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01019 - CONTRACT CONSIDERATIONS
I WORK INCLUDED -
1. ACCEPTED ALTERNATES WILL BE IDENTIFIED IN OWNER -CONTRACTOR
AGREEMENT. COORDINATE RELATED WORK AND MODIFY SURROUNDING
WORK AS REQUIRED.
2. CONTRACTOR SHALL SUBMIT A PRINTED SCHEDULE OF VALUES ON AIA
FORM G703 - APPLICATION AND CERTIFICATE FOR PAYMENT
CONTINUATION SHEET, IN DUPLICATE, WITHIN 15 DAYS AFTER DATE OF
OWNER -CONTRACTOR AGREEMENT.
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3. CONTRACTOR SHALL SUBMIT THREE COPIES OF EACH APPLICATION FOR
PAYMENT TO THE ARCHITECT ON AIA FORM G702 - APPLICATION AND
CERTIFICATE FOR PAYMENT AND AIA G703 - CONTINUATION SHEET,
UTILIZING SCHEDULE OF VALUES.
4. CHANGE PROCEDURES:
1. THE ARCHITECT WILL ADVISE OF MINOR CHANGES IN THE WORK
NOT INVOLVING AN ADJUSTMENT TO CONTRACT SUM OR CONTRACT
TIME AS AUTHORIZED BY AIA A201, BY ISSUING SUPPLEMENTAL
INSTRUCTIONS ON AIA FORM G710.
2. THE ARCHITECT MAY ISSUE A PROPOSAL REQUEST WHICH INCLUDES
A DETAILED DESCRIPTION OF A PROPOSED CHANGE WITH
SUPPLEMENTARY OR REVISED CONTRACT DOCUMENTS, A CHANGE IN
CONTRACT TIME FOR EXECUTING THE CHANGE, WITH A STIPULATION
OF ANY OVERTIME WORK REQUIRED AND THE PERIOD OF TIME
DURING WHICH THE REQUESTED PRICE WILL BE CONSIDERED VALID.
CONTRACTOR TO SUBMIT AN ESTIMATE WITHIN SEVEN CALENDAR
DAYS.
3. THE CONTRACTOR MAY PROPOSE CHANGES BY SUBMITTING A
REQUEST FOR CHANGE TO THE ARCHITECT, DESCRIBING THE
PROPOSED CHANGE AND ITS FULL EFFECT ON THE WORK. INCLUDE
A STATEMENT DESCRIBING THE REASON FOR THE CHANGE, AND
THE EFFECT ON THE CONTRACT SUM AND CONTRACT TIME WITH
FULL DOCUMENTATION AND A STATEMENT DESCRIBING THE EFFECT
ON WORK BY SEPARATE OR OTHER CONTRACTORS.
4. THE ARCHITECT MAY ISSUE AIA FORM G713 CONSTRUCTION CHANGE
DIRECTIVE, SIGNED BY THE OWNER, INSTRUCTING THE CONTRACTOR
TO PROCEED WITH A CHANGE IN THE WORK, FOR SUBSEQUENT
INCLUSION IN A CHANGE ORDER. DOCUMENT WILL DESCRIBE
CHANGES IN THE WORK, AND DESIGNATE METHOD OF DETERMINING
ANY CHANGE IN CONTRACT SUM OR CONTRACT TIME. CONTRACTOR
SHALL PROMPTLY EXECUTE THE CHANGE.
5. TIME AND MATERIAL CHANGE ORDER: THE CONTRACTOR SHALL
SUBMIT AN ITEMIZED ACCOUNT AND SUPPORTING DATA AFTER
COMPLETION OF CHANGE, WITHIN TIME LIMITS INDICATED IN THE
CONDITIONS OF THE CONTRACT. ARCHITECT WILL DETERMINE THE
CHANGE ALLOWABLE IN CONTRACT SUM AND CONTRACT TIME AS
PROVIDED IN THE CONTRACT DOCUMENTS. MAINTAIN DETAILED
RECORDS OF WORK DONE ON TIME AND MATERIAL BASIS. PROVIDE
FULL INFORMATION REQUIRED FOR EVALUATION OF PROPOSED
CHANGES, AND TO SUBSTANTIATE COSTS FOR CHANGES IN THE
WORK.
6. CONTRACTOR SHALL ISSUE CHANGE ORDERS, USING AIA G701
CHANGE ORDER, FOR SIGNATURES OF ALL PARTIES AS PROVIDED IN
THE CONDITIONS OF THE CONTRACT.
II MATERIALS - NOT USED
III EXECUTION - NOT USED
END OF SECTION 01019
01039 - COORDINATION AND MEETINGS
I WORK INCLUDED -
1. VERIFY THAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF
OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES.
COORDINATE WORK OF VARIOUS SECTIONS HAVING INTERDEPENDENT
RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN
SERVICE, SUCH EQUIPMENT.
2. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL
AND ELECTRICAL WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON
DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND
CONDUIT, AS CLOSELY AS PRACTICABLE. PLACE RUNS PARALLEL WITH
LINE OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE
ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR
REPAIR.
3. IN FINISHED AREAS EXCEPT AS OTHERWISE INDICATED, CONCEAL PIPES,
DUCTS, AND WIRING WITHIN THE CONSTRUCTION. COORDINATE
LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS.
4. AFTER OWNER OCCUPANCY OF PREMISES, ACCESS TO SPACE FOR
CORRECTION OF DEFECTIVE WORK AND WORK NOT IN ACCORDANCE
WITH CONTRACT DOCUMENTS (PUNCH LIST ITEMS), SHALL BE
CONDUCTED AT TIMES OTHER THAN REGULAR WORKING HOURS UNLESS
OTHERWISE CONSENTED TO BY THE OWNER.
5. PRE -CONSTRUCTION MEETING
A. A PRE -CONSTRUCTION MEETING WILL BE SCHEDULED AT THE
PROJECT SITE PRIOR TO CONTRACTOR OCCUPANCY.
B. ATTENDANCE REQUIRED: AUTHORITY HAVING JURISDICTION,
LANDLORD, OWNER, ARCHITECT, CONTRACTOR AND CONTRACTOR'S
SUPERINTENDENT.
C. AGENDA:
1. USE OF PREMISES BY OWNER AND CONTRACTOR.
2. SECURITY
3. TEMPORARY PROTECTION AND SAFETY
4. DUST AND NOISE PROTECTION
5. STAGING AREA, DELIVERY AND STORAGE OF MATERIALS
6. SCHEDULES AND PHASING OF THE WORK
7. CONTRACTOR PARKING
8. WORK HOURS
9. INSPECTION AND CERTIFICATE OF OCCUPANCY PROCEDURES
10. ANY SPECIFIC REQUIREMENTS BY AUTHORITY HAVING
JURISDICTION, LANDLORD OR OWNER.
D. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES
WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS,
WITH ONE COPY TO THE AUTHORITY HAVING JURISDICTION,
LANDLORD, OWNER, ARCHITECT, ALL OTHER PARTICIPANTS AND
THOSE AFFECTED BY DECISIONS MADE.
6. SITE MOBILIZATION MEETING
A. ARCHITECT AND OWNER WILL SCHEDULE A MEETING AT THE
PROJECT SITE PRIOR TO CONTRACTOR OCCUPANCY.
B. ATTENDANCE REQUIRED: OWNER, ARCHITECT, SPECIAL CONSULTANTS,
CONTRACTOR, CONTRACTOR'S SUPERINTENDENT, AND MAJOR
SUBCONTRACTORS.
C. AGENDA:
1. USE OF PREMISES BY OWNER AND CONTRACTOR.
2. OWNER'S REQUIREMENTS.
3. CONSTRUCTION FACILITIES AND CONTROLS PROVIDED BY
OWNER.
4. TEMPORARY FACILITIES PROVIDED BY OWNER.
5. SECURITY AND HOUSEKEEPING PROCEDURES.
6. SCHEDULES.
7. PROCEDURES FOR TESTING.
8. PROCEDURES FOR MAINTAINING RECORD DOCUMENTS.
9. REQUIREMENTS FOR START-UP OF EQUIPMENT.
10. INSPECTION AND ACCEPTANCE OF EQUIPMENT PUT INTO
SERVICE DURING CONSTRUCTION PERIOD.
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D. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES
WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS,
WITH ONE COPY TO OWNER, ARCHITECT, OTHER PARTICIPANTS, AND
THOSE AFFECTED BY DECISIONS MADE.
7. PROGRESS MEETINGS
A. CONTRACTOR SHALL SCHEDULE AND ADMINISTER MEETINGS
THROUGHOUT PROGRESS OF THE WORK AT MAXIMUM WEEKLY
INTERVALS.
B. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR MEETINGS, PREPARE
AGENDA WITH COPIES FOR PARTICIPANTS, PRESIDE AT MEETINGS.
C. ATTENDANCE REQUIRED: JOB SUPERINTENDENT, MAJOR
SUBCONTRACTORS AND SUPPLIERS, OWNER, ARCHITECT, AND
CONSULTANTS APPROPRIATE TO AGENDA TOPICS FOR EACH
MEETING.
D. AGENDA:
1. REVIEW MINUTES OF PREVIOUS MEETING.
2. REVIEW PROGRESS OF WORK.
3. FIELD OBSERVATIONS, PROBLEMS, AND DECISIONS.
4. IDENTIFICATION OF PROBLEMS WHICH IMPEDE PLANNED
PROGRESS.
5. REVIEW OF SUBMITTALS SCHEDULE AND STATUS OF
SUBMITTALS.
6. REVIEW OF OFF-SITE FABRICATION AND DELIVERY SCHEDULES.
7. MAINTENANCE OF PROGRESS SCHEDULE.
8. CORRECTIVE MEASURES TO REGAIN PROJECTED SCHEDULES.
9. PLANNED PROGRESS DURING SUCCEEDING WORK PERIOD.
10. COORDINATION OF PROJECTED PROGRESS.
11. MAINTENANCE OF QUALITY AND WORK STANDARDS.
12. EFFECT OF PROPOSED CHANGES ON PROGRESS SCHEDULE
AND COORDINATION.
13. OTHER BUSINESS RELATING TO WORK.
E. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES
WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS,
WITH ONE COPY TO ARCHITECT, OWNER, PARTICIPANTS, AND THOSE
AFFECTED BY DECISIONS MADE.
8. PRE -INSTALLATION MEETING
A. WHEN REQUIRED IN INDIVIDUAL SPECIFICATION SECTIONS, CONVENE
A PRE -INSTALLATION MEETING AT WORK SITE PRIOR TO
COMMENCING WORK OF THE SECTION.
B. REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING, OR
AFFECTED BY, WORK OF THE SPECIFIC SECTION.
C. NOTIFY ARCHITECT FOUR BUSINESS DAYS IN ADVANCE OF MEETING DATE
D. CONTRACTOR SHALL PREPARE AGENDA AND PRESIDE AT MEETING:
1. REVIEW CONDITIONS OF INSTALLATION, PREPARATION AND
INSTALLATION PROCEDURES.
2. REVIEW COORDINATION WITH RELATED WORK.
E. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES
WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS,
WITH ONE COPY TO ARCHITECT, OWNER, PARTICIPANTS, AND THOSE
AFFECTED BY DECISIONS MADE.
II MATERIALS - NOT USED
III EXECUTION - NOT USED
END OF SECTION 01039
01045 CUTTING AND PA
I WORK INCLUDED -
1. THIS SECTION ESTABLISHES GENERAL REQUIREMENTS PERTAINING
TO CUTTING INCLUDING FITTING, AND PATCHING OF ALL THE WORK,
INCLUDING MISCELLANEOUS ARCHITECTURAL, STRUCTURAL
MECHANICAL AND ELECTRICAL WORK REQUIRED OUTSIDE THE
CONTRACT LIMIT LINE REQUIRED TO:
1. MAKE THE SEVERAL PARTS FIT PROPERLY, NEW AND EXISTING.
2. CORE DRILL FLOOR STRUCTURE AND SAWCUT FINISH FLOOR
TOPPING FOR ELECTRICAL AND NEW FINISH FLOOR
REQUIREMENTS.
3. UNCOVER WORK TO PROVIDE FOR THE INSTALLATION,
INSPECTION, OR BOTH OF ILL-TIMED WORK.
4. REMOVE AND REPLACE WORK NOT CONFORMING TO
REQUIREMENTS OF THE CONTRACT DOCUMENTS.
5. REMOVE AND REPLACE DEFECTIVE WORK.
6. CUT, REPAIR AND PATCH TO MATCH EXISTING WORK LEFT
EXPOSED TO VIEW BY REMOVALS AND WHERE DAMAGED BY
THIS CONTRACT WORK.
2. IN ADDITION TO OTHER REQUIREMENTS SPECIFIED, UPON THE
ARCHITECT'S REQUEST, UNCOVER WORK TO PROVIDE FOR
INSPECTION BY THE ARCHITECT OF COVERED WORK, AND REMOVE
SAMPLES OF INSTALLED MATERIALS FOR TESTING.
3. DO NOT CUT OR ALTER WORK PERFORMED UNDER SEPARATE
CONTRACT WITHOUT THE ARCHITECT'S WRITTEN PERMISSION.
4. PERFORM ALL CUTTING AND PATCHING IN STRICT ACCORDANCE
WITH PERTINENT REQUIREMENTS OF THESE SPECIFICATIONS AND, IN
THE EVENT THAT NO SUCH REQUIREMENTS ARE DETERMINED, IN
CONFORMANCE WITH THE ARCHITECT'S WRITTEN DIRECTION.
5. PRIOR TO CUTTING WHICH AFFECTS THE STRUCTURAL SAFETY OR
THE STRUCTURAL INTEGRITY OF THE BUILDING, SUBMIT A WRITTEN
REQUEST TO THE ARCHITECT FOR PERMISSION TO PROCEED WITH
CUTTING. DO NOT CUT ANY STRUCTURAL WALLS, SLABS OR
FRAMING MEMBERS, INCLUDING ANY REINFORCING UNTIL
PERMISSION IS RECEIVED IN WRITING. IF REINFORCEMENT IS
ENCOUNTERED WHERE NOT EXPECTED DO NOT PROCEED WITH
CUTTING WITHOUT NOTIFYING THE ARCHITECT AND RECEIVING
WRITTEN PERMISSION TO PROCEED.
1 • PRIOR TO CUTTING (CORE BORING) EXISTING FLOOR SLABS
CONTRACTOR SHALL VERIFY STRUCTURAL REINFORCING OF
CONCRETE, IF UNKNOWN, BY APPROVED XRAY METHOD, OR
APPROVED ALTERNATE, UNLESS PERMISSION TO PROCEED IS
GIVEN BY BUILDING OWNER'S REPRESENTATIVE FOR KNOWN
STRUCTURAL REINFORCEMENT LOCATIONS. DO NOT PROCEED
WITH ANY CUTTING (CORE BORING) UNTIL WRITTEN
AUTHORIZATION IS RECEIVED FROM BUILDING OWNER.
6. PRIOR TO CUTTING AND PATCHING PERFORMED PURSUANT TO THE
ARCHITECT'S INSTRUCTIONS, SUBMIT COST ESTIMATE TO THE
ARCHITECT. SECURE THE ARCHITECT'S ACCEPTANCE OF COST
ESTIMATE AND TYPE OF COST REIMBURSEMENT BEFORE
PROCEEDING WITH CUTTING AND PATCHING.
7. SUBMIT WRITTEN NOTICE TO THE ARCHITECT DESIGNATING TIME
THE WORK WILL BE UNCOVERED, TO PROVIDE FOR THE
ARCHITECT'S OBSERVATION.3
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
4
II MATERIALS -
1. FOR REPLACEMENT OF WORK REMOVED, USE MATERIALS WHICH
COMPLY WITH THE PERTINENT SECTIONS OF THESE
SPECIFICATIONS. EXISTING AREAS ABUTTING NEW WORK OUTSIDE
CONTRACT LIMIT LINE ARE TO MATCH EXISTING LIKE WORK IN
MATERIAL AND FINISH: SEE SECTION 01400.
III EXECUTION -
1. INSPECT EXISTING CONDITIONS, INCLUDING ELEMENTS SUBJECT TO
MOVEMENT OR DAMAGE DURING CUTTING AND PATCHING.
2. AFTER UNCOVERING THE WORK, INSPECT CONDITIONS AFFECTING
INSTALLATION OF THE NEW WORK.
3. IF UNCOVERED CONDITIONS ARE NOT AS ANTICIPATED, IMMEDIATELY
NOTIFY THE ARCHITECT AND SECURE NEEDED DIRECTIONS.
4. DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL SUCH
DISCREPANCIES HAVE BEEN TRULY RESOLVED.
5. PROVIDE ALL REQUIRED PROTECTION INCLUDING, BUT NOT
NECESSARILY LIMITED TO, SHORING, BRACING AND SUPPORT TO
MAINTAIN STRUCTURAL INTEGRITY OF THE WORK.
6. PERFORM ALL WORK AS REQUIRED UNDER PERTINENT SECTIONS
OF THESE SPECIFICATIONS. PERFORM CUTTING AND PATCHING BY
METHODS WHICH WILL PREVENT DAMAGE TO OTHER PORTIONS OF
THE WORK AND WILL PROVIDE PROPER SURFACES TO RECEIVE OR
REPAIR NEW WORK. PERFORM FITTING AND ADJUSTMENT OF
PRODUCTS TO PROVIDE FINISHED INSTALLATION COMPLYING WITH
THE SPECIFIED TOLERANCES AND FINISHES.
7. CORE DRILL SLAB AND MAKE MINIMUM WIDTH AND RUN SAWCUT IN
FINISH FLOOR TOPPING TO FLUSH FLOOR BOX LOCATIONS. ADJUST
CORE DRILLING TO MISS SLAB REINFORCEMENT. PATCH TO MATCH
FINISH FLOOR WHERE EXPOSED TO VIEW.
END OF SECTION 01045
01090 - REFERENCE STANDARDS
I WORK INCLUDED -
1. THROUGHOUT THE CONTRACT DOCUMENTS, REFERENCE IS MADE TO
CODES AND STANDARDS WHICH ESTABLISH QUALITIES AND TYPES OF
WORKMANSHIP AND MATERIALS, AND WHICH ESTABLISH METHODS FOR
TESTING AND REPORTING ON THE PERTINENT CHARACTERISTICS.
2. ALL MATERIALS AND WORKMANSHIP ARE REQUIRED BY THESE
CONTRACT DOCUMENTS TO MEET OR EXCEED ALL PERTINENT CODES
AND STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
PROVIDE MATERIALS AND WORKMANSHIP WHICH MEET OR EXCEED
THE SPECIFICALLY NAMED CODE OR STANDARD.
3. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY, WHEN SO REQUIRED
BY THE CONTRACT DOCUMENTS OR BY WRITTEN REQUEST FROM THE
ARCHITECT, TO DELIVER TO THE ARCHITECT ALL REQUIRED PROOF
THAT THE MATERIALS AND WORKMANSHIP, OR BOTH, MEET OR
EXCEED THE REQUIREMENTS OF A SPECIFICALLY NAMED CODE OR
STANDARD. SUCH PROOF SHALL BE IN THE FORM REQUESTED IN
WRITING BY THE ARCHITECT, AND GENERALLY WILL BE REQUIRED TO
BE COPIES OF A CERTIFIED REPORT OF TESTS CONDUCTED BY A
TESTING AGENCY ACCEPTED FOR THAT PURPOSE BY THE ARCHITECT
4. SPECIFIC NAMING OF CODES OR STANDARDS OCCURS ON THE
DRAWINGS AND IN OTHER SECTIONS OF THESE SPECIFICATIONS.
5. QUALITY ASSURANCE:
1. FAMILIARITY WITH PERTINENT CODES AND STANDARDS.
2. IN PROCURING ALL ITEMS USED IN THIS WORK, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE DETAILED
REQUIREMENTS OF THE SPECIFICALLY NAMED CODES AND
STANDARDS AND TO VERIFY THAT THE ITEMS PROCURED FOR
USE IN THIS WORK MEET OR EXCEED THE SPECIFIED
REQUIREMENTS.
3. THE ARCHITECT RESERVES THE RIGHT TO REJECT ITEMS
INCORPORATED INTO THE WORK WHICH FAIL TO MEET THE
SPECIFIED MINIMUM REQUIREMENTS. THE ARCHITECT FURTHER
RESERVES THE RIGHT, AND WITHOUT PREJUDICE TO OTHER
RECOURSE THE ARCHITECT MAY TAKE, TO ACCEPT
NON -COMPLYING ITEMS SUBJECT TO AN ADJUSTMENT IN THE
CONTRACT AMOUNT AS ACCEPTED BY THE ARCHITECT AND THE
OWNER.
II MATERIALS -
1. REFERENCE STANDARDS:
1. REFERENCE STANDARDS LISTED IN THESE SPECIFICATIONS
INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, THE LATEST
EDITIONS OF STANDARDS PROMULGATED BY THE FOLLOWING
AGENCIES AND ORGANIZATIONS:
AAMA AMERICAN ARCHITECTURAL MANUFACTURER'S ASSOCIATION
2700 RIVER ROAD, SUITE 118, DES PLAINS, IL
(312) 699-7310
ACT AMERICAN CONCRETE INSTITUTE
P.O. BOX 19150 REDFOLD STATION
DETROIT, MI 48219
AIA AMERICAN INSTITUTE OF ARCHITECTS
1735 NEW YORK AVE. NW, WASHINGTON, DC 20006
(202) 626-7474
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
400 N. MICHIGAN AVE. 8TH FLR., CHICAGO, IL 60611
(312) 670-2400
AISI AMERICAN IRON AND STEEL INSTITUTE
1000 16TH ST. NW, WASHINGTON, DC 20036
(202) 452-7100
AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
333 W. HAMPDEN AVE. ENGLEWOOD, CO 80110
(303) 761-3212
ALSC AMERICAN LUMBER STANDARDS COMMITTEE
P.O. BOX 210, GERMANTOWN, MD 20874
(301) 972-1700
AMCA AIR MOVEMENT AND CONTROL ASSOCIATION
30 W. UNIVERSITY DRIVE, ARLINGTON HEIGHTS, IL 60004
(312) 394-0150
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
1430 BROADWAY, NEW YORK, NY 10018
(212) 354-3300
APA AMERICAN PLYWOOD ASSOCIATION
P.O. BOX 1170, TACOMA, WA 98411
(206) 565-6600
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ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE
1501 WILSON BLVD., ARLINGTON, VA 22209
(703) 524-8800
ASC ADHESIVE AND SEALANT COUNCIL
1600 WILSON BLVD., SUITE 910, ARLINGTON, VA 22209
(703) 841-1112
ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND
AIRCONDITIONING ENGINEERS
1791 TULLIE CIRCLE, NE, ATLANTA, GA 30329
(404) 636-8400
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
345 E. 47TH ST., NEW YORK, NY 10017
(212) 705-7722
ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS
15233 VENTURA BLVD., SUITE 811, SHERMAN OAKS, CA 91403
(213) 783-4845
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
1916 RACE ST., PHILADELPHIA, PA 19103
(215) 299-5400
AWI AMERICAN WOODWORK INSTITUTE
1952 ISAAC NEWTON SQUARE, RESTON, VA 20190
(703) 733-0600
AWPA AMERICAN WOOD PRESERVERS ASSOCIATION
7735 OLD GEORGETOWN RD.
BETHESDA, MD 20014
AWS AMERICAN WELDING SOCIETY
P.O. BOX 351040, 550 LEJUNE RD., NW, MIAMI, FL 33135
(305) 443-9353
AWWA AMERICAN WATER WORKS ASSOCIATION, INC.
