OF WALLS OR FLOORS MUST BE SEALED. THE HOSPITAL WILL NOT BE RESPONSIBLE FOR SEALING OR REPAIRING
WALLS AND FLOOR BREACHED BY THE CONTRACTOR OR CONNECTED WITH HIS WORK. THE CONTRACTOR MAY NOT REMOVE OR PROP
OPEN FIRE DOORS UNLESS IT IS REQUIRED TO PERFORM THE WORK AND PERSONNEL ARE CONTINUALLY PRESENT TO SECURE THE
OPENING IN THE EVENT OF AN EMERGENCY.
1.11 USE OF FACILITIES: THE CONTRACTOR'S EMPLOYEES SHALL CONFINE THEIR ACTIVITIES TO THE WORK AREA AND SHALL NOT ENTER
OTHER PORTIONS OF THE BUILDING WITHOUT PERMISSION FROM
SOUTH MIAMI HOSPITAL.
END OF SECTION 017315
SECTION 017700 -CLOSEOUT PROCEDURES
1.1 SUMMARY
A. SUBSTANTIAL COMPLETION PROCEDURES.
B. FINAL COMPLETION PROCEDURES.
C. WARRANTIES.
D. FINAL CLEANING.
1.2 SUBSTANTIAL COMPLETION PROCEDURES: BEFORE FINAL INSPECTION BY ARCHITECT:
A, FINAL APPLICATION FOR PAYMENT SUBMITTED,
B. LIST OF INCOMPLETE ITEMS (PUNCH LIST) ENDORSED BY ARCHITECT AS COMPLETED,
C. EVIDENCE OF CONTINUING INSURANCE COVERAGE SUBMITTED.
D. FINAL PEST - CONTROL INSPECTION REPORT AND WARRANTY SUBMITTED,
1.3 FINAL COMPLETION
A. PRELIMINARY PROCEDURES: BEFORE REQUESTING FINAL INSPECTION FOR DETERMINING FINAL COMPLETION, COMPLETE THE
FOLLOWING:
1. SUBMIT A FINAL APPLICATION FOR PAYMENT ACCORDING TO DIVISION 01 SECTION "PAYMENT PROCEDURES."
2. SUBMIT CERTIFIED COPY OF ARCHITECT'S SUBSTANTIAL COMPLETION INSPECTION LIST OF ITEMS TO BE COMPLETED OR
CORRECTED (PUNCH LIST), ENDORSED AND DATED BY ARCHITECT. THE CERTIFIED COPY OF THE LIST SHALL STATE
THAT EACH ITEM HAS BEEN COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE.
3. SUBMIT EVIDENCE OF FINAL, CONTINUING INSURANCE COVERAGE COMPLYING WITH INSURANCE REQUIREMENTS,
4. INSTRUCT OWNER'S PERSONNEL IN OPERATION, ADJUSTMENT, AND MAINTENANCE OF PRODUCTS, EQUIPMENT, AND
SYSTEMS. SUBMIT DEMONSTRATION AND TRAINING VIDEO RECORDINGSIF REQUIRED.
B. INSPECTION: SUBMIT A WRITTEN REQUEST FOR FINAL INSPECTION FOR ACCEPTANCE, ON RECEIPT OF REQUEST, ARCHITECT
[AND CONSTRUCTION MANAGER] WILL EITHER PROCEED WITH INSPECTION OR NOTIFY CONTRACTOR OF UNFULFILLED
REQUIREMENTS. ARCHITECT WILL PREPARE A FINAL PUNCH LIST AFTER INSPECTION AND WILL NOTIFY
CONTRACTOR OF CONSTRUCTION THAT MUST BE COMPLETED.
1. REINSPECTION: REQUEST REINSPECTION WHEN THE WORK IDENTIFIED IN PREVIOUS INSPECTIONS AS INCOMPLETE IS
COMPLETED OR CORRECTED
1.4 WARRANTIES: SUBMITTED WITHIN 15 DAYS FOR AREAS OF PARTIAL OCCUPANCY.
A. ORGANIZED AND BOUND IN HEAVY -DUTY, THREE -RING, VINYL - COVERED, LOOSE -LEAF BINDERS, WITH PAPER DIVIDERS,
BINDER FRONT AND SPINE IDENTIFIED WITH TITLE, PROJECT NAME, AND NAME OF CONTRACTOR.