6666 W. QUINCY AVE., DENVER, CO 80235
(303) 794-7711
BOCA BASIC NATIONAL BUILDING CODE BUILDING OFFICIALS AND
CODE ADMINISTRATIONS INTER. INC.
4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795
(708) 799-2300
BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION
60 E. 42ND ST., ROOM 511, NEW YORK, NY 10165
(212) 682-8142
FGMA FLAT GLASS MARKETING ASSOCIATION
3310 HARRISON ST., TOPEKA, KS 66611
(913) 266-7013
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS, INC.
345 E. 47TH ST., NEW YORK, NY 10017
(212) 705-7900
MCAA MECHANICAL CONTRACTOR'S ASSOCIATION OF AMERICA
5530 WISCONSIN ANE., SUITE 250, CHEVY CHASE, MD 20815
(301) 654-7960
NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL
MANUFACTURERS
221 N, LASALLE ST., CHICAGO, IL 60601
(312) 346-1600
NBS NATIONAL BUREAU OF STANDARDS -U.S. DEPARTMENT OF
COMMERCE
GAITHERSBURG, MD 20234
(301) 921-1000
NEC NATIONAL ELECTRICAL CODE-NFPA
BATTERYMARCH PARK, QUINCY, MA 02269
(617) 770-3300
NECA NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION
7315 WISCONSIN AVE., BETHESDA, MD 20814
(301) 657-3110
NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION
2101 L ST., NW, WASHINGTON, DC 20037
(202) 457-8400
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
BATTERYMARCH PARK, QUINCY, MA 02269
(617) 770-3300
NHLA NATIONAL HARDWARE LUMBER ASSOCIATION
P.O. BOX 34518, MEMPHIS, TN 38104
(901) 377-1818
NMC NATIONAL MECHANICAL CODE-BOCA
4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795
(708) 799-2300
NPC NATIONAL PLUMBING CODE-BOCA
4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795
(708) 799-2300
OSHA OCCUPATIONAL SAFETY HEALTH ADMINISTRATION
U.S. DEPARTMENT OF LABOR WASHINGTON, DC 20402
SMACNA SHEEP METAL AND AIR CONDITIONING CONTRACTORS
NATIONAL ASSOCIATION
P.O. BOX 70, MERRIFIELD,VA 22116
(703) 790-9890
SSPC STEEL STRUCTURES PAINTING COUNCIL
4400 5TH AVE„ PITTSBURGH, PA 15213
(412) 578-3327
TCA TILE COUNCIL OF AMERICA, INC.
P.O. BOX 326, PRINCETON, NJ 08540
(609) 921-7050
UL UNDERWRITER'S LABORATORIES
333 PFINGSTEN RD., NORTHBROOK, IL 60062
(312) 272-8800
III EXECUTION -
NOT USED
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A
AI
01010 - SUMMARY OF WORK
I WORK INCLUDED -
1. WORK INCLUDED: TENANT FIT OUT OF RETAIL SPACE, INCLUDING
NEW PARTITIONS, ELECTRICAL & FINISHES AS FURTHER DEFINED IN
THE CONTRACT DOCUMENTS.
2. ALL WORK TO BE CONDUCTED AS QUIETLY AS POSSIBLE AND WITH
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A MINIMUM AMOUNT OF NOISE OR DUST.
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3. WHERE THE SCOPE OF THE WORK OF THE CONTRACTOR CALLS FOR
SERVICE CONNECTIONS, SUPPORTS OR INSTALLATION OF ANY ITEM
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OR GROUP OF ITEMS BEING FURNISHED BY OTHER CONTRACTS, THE
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OMISSION OF ANY GIVEN ITEM FROM THE DRAWINGS OF THIS
D PARTICULAR CONTRACT SHALL NOT RELIEVE THE CONTRACTOR OF
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THE RESPONSIBILITY FOR INSTALLING, CONNECTING OR SUPPORTING
SUCH ITEM AT NO INCREASE IN CONTRACT.
4. THE CONTRACTOR SHALL BE BOUND TO THE BUILDING RULES AS TO
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THE HOURS OF WORK, USE OF THE ELEVATORS AND STAIRS,
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STORAGE AND REMOVAL OF DEBRIS, ETC. ALL WORK SHALL BE
PERFORMED AS EXPEDITIOUSLY AS POSSIBLE. THE CONTRACT PRICE
MUST INCLUDE ANY AND ALL CONSIDERATION OF THE BUILDING
RULES. NO EXTRA CHARGES WILL BE ADDED AFTER CONTRACT
SIGNING.
5. THE CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR
WORK IN A MANNER THAT WILL CAUSE THE LEAST INTERFERENCE
TO THE OPERATION OF THE PRESENT TENANTS AND TO THE PUBLIC.
6. SUBJECT TO THE CONDITIONS ELSEWHERE STATED HEREIN, THE
AREAS TO BE OCCUPIED BY THE PERMANENT CONSTRUCTION WILL
BE MADE AVAILABLE TO THE CONTRACTOR UPON THE
COMMENCEMENT OF THE CONTRACTOR'S FIRST OPERATIONS AT THE
CONSTRUCTION SITE. THE CONTRACTOR WILL PROVIDE PROTECTION
OF COMMON AREAS AS NECESSARY, SUBJECT TO THE REVIEW AND
THE ACCEPTANCE OF THE OWNER AND ARCHITECT.
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7. THE CONTRACTOR SHALL COOPERATE WITH AND COORDINATE THEIR
OPERATIONS WITH THOSE OF THE OWNER AND ALL TENANTS. THE
CONTRACTOR SHALL SO PLAN AND CONDUCT THEIR OPERATIONS AS
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TO WORK IN HARMONY WITH OTHERS ENGAGED AT THE
CONSTRUCTION SITE AND NOT TO DELAY, ENDANGER OR INTERFERE
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WITH THE OPERATIONS OF OTHERS (WHETHER OR NOT SPECIFICALLY
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MENTIONED ABOVE), ALL TO THE BEST INTERESTS OF THE OWNER
AND THE PUBLIC AND AS MAY BE DIRECTED BY THE OWNER,
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TENANTS AND ARCHITECT.
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8. THE CONTRACTOR SHALL NOT INTERFERE WITH GENERAL PUBLIC
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ACCESS AND EGRESS. INTRODUCTION OF MATERIALS AND ACCESS
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C AND EGRESS OF THE WORKFORCE SHALL BE RESTRICTED TO SUCH
PLACES AND IN SUCH MANNER AS ACCEPTED BY THE OWNER,
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TENANT AND ARCHITECT.
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9. ALL WORK IS REQUIRED TO BE COORDINATED WITH TENANT
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OPERATIONS THROUGH THE ARCHITECT. THE CONTRACTOR WILL BE
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PERMITTED TO WORK DURING NORMAL WORKING HOURS ONLY TO
THE EXTENT THAT SUCH OPERATION DOES NOT INTERFERE
SIGNIFICANTLY WITH OPERATIONS. WORK WITHIN ANY AREA
ENCLOSED BY PERMANENT CONSTRUCTION PARTITION WILL BE
PERMITTED DURING ALL HOURS PROVIDED THAT NOISE LEVELS ARE
ACCEPTABLE TO THE OWNER, TENANTS AND THE ARCHITECT.
10. PROVIDE SUCH EQUIPMENT AND FACILITIES AS ARE NECESSARY OR
REQUIRED, IN CASE OF ACCIDENT, FOR FIRST AID SERVICE TO ANY
WHO MAY BE INJURED IN THE PROGRESS OF THE WORK, AND
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HAVE STANDING ARRANGEMENTS FOR THE REMOVAL AND HOSPITAL
TREATMENT OF ANY EMPLOYEES WHO MAY BE INJURED OR WHO
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MAY BECOME ILL. COMPLY WITH OCCUPATIONAL SAFETY AND
HEALTH STANDARDS ISSUED BY THE SECRETARY OF LABOR
PURSUANT TO THE WILLIAMS -STEIGER OCCUPATIONAL SAFETY AND
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HEALTH ACT OF 1970 AND AS AMENDED.
11. WORK BY OWNER
1. THE OWNER MAY AWARD SEPARATE CONTRACTS WHICH WILL
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COMMENCE DURING WORK UNDER THIS CONTRACT. THESE
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CONTRACTS INCLUDE, BUT NOT NECESSARILY LIMITED TO:
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TELEPHONES, ELECTRONIC EQUIPMENT, WIRING, SIGNAL AND
COMMUNICATION CIRCUITS.
2• ITEMS NOTED 'NIC' (NOT IN CONTRACT), WILL BE FURNISHED AND
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INSTALLED BY OWNER.
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3. FOR ITEMS FURNISHED BY OWNER FOR FINAL CONNECTION BY
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CONTRACTOR. REFER TO DRAWINGS.
6 12. OWNER SUPPLIED PRODUCTS
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1. THE FOLLOWING ABBREVIATIONS ARE UTILIZED IN THE CONTRACT
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DOCUMENTS:
A. OS01 - OWNER SUPPLIED OWNER INSTALLED.
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B OSCI - OWNER SUPPLIED CONTRACTOR INSTALLED.
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2. OWNER'S RESPONSIBILITIES: (OS01 & OSCI)
A. ARRANGE FOR AND DELIVER OWNER REVIEWED SHOP
DRAWINGS, PRODUCT DATA, AND SAMPLES, TO THE
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CONTRACTOR.
B. ARRANGE AND PAY FOR PRODUCT DELIVERY TO SITE.
C. ON DELIVERY, INSPECT PRODUCTS JOINTLY WITH THE
CONTRACTOR.
D. SUBMIT CLAIMS FOR TRANSPORTATION DAMAGE AND REPLACE
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DAMAGED, DEFECTIVE, OR DEFICIENT ITEMS.
E. ARRANGE FOR MANUFACTURERS' WARRANTIES, INSPECTIONS,
AND SERVICE.
3. CONTRACTOR'S RESPONSIBILITIES: (OS01 & OSCI)
A. REVIEW OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA,
AND SAMPLES.
B. RECEIVE, UNLOAD AND UNCRATE PRODUCTS AT THE SITE;
INSPECT FOR COMPLETENESS OR DAMAGE, JOINTLY WITH
OWNER.
C. HANDLE AND STORE PRODUCTS.
D. REPAIR OR REPLACE ITEMS DAMAGED AFTER RECEIPT.
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E• INSTALL AND FINISH PRODUCTS. (OSCI ONLY)
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4. ITEMS SUPPLIED TO SITE AND INSTALLED BY OWNER (OS01):
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A. ITEMS AS INDICATED ON THE DRAWINGS.
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5. ITEMS SUPPLIED BY OWNER FOR INSTALLATION BY CONTRACTOR
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(OSCI):
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A. ITEMS AS INDICATED ON THE DRAWINGS.
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III EXECUTION - NOT USED
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END OF SECTION 01010
01019 - CONTRACT CONSIDERATIONS
I WORK INCLUDED -
1. ACCEPTED ALTERNATES WILL BE IDENTIFIED IN OWNER -CONTRACTOR
AGREEMENT. COORDINATE RELATED WORK AND MODIFY SURROUNDING
WORK AS REQUIRED.
2. CONTRACTOR SHALL SUBMIT A PRINTED SCHEDULE OF VALUES ON AIA
FORM G703 - APPLICATION AND CERTIFICATE FOR PAYMENT
CONTINUATION SHEET, IN DUPLICATE, WITHIN 15 DAYS AFTER DATE OF
OWNER -CONTRACTOR AGREEMENT.
1
2
3. CONTRACTOR SHALL SUBMIT THREE COPIES OF EACH APPLICATION FOR
PAYMENT TO THE ARCHITECT ON AIA FORM G702 - APPLICATION AND
CERTIFICATE FOR PAYMENT AND AIA G703 - CONTINUATION SHEET,
UTILIZING SCHEDULE OF VALUES.
4. CHANGE PROCEDURES:
1. THE ARCHITECT WILL ADVISE OF MINOR CHANGES IN THE WORK
NOT INVOLVING AN ADJUSTMENT TO CONTRACT SUM OR CONTRACT
TIME AS AUTHORIZED BY AIA A201, BY ISSUING SUPPLEMENTAL
INSTRUCTIONS ON AIA FORM G710.
2. THE ARCHITECT MAY ISSUE A PROPOSAL REQUEST WHICH INCLUDES
A DETAILED DESCRIPTION OF A PROPOSED CHANGE WITH
SUPPLEMENTARY OR REVISED CONTRACT DOCUMENTS, A CHANGE IN
CONTRACT TIME FOR EXECUTING THE CHANGE, WITH A STIPULATION
OF ANY OVERTIME WORK REQUIRED AND THE PERIOD OF TIME
DURING WHICH THE REQUESTED PRICE WILL BE CONSIDERED VALID.
CONTRACTOR TO SUBMIT AN ESTIMATE WITHIN SEVEN CALENDAR
DAYS.
3. THE CONTRACTOR MAY PROPOSE CHANGES BY SUBMITTING A
REQUEST FOR CHANGE TO THE ARCHITECT, DESCRIBING THE
PROPOSED CHANGE AND ITS FULL EFFECT ON THE WORK. INCLUDE
A STATEMENT DESCRIBING THE REASON FOR THE CHANGE, AND
THE EFFECT ON THE CONTRACT SUM AND CONTRACT TIME WITH
FULL DOCUMENTATION AND A STATEMENT DESCRIBING THE EFFECT
ON WORK BY SEPARATE OR OTHER CONTRACTORS.
4. THE ARCHITECT MAY ISSUE AIA FORM G713 CONSTRUCTION CHANGE
DIRECTIVE, SIGNED BY THE OWNER, INSTRUCTING THE CONTRACTOR
TO PROCEED WITH A CHANGE IN THE WORK, FOR SUBSEQUENT
INCLUSION IN A CHANGE ORDER. DOCUMENT WILL DESCRIBE
CHANGES IN THE WORK, AND DESIGNATE METHOD OF DETERMINING
ANY CHANGE IN CONTRACT SUM OR CONTRACT TIME. CONTRACTOR
SHALL PROMPTLY EXECUTE THE CHANGE.
5. TIME AND MATERIAL CHANGE ORDER: THE CONTRACTOR SHALL
SUBMIT AN ITEMIZED ACCOUNT AND SUPPORTING DATA AFTER
COMPLETION OF CHANGE, WITHIN TIME LIMITS INDICATED IN THE
CONDITIONS OF THE CONTRACT. ARCHITECT WILL DETERMINE THE
CHANGE ALLOWABLE IN CONTRACT SUM AND CONTRACT TIME AS
PROVIDED IN THE CONTRACT DOCUMENTS. MAINTAIN DETAILED
RECORDS OF WORK DONE ON TIME AND MATERIAL BASIS. PROVIDE
FULL INFORMATION REQUIRED FOR EVALUATION OF PROPOSED
CHANGES, AND TO SUBSTANTIATE COSTS FOR CHANGES IN THE
WORK.
6. CONTRACTOR SHALL ISSUE CHANGE ORDERS, USING AIA G701
CHANGE ORDER, FOR SIGNATURES OF ALL PARTIES AS PROVIDED IN
THE CONDITIONS OF THE CONTRACT.
II MATERIALS - NOT USED
III EXECUTION - NOT USED
END OF SECTION 01019
01039 - COORDINATION AND MEETINGS
I WORK INCLUDED -
1. VERIFY THAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF
OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES.
COORDINATE WORK OF VARIOUS SECTIONS HAVING INTERDEPENDENT
RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN
SERVICE, SUCH EQUIPMENT.
2. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL
AND ELECTRICAL WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON
DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND
CONDUIT, AS CLOSELY AS PRACTICABLE. PLACE RUNS PARALLEL WITH
LINE OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE
ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR
REPAIR.
3. IN FINISHED AREAS EXCEPT AS OTHERWISE INDICATED, CONCEAL PIPES,
DUCTS, AND WIRING WITHIN THE CONSTRUCTION. COORDINATE
LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS.
4. AFTER OWNER OCCUPANCY OF PREMISES, ACCESS TO SPACE FOR
CORRECTION OF DEFECTIVE WORK AND WORK NOT IN ACCORDANCE
WITH CONTRACT DOCUMENTS (PUNCH LIST ITEMS), SHALL BE
CONDUCTED AT TIMES OTHER THAN REGULAR WORKING HOURS UNLESS
OTHERWISE CONSENTED TO BY THE OWNER.
5. PRE -CONSTRUCTION MEETING
A. A PRE -CONSTRUCTION MEETING WILL BE SCHEDULED AT THE
PROJECT SITE PRIOR TO CONTRACTOR OCCUPANCY.
B. ATTENDANCE REQUIRED: AUTHORITY HAVING JURISDICTION,
LANDLORD, OWNER, ARCHITECT, CONTRACTOR AND CONTRACTOR'S
SUPERINTENDENT.
C. AGENDA:
1. USE OF PREMISES BY OWNER AND CONTRACTOR.
2. SECURITY
3. TEMPORARY PROTECTION AND SAFETY
4. DUST AND NOISE PROTECTION
5. STAGING AREA, DELIVERY AND STORAGE OF MATERIALS
6. SCHEDULES AND PHASING OF THE WORK
7. CONTRACTOR PARKING
8. WORK HOURS
9. INSPECTION AND CERTIFICATE OF OCCUPANCY PROCEDURES
10. ANY SPECIFIC REQUIREMENTS BY AUTHORITY HAVING
JURISDICTION, LANDLORD OR OWNER.
D. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES
WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS,
WITH ONE COPY TO THE AUTHORITY HAVING JURISDICTION,
LANDLORD, OWNER, ARCHITECT, ALL OTHER PARTICIPANTS AND
THOSE AFFECTED BY DECISIONS MADE.
6. SITE MOBILIZATION MEETING
A. ARCHITECT AND OWNER WILL SCHEDULE A MEETING AT THE
PROJECT SITE PRIOR TO CONTRACTOR OCCUPANCY.
B. ATTENDANCE REQUIRED: OWNER, ARCHITECT, SPECIAL CONSULTANTS,
CONTRACTOR, CONTRACTOR'S SUPERINTENDENT, AND MAJOR
SUBCONTRACTORS.
C. AGENDA:
1. USE OF PREMISES BY OWNER AND CONTRACTOR.
2. OWNER'S REQUIREMENTS.
3. CONSTRUCTION FACILITIES AND CONTROLS PROVIDED BY
OWNER.
4. TEMPORARY FACILITIES PROVIDED BY OWNER.
5. SECURITY AND HOUSEKEEPING PROCEDURES.
6. SCHEDULES.
7. PROCEDURES FOR TESTING.
8. PROCEDURES FOR MAINTAINING RECORD DOCUMENTS.
9. REQUIREMENTS FOR START-UP OF EQUIPMENT.
10. INSPECTION AND ACCEPTANCE OF EQUIPMENT PUT INTO
SERVICE DURING CONSTRUCTION PERIOD.
2
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D. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES
WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS,
WITH ONE COPY TO OWNER, ARCHITECT, OTHER PARTICIPANTS, AND
THOSE AFFECTED BY DECISIONS MADE.
7. PROGRESS MEETINGS
A. CONTRACTOR SHALL SCHEDULE AND ADMINISTER MEETINGS
THROUGHOUT PROGRESS OF THE WORK AT MAXIMUM WEEKLY
INTERVALS.
B. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR MEETINGS, PREPARE
AGENDA WITH COPIES FOR PARTICIPANTS, PRESIDE AT MEETINGS.
C. ATTENDANCE REQUIRED: JOB SUPERINTENDENT, MAJOR
SUBCONTRACTORS AND SUPPLIERS, OWNER, ARCHITECT, AND
CONSULTANTS APPROPRIATE TO AGENDA TOPICS FOR EACH
MEETING.
D. AGENDA:
1. REVIEW MINUTES OF PREVIOUS MEETING.
2. REVIEW PROGRESS OF WORK.
3. FIELD OBSERVATIONS, PROBLEMS, AND DECISIONS.
4. IDENTIFICATION OF PROBLEMS WHICH IMPEDE PLANNED
PROGRESS.
5. REVIEW OF SUBMITTALS SCHEDULE AND STATUS OF
SUBMITTALS.
6. REVIEW OF OFF-SITE FABRICATION AND DELIVERY SCHEDULES.
7. MAINTENANCE OF PROGRESS SCHEDULE.
8. CORRECTIVE MEASURES TO REGAIN PROJECTED SCHEDULES.
9. PLANNED PROGRESS DURING SUCCEEDING WORK PERIOD.
10. COORDINATION OF PROJECTED PROGRESS.
11. MAINTENANCE OF QUALITY AND WORK STANDARDS.
12. EFFECT OF PROPOSED CHANGES ON PROGRESS SCHEDULE
AND COORDINATION.
13. OTHER BUSINESS RELATING TO WORK.
E. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES
WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS,
WITH ONE COPY TO ARCHITECT, OWNER, PARTICIPANTS, AND THOSE
AFFECTED BY DECISIONS MADE.
8. PRE -INSTALLATION MEETING
A. WHEN REQUIRED IN INDIVIDUAL SPECIFICATION SECTIONS, CONVENE
A PRE -INSTALLATION MEETING AT WORK SITE PRIOR TO
COMMENCING WORK OF THE SECTION.
B. REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING, OR
AFFECTED BY, WORK OF THE SPECIFIC SECTION.
C. NOTIFY ARCHITECT FOUR BUSINESS DAYS IN ADVANCE OF MEETING DATE
D. CONTRACTOR SHALL PREPARE AGENDA AND PRESIDE AT MEETING:
1. REVIEW CONDITIONS OF INSTALLATION, PREPARATION AND
INSTALLATION PROCEDURES.
2. REVIEW COORDINATION WITH RELATED WORK.
E. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES
WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS,
WITH ONE COPY TO ARCHITECT, OWNER, PARTICIPANTS, AND THOSE
AFFECTED BY DECISIONS MADE.
II MATERIALS - NOT USED
III EXECUTION - NOT USED
END OF SECTION 01039
01045 CUTTING AND PA
I WORK INCLUDED -
1. THIS SECTION ESTABLISHES GENERAL REQUIREMENTS PERTAINING
TO CUTTING INCLUDING FITTING, AND PATCHING OF ALL THE WORK,
INCLUDING MISCELLANEOUS ARCHITECTURAL, STRUCTURAL
MECHANICAL AND ELECTRICAL WORK REQUIRED OUTSIDE THE
CONTRACT LIMIT LINE REQUIRED TO:
1. MAKE THE SEVERAL PARTS FIT PROPERLY, NEW AND EXISTING.
2. CORE DRILL FLOOR STRUCTURE AND SAWCUT FINISH FLOOR
TOPPING FOR ELECTRICAL AND NEW FINISH FLOOR
REQUIREMENTS.
3. UNCOVER WORK TO PROVIDE FOR THE INSTALLATION,
INSPECTION, OR BOTH OF ILL-TIMED WORK.
4. REMOVE AND REPLACE WORK NOT CONFORMING TO
REQUIREMENTS OF THE CONTRACT DOCUMENTS.
5. REMOVE AND REPLACE DEFECTIVE WORK.
6. CUT, REPAIR AND PATCH TO MATCH EXISTING WORK LEFT
EXPOSED TO VIEW BY REMOVALS AND WHERE DAMAGED BY
THIS CONTRACT WORK.
2. IN ADDITION TO OTHER REQUIREMENTS SPECIFIED, UPON THE
ARCHITECT'S REQUEST, UNCOVER WORK TO PROVIDE FOR
INSPECTION BY THE ARCHITECT OF COVERED WORK, AND REMOVE
SAMPLES OF INSTALLED MATERIALS FOR TESTING.
3. DO NOT CUT OR ALTER WORK PERFORMED UNDER SEPARATE
CONTRACT WITHOUT THE ARCHITECT'S WRITTEN PERMISSION.
4. PERFORM ALL CUTTING AND PATCHING IN STRICT ACCORDANCE
WITH PERTINENT REQUIREMENTS OF THESE SPECIFICATIONS AND, IN
THE EVENT THAT NO SUCH REQUIREMENTS ARE DETERMINED, IN
CONFORMANCE WITH THE ARCHITECT'S WRITTEN DIRECTION.
5. PRIOR TO CUTTING WHICH AFFECTS THE STRUCTURAL SAFETY OR
THE STRUCTURAL INTEGRITY OF THE BUILDING, SUBMIT A WRITTEN
REQUEST TO THE ARCHITECT FOR PERMISSION TO PROCEED WITH
CUTTING. DO NOT CUT ANY STRUCTURAL WALLS, SLABS OR
FRAMING MEMBERS, INCLUDING ANY REINFORCING UNTIL
PERMISSION IS RECEIVED IN WRITING. IF REINFORCEMENT IS
ENCOUNTERED WHERE NOT EXPECTED DO NOT PROCEED WITH
CUTTING WITHOUT NOTIFYING THE ARCHITECT AND RECEIVING
WRITTEN PERMISSION TO PROCEED.
1 • PRIOR TO CUTTING (CORE BORING) EXISTING FLOOR SLABS
CONTRACTOR SHALL VERIFY STRUCTURAL REINFORCING OF
CONCRETE, IF UNKNOWN, BY APPROVED XRAY METHOD, OR
APPROVED ALTERNATE, UNLESS PERMISSION TO PROCEED IS
GIVEN BY BUILDING OWNER'S REPRESENTATIVE FOR KNOWN
STRUCTURAL REINFORCEMENT LOCATIONS. DO NOT PROCEED
WITH ANY CUTTING (CORE BORING) UNTIL WRITTEN
AUTHORIZATION IS RECEIVED FROM BUILDING OWNER.
6. PRIOR TO CUTTING AND PATCHING PERFORMED PURSUANT TO THE
ARCHITECT'S INSTRUCTIONS, SUBMIT COST ESTIMATE TO THE
ARCHITECT. SECURE THE ARCHITECT'S ACCEPTANCE OF COST
ESTIMATE AND TYPE OF COST REIMBURSEMENT BEFORE
PROCEEDING WITH CUTTING AND PATCHING.
7. SUBMIT WRITTEN NOTICE TO THE ARCHITECT DESIGNATING TIME
THE WORK WILL BE UNCOVERED, TO PROVIDE FOR THE
ARCHITECT'S OBSERVATION.3
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
4
II MATERIALS -
1. FOR REPLACEMENT OF WORK REMOVED, USE MATERIALS WHICH
COMPLY WITH THE PERTINENT SECTIONS OF THESE
SPECIFICATIONS. EXISTING AREAS ABUTTING NEW WORK OUTSIDE
CONTRACT LIMIT LINE ARE TO MATCH EXISTING LIKE WORK IN
MATERIAL AND FINISH: SEE SECTION 01400.
III EXECUTION -
1. INSPECT EXISTING CONDITIONS, INCLUDING ELEMENTS SUBJECT TO
MOVEMENT OR DAMAGE DURING CUTTING AND PATCHING.
2. AFTER UNCOVERING THE WORK, INSPECT CONDITIONS AFFECTING
INSTALLATION OF THE NEW WORK.
3. IF UNCOVERED CONDITIONS ARE NOT AS ANTICIPATED, IMMEDIATELY
NOTIFY THE ARCHITECT AND SECURE NEEDED DIRECTIONS.
4. DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL SUCH
DISCREPANCIES HAVE BEEN TRULY RESOLVED.
5. PROVIDE ALL REQUIRED PROTECTION INCLUDING, BUT NOT
NECESSARILY LIMITED TO, SHORING, BRACING AND SUPPORT TO
MAINTAIN STRUCTURAL INTEGRITY OF THE WORK.
6. PERFORM ALL WORK AS REQUIRED UNDER PERTINENT SECTIONS
OF THESE SPECIFICATIONS. PERFORM CUTTING AND PATCHING BY
METHODS WHICH WILL PREVENT DAMAGE TO OTHER PORTIONS OF
THE WORK AND WILL PROVIDE PROPER SURFACES TO RECEIVE OR
REPAIR NEW WORK. PERFORM FITTING AND ADJUSTMENT OF
PRODUCTS TO PROVIDE FINISHED INSTALLATION COMPLYING WITH
THE SPECIFIED TOLERANCES AND FINISHES.
7. CORE DRILL SLAB AND MAKE MINIMUM WIDTH AND RUN SAWCUT IN
FINISH FLOOR TOPPING TO FLUSH FLOOR BOX LOCATIONS. ADJUST
CORE DRILLING TO MISS SLAB REINFORCEMENT. PATCH TO MATCH
FINISH FLOOR WHERE EXPOSED TO VIEW.
END OF SECTION 01045
01090 - REFERENCE STANDARDS
I WORK INCLUDED -
1. THROUGHOUT THE CONTRACT DOCUMENTS, REFERENCE IS MADE TO
CODES AND STANDARDS WHICH ESTABLISH QUALITIES AND TYPES OF
WORKMANSHIP AND MATERIALS, AND WHICH ESTABLISH METHODS FOR
TESTING AND REPORTING ON THE PERTINENT CHARACTERISTICS.
2. ALL MATERIALS AND WORKMANSHIP ARE REQUIRED BY THESE
CONTRACT DOCUMENTS TO MEET OR EXCEED ALL PERTINENT CODES
AND STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
PROVIDE MATERIALS AND WORKMANSHIP WHICH MEET OR EXCEED
THE SPECIFICALLY NAMED CODE OR STANDARD.
3. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY, WHEN SO REQUIRED
BY THE CONTRACT DOCUMENTS OR BY WRITTEN REQUEST FROM THE
ARCHITECT, TO DELIVER TO THE ARCHITECT ALL REQUIRED PROOF
THAT THE MATERIALS AND WORKMANSHIP, OR BOTH, MEET OR
EXCEED THE REQUIREMENTS OF A SPECIFICALLY NAMED CODE OR
STANDARD. SUCH PROOF SHALL BE IN THE FORM REQUESTED IN
WRITING BY THE ARCHITECT, AND GENERALLY WILL BE REQUIRED TO
BE COPIES OF A CERTIFIED REPORT OF TESTS CONDUCTED BY A
TESTING AGENCY ACCEPTED FOR THAT PURPOSE BY THE ARCHITECT
4. SPECIFIC NAMING OF CODES OR STANDARDS OCCURS ON THE
DRAWINGS AND IN OTHER SECTIONS OF THESE SPECIFICATIONS.
5. QUALITY ASSURANCE:
1. FAMILIARITY WITH PERTINENT CODES AND STANDARDS.
2. IN PROCURING ALL ITEMS USED IN THIS WORK, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE DETAILED
REQUIREMENTS OF THE SPECIFICALLY NAMED CODES AND
STANDARDS AND TO VERIFY THAT THE ITEMS PROCURED FOR
USE IN THIS WORK MEET OR EXCEED THE SPECIFIED
REQUIREMENTS.
3. THE ARCHITECT RESERVES THE RIGHT TO REJECT ITEMS
INCORPORATED INTO THE WORK WHICH FAIL TO MEET THE
SPECIFIED MINIMUM REQUIREMENTS. THE ARCHITECT FURTHER
RESERVES THE RIGHT, AND WITHOUT PREJUDICE TO OTHER
RECOURSE THE ARCHITECT MAY TAKE, TO ACCEPT
NON -COMPLYING ITEMS SUBJECT TO AN ADJUSTMENT IN THE
CONTRACT AMOUNT AS ACCEPTED BY THE ARCHITECT AND THE
OWNER.
II MATERIALS -
1. REFERENCE STANDARDS:
1. REFERENCE STANDARDS LISTED IN THESE SPECIFICATIONS
INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, THE LATEST
EDITIONS OF STANDARDS PROMULGATED BY THE FOLLOWING
AGENCIES AND ORGANIZATIONS:
AAMA AMERICAN ARCHITECTURAL MANUFACTURER'S ASSOCIATION
2700 RIVER ROAD, SUITE 118, DES PLAINS, IL
(312) 699-7310
ACT AMERICAN CONCRETE INSTITUTE
P.O. BOX 19150 REDFOLD STATION
DETROIT, MI 48219
AIA AMERICAN INSTITUTE OF ARCHITECTS
1735 NEW YORK AVE. NW, WASHINGTON, DC 20006
(202) 626-7474
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
400 N. MICHIGAN AVE. 8TH FLR., CHICAGO, IL 60611
(312) 670-2400
AISI AMERICAN IRON AND STEEL INSTITUTE
1000 16TH ST. NW, WASHINGTON, DC 20036
(202) 452-7100
AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
333 W. HAMPDEN AVE. ENGLEWOOD, CO 80110
(303) 761-3212
ALSC AMERICAN LUMBER STANDARDS COMMITTEE
P.O. BOX 210, GERMANTOWN, MD 20874
(301) 972-1700
AMCA AIR MOVEMENT AND CONTROL ASSOCIATION
30 W. UNIVERSITY DRIVE, ARLINGTON HEIGHTS, IL 60004
(312) 394-0150
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
1430 BROADWAY, NEW YORK, NY 10018
(212) 354-3300
APA AMERICAN PLYWOOD ASSOCIATION
P.O. BOX 1170, TACOMA, WA 98411
(206) 565-6600
4
5
ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE
1501 WILSON BLVD., ARLINGTON, VA 22209
(703) 524-8800
ASC ADHESIVE AND SEALANT COUNCIL
1600 WILSON BLVD., SUITE 910, ARLINGTON, VA 22209
(703) 841-1112
ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND
AIRCONDITIONING ENGINEERS
1791 TULLIE CIRCLE, NE, ATLANTA, GA 30329
(404) 636-8400
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
345 E. 47TH ST., NEW YORK, NY 10017
(212) 705-7722
ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS
15233 VENTURA BLVD., SUITE 811, SHERMAN OAKS, CA 91403
(213) 783-4845
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
1916 RACE ST., PHILADELPHIA, PA 19103
(215) 299-5400
AWI AMERICAN WOODWORK INSTITUTE
1952 ISAAC NEWTON SQUARE, RESTON, VA 20190
(703) 733-0600
AWPA AMERICAN WOOD PRESERVERS ASSOCIATION
7735 OLD GEORGETOWN RD.
BETHESDA, MD 20014
AWS AMERICAN WELDING SOCIETY
P.O. BOX 351040, 550 LEJUNE RD., NW, MIAMI, FL 33135
(305) 443-9353
AWWA AMERICAN WATER WORKS ASSOCIATION, INC.
6666 W. QUINCY AVE., DENVER, CO 80235
(303) 794-7711
BOCA BASIC NATIONAL BUILDING CODE BUILDING OFFICIALS AND
CODE ADMINISTRATIONS INTER. INC.
4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795
(708) 799-2300
BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION
60 E. 42ND ST., ROOM 511, NEW YORK, NY 10165
(212) 682-8142
FGMA FLAT GLASS MARKETING ASSOCIATION
3310 HARRISON ST., TOPEKA, KS 66611
(913) 266-7013
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS, INC.
345 E. 47TH ST., NEW YORK, NY 10017
(212) 705-7900
MCAA MECHANICAL CONTRACTOR'S ASSOCIATION OF AMERICA
5530 WISCONSIN ANE., SUITE 250, CHEVY CHASE, MD 20815
(301) 654-7960
NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL
MANUFACTURERS
221 N, LASALLE ST., CHICAGO, IL 60601
(312) 346-1600
NBS NATIONAL BUREAU OF STANDARDS -U.S. DEPARTMENT OF
COMMERCE
GAITHERSBURG, MD 20234
(301) 921-1000
NEC NATIONAL ELECTRICAL CODE-NFPA
BATTERYMARCH PARK, QUINCY, MA 02269
(617) 770-3300
NECA NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION
7315 WISCONSIN AVE., BETHESDA, MD 20814
(301) 657-3110
NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION
2101 L ST., NW, WASHINGTON, DC 20037
(202) 457-8400
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
BATTERYMARCH PARK, QUINCY, MA 02269
(617) 770-3300
NHLA NATIONAL HARDWARE LUMBER ASSOCIATION
P.O. BOX 34518, MEMPHIS, TN 38104
(901) 377-1818
NMC NATIONAL MECHANICAL CODE-BOCA
4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795
(708) 799-2300
NPC NATIONAL PLUMBING CODE-BOCA
4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795
(708) 799-2300
OSHA OCCUPATIONAL SAFETY HEALTH ADMINISTRATION
U.S. DEPARTMENT OF LABOR WASHINGTON, DC 20402
SMACNA SHEEP METAL AND AIR CONDITIONING CONTRACTORS
NATIONAL ASSOCIATION
P.O. BOX 70, MERRIFIELD,VA 22116
(703) 790-9890
SSPC STEEL STRUCTURES PAINTING COUNCIL
4400 5TH AVE„ PITTSBURGH, PA 15213
(412) 578-3327
TCA TILE COUNCIL OF AMERICA, INC.
P.O. BOX 326, PRINCETON, NJ 08540
(609) 921-7050
UL UNDERWRITER'S LABORATORIES
333 PFINGSTEN RD., NORTHBROOK, IL 60062
(312) 272-8800
III EXECUTION -
NOT USED
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PROJ NO: P703080244
SCALE: AS NOTED
DATE:
DESIGNED BY:
DRAWN BY: E. OUTHAVONG
CHECKED BY:
SHEET TITLE:
GENERAL
GENERAL
REQUIREMENTS
01010 - 01090
SHEET NO.
G001
SHEET OF
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1 1 2 1 3 1 4 1 5
01300 SUBMITTALS
AND SUBSTITUTIONS: 01310
CONSTRUCTION SCHEDULE:
01410
TESTING:
01500 - CONSTRUCTION
FACILITIES AND TEMPORARY CONTROLS
I WORK INCLUDED - I
WORK INCLUDED -
III EXECUTION - I
WORK INCLUDED -
I WORK
INCLUDED -
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1.
SUBMIT SHOP DRAWINGS ON ALL FABRICATED ITEMS.
1. TO ASSURE ADEQUATE PLANNING AND EXECUTION OF THE WORK,
1.
PRELIMINARY ANALYSIS:
1. COOPERATE WITH THE OWNER'S SELECTED TESTING LABORATORY
1.
PROVIDE TEMPORARY ELECTRIC FEEDER FROM EXISTING BUILDING
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SO THAT THE WORK IS COMPLETED WITHIN THE NUMBER OF
AND ALL OTHERS RESPONSIBLE FOR TESTING AND INSPECTING THE
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ELECTRICAL SERVICE AT LOCATION AS DIRECTED. DO NOT
2.
SUBMIT SAMPLES OF ALL FINISH MATERIALS.
CALENDAR DAYS ALLOWED IN THE CONTRACT, AND TO ASSIST THE
1. SHOW ALL ACTIVITIES OF THE CONTRACTOR UNDER THIS WORK
WORK.
DISRUPT OWNER'S NEED FOR CONTINUOUS SERVICE.
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ARCHITECT IN APPRAISING THE REASONABLENESS OF THE
FOR THE PERIOD BETWEEN RECEIPT OF NOTICE TO PROCEED
COMPLEMENT EXISTING POWER SERVICE CAPACITY AND
3•
SUBMIT MANUFACTURER'S LITERATURE ON ALL MATERIALS NOT
PROPOSED SCHEDULE AND IN EVALUATING PROGRESS OF THE
AND SUBMITTAL OF CONSTRUCTION SCHEDULE REQUIRED.
2. PROVIDE OTHER TESTING AND INSPECTING AS SPECIFIED TO BE
CHARACTERISTICS AS REQUIRED. PROVIDE POWER OUTLETS FOR
INCLUDED IN THE SHOP DRAWING OR SAMPLE SUBMITTALS.
WORK, PREPARE AND MAINTAIN THE SCHEDULES AND REPORTS
FURNISHED BY THE CONTRACTOR IN THIS SECTION AND/OR IN
CONSTRUCTION OPERATIONS, WITH BRANCH WIRING AND
DESCRIBED IN THIS SECTION.
2• SHOW CONTRACTOR'S GENERAL APPROACH TO THE REMAINDER
OTHER SECTIONS OF THESE SPECIFICATION AND ON THE DRAWINGS,
DISTRIBUTION BOXES LOCATED AT EACH FLOOR, AS REQUIRED.
4.
SUBMIT ALL ADDITIONAL REQUIREMENTS AS SPECIFIED ON THE
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OF THE WORK.
INCLUDING SITEWORK, STRUCTURAL, MECHANICAL AND ELECTRICAL
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PROVIDE FLEXIBLE POWER CORDS AS REQUIRED. PROVIDE MAIN
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DRAWINGS INCLUDING STRUCTURAL, MECHANICAL AND ELECTRICAL
2. "DAY" USED THROUGHOUT THE CONTRACT, UNLESS OTHERWISE
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DRAWINGS.
SERVICE DISCONNECT AND OVERCURRENT PROTECTION AT
00
DRAWINGS.
STATED, MEANS "CALENDAR DAY".
3. SHOW COST OF ALL ACTIVITIES SCHEDULED FOR PERFORMANCE
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CONVENIENT LOCATION.
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BEFORE SUBMITTAL AND ACCEPTANCE OF THE CONSTRUCTION
3. WHERE NO TESTING REQUIREMENTS ARE DESCRIBED, BUT THE
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5.
PROVIDE ON-SITE OR SHOP MOCK-UPS WHERE REQUESTED BY
3. COORDINATE ALL WORK AND SCHEDULING WITH THE OWNER, AND
SCHEDULE.
OWNER DECIDES THAT TESTING IS REQUIRED, THE OWNER MAY
2.
PERMANENT CONVENIENCE RECEPTACLES MAY NOT BE UTILIZED
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THE ARCHITECT. MOCK-UPS ACCEPTED BY THE ARCHITECT MAY
THEIR USE OF THE SITE:
DIRECT THAT SUCH TESTING BE PERFORMED UNDER CURRENT
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DURING CONSTRUCTION, UNLESS AGREED TO BY OWNER.
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REMAIN IN PLACE OR BE USED AS THE FINISH PRODUCT.
4. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE ABOVE
STANDARDS FOR TESTING. PAYMENT FOR SUCH TESTING WILL BE
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1. PHASING OF THE WORK
1-
of
CONSTRUCTION SCHEDULE.
MADE AS DESCRIBED IN THIS SECTION.
3.
PROVIDE AND MAINTAIN LIGHTING FOR CONSTRUCTION
6.
SUBMIT CONSTRUCTION SCHEDULE AND A SUBMITTALS SCHEDULE
2. SECURITY
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OPERATIONS TO ACHIEVE A MINIMUM LIGHTING LEVEL OF 4
00
IN COORDINATION WITH THE PHASING OF THE WORK.
3. TEMPORARY PROTECTION AND SAFETY
5. AS SOON AS PRACTICABLE AFTER RECEIPT OF NOTICE TO
4. THE OWNER WILL SELECT A PRE -QUALIFIED INDEPENDENT
WATT/SQ FT. MAINTAIN LIGHTING AND PROVIDE ROUTINE REPAIRS.
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4. STAGING AREA, DELIVERY AND STORAGE OF MATERIALS
PROCEED, COMPLETE THE CONSTRUCTION ANALYSIS
TESTING LABORATORY.
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7.
PRIOR TO EACH SUBMITTAL, CAREFULLY REVIEW AND COORDINATE
5. DUST AND NOISE PROTECTION
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DESCRIBED ABOVE, IN PRELIMINARY FORM. MEET WITH THE
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4.
PERMANENT BUILDING LIGHTING MAY NOT BE UTILIZED DURING
ALL ASPECTS OF EACH ITEM BEING SUBMITTED TO VERIFY THAT
6. CONTRACTOR'S PARKING AREA
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ARCHITECT, REVIEW CONTENTS OF PROPOSED CONSTRUCTION
5. THE OWNER WILL PAY FOR INITIAL SERVICES OF THE TESTING
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EACH ITEM AND THE SUBMITTAL FOR IT CONFORMS IN ALL
SCHEDULE, AND MAKE ALL REVISIONS AGREED UPON. SUBMIT
LABORATORY AS FURTHER DESCRIBED IN THIS SECTION.
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CONSTRUCTION, UNLESS AGREED TO BY OWNER.
2
RESPECTS WITH THE REQUIREMENTS OF THE CONTRACT
4. QUALITY ASSURANCE:
IN ACCORDANCE WITH ABOVE.
5.
UTILIZE OWNER'S EXISTING HEAT PLANT EXTEND AND
~
IX
DOCUMENTS. BY AFFIXING THE CONTRACTOR'S SIGNATURE TO EACH
6. QUALITY ASSURANCE:
SUPPLEMENT WITH TEMPORARY HEAT DEVICES AS NEEDED TO
SUBMITTAL, CERTIFY THAT THIS COORDINATION HAS BEEN
1. THE CONSTRUCTION SCHEDULE AS ACCEPTED BY THE
2.
MATERIALS STATUS REPORT:
1. THE TESTING LABORATORY WILL BE QUALIFIED TO THE
MAINTAIN SPECIFIED CONDITIONS FOR CONSTRUCTION OPERATIONS.
PERFORMED.
ARCHITECT WILL BE AN INTEGRAL PART OF THE CONTRACT,
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AND WILL ESTABLISH INTERIM CONTRACT COMPLETION DATES
1. AS SOON AS PRACTICABLE AFTER RECEIPT OF NOTICE TO
OWNER'S ACCEPTANCE IN ACCORDANCE WITH ASTM E329.
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8.
CERTIFY THAT ALL MATERIAL USED IN THE WORK COMPLY WITH
FOR THE VARIOUS ACTIVITIES.
PROCEED, COMPLETE THE CONSTRUCTION ANALYSIS DESCRIBED
6.