1.5 FINAL CLEANING:
A. EACH SURFACE OR UNIT CLEANED TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND
MAINTENANCE PROGRAM.
B. CLEAN DUCTS, BLOWERS, AND COILS FOR UNITS OPERATED WITHOUT FILTERS DURING CONSTRUCTIONAA MATERIALS
C. CLEANING AGENTS: USE CLEANING MATERIALS AND AGENTS RECOMMENDED BY MANUFACTURER OR FABRICATOR OF THE
SURFACE TO BE CLEANED. DO NOT USE CLEANING AGENTS THAT ARE POTENTIALLY HAZARDOUS TO HEALTH OR PROPERTY
OR
THAT MIGHT DAMAGE FINISHED SURFACES.
END OF SECTION 017700
5
SECTION 017823 - OPERATION AND MAINTENANCE DATA
1.1 SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR PREPARING OPERATION AND MAINTENANCE MANUALS,
A. PRODUCT MAINTENANCE MANUALS.
1.2 EMERGENCY, OPERATION AND MAINTENANCE MANUALS,
A. FORMAT:. PDF ELECTRONIC FILES WITH COMPOSITE ELECTRONIC INDEX ON DIGITAL MEDIA ACCEPTABLE TO ARCHITECT.
INCLUDE A COMPLETE ELECTRONICALLY- LINKED OPERATION AND MAINTENANCE DIRECTORY.
B. HEAVY -DUTY, THREE -RING, VINYL - COVERED, LOOSE -LEAF BINDERS,THREE (3) SET(S) OF COPIES. (INCLUDE LAMINATE SAMPLES.)
C. PRODUCT MAINTENANCE MANUALS: SOURCE INFORMATION, PRODUCT INFORMATION, MAINTENANCE PROCEDURES, REPAIR
MATERIALS AND SOURCES, AND WARRANTIES AND BONDS.
END OF SECTION 017123
SECTION 017139 - PROJECT RECORD DOCUMENTS
1.1 RECORD DRAWINGS:
A. ONE OF MARKED -UP RECORD PRINTS.
B. INITIAL SUBMITTAL: ONE PAPER COPY SET, PDF ELECTRONIC FILES OF MARKED -UP RECORD PRINTS AND ONE SET(S) OF PLOTS FROM
CORRECTED RECORD DIGITAL DATA FILES.
C. FINAL SUBMITTAL: SUBMIT ONE PAPER COPY SET AND PDF ELECTRONIC FILES OF MARKED -UP RECORD PRINTS.
D. RECORD SPECIFICATIONS: ANNOTATED PDF ELECTRONIC FILES.
1.2, RECORD PRODUCT DATA:
A. ONE PAPER COPY, ANNOTATED PDF ELECTRONIC FILES AND DIRECTORIES,
R. MISCELLANEOUS RECORD SUBMITTALS: ONE PAPER COPY AND ANNOTATED PDF ELECTRONIC FILES AND DIRECTORIES.
1.3 PRODUCTS
A. RECORD PRINTS: ONE SET OF PAPER COPIES OF CONTRACT DOCUMENTS AND SHOP DRAWINGS, MARKED TO SHOW ACTUAL
INSTALLATION.
B. RECORD DIGITAL DATA FILES: CORRECTED DIGITAL DATA FILES OF THE CONTRACT DRAWINGS, AS FOLLOWS:
1. FORMAT: ANNOTATED PDF ELECTRONIC FILE WITH COMMENT FUNCTION ENABLED.
END OF SECTION 017839
SECTION 071413 - PENETRATION FIRESTOPPING
1.1 SUMMARY
A. SECTION INCLUDES: PENETRATIONS IN FIRE - RESISTANCE -RATED WALLS. PENETRATIONS IN HORIZONTAL ASSEMBLIES.
PENETRATIONS IN SMOKE BARRIERS.