PRIOR TO OPERATION OF PERMANENT EQUIPMENT FOR
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ALL SPECIFIED PROVISIONS THEREOF. CERTIFICATION SHALL NOT BE
ABOVE, IN PRELIMINARY FORM. MEET WITH THE ARCHITECT,
2. TESTING, WHEN REQUIRED, WILL BE IN ACCORDANCE WITH
TEMPORARY HEATING PURPOSES, VERIFY THAT INSTALLATION IS
CONSTRUED AS RELIEVING THE CONTRACTOR FROM FURNISHING
2. SHOULD ANY ACTIVITY NOT BE COMPLETED WITHIN 7 DAYS
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REVIEW CONTENTS OF PROPOSED MATERIALS STATUS REPORTS
ALL PERTINENT CODES AND REGULATIONS AND WITH
APPROVED FOR OPERATION, EQUIPMENT IS LUBRICATED AND
SATISFACTORY MATERIALS IF, AFTER TESTS ARE PERFORMED ON
AFTER DATED SCHEDULE DATE, THE ARCHITECT SHALL HAVE
AND MAKE ALL REVISIONS TO FORMAT AGREED UPON.
SELECTED STANDARDS OF ASTM.
FILTERS ARE IN PLACE. PROVIDE AND PAY FOR OPERATION,
SELECTED SAMPLES, THE MATERIAL IS FOUND TO NOT MEET
THE RIGHT TO ORDER THE CONTRACTOR TO EXPEDITE
MAINTENANCE, AND REGULAR REPLACEMENT OF FILTERS AND
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SPECIFIED REQUIREMENTS.
COMPLETION OF THE ACTIVITY BY WHATEVER MEANS THE
7. PRODUCT HANDLING:
WORN OR CONSUMED PARTS.
ARCHITECT DEEMS APPROPRIATE AND NECESSARY, WITHOUT
3.
REVISIONS:
9.
SHOW ON EACH CERTIFICATION THE NAME AND LOCATION OF THE
ADDITIONAL COMPENSATION TO THE CONTRACTOR.
1. PROMPTLY PROCESS AND DISTRIBUTE REQUIRED COPIES OF
7.
MAINTAIN MINIMUM AMBIENT TEMPERATURE OF 50 DEGREES F IN
WORK, THE NAME AND ADDRESS OF THE SUB -CONTRACTOR,
1. MAKE ONLY THOSE REVISIONS TO ACCEPTED CONSTRUCTION
TEST REPORTS AND RELATED INSTRUCTIONS TO ENSURE
AREAS WHERE CONSTRUCTION IS IN PROGRESS, UNLESS
0
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QUANTITY AND DATE OR DATES OF SHIPMENT OR DELIVERY TO
SCHEDULE AND MATERIALS STATUS REPORTS AS ARE ACCEPTED
NECESSARY RE -TESTING AND REPLACEMENT OF MATERIALS
INDICATED OTHERWISE IN SPECIFICATIONS.
WHICH THE CERTIFICATE APPLIES, AND NAME OF THE
3. SHOULD ANY ACTIVITY BE 14 OR MORE DAYS BEHIND
IN ADVANCE BY THE ARCHITECT.
WITH THE LEAST POSSIBLE DELAY IN PROGRESS OF THE
MANUFACTURING OR FABRICATING COMPANY. CERTIFICATION SHALL
SCHEDULE THE ARCHITECT SHALL HAVE THE RIGHT TO
WORK.
8.
PROVIDE, MAINTAIN AND PAY FOR TELEPHONE SERVICE, FACSIMILE
BE IN THE FORM OF A LETTER OR COMPANY STANDARD FORMS
PERFORM THE ACTIVITY OR HAVE THE ACTIVITY PERFORMED BY
SERVICE AND A DEDICATED TELEPHONE LINE TO FIELD OFFICE AT
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CONTAINING ALL REQUIRED DATA. CERTIFICATES SHALL BE SIGNED
WHATEVER METHOD THE ARCHITECT DEEMS APPROPRIATE
END OF
SECTION 01310
TIME OF PROJECT MOBILIZATION.
BY AN OFFICER OF THE MANUFACTURING OF FABRICATING
II
MATERIALS -
COMPANY.
4. COSTS INCURRED BY THE ARCHITECT IN CONNECTION WITH
9•
EXISTING PUBLIC TOILET FACILITIES (MAINTAINED BY OTHERS)
EXPEDITING CONSTRUCTION ACTIVITY UNDER THIS ARTICLE
1. PAYMENT FOR TESTING:
ARE AVAILABLE IN THE BUILDING. CONTRACTOR WILL ACCEPT
II MATERIALS -
SHALL BE REIMBURSED TO THE ARCHITECT BY THE
01400 QUALITY
CONTROL:
RESPONSIBILITIES FOR AND VIGOROUSLY PROHIBIT THE
CONTRACTOR. IT IS EXPRESSLY UNDERSTOOD AND AGREED
a
1. THE OWNER WILL PAY FOR INITIAL TESTING SERVICES
COMMITTING OF NUISANCE ON THE SITE OF THE WORK.
1.
SUBMIT ALL SHOP DRAWINGS IN THE FORM OF,(1) SEPIA
THAT FAILURE BY THE ARCHITECT TO EXERCISE THE OPTION TO
I WORK INCLUDED -
REQUESTED BY THE OWNER.
PROJ NO: P703080244
TRANSPARENCY AND 2 BLUELINE PRINTS OF EACH DRAWING. ALL
()
EITHER ORDER THE CONTRACTOR TO EXPEDITE AN ACTIVITY BY
1.
PERFORM ALL WORK IN ACCORDANCE WITH THE FLORIDA BUILDING
2. WHEN INITIAL TESTS INDICATE NONCOMPLIANCE WITH THE
10.
PROVIDE TEMPORARY PARTITIONS AS INDICATED TO SEPARATE
DRAWN BY:
E. OUTHAVONG
REVIEW COMMENTS WILL BE SHOWN ON THE SEPIA TRANSPARENCY
OTHER MEANS SHALL NOT BE CONSIDERED PRECEDENT
CODE LATEST EDITION, ALL LOCAL, STATE AND FEDERAL LAWS,
CONTRACT DOCUMENTS, THE COSTS OF INITIAL TESTS
WORK AREAS FROM OWNER AND TENANTS OCCUPIED AREAS, TO
AND RETURNED TO THE CONTRACTOR. THE CONTRACTOR SHALL
SETTING FOR ANY OTHER ACTIVITIES.
GENERAL
CODES AND ORDINANCES HAVING JURISDICTION OVER THE WORK,
ASSOCIATED WITH NON- COMPLIANCE WILL BE DEDUCTED BY
01300 - 01900
PREVENT PENETRATION OF DUST AND MOISTURE INTO OWNER
C
MAKE AND DISTRIBUTE ALL PRINTS REQUIRED FOR THEIR
5. SUBMITTALS:
SHEET
INCLUDING ALL ADA ACCESSIBILITY GUIDELINES AND WITH ALL
THE OWNER FROM THE CONTRACT SUM.
AND TENANTS OCCUPIED AREAS, AND TO PREVENT DAMAGE TO
EXISTING MATERIALS AND EQUIPMENT.
PURPOSES.
TRADE STANDARDS AND PRODUCT MANUFACTURE'S WRITTEN
2.
SUBMIT ALL SAMPLES IN THE QUANTITY WHICH ARE REQUIRED TO
1. COMPLY WITH PROVISIONS OF SECTION 01300.
INSTRUCTIONS.
3. WHEN INITIAL TESTS INDICATE NONCOMPLIANCE WITH THE
11.
PROTECT INSTALLED WORK AND PROVIDE SPECIAL PROTECTION
BE RETURNED PLUS 2 WHICH WILL BE RETAINED BY THE
()
2. WITHIN 7 DAYS AFTER RECEIPT OF NOTICE TO PROCEED,
2.
INDIVIDUAL REQUIREMENTS FOR QUALITY ASSURANCE ARE
CONTRACT DOCUMENTS, ALL SUBSEQUENT RE -TESTING
OCCASIONED BY THE NONCOMPLIANCE SHALL BE PERFORMED
WHERE SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS.
REMOVABLE
ARCHITECT.
SUBMIT THREE COPIES OF A PRELIMINARY CONSTRUCTION
DESCRIBED IN PERTINENT SECTIONS OF THESE SPECIFICATIONS
BY THE SAME TESTING AGENCY AND THE COSTS THEREOF WILL
PROVIDE TEMPORARY AND PROTECTION FOR
INSTALLED PRODUCTS. CONTROL ACTIVITY IN IMMEDIATE WORK
3.
SUBMIT THE NUMBER OF MANUFACTURER'S LITERATURE COPIES
SCHEDULE, PLUS THREE COPIES OF PROPOSED FORMAT FOR
INCLUDING STRUCTURAL, MECHANICAL AND ELECTRICAL WORK: SEE
'S', 'FP', 'Hs 'El
BE DEDUCTED BY THE OWNER FROM THE CONTRACT SUM.
AREA TO PREVENT DAMAGE. PROVIDE PROTECTIVE COVERINGS AT
WHICH ARE REQUIRED TO BE RETURNED PLUS (2) COPIES WHICH
MATERIALS STATUS REPORTS, PREPARED IN ACCORDANCE WITH
AND DRAWINGS.
2. CODE COMPLIANCE TESTING:
WALLS, PROJECTIONS, JAMBS, SILLS, AND SOFFITS OF
WILL BE RETAINED BY THE ARCHITECT.
PART III OF THIS SECTION.
3.
IN CASE OF CONFLICT BETWEEN STANDARDS, THE MORE
OPENINGS. PROTECT FINISHED FLOORS, STAIRS, AND OTHER
3. WITHIN 14 DAYS AFTER RECEIPT OF NOTICE TO PROCEED,
STRINGENT REQUIREMENT SHALL GOVERN. IN ALL CASES WHERE
1. INSPECTIONS AND TESTS REQUIRED BY CODES OR
SURFACES FROM TRAFFIC, DIRT, WEAR, DAMAGE, OR MOVEMENT
4.
NOTIFY ARCHITECT IN ADVANCE FOR ON-SITE OR SHOP MOCK-UP
SUBMIT THREE COPIES OF THE CONSTRUCTION SCHEDULE,
THERE IS A DISCREPANCY WITHIN OR BETWEEN DRAWINGS AND
ORDINANCES, OR BY PLAN APPROVAL AUTHORITY, AND WHICH
OF HEAVY OBJECTS, BY PROTECTING WITH DURABLE SHEET
REVIEW VISITS.
SUBMIT CONSTRUCTION SCHEDULE AND SUBMITTALS SCHEDULE IN
PREPARED IN ACCORDANCE WITH PART III OF THIS SECTION.
SPECIFICATIONS IN QUALITY OR QUANTITY OF ANY ITEM, MATERIAL,
ARE MADE BY A LEGALLY CONSTITUTED AUTHORITY, SHALL BE
MATERIALS.
5.
TYPE AND QUANTITIES TO BE DETERMINED AT THE PRE -CONSTRUCTION
INSTALLATION DETAIL OR WORKMANSHIP THE CONTRACTOR SHALL
PAID FOR BY THE CONTRACTOR UNLESS OTHERWISE PROVIDED
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12.
PROHIBIT TRAFFIC OR STORAGE UPON WATERPROOFED OR
MEETING.
4. ON THE FIRST WORK DAY OF EACH MONTH, FOLLOWING
USE THE LARGER QUANTITY, OR BETTER QUALITY TO PRODUCE
IN THE CONTRACT DOCUMENTS.
ROOFED SURFACES. IF TRAFFIC OR ACTIVITY IS NECESSARY,
SUBMITTAL DESCRIBED, SUBMIT THREE COPIES OF THE
THE HIGHEST QUALITY FINISHED WORK.OBTAIN
3. CONTRACTOR'S CONVENIENT TESTING:
RECOMMENDATIONS FOR PROTECTION FROM
CONSTRUCTION SCHEDULE AND THREE COPIES OF THE
WATERPROOFING OR ROOFING MATERIAL MANUFACTURER.
6.
DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS UNLESS
MATERIALS STATUS REPORTS UPDATED AS DESCRIBED IN PART
4.
PROVIDE AND REMOVE, IN COORDINATION WITH THE PHASING OF
1. INSPECTING AND TESTING PERFORMED EXCLUSIVELY FOR THE
SUCH SUBSTITUTION HAS BEEN SPECIFICALLY ACCEPTED, IN
III OF THIS SECTION.
THE WORK ALL TEMPORARY BARRIERS AND WALLS REQUIRED FOR
CONTRACTOR'S CONVENIENCE SHALL BE THE SOLE
13.
PROVIDE A FIELD OFFICE WITHIN THE CONSTRUCTION AREA FOR
WRITING, FOR THIS WORK BY THE ARCHITECT. WHERE THE PHRASE
"OR "OR
THE PHASING AND PROTECTION OF THE CONTRACT WORK.
MAINTAIN ALL TEMPORARY FACILITIES AND CONTROLS AS LONG AS
RESPONSIBILITY OF THE CONTRACTOR.
ALL CONTRACTOR'S, SUPPLY AND STORAGE. PROVIDE SPACE FOR
EQUAL" OR EQUAL AS ACCEPTED BY THE ARCHITECT" II
MATERIALS -
NEEDED FOR THE SAFE AND PROPER COMPLETION OF THE WORK.
PROJECT MEETINGS, WITH ALL REQUIRED TABLE AND CHAIRS.
OCCURS IN THE CONTRACT DOCUMENTS, DO NOT ASSUME THAT
4. INSPECTION BY OWNER'S PERSONNEL:
THE FIELD OFFICE, INCLUDING FURNITURE, WILL REMAIN THE
MATERIALS, EQUIPMENT, OR METHODS WILL BE ACCEPTED AS
1. CONSTRUCTION ANALYSIS:
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM
EQUAL UNLESS THE ITEM HAS BEEN SPECIFICALLY ACCEPTED FOR
II MATERIALS -
1. FROM TIME TO TIME, PERSONNEL IN THE EMPLOY OF THE
THE SITE AFTER COMPLETION OF THE WORK.
THIS WORK BY THE ARCHITECT. THE DECISION OF THE ARCHITECT
1. GRAPHICALLY SHOW THE ORDER AND INTERDEPENDENCE OF
OWNER MAY INSPECT THE WORK WHERE THE WORK IS IN
SHALL BE FINAL.
ALL ACTIVITIES NECESSARY TO COMPLETE THE WORK, AND THE
1.
PRODUCTS USED IN THE WORK SHALL BE PRODUCED BY
PROGRESS, BUT SHALL HAVE NO AUTHORITY TO DIRECT THE
14.
REMOVE TEMPORARY UTILITIES, EQUIPMENT, FACILITIES, MATERIALS,
SEQUENCE IN WHICH EACH ACTIVITY IS TO BE ACCOMPLISHED,
MANUFACTURERS ENGAGED IN THE MANUFACTURE OF SIMILAR
CONTRACTOR OR REQUEST CHANGES IN THE WORK EXCEPT
PRIOR TO SUBSTANTIAL COMPLETION INSPECTION.
III EXECUTION
-
AS PLANNED BY THE CONTRACTOR AND HIS PROJECT FIELD
ITEMS AND WITH A HISTORY OF SUCCESSFUL PRODUCTION
THROUGH THE ARCHITECT.
SUPERINTENDENT IN COORDINATION WITH ALL
ACCEPTABLE TO THE ARCHITECT.
15.
CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE
1.
CONSECUTIVELY NUMBER ALL SUBMITTALS. ACCOMPANY EACH
SUB -CONTRACTORS WHOSE WORK IS SHOWN ON THE DIAGRAM.
III
EXECUTION -
OF TEMPORARY WORK.
SUBMITTAL WITH A LETTER OF TRANSMITTAL CONTAINING ALL
ACTIVITIES SHOWN ON THE DIAGRAM SHALL INCLUDE, BUT ARE
2.
COMPLY WITH REFERENCED STANDARDS AND BE IN STRICT
PERTINENT INFORMATION REQUIRED FOR IDENTIFICATION AND
IN
NOT NECESSARILY LIMITED TO:
ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
1. COOPERATION WITH TESTING LABORATORY:
16.
RESTORE EXISTING AND PERMANENT FACILITIES USED DURING
REVIEWING THE SUBMITTAL.
CONSTRUCTION TO ORIGINAL CONDITION. RESTORE PERMANENT
1. PROJECT MOBILIZATION
3.
COMPATIBILITY OF ALL MATERIALS REQUIRED FOR INSTALLATION,
1. REPRESENTATIVES OF THE TESTING LABORATORY SHALL HAVE
FACILITIES USED DURING CONSTRUCTION TO SPECIFIED CONDITION.
2.
MAKE ALL SHOP DRAWINGS ACCURATELY TO SCALE, SUFFICIENTLY
PROTECTION AND CLEANING OF THE MATERIALS SHALL BE
ACCESS TO THE WORK AT ALL TIMES. PROVIDE FACILITIES FOR
LARGE TO SHOW ALL PERTINENT METHODS AND MATERIALS OF
2. SUBMITTALS AND ACCEPTANCES
VERIFIED WITH THE MANUFACTURERS OF THE MATERIALS TO BE
SUCH ACCESS IN ORDER THAT THE LABORATORY MAY
II MATERIALS
- NOT USED
B
CONSTRUCTION. INDICATE ALL ADJACENT AND ABUTTING MATERIALS,
INSTALLED, PROTECTED AND CLEANED.
PERFORM ITS FUNCTION.
NEW AND EXISTING. FULLY COORDINATE ALL CONDITIONS AND
3. PROCUREMENT OF EQUIPMENT AND CRITICAL MATERIALS
DIMENSIONS IN THE FIELD. COORDINATE WITH ALL OTHER TRADES
2. SPECIMENS AND SAMPLES FOR TESTING, UNLESS OTHERWISE
III EXECUTION - NOT USED
INVOLVED. NOTE SUBCONTRACTOR OF OTHER TRADES INDICATED;
4. FABRICATION OF SPECIAL MATERIAL AND EQUIPMENT, AND
III EXECUTION -
PROVIDED IN THE CONTRACT DOCUMENTS, WILL BE TAKEN BY
DO NOT USE THE TERM, "BY OTHERS".
THEIR INSTALLATION AND TESTING
1.
ALL WORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE
THE TESTING PERSONNEL. SAMPLING EQUIPMENT AND
3.
MAKE ALL SUBMITTALS IN GROUPS CONTAINING ALL ASSOCIATED
5. FINAL CLEAN-UP
WITH, COORDINATED ACCEPTED SHOP DRAWINGS WHICH SHALL
PERSONNEL WILL BE PROVIDED BY THE TESTING LABORATORY.
ITEMS. PARTIAL SUBMITTALS MAY BE REJECTED.
INCLUDE CORRECTIONS DUE TO FIELD CONDITION AND DIMENSION
2. SCHEDULES FOR TESTING:
6. FINAL INSPECTION AND TESTING
VERIFICATIONS. DETAILS OF SHAPES, MATERIALS AND FINISHES
END OF
SECTION 01300
SHALL BE FOLLOWED INSOFAR AS THE ARCHITECTURAL DESIGN
1. BY ADVANCE DISCUSSION WITH THE TESTING LABORATORY
2. MATERIALS STATUS REPORTS:
INTENT IS CONCERNED. DETAILS OF CONSTRUCTION, RELATION OF
SELECTED BY THE OWNER, DETERMINE THE TIME REQUIRED
COMPONENT SECTIONS, METHODS OF CONSTRUCTION NOT SHOWN
FOR THE LABORATORY TO PERFORM ITS TEST AND TO ISSUE
1. THE CONTRACTOR'S STANDARD MATERIALS STATUS REPORT
ON THE CONTRACT DOCUMENTS SHALL BE ESTABLISHED BY THE
EACH OF ITS FINDINGS.
FORM WILL BE ACCEPTABLE IF, IN THE ARCHITECT'S JUDGMENT,
FABRICATOR AND THE INSTALLER WHO SHALL BE RESPONSIBLE
IT PROVIDES SUFFICIENT PERTINENT DATA TO DETERMINE THAT
FOR THE INTEGRITY, STRENGTH AND DURABILITY OF THE
2. PROVIDE REQUIRED TIME WITHIN THE CONSTRUCTION SCHEDULE.
MATERIALS PROCUREMENT FLOW IS ADEQUATE FOR ALL NEEDS
FABRICATION AND THE INSTALLATION OF THE WORK RESPECTIVELY.
OF THE WORK.
2.
THE INSTALLATION OF ALL WORK SHALL FOLLOW THE
3. WHEN CHANGES OF CONSTRUCTION SCHEDULE ARE NECESSARY
2. SHOW AT LEAST THE FOLLOWING INFORMATION:
MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SURFACE
DURING CONSTRUCTION, COORDINATE SUCH CHANGES OF
SCHEDULE WITH THE TESTING LABORATORY AS REQUIRED.
PREPARATION, TEMPERATURE AND MOISTURE CONTROL, METHODS
1. ITEM DESCRIPTION, LISTED IN ACCORDANCE WITH SPECIFICATION
OF INSTALLATION AND PROTECTION PROCEDURES.
4. WHEN THE TESTING LABORATORY IS READY TO TEST
SECTION NUMBER IN WHICH ITEM IS CALLED FOR
ACCORDING TO THE ESTABLISHED SCHEDULE, BUT IS
3.
THE BLENDING OF NEW SURFACES, MATERIALS AND FINISHES WITH
PREVENTED FROM TESTING OR TAKING SPECIMENS DUE TO
SIMILAR SURFACES, MATERIALS AND FINISHES SHALL RESULT IN
INCOMPLETENESS OF THE WORK, ALL EXTRA CHARGES FOR
2. PURCHASE ORDER NUMBER AND DATE OF ISSUE
NO VISIBLE DEMARCATION BETWEEN EXISTING AND NEW WORK.
K
TESTING ATTRIBUTABLE TO THE DELAY MAY BE BACK -CHARGED
HOLES, DAMAGE OR DEFORMATION RESULTING FROM REMOVALS
BORNE
THEY
3. VENDOR NAME
UNDER THIS CONTRACT SHALL BE PATCHED TO THE SATISFACTION
OWNER.
OF THE OWNER. REPLACE WITH NEW MATERIALS OR FINISHES, OR
4. DATE SHIPPED, AND SHIPPING MEANS UTILIZED
BOTH, TO MATCHED THOSE DAMAGED.
3. ALTERNATIVE INSPECTION PROCEDURE:
5. ESTIMATED DATE OF ARRIVAL AT JOB SITE
1. THE ARCHITECT SHALL HAVE THE RIGHT TO REQUIRE
END OF
SECTION 01400
ALTERNATIVE INSPECTION PROCEDURE OTHER THAN AS
6. ACTUAL DATE OF ARRIVAL AT JOB SITE, AND RECEIVING
SPECIFIED WHEN, IN THE ARCHITECT'S JUDGMENT, OTHER
REPORT NUMBER
INSPECTIONS ARE REQUIRED TO DEMONSTRATE COMPLIANCE
WITH THE CONTRACT DOCUMENTS. COSTS OF SUCH
ALTERNATIVE INSPECTIONS WILL BE BORNE BY THE OWNER IF
PRODUCTS ARE FOUND TO COMPLY; OTHERWISE, COSTS WILL
BE BORNE BY THE CONTRACTOR.
A
END OF SECTION 01410
1 2 1 3 1 4 5
IF THIS DRAWING IS LESS THAN 22"X 34" IT IS A REDUCED SIZE DRAWING
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PROJ NO: P703080244
SCALE: AS NOTED
DATE:
DESIGNED BY:
DRAWN BY:
E. OUTHAVONG
CHECKED BY:
SHEET TITLE:
GENERAL
GENERAL
REQUIREMENTS
01300 - 01900
SHEET NO.
G002
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1. THROUGHOUT THE CONSTRUCTION PERIOD USE ALL MEANS
NECESSARY FOR THE SAFETY AND PROTECTION OF ALL PERSONS,
PROPERTY AND MATERIALS BEFORE, DURING AND AFTER
COMMENCEMENT OF THE WORK.
2. DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT
ARE NOT NECESSARILY LIMITED TO THE SECTIONS IN DIVISION 1
OF THESE SPECIFICATIONS AND ADDITIONAL PROCEDURES AS MAY
BE PRESCRIBED IN OTHER SECTIONS OF THESE SPECIFICATIONS
INCLUDING STRUCTURAL, MECHANICAL, AND ELECTRICAL WORK: SEE
STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND
SPECIFICATIONS.
3. INCLUDE WITHIN THE CONTRACTOR'S QUALITY ASSURANCE
REQUIREMENTS SUCH PROCEDURES AS ARE REQUIRED TO ASSURE
FULL PROTECTION OF THE WORK.
4. EXCEPT AS OTHERWISE ACCEPTED BY THE ARCHITECT, DETERMINE
AND COMPLY WITH MANUFACTURER'S RECOMMENDATIONS ON
PRODUCT HANDLING, STORAGE, AND PROTECTION.
5. DELIVER THE WORK TO THE JOB SITE PROPERLY CONTAINED AND
IDENTIFIED IN SUCH QUANTITIES AND AT SUCH TIME AS TO ASSURE
THE CONTINUITY OF THE INSTALLATION.
6. MAINTAIN PACKAGED MATERIALS WITH SEALS UNBROKEN AND
LABELS INTACT UNTIL TIME OF USE.
7. PROMPTLY REMOVE DAMAGED MATERIALS AND UNSUITABLE ITEMS
FROM THE JOB SITE, AND PROMPTLY REPLACE WITH MATERIALS
MEETING THE SPECIFIED REQUIREMENTS, AT NO ADDITIONAL COST
TO THE OWNER.
II MATERIALS - NOT USED
III EXECUTION -
1. PROTECT FINISHED SURFACES, INCLUDING JAMBS AND SOFFITS OF
OPENINGS USED AS PASSAGEWAYS, THROUGHOUT WHICH
EQUIPMENT AND MATERIALS ARE HANDLED.
2. PROVIDE PROTECTION FOR FINISHED FLOOR SURFACES IN TRAFFIC
AREAS PRIOR TO ALLOWING EQUIPMENT OR MATERIALS TO BE
MOVED OVER SUCH SURFACES.
3. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED, AND SUITABLY
PROTECTED UNTIL ACCEPTED BY OWNER.
4. IN THE EVENT OF DAMAGE, PROMPTLY MAKE REPLACEMENTS AND
REPAIRS TO THE ACCEPTANCE OF THE ARCHITECT AND AT NO
ADDITIONAL COST TO THE OWNER.
5. ADDITIONAL TIME REQUIRED TO SECURE REPLACEMENTS AND TO
MAKE REPAIRS WILL NOT BE CONSIDERED BY THE ARCHITECT TO
JUSTIFY AN EXTENSION IN THE CONTRACT TIME OF COMPLETION.
END OF SECTION 01600
01700 CONTRACT CLOSEOUT:
I WORK INCLUDED -
1. PROVIDE AN ORDERLY AND EFFICIENT TRANSFER OF THE
COMPLETED WORK TO THE OWNER IN ACCORDANCE WITH THE
CONTRACT DOCUMENT REQUIREMENTS INCLUDING BUT NOT
NECESSARILY LIMITED TO THE GENERAL CONDITIONS,
SUPPLEMENTARY CONDITIONS AND DIVISION 1 OF THESE
SPECIFICATIONS.
2. QUALITY ASSURANCE:
1. PRIOR TO REQUESTING INSPECTION, USE ADEQUATE MEANS TO
ASSURE THAT THE WORK IS COMPLETED IN ACCORDANCE WITH THE
SPECIFIED REQUIREMENTS AND IS READY FOR REQUESTED
INSPECTION.
2. PRIOR TO FINAL INSPECTION AND OCCUPANCY VERIFY THAT
ALL PENETRATIONS, INCLUDING EXISTING, THROUGH FIRE RATED
FLOORS/WALLS ARE PROPERLY SEALED.
3. SUBSTANTIAL COMPLETION:
1. WHEN THE CONTRACTOR CONSIDERS THE WORK, OR
DESIGNATED PORTION THEREOF WHICH IS ACCEPTABLE TO THE
OWNER IS SUBSTANTIALLY COMPLETE THE CONTRACTOR SHALL
PREPARE FOR SUBMISSION TO THE ARCHITECT A LIST OF
ITEMS TO BE COMPLETED OR CORRECTED.
2. THE DATE OF SUBSTANTIAL COMPLETION OF THE THE WORK,
OR DESIGNATED PORTION THEREOF, IS THE DATE CERTIFIED BY
THE ARCHITECT WHEN CONSTRUCTION IS SUFFICIENTLY
COMPLETE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS
SO THE OWNER CAN OCCUPY OR UTILIZE THE THE WORK, OR
DESIGNATED PORTION THEREOF FOR THE USE WHICH IT IS
INTENDED.
3. WITHIN A REASONABLE TIME AFTER RECEIPT OF THE LIST THE
ARCHITECT WILL INSPECT TO DETERMINE THE STATUS OF
COMPLETION.
4. FINAL COMPLETION:
1. UPON RECEIPT OF WRITTEN NOTICE FROM THE CONTRACTOR
THAT THE WORK IS READY FOR FINAL INSPECTION AND
ACCEPTANCE AND UPON RECEIPT OF A FINAL APPLICATION FOR
PAYMENT, THE ARCHITECT WILL PROMPTLY MAKE SUCH
INSPECTION.
2. THE CONTRACTOR SHALL CERTIFY THAT:
1. CONTRACT DOCUMENTS HAVE BEEN REVIEWED.
2. WORK HAS BEEN INSPECTED FOR COMPLIANCE WITH
THE CONTRACT DOCUMENTS.
3. WORK HAS BEEN COMPLETED IN ACCORDANCE WITH
THE CONTRACT DOCUMENTS.
4. EQUIPMENT AND SYSTEMS HAVE BEEN TESTED AS REQUIRED,
AND ARE OPERATIONAL.
5. WORK IS COMPLETED AND READY FOR FINAL INSPECTION.
3. THE ARCHITECT WILL MAKE AN INSPECTION TO VERIFY STATUS
OF COMPLETION.
4. WHEN THE ARCHITECT DETERMINES THAT THE WORK IS
ACCEPTABLE UNDER THE CONTRACT DOCUMENTS, THE
ARCHITECT WILL REQUEST THAT THE CONTRACTOR TO MAKE
CLOSEOUT SUBMITTALS.
2
3
4
5.
CLOSEOUT SUBMITTALS:
01720 PROJECT RECORD DOCUMENTS:
I WORK INCLUDED -
1. CLOSEOUT SUBMITTALS INCLUDE, BUT NOT NECESSARILY LIMITED
1.
THROUGHOUT PROGRESS OF THE WORK OF THIS CONTRACT,
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MAINTAIN AN ACCURATE RECORD OF ALL CHANGES IN THE
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AND ASSOCIATED DISKS.
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2.
UPON COMPLETION OF THE WORK OF THIS CONTRACT, TRANSFER
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BY COMPUTER AIDED DRAFTING (CAD), THE RECORDED CHANGES
4. KEYS AND KEYING SCHEDULE
TO A SET OF RECORD CAD DOCUMENTS, AS DESCRIBED IN III
5. SPARE PARTS AND MATERIAL EXTRA STOCK
BELOW.
6. EVIDENCE OF COMPLIANCE WITH GOVERNMENTAL AGENCIES
HAVING JURISDICTION INCLUDING, BUT NOT NECESSARILY
3.
THOROUGHLY COORDINATE ALL CHANGES WITHIN THE RECORD
LIMITED TO -
DOCUMENTS, MAKING ADEQUATE AND PROPER ENTRIES ON EACH
PAGE OF SPECIFICATIONS AND EACH SHEET OF DRAWINGS AND
1. CERTIFICATES OF INSPECTION
OTHER DOCUMENTS WHERE SUCH ENTRY IS REQUIRED TO
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PROPERLY SHOW CHANGE. ACCURACY OF RECORDS SHALL BE
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7. CERTIFICATES OF INSURANCE FOR PRODUCTS AND
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COMPLETED OPERATIONS
FROM THE ACCEPTED RECORD DOCUMENTS.
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4.
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EMERGENCY SERVICE AT ALL TIMES INCLUDING NIGHTS,
WEEKENDS AND HOLIDAYS.
5.
IN ADVANCE OF THE ORLANDO SANFORD AUTHORITIES FINAL
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INSPECTION THE CONTRACTOR SHALL SUBMIT THE FINAL RECORD
II MATERIALS - NOT USED
CAD DOCUMENTS TO THE ARCHITECT TO SECURE THE ARCHITECT'S
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ACCEPTANCE.
III EXECUTION - NOT USED
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END OF SECTION
01700
1.
PROMPTLY FOLLOWING AWARD OF CONTRACT, SECURE FROM THE
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ARCHITECT, AT NO CHARGE TO THE CONTRACTOR, ONE COMPLETE
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SET OF ALL DOCUMENTS COMPOSING THE CONTRACT.
01710 CLEANING:
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2.
AT A TIME NEAR THE COMPLETION OF THE WORK, PRIOR TO THE
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REQUEST FOR FINAL INSPECTION, SECURE FROM THE ARCHITECT,
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AT NO CHARGE TO THE CONTRACTOR, CAD FILES ON DISK OF ALL
1.
THROUGHOUT THE CONSTRUCTION PERIOD MAINTAIN THE JOB SITE
DOCUMENTS INCLUDED IN THE CONTRACT.
IN A STANDARD OF CLEANLINESS AS DESCRIBED IN THIS SECTION.
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III EXECUTION -
2.
IN ADDITION TO STANDARDS DESCRIBED IN THIS SECTION, COMPLY
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WITH ALL REQUIREMENTS FOR CLEANING UP AS DESCRIBED IN
1.
IMMEDIATELY UPON RECEIPT OF THE JOB SET DESCRIBED ABOVE,
VARIOUS SECTIONS OF THESE SPECIFICATIONS AND WITH ALL
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IDENTIFY EACH OF THE DOCUMENTS WITH THE TITLE "RECORD
PERTINENT REQUIREMENTS OF TBI, AVAIRPROS AND ALL OTHER
DOCUMENTS - JOB SET".
GOVERNMENT AGENCIES HAVING JURISDICTION.
2.
DO NOT USE THE JOB SET FOR ANY PURPOSE EXCEPT ENTRY OF
3.
CONDUCT DAILY INSPECTION, AND MORE OFTEN IF NECESSARY, TO
NEW DATA AND FOR REVIEW BY THE ARCHITECT, UNTIL START OF
VERIFY THAT REQUIREMENTS OF CLEANLINESS ARE BEING MET.
TRANSFER OF THE DATA TO FINAL RECORD CAD DOCUMENTS.
4.
SUBMIT MANUFACTURER'S WRITTEN INSTRUCTIONS OF THE PROPER
3.
MAINTAIN THE JOB SET AT THE SITE.
CLEANING MATERIALS AND APPLICATIONS REQUIRED FOR THEIR
PRODUCTS TO THE OWNER, PRIOR TO FINAL ACCEPTANCE.
4.
IN MOST CASES ON THE DRAWINGS, ARRANGEMENT OF CONDUIT
AND AND CIRCUITS, PIPING, DUCTS, AND OTHER SIMILAR ITEMS, IS
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SHOWN SCHEMATICALLY AND IS NOT INTENDED TO PORTRAY
11 MATERIALS -
PRECISE PHYSICAL LAYOUT. FINAL PHYSICAL ARRANGEMENT IS AS
DETERMINED BY THE CONTRACTOR SUBJECT TO THE ARCHITECT'S
1.
PROVIDE ALL REQUIRED PERSONNEL, EQUIPMENT, AND MATERIALS
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ACCEPTANCE. HOWEVER, DESIGN OF FUTURE MODIFICATIONS OF
TO MAINTAIN THE SPECIFIED STANDARD OF CLEANLINESS.
THE FACILITY MAY REQUIRE ACCURATE INFORMATION AS TO THE
FINAL PHYSICAL ARRANGEMENT OF ITEMS WHICH ARE SHOWN ONLY
2.
USE ONLY THE CLEANING MATERIALS AND EQUIPMENT WHICH ARE
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SCHEMATICALLY ON THE DRAWINGS.
COMPATIBLE WITH THE SURFACE BEING CLEANED, AS
RECOMMENDED BY THE MANUFACTURER OF THE SURFACE BEING
5.
THE PURPOSE OF FINAL RECORD CAD DOCUMENTS IS TO PROVIDE
CLEANED.
FACTUAL INFORMATION REGARDING ALL ASPECTS OF THE WORK,
BOTH CONCEALED AND VISIBLE, TO ENABLE FUTURE MODIFICATIONS
OF DESIGN TO PROCEED WITHOUT LENGTHY AND EXPENSIVE SITE
III EXECUTION -
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MEASUREMENT, INVESTIGATION, AND EXAMINATION.
1.
RETAIN ALL STORED ITEMS IN AN ORDERLY ARRANGEMENT
6.
FOLLOWING RECEIPT OF THE CAD FILES ON DISK DESCRIBED
ALLOWING MAXIMUM ACCESS, NOT IMPEDING DRAINAGE OR TRAFFIC,
ABOVE, AND PRIOR TO START OF TRANSFER OF RECORDED DATA
AND PROVIDING THE REQUIRED PROTECTION OF MATERIALS.
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THERETO, SECURE A REVIEW BY THE ARCHITECT OF ALL
RECORDED DATA. MAKE ALL REQUIRED REVISIONS.
2.
DO NOT ALLOW THE ACCUMULATION OF SCRAP, DEBRIS, WASTE
MATERIAL, AND OTHER ITEMS NOT REQUIRED FOR CONSTRUCTION
7.
CAREFULLY TRANSFER ALL CHANGE DATA SHOWN ON THE JOB SET
OF THIS WORK.
OF RECORD DRAWINGS TO THE CORRESPONDING CAD FILES ON
DISK, COORDINATING THE CHANGES AS REQUIRED, AND CLEARLY
3.
AT LEAST ONCE A WEEK, AND MORE OFTEN IF NECESSARY,
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INDICATING AT EACH AFFECTED DETAIL AND OTHER DRAWING THE
COMPLETELY REMOVE ALL SCRAP, DEBRIS, AND WASTE MATERIAL
FULL DESCRIPTION OF ALL CHANGES MADE DURING CONSTRUCTION
FROM THE JOB SITE.
AND THE ACTUAL LOCATION OF ITEMS DESCRIBED ABOVE. CALL
0
ATTENTION TO EACH ENTRY BY DRAWING A "CLOUD" AROUND THE
4.
PROVIDE ADEQUATE STORAGE FOR ALL ITEMS AWAITING REMOVAL
AREA OR AREAS AFFECTED. MAKE ALL ENTRIES TO THE CAD FILES
FROM THE JOB SITE, OBSERVING ALL REQUIREMENTS FOR FIRE
ON DISK NEATLY AND CONSISTENTLY IN BOLD LINES AND TEXT.
PROTECTION AND PROTECTION OF THE SITE AND THE OWNER'S
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IDENTIFY EACH CAD DISK AND ALL OF THE DOCUMENTS WITHIN
PROPERTY.
WITH THE TITLE "AS -BUILT RECORD SET".
5.
DAILY, AND MORE OFTEN IF NECESSARY, INSPECT THE SITE AND
8.
SUBMIT THE COMPLETED TOTAL SET OF RECORD DOCUMENT CAD
PICK UP ALL SCRAP, DEBRIS, AND WASTE MATERIAL. REMOVE ALL
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FILES ON DISK, AND THREE (3) BOUND (STAPLED) SETS OF
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SUCH ITEMS TO A PLACE DESIGNATED FOR THEIR STORAGE.
ASSOCIATED PRINT-OUTS, IN NUMERICAL ORDER, TO THE
MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION AT ALL
ARCHITECT AS DESCRIBED ABOVE. THE ARCHITECT MUST SUBMIT
TIMES.
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TWO (2) SETS TO THE ORLANDO SANFORD AUTHORITIES TO
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REQUEST FINAL NSPECTION.
6.
WEEKLY, AND MORE OFTEN IF NECESSARY, SWEEP ALL INTERIOR
SPACES CLEAN. "CLEAN", FOR THE PURPOSE OF THIS
END OF
SECTION 01720
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SUB -PARAGRAPH, SHALL BE INTERRUPTED AS MEANING FREE
FROM DUST AND OTHER MATERIAL CAPABLE OF BEING REMOVED
BY USE OF REASONABLE EFFORT AND HANDHELD BROOM.
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7.
FOLLOWING THE INSTALLATION OF FINISH FLOOR MATERIALS, CLEAN
THE FINISH FLOOR DAILY (AND MORE OFTEN IF NECESSARY) AT
ALL TIMES WHILE WORK IS BEING PERFORMED IN THE SPACE IN
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WHICH FINISH MATERIALS HAVE BEEN INSTALLED. "CLEAN", FOR
THE PURPOSE OF THIS SUB -PARAGRAPH, SHALL BE INTERPRETED
AS MEANING FREE FROM ALL FOREIGN MATERIAL WHICH, IN THE
OPINION OF THE ARCHITECT, MAY BE INJURIOUS TO THE FINISH
FLOOR MATERIAL.
8.
EXCEPT AS OTHERWISE SPECIFICALLY PROVIDED, "CLEAN" (FOR THE
PROJ NO: P703080244
PURPOSE OF THIS ARTICLE) SHALL BE INTERPRETED AS MEANING
SCALE: AS NOTED
DATE:
THE LEVEL OF CLEANLINESS GENERALLY PROVIDED BY SKILLED
DESIGNED BY:
DRAWN BY: E. OUTHAVONG
CLEANERS USING COMMERCIAL QUALITY BUILDING MAINTENANCE
EQUIPMENT AND MATERIALS.
SHEET TITLE:
9.
PRIOR TO COMPLETION OF THE WORK, REMOVE FROM THE JOB
GENERAL
REQUIREMENTS
SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, SCRAP, DEBRIS
01600 - 01740
SHEET NO.
AND WASTE. CONDUCT FINAL PROGRESS CLEANING AS DESCRIBED
SHEET OF
IN ABOVE.
10.
VISUALLY INSPECT ALL SURFACES AND REMOVE ALL TRACES OF
SOIL, WASTE MATERIAL, SMUDGES AND OTHER FOREIGN MATTER.
REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT
SURFACES. REMOVE ALL PAINT DROPPINGS, SPOTS, STAINS, AND
DIRT FROM FINISHED SURFACES. USE ONLY SPECIFIED MATERIALS
AND EQUIPMENT.
11.
CLEAN ALL GLASS, BOTH SIDES, INCLUDING EXISTING GLASS TO
REMAIN. REMOVE ALL LABELS.
12.
TO ALL SURFACES REQUIRING THE ROUTINE APPLICATION OF
BUFFED POLISH, APPLY THE POLISH RECOMMENDED BY THE
MANUFACTURER OF THE MATERIAL BEING POLISHED.
13.
SCHEDULE FINAL CLEANING, TO BE DONE BY A PROFESSIONAL
CLEANING COMPANY, AS ACCEPTED BY THE ARCHITECT, TO ENABLE
THE OWNER TO ACCEPT A COMPLETELY PROFESSIONALLY CLEANED
PROJECT
END OF SECTION 01710
3
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWI
4
5
WORK INCLUDED -
TO AID IN THE CONTINUED INSTRUCTION OF OPERATING AND
MAINTENANCE PERSONNEL, AND TO PROVIDE A POSITIVE SOURCE
OF INFORMATION REGARDING THE PRODUCTS INCORPORATED IN
THE WORK, FURNISH AND DELIVER THE DATA DESCRIBED IN THIS
SECTION AND IN PERTINENT SECTIONS OF THESE SPECIFICATIONS.
2. MAKE ALL SUBMITTALS IN STRICT ACCORDANCE WITH PROVISIONS
OF SECTION 01300.
3. REQUIRED CONTENTS OF SUBMITTALS MAY ALSO BE AMPLIFIED IN
PERTINENT OTHER SECTIONS OF THESE SPECIFICATIONS.
4. SUBMIT THREE COPIES OF THE FINAL MANUAL OR MANUALS TO D
THE ARCHITECT PRIOR TO INDOCTRINATION OF OPERATION AND
MAINTENANCE PERSONNEL.
II MATERIALS -
1. WHERE INSTRUCTION MANUALS ARE REQUIRED TO BE SUBMITTED
UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, PREPARE IN
ACCORDANCE WITH THE FOLLOWING:
1. FORMAT:
SIZE 8 1/2- X 11 ".
PAPER WHITE BOND, AT LEAST 20 LB. WEIGHT.
TEXT NEATLY TYPEWRITTEN.
DRAWINGS 11" IN HEIGHT PREFERABLE; BIND IN WITH TEXT;
FOLDOUTS ACCEPTABLE; LARGER DRAWINGS
ACCEPTABLE, BUT FOLD TO FIT WITHIN THE MANUAL
AND PROVIDE A DRAWING POCKET INSIDE REAR
COVER OR BIND IN WITH TEXT.
2. PROVIDE FRONT AND BACK COVERS FOR EACH MANUAL, USING
DURABLE MATERIAL ACCEPTED BY THE ARCHITECT AND CLEARLY
IDENTIFIED ON OR THROUGH THE FRONT COVER WITH AT LEAST
THE FOLLOWING INFORMATION:
1. OPERATING AND MAINTENANCE INSTRUCTIONS
2. NAME OF CONTRACTOR
3. GENERAL SUBJECT OF THIS MANUAL
3. CONTENTS:
1. INCLUDE AT LEAST THE FOLLOWING:
1. IMMEDIATE INFORMATION AS TO THE LOCATION WITHIN THE
MANUAL OF ALL EMERGENCY DATA REGARDING THE
INSTALLATION.
2. COMPLETE INSTRUCTIONS REGARDING OPERATION AND
MAINTENANCE OF ALL EQUIPMENT INVOLVED, INCLUDING
LUBRICATION, DISASSEMBLY, AND RE -ASSEMBLY.
3. COMPLETE NOMENCLATURE AND PART NUMBER OF ALL
REPLACEABLE PARTS, NAME AND ADDRESS OF NEAREST
VENDOR, AND ALL OTHER PERTINENT DATA REGARDING
PROCUREMENT PROCEDURE.