B. NO ATTEMPT HAS BEEN MADE TO DESCRIBE EVERY TYPE OF FIRESTOPPING JOINT, THE NUMBER OR LOCATIONS REQUIRED. IT
SHALL BE THE CONTRACTORS RESPONSIBILITY TO REVIEW THE DRAWINGS, SPECIFICATIONS AND DETAILS IN THEIR ENTIRETY FOR
THE EXTENT AND TYPE OF PENETRATIONS TO BE FIRESTOPPED.
1.2 QUALITY ASSURANCE
A. INSTALLER QUALIFICATIONS: A FIRM THAT HAS BEEN APPROVED BY FM GLOBAL ACCORDING TO FM GLOBAL 4991, "APPROVAL
OF FIRESTOP CONTRACTORS," OR BEEN EVALUATED BY UL AND FOUND TO COMPLY WITH ITS "QUALIFIED FIRESTOP CONTRACTOR
PROGRAM REQUIREMENTS."
B. FIRE - TEST - RESPONSE CHARACTERISTICS: PENETRATION FIRESTOPPING SHALL COMPLY WITH THE FOLLOWING
REQUIREMENTS:
1. PENETRATION FIRESTOPPING TESTS ARE PERFORMED BY UL.
2. PENETRATION FIRESTOPPING IS IDENTICAL TO THOSE TESTED PER TESTING STANDARD REFERENCED IN "PENETRATION
FIRESTOPPING" ARTICLE. PROVIDE RATED SYSTEMS REARING MARKING OF QUALIFIED TESTING AND INSPECTION
AGENCY.
1.3 MANUFACTURERS
A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:
1. HILT], INC.
2. SPECIFIED TECHNOLOGIES INC.
3. 3M FIRE PROTECTION PRODUCTS.
4. TREMCO, INC.; TREMCO FIRE PROTECTION SYSTEMS GROUP.
5, USG CORPORATION.
1.4 PENETRATION FIRESTOPPING
A. PROVIDE PENETRATION FIRESTOPPING THAT IS PRODUCED AND INSTALLED TO RESIST SPREAD OF FIRE ACCORDING TO
REQUIREMENTS INDICATED, RESIST PASSAGE OF SMOKE AND OTHER GASES, AND MAINTAIN ORIGINAL FIRE - RESISTANCE RATING OF
CONSTRUCTION PENETRATED. PENETRATION FIRESTOPPING SYSTEMS SHALL BE COMPATIBLE WITH ONE ANOTHER, WITH THE
SUBSTRATES FORMING OPENINGS, AND WITH PENETRATING ITEMS IF ANY.
B. PENETRATIONS IN FIRE- RESISTANCE -RATED WALLS: RATINGS DETERMINED PER ASTM E 814 OR UL 1479, BASED ON TESTING
AT A POSITIVE PRESSURE DIFFERENTIAL OF 0.01 -INCH WG (2.49 PA).
1. F- RATING: NOT LESS THAN THE FIRE - RESISTANCE RATING OF CONSTRUCTIONS PENETRATED,
C. PENETI TIONS IN HORIZONTAL ASSEMBLIES: RATINGS DETERMINED PER ASTM E 114 OR UL 1479, RASED ON TESTING AT A
POSITIVE PRESSURE DIFFERENTIAL OF 0.01 -INCH WG (2.49 PA).
1. F- RATING: AT LEAST 1 HOUR, BUT NOT LESS THAN THE FIRE - RESISTANCE RATING OF CONSTRUCTIONS PENETRATED.
2. T- RATING: AT LEAST 1 HOUR, BUT NOT LESS THAN THE FIRE - RESISTANCE RATING OF CONSTRUCTIONS PENETRATED
EXCEPT FOR FLOOR PENETRATIONS WITHIN THE CAVITY OF A WALL.
D. PENETRATIONS IN SMOKE BARRIERS: PROVIDE PENETRATION FIRESTOPPING WITH RATINGS DETERMINED PER UL 1479.
1. L- RATING: NOT EXCEEDING 5.0 CFMISQ. FT. (0.025 CU. MIS PER SQ. M) OF PENETRATION OPENING AT 0.30 -INCH WG (74.7
PA) AT BOTH AMBIENT AND ELEVATED TEMPERATURES.