2. COPY OF ALL GUARANTEES AND WARRANTIES.
3. MANUFACTURER'S BULLETINS, CUTS, AND DESCRIPTIVE DATA,
WHERE PERTINENT, CLEARLY INDICATING THE PRECISE ITEMS
INCLUDED IN THIS INSTALLATION AND DELETING, OR OTHERWISE
CLEARLY INDICATING, ALL MANUFACTURER' DATA WITH WHICH
THIS INSTALLATION IS NOT CONCERNED. SUCH OTHER DATA AS
REQUIRED IN PERTINENT OTHER SECTIONS OF THESE
SPECIFICATIONS.
EXECUTION - NOT USED
END OF SECTION 01730
01740 WARRANTIES AND GUARANTEES:
I WORK INCLUDED -
1. THIS SECTION COVERS PREPARING AND SUBMITTING
MANUFACTURER'S WARRANTIES AND GUARANTEES REQUIRED IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
MATERIALS -
11
1. IN ACCORDANCE WITH SECTION 01300, SUBMITTALS AND
SUBSTITUTIONS -
1. SUBMIT BLANK WARRANTY AND GUARANTEE FORMS FOR
ACCEPTANCE NOT LATER THAN 30 DAYS AND BEFORE THE
ANTICIPATED FINAL ACCEPTANCE DATE. SUBMIT 4 COPIES OF
EACH BLANK FORM, ONE COPY OF EACH FORM WILL BE
RETURNED FOR CORRECTION OR FOR USE.
2. SUBMIT EXECUTED WARRANTY AND GUARANTEE FORMS FOR
ACCEPTANCE NOT LATER THAN 10 DAYS BEFORE THE
ANTICIPATED FINAL ACCEPTANCE DATE. SUBMIT 4 COPIES OF
EACH EXECUTED FORM, ONE COPY OF EACH FORM WILL BE
RETURNED FOR CORRECTION OR FOR USE.
3. ACCOMPANY BLANK AND EXECUTED FORMS WITH TRANSMITTAL
FORM CONTAINING THE FOLLOWING INFORMATION -
1. ITEMS COVERED BY THE WARRANTY OR GUARANTEE
2. DATE SUBMITTED TO ARCHITECT
3. PROJECT TITLE AND NUMBER
4• SUPPLIER'S, MANUFACTURER'S OR SUBCONTRACTOR'S NAMES
AND ADDRESSES
III EXECUTION - NOT USED
END OF SECTION 01740
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PROJ NO: P703080244
SCALE: AS NOTED
DATE:
DESIGNED BY:
DRAWN BY: E. OUTHAVONG
CHECKED BY:
SHEET TITLE:
GENERAL
GENERAL
REQUIREMENTS
01600 - 01740
SHEET NO.
G003
SHEET OF
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1
02060 REMOVALS:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS
FOR SPECIFIC REMOVALS AND REQUIREMENTS.
3. GENERAL REMOVALS AND RELOCATIONS:
1. REMOVE ALL ITEMS, MATERIALS AND FINISHES AS REQUIRED
FOR THE INSTALLATION OF THE NEW WORK, OR THE
RELOCATION OF EXISTING, AS DESCRIBED IN PERTINENT
SECTIONS OF THESE SPECIFICATIONS AND/OR SHOWN ON THE
DRAWINGS INCLUDING ALL EXISTING MISCELLANEOUS
MECHANICAL AND ELECTRICAL ITEMS, DEVICES AND FIXTURES:
SEE MECHANICAL AND ELECTRICAL DRAWINGS AND
SPECIFICATIONS.
2. REMOVE ALL MISCELLANEOUS INCIDENTAL MATERIALS AND
ITEMS IN CONFLICT WITH THE PROPER PREPARATION,
INSTALLATION AND FINISHING OF THE NEW WORK.
4. ITEMS NOTED TO BE REMOVED SHALL BE REMOVED IN THEIR
ENTIRETY, INCLUDING ALL INSTALLATION FASTENINGS, UNLESS
OTHERWISE NOTED. ALL ABUTTING MATERIALS AND FINISHES SHALL
BE PATCHED TO MATCH FOR NO NOTICEABLE REMOVAL
INDICATIONS PER SECTION 01045.
5. REPAIR AND PATCH TO MATCH EXISTING WHERE LEFT EXPOSED TO
VIEW OR DAMAGED BY REMOVALS: SEE SECTION 01045.
6. REMOVE ALL EXISTING DAMAGED AND MARRED FINISH MATERIALS
AND REPLACE WITH NEW TO MATCH EXISTING.
II MATERIALS - (NA)
III EXECUTION -
1 . ALL REMOVALS AND DEMOLITION SHALL BE IN COMPLIANCE WITH
THE STATE OF FLORDIA BUILDING CODE, THE ORLANDO SANFORD
AVIATION AUTHORITY (OSAA) AND ALL APPLICABLE FEDERAL SAFETY
REGULATIONS. ALL NEW INTERIOR FINISH MATERIALS MUST BE
INSTALLED ON NON-COMBUSTIBLE SURFACES. WHERE NEW FINISH
MATERIALS ARE TO BE INSTALLED ON EXISTING SURFACES ALL
EXISTING FINISH MATERIALS, INCLUDING GLUE, BONDING AGENTS,
ETC., MUST BE REMOVED PRIOR TO INSTALLATION OF ANY NEW
MATERIAL.
2. IF ASBESTOS OR ANY OTHER HAZARDOUS MATERIALS ARE
ENCOUNTERED, NOTIFY OWNERITENANT, HUDSON GROUP (HG), IN
WRITING PRIOR TO PROCEEDING. STATE GOVERNING AUTHORITY'S
APPROVED METHODS OF PROPER REMOVAL AND DISPOSAL
PROCEDURES. UPON WRITTEN NOTICE TO PROCEED FROM THE
OWNER/TENANT, THE HUDSON GROUP (HG), THESE METHODS AND
PROCEDURES ARE TO BE STRICTLY FOLLOWED.
3. ALL MATERIALS AND ITEMS THAT ARE TO BE REUSED AND
RELOCATED IN CONJUNCTION WITH THE NEW WORK SHALL BE
CAREFULLY CUT AWAY FROM THE EXISTING ABUTTING WORK TRUE
TO LINE AT THE NEAREST JOINT, SURFACE BREAK OR PATTERN LINE
TO ENSURE NO NOTICEABLE DIFFERENCE BETWEEN NEW AND
EXISTING TO REMAIN. REMOVALS SHALL BE KEPT TO A MINIMUM.
MATERIALS TO BE REUSED AND RELOCATED SHALL BE PROPERLY
HANDLED, TAGGED AND STORED TO PREVENT DAMAGING AND
BREAKING.
4. CAREFULLY COORDINATE ALL TRADES TO ENSURE PROPER AND
ADEQUATE INTERFACE OF THE WORK.
5. WHEN WORK IS STOPPED, PROVIDE AND MAINTAIN IN PLACE
SUITABLE COVERINGS AND BARRIERS FOR PROTECTION OF THE
WORK AND SAFETY FOR ALL PERSONNEL AND BUILDING USERS.
6. PROTECT ALL WORK, EXISTING AND NEW, FROM DAMAGE BY ANY
CAUSE THROUGHOUT THE DEMOLITION OPERATIONS. PROTECTIVE
COVERINGS OR BARRIERS SHALL NOT MAR, STAIN OR PENETRATE
THE FINISHED WORK.
7. COORDINATE ALL STRUCTURAL WORK FOR THE PROPER PHASING,
STAGING AND SEQUENCE OF REMOVAL REQUIREMENTS.
8. COORDINATE ANY AND ALL MECHANICAL AND ELECTRICAL WORK
FOR THE PROPER DISCONNECTIONS, PROTECTIONS AND CAPPINGS:
SEE MECHANICAL AND ELECTRICAL DRAWINGS.
1. PRIOR TO CUTTING (CORE BORING) EXISTING FLOOR SLABS
VERIFY STRUCTURAL REINFORCING OF CONCRETE, IF
UNKNOWN, BY APPROVED XRAY METHOD, OR ALTERNATE,: SEE
SECTION 01045 OF THE GENERAL REQUIREMENTS. DO NOT
PROCEED WITH ANY CUTTING (CORE BORING) UNTIL WRITTEN
AUTHORIZATION IS RECEIVED FROM THE ORLANDO SANFORD
AVIATION AUTHORITY (OSAA) THROUGH THE HUDSON GROUP
(HG).
9. UNDERTAKE WHATEVER PRECAUTIONS ARE NECESSARY TO PREVENT
EXCESSIVE DUST DURING DEMOLITION.
10. REMOVE ALL PORTIONS OF THE WORK IN A SAFE MANNER WITH
CARE TO PREVENT DAMAGE TO ADJACENT AND REMAINING
STRUCTURE, FINISHES OR ANY OTHER ITEMS OF THE HUDSON
GROUP (HG) PROPERTY OR OTHER TENANT AREAS AND ORLANDO
SANFORD AVIATION AUTHORITY (OSAA) PUBLIC SPACES AND
PROPERTY.
11. ALL MATERIALS UNLESS NOTED TO BE REUSED OR TO BE SALVAGED
SHALL BE REMOVED OFF THE PROPERTY TO AN AVAILABLE DUMP
OR SITE OF THE CONTRACTOR'S OWN CHOOSING AND ARE TO BE
PROPERLY AND RESPONSIBLY DISPOSED OF.
12. VERIFY SALVAGE REQUIREMENTS FOR ALL MATERIALS NOTED TO BE
REMOVED WITH THE AIRPORT AUTHORITY (OSAA) AND THE HUDSON
GROUP (HG). MATERIALS NOTED TO BE SALVAGED SHALL BE
STORED PER AIRPORT AUTHORITY (OSAA) DIRECTIONS.
13. ALL REMOVALS SHALL LEAVE THE EXISTING SURFACES AND
SUBSTRATES FREE AND CLEAN FOR THE PROPER PATCHING AND
PREPARATION REQUIRED FOR THE SPECIFIED NEW MATERIALS AND
FINISHES.
14. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 02060
1
2
03500 CEMENTITIOUS UNDERLAYMENT:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. ALL FLASH PATCHING REQUIRED FOR THE PROPER
INSTALLATION OF ALL FINISH FLOORING SECTIONS OF THESE
SPECIFICATIONS.
2. ALL FLOOR LEVELING REQUIRED FOR FLOOR ELEVATIONS
SHOWN. THE TILE FLOOR PATCHING FOR THE STORE SHALL BE
LEVELED TO HEIGHT FOR A CONTINUOUS FLUSH CONDITION TO
THE EXISTING FINISH FLOORING.
3. FILL ALL EXISTING UNUSED AND ABANDONED FLOOR
PENETRATIONS.
3. PROVIDE MANUFACTURER'S PRODUCT DATA LITERATURE IN
ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS.
4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE
REQUIREMENTS.
1. QUALIFIED EXPERIENCED INSTALLER (APPLICATOR) OF
MATERIAL SPECIFIED, ACCEPTABLE TO THE MANUFACTURER,
WHO HAS A SUCCESSFUL RECORD OF COMPLETING CEMENT -
BASED UNDERLAYMENT APPLICATIONS SIMILAR IN MATERIAL
AND EXTENT TO THAT REQUIRED FOR THIS PROJECT
II MATERIALS -
1. UNDERLAYMENT: CEMENT BASED POLYMER -MODIFIED, SELF -
LEVELING, FILL, PATCHING AND RESURFACING COMPOUND CAPABLE
OF FEATHEREDGE TO SIX INCH THICKNESS AS MANUFACTURED BY:
ARDEX, INC., K-15 SELF -LEVELING UNDERLAYMENT CONCRETE;
CONSPEC MARKETING AND MANUFACTURING CO., INC., CONFLOW;
L&M CONSTRUCTION CHEMICALS, INC., LEVELEX UNDERLAYMENT,
OR ARCHITECT ACCEPTED EQUAL. SUPPLEMENT UNDERLAYMENT,
WHERE REQUIRED, AT THICKNESS GREATER THAN 6" PER
MANUFACTURER'S WRITTEN INSTRUCTIONS.
1. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT, OR
HYDRAULIC BLENDED CEMENT AS DEFINED BY ASTM C 219.
COMPRESSIVE STRENGTH NOT LESS THAN 4100 PSI (28 MPA) AT
28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M.
2. UNDERLAYMENT ADDITIVE: RESILIENT -EMULSION PRODUCT OF
UNDERLAYMENT MANUFACTURER FORMULATED FOR USE WITH
UNDERLAYMENT WHEN APPLIED TO SUBSTRATE AND
CONDITIONS INDICATED.
2. AGGREGATE: WELL -GRADED, WASHED GRAVEL, 1/8 TO 1/4 INCH, OR
COARSE SAND AS RECOMMENDED BY UNDERLAYMENT
MANUFACTURER.
1. PROVIDE AGGREGATE WHEN RECOMMENDED IN WRITING BY
UNDERLAYMENT MANUFACTURER FOR UNDERLAYMENT
THICKNESS REQUIRED.
2. WATER: POTABLE AND AT A TEMPERATURE NOT MORE THAN
70°F.
3. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER,
RECOMMENDED IN WRITING, FOR SUBSTRATE CONDITIONS AND
APPLICATIONS INDICATED.
III EXECUTION -
1 . EXAMINE SUBSTRATES, WITH INSTALLER PRESENT, FOR
CONDITIONS AFFECTING PERFORMANCE OF UNDERLAYMENT
INCLUDING SUBSTRATE MOISTURE CONTENT. BEGIN
UNDERLAYMENT APPLICATION ONLY AFTER UNSATISFACTORY
CONDITIONS HAVE BEEN CORRECTED.
2. PROPERLY PREPARE AND CLEAN SUBSTRATE, IN ACCORDANCE
WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SUBSTRATE
INDICATED PRIOR TO APPLICATION. PROVIDE CLEAN, DRY, NEUTRAL -
PH SUBSTRATE FOR UNDERLAYMENT APPLICATION.
1. TREAT NON-MOVING SUBSTRATE CRACKS TO PREVENT CRACKS
FROM TELEGRAPHING (REFLECTING) THROUGH UNDERLAYMENT
IN ACCORDANCE WITH MANUFACTURER'S WRITTEN
RECOMMENDATIONS.
1. FILL SUBSTRATE VOIDS TO PREVENT UNDERLAYMENT FROM
LEAKING.
2. MECHANICALLY REMOVE LAITANCE, GLAZE, EFFLORESCENCE,
CURING COMPOUNDS, FORM -RELEASE AGENTS, DUST, DIRT,
GREASE, OIL, AND OTHER CONTAMINANTS THAT MIGHT IMPAIR
UNDERLAYMENT BOND ACCORDING TO MANUFACTURER'S
WRITTEN INSTRUCTIONS.
3. AFTER SUBSTRATE PREPARATION, TEST SUBSTRATE FOR
ADHESION WITH UNDERLAYMENT ACCORDING TO
MANUFACTURER'S WRITTEN INSTRUCTIONS.
3. MIX, APPLY AND CURE UNDERLAYMENT IN ACCORDANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS.
1. COORDINATE APPLICATION OF COMPONENTS TO PROVIDE
OPTIMUM UNDERLAYMENT-TO-SUBSTRATE AND INTERCOAT
ADHESION.
2. APPLY UNDERLAYMENT TO PRODUCE UNIFORM, LEVEL
SURFACE. APPLY FINAL LAYER WITHOUT AGGREGATE TO
PRODUCE A SMOOTH SURFACE. FEATHER EDGES TO MATCH
ADJACENT FLOORING.
4. FIELD QUALITY CONTROL:
1. SLUMP TEST: IF SLUMP TEST IS RECOMMENDED IN WRITING BY
MANUFACTURER, TEST UNDERLAYMENT FOR SLUMP AS IT IS
PLACED FOR COMPLIANCE WITH MANUFACTURER'S WRITTEN
RECOMMENDATIONS.
2. FIELD SAMPLES: TAKE AT LEAST THREE MOLDED -CUBE SAMPLES
FROM EACH UNDERLAYMENT BATCH. TEST SAMPLES
ACCORDING TO ASTM C 109/C 109M FOR COMPLIANCE WITH
COMPRESSIVE -STRENGTH REQUIREMENTS.
2
3
5. DO NOT INSTALL (APPLY) FINISH FLOORING OVER UNDERLAYMENT
UNTIL AFTER TIME PERIOD RECOMMENDED BY UNDERLAYMENT
MANUFACTURER.
6. REMOVE AND REPLACE UNDERLAYMENT AREAS THAT EVIDENCE
LACK OF BOND WITH SUBSTRATE, INCLUDING AREAS THAT EMIT A
"HOLLOW" SOUND WHEN TAPPED.
7. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 03500
05500 MISCELLANEOUS METALS:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. ALL MISCELLANEOUS METAL AS SCHEDULED AND SHOWN ON
THE DRAWINGS AND/OR FOR FULL COMPLETION OF THE WORK.
1. ALL INCIDENTAL MATERIALS, INCLUDING BUT NOT LIMITED TO
SUPPORT MEMBERS FOR LIGHT FIXTURE SUPPORT GRIDS,
SPECIAL DOORS, ATTACHMENTS, FASTENERS, ANCHORAGE
DEVICES AND ADHESIVES REQUIRED FOR THE INSTALLATION
OF WORK FOR THIS AND ALL SECTIONS OF THESE
SPECIFICATIONS INCLUDING MECHANICAL AND ELECTRICAL
WORK: SEE MECHANICAL AND ELECTRICAL DRAWINGS.
3 PROVIDE COORDINATED SHOP DRAWINGS AND PRODUCT
LITERATURE ON ALL ITEMS AND SAMPLES OF ALL FINISHES IN
ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS.
4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF
THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING
METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS.
5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
AISC, ASTM, MFMA, NAAMM, AWS, SSPC STANDARDS AND
APPLICABLE CODE REQUIREMENTS.
II MATERIALS -
1. ALL MISCELLANEOUS SUPPORT STEEL AND CLOSURE ITEM
MATERIAL, FABRICATION AND ERECTION SHALL COMPLY WITH THE
REQUIREMENTS OF THE AISC STANDARD SPECIFICATIONS FOR
STRUCTURAL STEEL, WITH SUPPLEMENTS TO DATE.
1. IN FABRICATION OF ITEMS WHICH WILL BE EXPOSED TO VIEW,
LIMIT MATERIALS TO THOSE WHICH ARE FREE FROM SURFACE
BLEMISHES, PITTING, ROLLED TRADE NAMES, AND ROUGHNESS.
2. COMPLY WITH FOLLOWING STANDARDS, AS PERTINENT:
1. STEEL PLATES, SHAPES, AND BARS: ASTM A36
2. STEEL PLATES TO BE BENT OR COLD -FORMED: ASTM A283
3. STEEL TUBING (HOT -FORMED, WELDED, OR SEAMLESS):
ASTM A501
4. STEEL BARS AND BAR -SIZE SHAPES: ASTM A306, GRADE 65.
OR ASTM A36
5. COLD -FINISHED STEEL BARS: ASTM A108
6. COLD -ROLLED CARBON STEEL SHEETS: ASTM A336
7. GALVANIZED CARBON STEEL SHEETS: ASTM A526, WITH G90
ZINC COATING IN ACCORDANCE WITH ASTM A525
8. GRAY IRON CASTINGS: ASTM A48, CLASS 10
9. MALLEABLE IRON CASTINGS: ASTM A47
10. STEEL PIPE: ASTM A53 GRADE A, SCHEDULE 40, BLACK FINISH
UNLESS OTHERWISE NOTED
11. CONCRETE INSERTS:
1. THREADED OR WEDGE TYPE GALVANIZED FERROUS
CASTINGS OF MALLEABLE IRON COMPLYING WITH ASTM
A27
2. PROVIDE REQUIRED BOLTS, SHIMS, AND WASHERS, HOT-
DIP GALVANIZED IN ACCORDANCE WITH ASTM A153.
3. ALL STEEL SHALL BE SHOP PRIME FINISHED FOR CONCEALED
ITEMS AND SCHEDULED FINISH FOR EXPOSED TO VIEW ITEMS.
1. PRIMER: USE "10-99 TNEMEC PRIMER" OR "RUSTOLEUM
NUMBER 5769 PRIMER"
2. FOR REPAIR OF GALVANIZING, USE A HIGH ZINC -DUST
CONTENT PAINT COMPLYING WITH MIL -21035.
4. THE CONTRACTOR SHALL FURNISH MILL TEST REPORTS FROM
THE PRODUCER OF THE STEEL CERTIFYING THAT THE STEEL
MEETS THE MINIMUM REQUIREMENTS AS DEFINED BY ASTM
SPECIFICATIONS.
2. ALL WELDING SHALL BE IN ACCORDANCE WITH THE STANDARD
CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION OF
THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL
CONFORM TO ASTM SPECIFICATIONS E-70XX. ALL BUTT WELDS
SHALL BE 1005 PENETRATION WELDS AND FILLET WELDS SHALL BE
A MINIMUM 3/16".
3. ALL FASTENERS, THREADED AND DRIVEN, SHALL BE THE BEST OF
THEIR RESPECTIVE TYPE, GRADE AND CLASS AND SHALL BE USED IN
SUFFICIENT NUMBERS AND CORRECT SIZES FOR THE PARTICULAR
APPLICATIONS. ALL FASTENERS SHALL BE HIDDEN IN THE FINISHED
WORK. FASTENERS FOR EXTERIOR USE AND WHERE BUILT INTO
EXTERIOR WALLS SHALL BE ZINC COATED FASTENERS.
3
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
4
4. ALL OTHER MISCELLANEOUS INCIDENTAL ITEMS AND MATERIALS IN
TYPES SHOWN OR NOTED INCLUDING BUT NOT LIMITED TO;
FASTENERS, ATTACHMENTS AND GROUT SHOWN, NOTED AND/OR
REQUIRED FOR FULL COMPLETION OF THE WORK, SHALL BE OF
QUALITY COMPARABLE AND COMPATIBLE TO MATERIALS SPECIFIED,
SELECTED BY THE CONTRACTOR, SUBJECT TO ACCEPTANCE BY THE
ARCHITECT.
III EXECUTION -
1 . VERIFY THAT LOCATIONS TO RECEIVE ITEMS ARE PROPERLY
PREPARED, DIMENSIONED AND READY FOR ITEM ATTACHMENT FOR
A PERMANENT, RIGID INSTALLATION.
2. INSTALL ALL ITEMS IN ACCORDANCE WITH ACCEPTED SHOP
DRAWINGS AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PLUMB
LEVEL AND TRUE WITHOUT DISTORTION, ALIGNED AND FITTED
PROPERLY. COORDINATE WITH ALL BUILT-IN ITEMS OF OTHER
SECTIONS OF THESE SPECIFICATIONS FOR CUTOUT LOCATIONS
AND SIZE, SUPPORT AND ATTACHMENT REQUIREMENTS:
1. ARCHITECTURAL WOODWORK SECTION 06400
2. GYPSUM WALLBOARD SECTION 09250
3. MECHANICAL SEE 'P' DRAWINGS
4. ELECTRICAL SEE 'E' DRAWINGS
3. PROPERLY PROTECT ALL FINISH SURFACES UNTIL INSTALLATION
COMPLETION AND JUST PRIOR TO ARCHITECT'S FINAL ACCEPTANCE.
4. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 05500
06100 CARPENTRY:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. ALL ROUGH CARPENTRY INCLUDING BUT NOT LIMITED TO, WOOD
BLOCKING, SUPPORT GROUNDS, FURRING, BACKBOARDS,
ANCHORS AND ROUGH HARDWARE AND OTHER INCIDENTAL
ROUGH CARPENTRY WORK AS REQUIRED FOR WORK OF ALL
SECTIONS OF THESE SPECIFICATIONS INCLUDING MECHANICAL
AND ELECTRICAL: SEE MECHANICAL AND ELECTRICAL
DRAWINGS.
2. MISCELLANEOUS CUTTING AND PATCHING FOR ALL SECTIONS
OF THESE SPECIFICATIONS INCLUDING MECHANICAL AND
ELECTRICAL WORK: SEE SECTION 01045.
3. FIRESTOPPING AT ALL FLOOR AND WALL PENETRATIONS.
PROVIDE UL DETAIL FOR EACH DIFFERENT INSTALLATION
PROVIDED.
4. ALL TEMPORARY CONSTRUCTION REQUIREMENTS, INCLUDING
BUT NOT LIMITED TO SCAFFOLDING, SCREENS, BARRIERS AND
SUPPORTS FOR REMOVALS, RE -INSTALLATIONS AND NEW
WORK, INCLUDING MECHANICAL AND ELECTRICAL WORK, IN
COORDINATION WITH REQUIRED PHASING OF THE PROJECT.
5. ALL WOOD SHALL BE FIRE RETARDANT TREATED.
3. PROVIDE COORDINATED SHOP DRAWINGS AND SAMPLES OF ITEMS
AS MAY BE REQUESTED BY THE ARCHITECT IN ACCORDANCE WITH
SECTION 01300 OF THESE SPECIFICATIONS.
1. UPON COMPLETION OF THIS PORTION OF THE WORK, COMPLETE
AND POST CERTIFICATES OF COMPLIANCE IN ACCORDANCE
WITH PERTINENT REQUIREMENTS OF GOVERNMENTAL
AGENCIES HAVING JURISDICTION.
4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH ALSC,
APA, AWPA, NHLA, PS 1, PS 20 AND APPLICABLE CODE
REQUIREMENTS. TREAT ALL LUMBER AND WOOD WITH FIRE
RETARDANT AS REQUIRED FOR TYPE, USE AND CODE.
1. IN ADDITION TO COMPLYING WITH PERTINENT CODES AND
REGULATIONS OF GOVERNMENTAL AGENCIES HAVING
JURISDICTION, UNLESS OTHERWISE SPECIFICALLY DIRECTED OR
PERMITTED BY THE ARCHITECT COMPLY WITH:
1. "PRODUCT USE MANUAL" OF THE WESTERN WOOD
PRODUCTS ASSOCIATION FOR SELECTION AND USE OF
PRODUCTS INCLUDED IN THAT MANUAL;
2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF THE
AMERICAN PLYWOOD ASSOCIATION.
3. FLAMEPROOF LHC LUMBER FOR ALL BLOCKING AS PROVIDED
BY OSMOSE WOOD PRESERVING, INC.
4. FLAMEPROOF LHC PLYWOOD FOR ALL SUBFLOORING AS
PROVIDED BY OSMOSE WOOD PRESERVING, INC.
II MATERIALS -
1 . ALL ROUGH CARPENTRY LUMBER SHALL BE CONSTRUCTION GRADE
SEASONED, S4S DOUGLAS FIR OR WESTERN LARCH, SEASONED TO
10% OR LESS MOISTURE CONTENT. EACH PIECE SHALL BE GRADE
STAMPED WITH OFFICIAL MARK OF RESPONSIBLE GRADING RULES
ASSOCIATION. HIDDEN AND EXPOSED PLYWOOD, DFPA, INTERIOR
AND EXTERIOR C -C GRADE MANUFACTURED IN ACCORDANCE WITH
APA AND PS 1-66 STANDARDS. EACH PIECE SHALL BE GRADE
STAMPED.
4
5
2. THREADED AND DRIVEN FASTENERS SHALL BE HOT -DIPPED
GALVANIZED AFTER FABRICATION AND THE BEST OF THEIR
RESPECTIVE TYPE, GRADE AND CLASS, AND SHALL BE USED IN
SUFFICIENT NUMBER AND CORRECT SIZES FOR THE PARTICULAR
APPLICATION.
3. ALL WOOD AND WOOD PRODUCTS SHALL BE FIRE RETARDANT
TREATED IN COMPLIANCE WITH THE STATE OF TENNESSEE
BUILDING CODE SECTION: PRESSURE TREATED WITH FIRE
RETARDANT CHEMICALS, AND GRADE STAMPED, IN ACCORDANCE
WITH REFERENCE STANDARDS CITED.
1. RS -3, LUMBER AWPA C20-1988
2. RS -4, PLYWOOD AWPA C27-1988
4. FIRESTOPPING:
1. 3M FIRE PROTECTION PRODUCTS, OR ARCHITECT ACCEPTED
EQUIVALENT, FIRESTOPPING AND SMOKE -STOPPING SYSTEMS
AND DEVICES AS LISTED IN THE UL FIRE RESISTANCE
DIRECTORY FOR EACH RATED WALL AND FLOOR PENETRATION
CONDITION.
5. ALL TEMPORARY SCAFFOLDING, SCREEN, BARRIER AND SUPPORT
TYPES, MATERIALS, FINISHES AND THEIR LOCATIONS SHALL BE IN
ACCORDANCE WITH THE METROPOLITAN NASHVILLE AIRORT
AUTHORITY (MNAA) AND THE HUDSON GROUP (HG) CONSTRUCTION
REQUIREMENTS AND ARE TO BE REVIEWED AND COORDINATED
WITH THE MNAA AND/OR THE HG FOR ACCEPTANCE PRIOR TO
COMMENCEMENT OF THE WORK.
III EXECUTION -
1 . SET ALL ROUGH CARPENTRY WORK AND TEMPORARY
CONSTRUCTION ACCURATELY TO REQUIRED LEVELS AND LINES
WITH MEMBERS PLUMB AND TRUE AND ACCURATELY CUT AND
FITTED. SECURELY ATTACH THE WORK TO SUBSTRATE BY
ANCHORING AND FASTENING AS REQUIRED BY RECOGNIZED
STANDARDS. TEMPORARY CONSTRUCTION ITEMS SHALL BE
INSTALLED IN A WAY TO MINIMIZE MARRING AND DAMAGING
EXISTING FINISHES. ALL SUCH MARRING AND DAMAGE SHALL BE
CORRECTED, PATCH TO MATCH, TO NO NOTICEABLE DIFFERENCE
PER SECTION 01400 OF THESE SPECIFICATIONS.
2. HANDLE, STORE AND INSTALL FIRE RETARDANT (FR -S) MATERIALS IN
ACCORDANCE WITH MANUFACTURER'S DIRECTIONS AND AS
REQUIRED TO MEET REQUIRED CLASSIFICATION OR RATING.
3. TEMPORARY SCAFFOLDING, SCREENS, BARRIERS AND SUPPORTS
SHALL REMAIN IN PLACE UNTIL WORK IS COMPLETED. UPON
COMPLETION OF THE WORK, OR PORTION THEREOF PER REQUIRED
PHASING, REMOVE ITEMS IN THEIR ENTIRETY INCLUDING ALL
FASTENINGS. PATCH TO MATCH AND CLEAN AND REPAIR ALL
EXISTING SURFACES AFFECTED BY ITEM PLACEMENT AND SUPPORT
INSTALLATION AND REMOVAL. RE -INSTALL APPLICABLE UNDAMAGED
RE -USED ITEMS FOR SUCCEEDING PHASES.
4. APPLY FIRESTOPPING TO PROPERLY PREPARED CLEAN SUBSTRATE
SURFACES FREE OF DIRT, DUST, GREASE, OIL, LOOSE MATERIAL, OR
OTHER MATTER WHICH MAY AFFECT BOND OF FIRESTOPPING
MATERIAL. APPLY PRIMER AND MATERIALS IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS AND APPLY FIRESTOPPING
MATERIAL IN SUFFICIENT THICKNESS TO ACHIEVE RATING OF
SURFACE PENETRATED AND TO UNIFORM DENSITY AND TEXTURE.
INSTALL MATERIAL AT FLOORS, WALLS OR PARTITION OPENINGS
WHICH CONTAIN PENETRATING SLEEVES, PIPING, DUCTWORK,
CONDUIT AND OTHER ITEMS REQUIRING FIRESTOPPING.
5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 06100
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SCALE: AS NOTED
DATE:
DESIGNED BY:
DRAWN BY: E. OUTHAVONG
CHECKED BY:
SHEET TITLE:
ARCHITECTURAL
SPECIFICATIONS
02060 - 06100
SHEET NO.
A-001
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06400 ARCHITECTURAL WOODWORK:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
D
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. ARCHITECTURAL WOODWORK ITEMS (AW) AND STORE FIXTURES
(F) AS SCHEDULED AND SHOWN ON THE DRAWINGS:
ITEMS
1. AW1 POCKET ENCLOSURES FOR SIDE FOLDING
CLOSURE ASSEMBLIES
2. AW2 POCKET ENCLOSURES FOR SIDE FOLDING
CLOSURE ASSEMBLIES
2. FIXTURES (NIC)
2. 3/4" THICK TEMPLATES FOR ALL PERIMETER WALL DISPLAYS,
CASHWRAP AND OTHER AW UNITS, AS SHOWN ON THE PLANS.
WOODWORK CONTRACTOR SHALL INSPECT THE SITE AND
VERIFY EXISTING CONDITIONS AT THE TIME OF TEMPLATE
INSTALLATION.
3. ALL MISCELLANEOUS INCIDENTAL ITEMS, INCLUDING BUT NOT
LIMITED TO PLASTIC LAMINATE AND MELAMINE; WOOD VENEER
AND HARDWOOD; METAL LAMINATE; CABINET AND DISPLAY CASE
HARDWARE; METAL TRIM, CLADDING AND FRAMES; SLATWALL,
SHEET PLASTIC, SOLID SURFACING, VINYL COVERED
UPHPLSTERY, FABRIC COVERED PANEL, GLASS TILE, PAINT,
FASTENERS, METAL STUD AND WOOD FRAMING, ANCHORAGE
DEVICES, SEALANTS, FILLERS AND ADHESIVES AS REQUIRED
FOR THE INSTALLATION OF THE SCHEDULED ITEMS AND AS
C SHOWN ON THE DRAWINGS AND AS REQUIRED FOR FULL
COMPLETION OF THE WORK
4. ACCEPTABLE ARCHITECTURAL WOODWORK CONTRACTORS:
BUCKEYE FIXTURES
9467 ROYSTON HIGHWAY
ROYSTON GA, 30662
ATTN: RICHARD SPEARMAN
TEL: (706) 245-9794 FAX: (706) 246-9705
CONTINENTAL CONSOLIDATED INDUSTRIES
181 GREENWOOD STREET
WORCESTER, MA 01607
ATT: JIM POWERS
TEL: (508) 756-4372 FAX: (508) 753-1433
CREATIONS OF DALLAS
12750 PERIMETER DRIVE, SUITE #120
DALLAS, TX 7528
ATTN: ED SWIERCZEK
TEL: (972) 686-7836 FAX: (972) 686-7589
MILL CREEK MANUFACTURING, INC.
7380 ROUTE 98 NORTH
ARCADIA, NY 14007
ATTN: KEVIN WALTERS
TEL: (585) 492- 3335 FAX: (585) 492-3349
SILVER STAR CABINETS
409 EVERGREEN DRIVE
NORTH BONNEVILLE, WA 98639
ATT: MATT CALIFF
OR BEN CALIFF
TEL: (509) 427-8800 FAX: (509) 427-5068
B SOLID DETAILS
3101 SUMMIT AVE
SUITE 300
PLANO, TX. 75074
ATT: MARK PRINCE
TEL: (214) 437-6598 FAX: (972) 422-6387
SPARKS CUSTOM RETAIL
2828 CHARTER ROAD
PHILADELPHIA, PA 19154
ATTN: MATT WOOD
T: (215) 602-8056 FAX: (215) 676-8020
WOODWORKS RETAIL AND ARCHITECTURAL
64 EAST DUDLEY TOWN ROAD
BLOOMFIELD, CT 06002
ATT: JACK GAJEWSKI
OR RICK IRISH
TEL: (860) 242-8223 FAX: (860) 242-6418
5. ACCEPTABLE ARCHITECTURAL WOODWORK INSTALLERS:
ATLANTIC INSTALLATIONS
2258 HOLLY SPRINGS PARKWAY
CANTON, GA 30115
ATT: RAIF LEWIS
TEL: (770) 597-6101
E-MAIL atlanticinstallations@alltel.net
GREENWOOD INSTALLERS, INC.
P.O. BOX 70706
QUINSIG VILLAGE STATION
WORCESTER, MA 01607
ATT: BILL TYNDALL, JR.
TEL: (508) 831-7190
E-MAIL greenwoodinstall@charter.net
A OR
C/O CONTINENTAL CONSOLIDATED INDUSTRIES
181 GREENWOOD STREET
WORCESTER, MA 01607
ATT: JIM POWERS
TEL: (508) 756-4372 FAX: (508) 753-1433
jpowers@continentalconsolidated.com
JDL CONTRACTING SERVICES
1176 PINEHURST DRIVE
SMYRNA, GA 30080
ATT: WAYMON SNYDER
CELL: (404) 421-3779
E-MAIL waymonsnyder@nsn.com
�I
RETAIL BUILDERS & INSTALLERS
3903 OLD VINEYARD ROAD
WINSTON-SALEM, NC 27704
ATT: GERALD RYAN
TEL: (336) 765-9559 CELL: (336) 345-5080
E-MAIL gryan04rbi@aol.com
SOUTH GROUP
3216 CAPITAL CIRCLE NW
TALLAHASSEE, FL 32303
ATT: PHILLIP MARQUIS
TEL: (850) 514-3200 FAX: (850) 562-1861
E-MAIL phillip@southgroupinstallation.com
6. PROVIDE COORDINATED SHOP DRAWINGS OF ALL ITEMS, SAMPLES
OF SLATWALL AND ALL FINISHES, INCLUDING WOOD VENEER
FLITCHES, AND ON-SITE MOCK-UPS OF ALL ITEMS, WHERE
REQUESTED, IN ACCORDANCE WITH SECTION 01300 OF THESE
SPECIFICATIONS.
1. (3) 12 X 12 OR (3) 8X 10 FINISH SAMPLES.
7. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF
THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING
METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS.
8. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH AWI
GRADES SPECIFIED AND APPLICABLE CODES. TREAT ALL LUMBER
AND WOOD WITH FIRE RETARDANT AS REQUIRED FOR TYPE, USE
AND CODE
II MATERIALS -
1. PLYWOOD OR MEDIUM DENSITY FIBERBOARD/PLASTIC LAMINATE
FACED CABINET WORK AND PANELS SHALL BE AWI PREMIUM GRADE
QUALITY. USE FIRE RATED CORE MATERIAL AND FIRE RATED
HORIZONTAL GRADE PLASTIC LAMINATES FOR ALL PLASTIC
LAMINATE TYPES: (THE USE OF PVC IS NOT ALLOWED.)
1. PLASTIC LAMINATES: (ADHESIVES, BACKER SHEETS AND
SUBSTRATES PER MANUFACTURER'S SPECIFICATIONS TO
MAINTAIN MEA RATINGS)
1. PL1 FORMICA CLASS A
#909-58 BLACK ASTM E-84
MATTE FINISH FLAME SPREAD 15
SMOKE DEVELOPED 20
2. DRAWER AND CABINET INTERIORS:
1. WHITE MELAMINE CABINET INTERIORS AND BALTIC BIRCH
VENEER WITH CLEAR LACQUER FINISH DRAWERS
2. CABINETWORK AND PANELS TO BE VENEER FACED %" F.R. MDF
WITH HARDWOOD EDGING AND SHALL BE AWI PREMIUM GRADE
QUALITY FOR ALL WOOD VENEER TYPES. USE FIRE RATED CORE
MATERIAL IN ALL CASES:
1. WD1 BROOKSIDE VENEERS (REP.:PAUL SPERA, 914-592-7636),
QUARTERED WALNUT OR ACCEPTED EQUAL, WITH A
CLOSED PORE LIGHTLY CLEAR SATIN LACQUER
CATALYTIC FINISH TO MATCH TRANSYSTEMS' MEDIUM
SAMPLE. ALL WOOD PANELED SURFACES ADJOINED OR
BUTTING REVEALS ARE TO BE BOOK MATCHED WITH ALL
GRAIN TO BE VERTICAL.
2. WD3 BROOKSIDE VENEERS (REP: PAUL SPERA, 914-592-7636),
WHITE WASHED OAK WITH A CLOSED PORE LIGHTLY
STAINED SATIN LACQUER CATALYTIC FINISH, TO MATCH
TRANSYSTEMS' MEDIUM SAMPLE. ALL WOOD PANELED
SURFACES ADJOINED OR BUTTING REVEALS ARE TO BE
BOOK MATCHED WITH ALL GRAIN TO BE VERTICAL.
3. HARDWOOD:
1. WD2 SOLID QUARTERED WALNUT, STAINED AND FINISHED TO
MATCH WD1.
2. WD4 SOLID QUARTERED WHITE OAK, STAINED AND FINISHED
TO MATCH WD2.
3. WD5 SOLID QUARTERED WOOD, STAINED AND FINISHED TO
MATCHE PAINT (TBD)
4. METAL:
1. MT2 20 GA STAINLESS STEEL, SATIN FINISH (INTERIOR
FINISHES)
2. MT3 STYLMARK TRIM, ANONDIZED ALUMINUM, U CHANNEL
3. MT4 MOZ TEXTURED METAL PANEL
5. PAINT FINISH:
1. SHOP APPLIED AWI PREMIUM GRADE PAINT SYSTEM OP -4.
(ROLLER OR BRUSH APPLICATION IS NOT ACCEPTABLE)
1. P2 BENJAMIN MOORE WHITE FLAT ALKYD PAINT FINISH AS
NOTED AND DETAILED ON THE DRAWINGS.
2. P3 TIGER DRYLAC HAMMERTONE, #09/60660 POWDER
COAT; COLOR: SEPIA
6. CASEWORK, CABINET, DISPLAY CASE, CLOSET, SHELVING, AND/OR
DOOR HARDWARE AS NOTED ON THE DRAWINGS
7. GLASS:
1. GL1 3/8" THICK TEMPERED CLEAR GLASS, LOF, GLOBE
AMERADA, PPG OR ARCHITECT ACCEPTED EQUAL, WITH
ALL EDGES FLAT POLISHED, AS NOTED AND DETAILED ON
THE DRAWINGS.
8. MISCELLANEOUS INCIDENTAL SUPPORT ITEMS IN TYPES, SHAPES
AND SIZES AS SHOWN AND/OR REQUIRED WITH SHOP PRIME FINISH
FOR CONCEALED ITEMS AND SCHEDULED FINISH FOR EXPOSED TO
VIEW ITEMS.
9. ALL FASTENERS, THREADED AND DRIVEN, SHALL BE THE BEST OF
THEIR RESPECTIVE TYPE, GRADE AND CLASS AND SHALL BE USED
INSUFFICIENT NUMBERS AND CORRECT SIZES FOR THEIR
PARTICULAR APPLICATIONS. ALL FASTENERS ARE TO BE
CONCEALED IN THE FINISHED WORK.
10. SEALANT FOR INSTALLATION CAULKING OF ALL ARCHITECTURAL
WOODWORK ITEMS SHALL BE TREMCO, OR ARCHITECT ACCEPTED
EQUAL, HIGH PERFORMANCE SEALANT, BLACK, AND IN TYPE AND
DETAIL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS AND
STANDARDS. COMPLY WITH SEALANT MANUFACTURER'S
RECOMMENDATIONS FOR SELECTION OF CAULKING MATERIALS
WHICH SUIT APPLICATIONS FOR INSTALLATION CONDITIONS.
11. ALL MISCELLANEOUS INCIDENTAL ITEMS IN TYPES SHOWN OR
NOTED ON THE DRAWINGS AND AS REQUIRED FOR FULL
COMPLETION OF THE WORK.
2
3
III EXECUTION -
1 . ALL FABRICATION, FINISHING, INSTALLATION, CLEANING AND
PROTECTION OF ARCHITECTURAL WOODWORK SHALL BE
GOVERNED BY APPLICABLE AWI STANDARDS. TO THE MAXIMUM
EXTENT POSSIBLE, ASSEMBLE ALL ITEMS IN THE SHOP INCLUDING
INSTALLATION OF THE NON -WOODWORK COMPONENTS. NO
HORIZONTAL SEAMS OR JOINTS ARE ALLOWED IN ANY PANELS.
1. WOODWORK CONTRACTOR SHALL HAVE A QUALIFIED
REPRESENTATIVE ON SITE THROUGHOUT THE INSTALLATION OF
THE WORK OF THIS SECTION.
2. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED
CUTOUTS AND SPACE REQUIREMENT DIMENSIONS. RELOCATE ALL
EXISTING WALL MOUNTED ITEMS AND DEVICES TO REMAIN TO FACE
OF NEW PANELING.
3. CONDITION WOODWORK TO AVERAGE PREVAILING HUMIDITY
CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING.
4. DELIVERY OF WOODWORK ITEMS IS TO BE COORDINATED WITH THE
GC. A MINIMUM OF TWO DELIVERIES ARE REQUIRED - FIRST
DELIVERY SHALL INCLUDE PERIMETER ITEMS; SECOND DELIVERY
SHALL INCLUDE CASHWRAP, FLOOR FIXTURING AND STOREFRONT
COMPONENTS. COORDINATE DELIVERY ROUTES WITHIN THE
FACILITY WITH BOTH THE GC AND THE FACILITY AUTHORITY.
5. INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO
DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS
AND/OR LEVELERS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR
PLUMB AND LEVEL (INCLUDING COUNTERTOPS); AND WITH 1/16"
MAXIMUM OFFSET IN FLUSH ADJOINING SURFACE, 1/8" MAXIMUM
OFFSET IN REVEALED ADJOINING SURFACES.
6. SCRIBE AND CUT WORK TO FIT ADJOINING WORK, AND REFINISH
CUT SURFACES OR REPAIR DAMAGED SURFACES AT CUTS.
7. ANCHOR TO BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO
SUBSTRATES. SECURE TO GROUNDS, STRIPPING AND BLOCKING
WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING
AS REQUIRED FOR COMPLETE INSTALLATION. EXCEPT WHERE PRE -
FINISHED MATCHING FASTENER HEADS ARE REQUIRED, USE FINE
FINISHING NAILS FOR EXPOSED NAILING, COUNTERSUNK AND FILLED
FLUSH WITH WOODWORK, AND MATCHING FINAL FINISH WHERE
TRANSPARENT FINISH IS INDICATED
8. PROPERLY APPLY SEALANT IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES,
MATERIALS AND DETAILS FULLY, NEATLY AND CAREFULLY, WITHIN
CONFINES OF JOINT BETWEEN ARCHITECTURAL WOODWORK AND
ABUTTING SURFACES.