E. ACCESSORIES: PROVIDE COMPONENTS FOR EACH PENETRATION FIRESTOPPING SYSTEM THAT ARE NEEDED TO INSTALL FILL
MATERIALS AND TO MAINTAIN RATINGS REQUIRED. USE ONLY THOSE COMPONENTS SPECIFIED BY PENETRATION FIRESTOPPING
MANUFACTURER AND APPROVED BY QUALIFIED TESTING AND INSPECTING AGENCY FOR FIRESTOPPING INDICATED.
1.5 INSTALLATION
A. EXAMINE SUBSTRATES AND CONDITIONS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR OPENING
CONFIGURATIONS, PENETRATING ITEMS, SUBSTRATES, AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK.
B. INSTALL PENETRATION FIRESTOPPING TO COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND
PUBLISHED DRAWINGS FOR PRODUCTS AND APPLICATIONS INDICATED.
C. INSTALL FORMING MATERIALS AND OTHER ACCESSORIES OF TYPES REQUIRED TO SUPPORT FILL MATERIALS DURING THEIR
APPLICATION AND IN THE POSITION NEEDED TO PRODUCE CROSS- SECTIONAL SHAPES AND DEPTHS REQUIRED TO ACHIEVE FIRE
RATINGS INDICATED.
1. AFTER INSTALLING FILL MATERIALS AND ALLOWING THEM TO FULLY CURE, REMOVE COMBUSTIBLE FORMING MATERIALS
AND OTHER ACCESSORIES NOT INDICATED AS PERMANENT COMPONENTS OF FIRESTOPPING.
D. INSTALL FILL MATERIALS FOR FIRESTOPPING BY PROVEN TECHNIQUES TO PRODUCE THE FOLLOWING RESULTS:
1. FILL VOIDS AND CAVITIES FORMED BY OPENINGS, FORMING MATERIALS, ACCESSORIES, AND PENETRATING ITEMS AS
REQUIRED TO ACHIEVE FIRE - RESISTANCE RATINGS INDICATED.
2. APPLY MATERIALS SO THEY CONTACT AND ADHERE TO SUBSTRATES FORMED BY OPENINGS AND PENETRATING ITEMS.
3. FOR FILL MATERIALS THAT WILL REMAIN EXPOSED AFTER COMPLETING THE WORK, FINISH TO PRODUCE SMOOTH,
UNIFORM SURFACES THAT ARE FLUSH WITH ADJOINING FINISHES.
1.6 FIELD QUALITY CONTROL
A. PROCEED WITH ENCLOSING PENETRATION FIRESTOPPING WITH OTHER CONSTRUCTION ONLY AFTER INSPECTION ARE
COMPLETED AND INSTALLATIONS COMPLY WITH REQUIREMENTS.
END OF SECTION 071413
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6500 Broken Sound Boulevard NVV
Suite 125
Boca Raton, FL 33487
t: 561.995.1700
f: 561 .995.1 701
www.arrayhfs.com
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1,
MARK D. TAUDIEN
CONSULTANTS:
Smith Seckman Et Reid,
600 West Hillsboro Blasi, SUitc 300
Deerfield Beach, FL33441
Phone: 954.421.1260
Fax: 954.421.1466
BAPTIST HEALT
FLORIDA
HOSPITAL:
SOUTH M IAM I
PROJECT:
INTERIOR
I
RENOVATIONS
CENTRAL MO
ADDRESS:
6200 Southwest 73rd S-
South Miami, FL 33143
AHCA:
CLIENT CODE /FILE NUMBER: 231100154
PROJECT ID /SUBMISSION NUMBER',187
I
2 ]aid and Permit Set �
7 1 ANCA Stage III j
r UIL M, !G DEPT.
NO.T DESCRIPTION
STOL)f.,°, ,-)RIAL. SECTIO-
REVISIONS /I5!
pSHEET TITLE:
�" Y
sPEC1�ICATION
i
DRAWN: FL CHEC
CON/REF No. 000oo
PROJECT No. 3606
DATE: 07 -03 -12 SCAL
41,103-1
A-80'
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liccnscd fcr se i„ 'hc titled Fxclect Only ReprcdLAiu c
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