9. SET ALL DOORS SQUARE, PLUMB, LEVEL AND TRUE, ALL IN
ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
INSTRUCTIONS. DOORS SHALL OPERATE FREELY THROUGHOUT
THEIR INTENDED PATH OF TRAVEL AND LOCK WITH ABSOLUTE
MINIMUM FREE PLAY. ENSURE PROPER MINIMUM JOINT AND
ALIGNMENT BETWEEN DOOR AND FRAME.
10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND
EACH DOOR, EXISTING TO REMAIN AND NEW TO ENSURE PROPER
OPERATION OF FUNCTION OF EVERY UNIT. REPLACE ANY UNIT
WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY
AS INTENDED FOR THE APPLICATION
11. MAKE FINAL CHECK AND ADJUSTMENT OF ALL HARDWARE ITEMS.
CLEAN OPERATING ITEMS AS NECESSARY TO RESTORE PROPER
FUNCTION AND FINISH OF HARDWARE AND DOORS. ADJUST DOOR
CONTROL DEVICES TO COMPENSATE FOR FINAL OPERATION OF
HEATING AND VENTILATING EQUIPMENT.
12. INSTRUCT OWNER'S PERSONNEL IN PROPER ADJUSTMENT AND
MAINTENANCE OF HARDWARE FINISHES, DURING THE FINAL
ADJUSTMENT OF HARDWARE.
13. APPLY FABRIC PANEL COVERING (FCP1) TO SOUND, SMOOTH, DRY
AND PROPERLY PREPARED PANEL SURFACES BY DIRECT GLUE -
DOWN METHOD USING MANUFACTURER'S RECOMMENDED
ADHESIVE. ALL MATERIALS SHALL BE INSTALLED WITH TIGHT NEAT
CORNERS SECURE, SMOOTH, WITHOUT WRINKLES, GAPS OR
OVERLAPS. JOINTS ARE TO BE UN -NOTICEABLE.
1. VERIFY SUB -SURFACE COMPATIBILITY AND PREPARATION WITH
MANUFACTURER'S RECOMMENDED ADHESIVE AND
INSTALLATION PROCEDURES.
14. INSTALL GLASS TILE WORK TO PROPERLY PREPARED SUBSURFACE
IN ACCORDANCE WITH THE TILE MANUFACTURER'S WRITTEN
TECHNICAL INFORMATION, TILE COUNCIL OF AMERICA
CONSTRUCTION HANDBOOK LATEST EDITION AND APPLICABLE ANSI
STANDARDS FOR RECOMMENDED THINSET METHOD.
1. TILE SHALL BE ACCURATELY CUT TO PERIMETER CONDITIONS.
2. PREPARE AND LEVEL SUB -SURFACE AS REQUIRED FOR SMOOTH
SOUND, LEVEL, PLUMB, FLUSH INSTALLATION. POLISH ALL CUT
EXPOSED TO VIEW EDGES TO MATCH TILE FACE.
3. INSTALL PERIMETER TRIM AS REQUIRED FOR A CONTINUOUS
SMOOTH SOUND, LEVEL, AND FLUSH INSTALLATION WITH A
MINIMUM NUMBER OF TIGHT HAIRLINE BUTT JOINTS AS SHOWN
AND DETAILED.
4. INSTALL TILE IN PATTERN INDICATED TO PROPERLY PREPARED
SUBSURFACES WITH ALL JOINTS ALIKE AND IN ALIGNMENT,
UNIFORM IN WIDTH NOTED, WATERTIGHT, WITHOUT VOIDS,
CRACKS, EXCESS MORTAR, ADHESIVE OR GROUT. CUT TILE AS
REQUIRED TO MAINTAIN PATTERN.
1. COORDINATE EXACT LOCATIONS AND SIZES OF ALL
REQUIRED CUTOUT WITH OTHER SECTIONS OF THESE
SPECIFICATIONS AND AS SHOWN AND NOTED ON THE
DRAWINGS.
15. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 06400
3
IF THIS nRAWINr, IS I FSS THAN 92" X34" IT IS A REDUCED SIZE DRAWING
07250 FIREPROOFING:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. FIREPROOFING TO REPLACE ALL DAMAGED, MISSING AND
REMOVED FIREPROOFING FOR FULL COVERAGE OF
STRUCTURAL ELEMENTS AS REQUIRED BY THE CURRENT
APPLICABLE BUILDING CODE.
3. PROVIDE MANUFACTURER'S LITERATURE IN ACCORDANCE WITH
SECTION 01300 OF THESE SPECIFICATIONS.
4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE
REQUIREMENTS.
II MATERIALS -
1. PRODUCTS SHALL MATCH EXISTING FIREPROOFING IN TYPE,
QUALITY, COVERAGE, RATING AND APPLICATION PROCEDURE.
III EXECUTION -
1 . ALL SURFACES SHALL BE PROPERLY PREPARED, CLEANED AND
INSPECTED WITH ALL SUPPORT HANGERS AND ATTACHMENTS
REQUIRED TO PENETRATE THE FIREPROOFING IN PLACE.
2. EQUIPMENT AND APPLICATION PROCEDURE SHALL CONFORM TO
THE MATERIAL MANUFACTURER'S WRITTEN INSTRUCTIONS TO
MATCH EXISTING.
3. INSTALLATION OF ALL SPRAYED -ON FIREPROOFING IS SUBJECT TO
THE APPLICABLE BUILDING CODE REQUIREMENTS.
4. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 07250
07900 JOINT SEALERS:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. ALL SEALANTS FOR THE INSTALLATION OF NEW WORK WHERE
NOTED AND/OR REQUIRED INCLUDING ALL MECHANICAL AND
ELECTRICAL WORK.
2. ALL ADHESIVES, BACK-UP MATERIALS AND INCIDENTAL
MATERIALS REQUIRED FOR PROPER INSTALLATION OF THE
ABOVE.
3. PROVIDE MANUFACTURER'S PRODUCT DATA LITERATURE ON ALL
ITEMS, SAMPLES OF SEALANTS AND SAMPLES OF OTHER ITEMS AS
MAY BE REQUESTED BY THE ARCHITECT IN ACCORDANCE WITH
SECTION 01300 OF THESE SPECIFICATIONS.
4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF
THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING
METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS.
5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
SWRI, SEALANT GUIDE SPECIFICATION, IMIAC AND APPLICABLE
CODE REQUIREMENTS AND SHALL BE OF THE HIGHEST QUALITY IN
MATERIAL AND INSTALLATION STANDARDS FOR THE TYPE
APPLICATION AND METHOD OF CONSTRUCTION IN ACCORDANCE
WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS TO
ACHIEVE A WATERTIGHT INSTALLATION GUARANTEE AGAINST ALL
DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF TWO
(2) YEARS.
11 MATERIALS -
1 . TREMCO, OR ARCHITECT ACCEPTED EQUAL, HIGH PERFORMANCE
SEALANTS, IN, STANDARD COLORS SELECTED BY ARCHITECT AND IN
TYPE AND DETAIL PER MANUFACTURER'S WRITTEN
RECOMMENDATIONS AND STANDARDS. COMPLY WITH SEALANT
MANUFACTURER'S RECOMMENDATIONS FOR SELECTION OF
CAULKING MATERIALS WHICH SUIT APPLICATIONS FOR
INSTALLATION CONDITIONS.
2. INCIDENTAL MATERIALS INCLUDING BUT NOT LIMITED TO BACK-UP
MATERIALS, ADHESIVES, BOND BREAKERS, TAPE, PRIMERS AND
FASTENERS REQUIRED AND COMPATIBLE AND IN ACCORDANCE
WITH MATERIAL MANUFACTURER'S RECOMMENDATIONS.
4
5
III EXECUTION -
1 . PROPERLY PREPARE AND CLEAN ALL EXISTING AND NEW SURFACES
TO RECEIVE APPLIED MATERIALS AND VERIFY THAT ALL SURFACES
TO RECEIVE MATERIALS ARE PROPERLY PREPARED AND READY IN
ACCORDANCE WITH MATERIAL MANUFACTURER'S WRITTEN
INSTRUCTIONS.
2. PROPERLY APPLY ALL MATERIALS TO ALL SURFACES IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDED
INSTALLATION PROCEDURES, MATERIALS AND DETAILS.
3. APPLY SEALANTS FULL AND CONTINUOUS NEATLY AND CAREFULLY,
WITHIN CONFINES OF JOINT, WITH CONCAVE PROFILES, AT ALL
JOINTS INDICATED AND/OR REQUIRED.
END OF SECTION 07900
08300 SPECIAL DOORS:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1, GENERAL REQUIREMENTS OF THESE
SPECIFICATIONS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. MANUALLY OPERATED SIDE FOLDING CLOSURE ASSEMBLY
AS SHOWN AND SCHEDULED ON THE DRAWINGS:
1. 01 STOREFRONT ENTRANCE FOLDING CLOSURE W/Bl-
PART LOCKING ASSEMBLY. SEE DRAWINGS FOR
SIZE.
3. COORDINATE ALL WORK OF OTHER SECTIONS FOR THE ABOVE
WORK.
4. PROVIDE COORDINATED SHOP DRAWINGS AND PRODUCT
LITERATURE ON ALL ITEMS AND SAMPLES OF ALL FINISHES IN
ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS.
1. PROVIDE COORDINATED SHOP DRAWING FOR CLOSURE
REQUIREMENTS, INCLUDING BUT NOT NECESSARILY LIMITED TO;
SUPPORT FRAMING AND ENCLOSURE, PER CLOSURE
MANUFACTURER'S LITERATURE.
5. PROVIDE CLEANING AND MAINTENANCE DATA IN ACCORDANCE WITH
SECTIONS 01710 AND 01730 OF THESE SPECIFICATIONS. INCLUDE
RECOMMENDED CLEANING METHODS, CLEANING MATERIALS, AND
STAIN REMOVAL METHODS.
6. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE
REQUIREMENTS.
II MATERIALS -
1. SIDE FOLDING CLOSURE ASSEMBLY:
1. MANUALLY OPERATED (BI -PARTING) ASSEMBLY WITH CLEAR
ANODIZED MILL ALUMINUM (MT10) FINISH / PERFORATED CLEAR
ANODIZED ALUMINUM PANEL CURTAIN. PROVIDE INSIDE/OUTSIDE
CYLINDER LOCK WITH DUSTPROOF FLOOR STRIKE AND EGRESS
DOORS FOR EMERGENCY EXIT.
1. DYNAFLAIR, (813-248-8100), MODEL "ELEGANCE -PP"
III EXECUTION -
1 . INSTALLATION SHALL BE BY CLOSURE MANUFACTURER'S
AUTHORIZED DISTRIBUTOR OR REPRESENTATIVE.
2. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED
CUTOUTS, AND SPACE REQUIREMENTS AND DIMENSIONS FOR
SUPPORT AND FINISH REQUIREMENTS WITH OTHER SECTIONS OF
THESE SPECIFICATIONS AND AS SHOWN AND NOTED ON THE
DRAWINGS:
1. MISCELLANEOUS METALS SECTION 05500
2. CARPENTRY SECTION 06100
3. ARCHITECTURAL WOODWORK SECTION 06400
3. SET DOOR SUPPORT, ENCLOSURES AND ABUTTING ADJACENT
WORK SQUARE, PLUMB, LEVEL AND TRUE, ALL IN ACCORDANCE
WITH THE CLOSURE MANUFACTURER'S WRITTEN INSTRUCTIONS.
CURTAINS SHALL OPERATE FREELY THROUGHOUT THEIR INTENDED
PATHS OF TRAVEL WITH ABSOLUTE MINIMUM FREEPLAY. ENSURE
PROPER MINIMUM JOINT AND ALIGNMENT BETWEEN CURTAIN
GUIDES AND STOREFRONT ENCLOSURES.
4. INSTRUCT TENANT/OWNER'S PERSONNEL IN PROPER ADJUSTMENT,
OPERATION, AND MAINTENANCE OF CLOSURES, DURING THE FINAL
ADJUSTMENT OF THE INSTALLATION.
5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 IN DIVISION 1 OF THESE SPECIFICATIONS.
END OF SECTION 08300
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PROJ NO: P703080244
SCALE: AS NOTED
DATE:
DESIGNED BY:
DRAWN BY:
E. OUTHAVONG
CHECKED BY:
SHEET TITLE:
ARCHITECTURAL
SPECIFICATIONS
06400 - 08150
SHEET NO.
A-002
SHEET
OF
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08800 GLASS AND GLAZING:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
D
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
3. PROVIDE AND INSTALL:
1. GLASS SHELVES
2. (2) GLASS STOREFRONT WINDOWS. SEE DRAWINGS FOR SIZES.
3. ALL FITTINGS, GLAZING MATERIALS, ATTACHMENT
COMPONENTS, ACCESSORIES AND MISCELLANEOUS INCIDENTAL
MATERIALS REQUIRED FOR THE INSTALLATION FOR THE ABOVE
SYSTEMS.
4. PROVIDE COORDINATED SHOP DRAWINGS, PRODUCT LITERATURE
AND FINISH SAMPLES ON ALL ITEMS FOR THE ABOVE IN
ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS.
5. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710
AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED
CLEANING METHODS, CLEANING MATERIALS, AND STAIN REMOVAL
METHODS.
6. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
FGMA AND NAAMM WRITTEN INSTRUCTIONS, MANUFACTURER'S
WRITTEN INSTRUCTIONS, AND APPLICABLE CODE REQUIREMENTS.
II MATERIALS -
1. SHELVING:
1. GL1 3/8" TEMPERED GLASS SHELVES WITH ALL EDGES
POLISHED
C
2. STOREFRONT WINDOWS:
1. GL2 1/2" CLEAR TEMPERED GLASS PANELS WITH ALL
EXPOSED TO VIEW GLASS VERTICAL EDGES POLISHED
WITH 1/4" OPEN GAP JOINT BETWEEN PANELS AND TO
ABUTTING CONSTRUCTION JOINTS, WITH SILVER SATIN
STAINLESS STEEL CLAD (MT5) CONTINUOUS BOTTOM
ALUMINUM RAILS AS SHOWN AND SCHEDULED ON THE
DRAWINGS.
3. ALL GLAZING AND MISCELLANEOUS INCIDENTAL MATERIALS
REQUIRED FOR THE INSTALLATION OF THE ABOVE ITEMS, SHALL BE
APPROPRIATE TYPE FOR CONDITIONS USED AND COMPATIBLE WITH
THE ABUTTING MATERIALS AND ACCEPTED BY THE ARCHITECT.
4. ALL COMPONENTS, ACCESSORIES AND MISCELLANEOUS
INCIDENTAL MATERIALS REQUIRED FOR THE INSTALLATION OF THE
ABOVE SYSTEM, SHALL BE APPROPRIATE TYPE FOR CONDITIONS
USED AND COMPATIBLE WITH THE ABUTTING MATERIALS AND
ACCEPTED BY THE ARCHITECT.
III EXECUTION -
1. STOREFRONT WINDOW:
1. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED
CUTOUTS, SUPPORT AND SPACE REQUIREMENTS AND
DIMENSIONS WITH OTHER SECTIONS OF THESE SPECIFICATIONS
AND AS SHOWN AND NOTED ON THE DRAWINGS:
1. MISCELLANEOUS METALS SECTION 05500
2. ARCHITECTURAL WOODWORK SECTION 06400
3. GYPSUM WALLBOARD SECTION 09250
4. ELECTRICAL SEE 'E' DRAWINGS
B 2. SET ALL WORK SQUARE, PLUMB, LEVEL AND TRUE, ALL IN
ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
INSTRUCTIONS. ASSEMBLY SHALL BE ANCHORED SECURELY TO
ABUTTING CONSTRUCTION AND SUPPORT STEEL. CAULK
WINDOW PERIMETER MEMBERS TO ABUTTING CONSTRUCTION
FULL AND CONTINUOUS. ALL CAULKING SHALL BE NEATLY
APPLIED WITHIN JOINT CONFINES TAKING CARE NOT TO MAR OR
STAIN ABUTTING FINISH SURFACES OUTSIDE THE JOINT
CONFINES: SEE SECTION 07900.
3. SET AND SEAL ALL GLASS IN FRAMES SQUARE, PLUMB, LEVEL,
TRUE AND NEAT IN ACCORDANCE WITH THE GLASS
MANUFACTURER'S WRITTEN INSTRUCTIONS, FGMA GLAZING
MANUAL AND GLAZING MANUFACTURER'S WRITTEN
RECOMMENDATIONS.
2. CLEAN ALL GLASS, BOTH SIDES, NEW AND EXISTING, IN
ACCORDANCE WITH GLASS AND GLAZING MANUFACTURER'S
WRITTEN INSTRUCTIONS.
3. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 08800
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09250 GYPSUM WALLBOARD:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. PARTITION TYPES, CEILING AND FASCIA/SOFFITS AS SCHEDULED
AND SHOWN ON THE DRAWINGS:
1. GWB6 GYPSUM BOARD SOFFIT
2. ACCESS DOORS WHERE REQUIRED IN GYPSUM WALLBOARD
SOFFIT TO ACCESS WORK OF OTHER SECTIONS OF THESE
SPECIFICATIONS, INCLUDING MECHANICAL AND ELECTRICAL
WORK: SEE MECHANICAL AND ELECTRICAL DRAWINGS.
3. PATCHING TO MATCH EXISTING THROUGHOUT AS REQUIRED BY
THE REMOVAL OF EXISTING WORK AND THE INSTALLATION OF
NEW WORK.
4. SEAL AROUND ALL STRUCTURAL SHAPES, DUCTS, PIPES, AND
OTHER PENETRATIONS THROUGH DEMISING WALLS IN AN AIR-
TIGHT MANNER, WHERE THE SPACE ABOVE THE CEILING IS USED
AS AN AIR PLENUM.
3. PROVIDE MANUFACTURER'S LITERATURE IN ACCORDANCE WITH
SECTION 01300 OF THESE SPECIFICATIONS.
4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710
AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED
CLEANING METHODS, CLEANING MATERIALS, STAIN REMOVAL
METHODS.
5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE
REQUIREMENTS.
II MATERIALS -
1 . ALL GYPSUM WALLBOARD MATERIALS INCLUDING BUT NOT LIMITED
TO: STEEL FRAMING COMPONENTS, REGULAR BOARD, FIRE
RETARDANT (TYPE III GRADE X) BOARD, ADHESIVES, METAL TRIM,
METAL TRIM ACCESSORIES, AND SEALANT, TAPE, JOINTING
COMPOUND, CONTROL JOINTS, SKIM COAT AND MISCELLANEOUS
INCIDENTAL MATERIALS REQUIRED FOR THE NEW WORK AND
PATCHING OF EXISTING SHALL BE U.S. GYPSUM QUALITY OR
ARCHITECT ACCEPTED EQUAL:
1. PROVIDE STANDARD PUNCHED STEEL STUDS AND TRACK OF
THE SIZES AND SHAPES SHOWN ON THE DRAWINGS, EITHER
ELECTROLYTIC ZINC COATING (ASTM DESIGNATION A 591, CLASS
B) OR PAINTED WITH 1.0 MIL DRY FILM THICKNESS) RUST -
INHIBITIVE ZINC CHROMATE PRIMER PAINT, AT MANUFACTURERS
OPTION. ALL INTERIOR METAL STUDS, AND THEIR ATTENDANT
TRACK, OVER 12'-0" IN HEIGHT SHALL BE 20 GAUGE.
2. USE ONLY ONE TYPE THROUGHOUT THE WORK, UNLESS
OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY
ACCEPTED IN ADVANCE BY THE ARCHITECT.
3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY
LIMITED TO, TRACKS, SCREWS, CLIPS, ANCHORS, FASTENING
DEVICES, SOUND ATTENUATION PENCIL RODS AND RESILIENT
CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE
AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE
MANUFACTURER OF THE STEEL STUDS.
4. PROVIDE A GOOD GRADE OF COMMERCIAL GROUT FOR
LEVELING THE FLOOR RUNNER MEMBER OF STEEL STUD
PARTITIONS AS REQUIRED
5. FURRING MEMBERS: SCREW-TYPE HAT -SHAPED FURRING
CHANNELS OF 25 GAGE ZINC -COATED STEEL; COMPLY WITH
ASTM C645.
6. FURRING ANCHORAGE: MANUFACTURER'S STANDARD STRAPS,
CLIPS, BOLTS, OR SCREWS AS RECOMMENDED BY FURRING
MANUFACTURER.
2. SUSPENSION SYSTEM MATERIALS:
1. BOLT 3 X 3 X 1/4 X 2 LONG SUPPORT ANGLES TO EXISTING
STRUCTURAL CONCRETE OR SUPPLEMENT EXISTING
INTERMEDIATE FRAMING MEMBERS AS REQUIRED FOR NEW
SUSPENSION SYSTEM WITH UNISTRUT CHANNELS SCREW
FASTENED TO EXISTING STRUCTURAL STEEL MEMBERS SPACED
4 FOOT 0 INCHES ON CENTER BETWEEN EXISTING STRUCTURAL
MEMBERS.
2. SECURE TO SUPPORT ANGLES OR INTERMEDIATE FRAMING
MEMBERS BY TIEING GUY WIRES OR INSERTING BENT END OF
HANGER RODS THROUGH PRE -PUNCHED HOLES (4'-0" ON
CENTERS IN INTERMEDIATE FRAMING MEMBERS) SIZED FOR NOT
LESS THAN 3 TIMES THE HANGER DESIGN LOAD FOR THE
STRUCTURAL CLASSIFICATION INDICATED; ASTM DESIGNATION C
635, TABLE 1, INDIRECT HUNG.
3. CEILING ATTACHMENT TO BUILDING SYSTEM SHALL BE
THROUGH HANGER RODS, GUY WIRES, UNISTRUT AND STEEL
CHANNELS AS SHOWN ON THE DRAWINGS:
1. HANGERS SHALL BE 1/4 INCH DIAMETER STEEL RODS.
HANGER RODS SHALL BE GALVANIZED CONFORMING TO
APPLICABLE PROVISIONS OF ASTM DESIGNATION A 123.
2. GUY WIRES SHALL BE 12 GAUGE WIRE.
3. UNISTRUT SHALL BE P-1001 WITH BEAM CLAMPS AND ANGLE
FITTINGS.
4. STEEL CHANNELS: EITHER COLD ROLLED AT 0.475 LB. PER FT.
OR HOT -ROLLED FOR SUPPORT OF CEILING RUNNERS WITH
DEFLECTIONS LESS THAN 1/360 X SPANS; BUT IN NO CASE
LESS THAN 1-1/2 INCH SECTION WEIGHING 0.475 POUNDS PER
LINEAR FOOT, AND IN NO CASE LESS THAN REQUIRED BY
GOVERNING REGULATIONS OR FOR FIRE RESISTANCE.
5. WIRE CLIPS: #9 SPRING STEEL.
3
3. KARP ASSOCIATES, INC., 888-926-1365, TYPE RDW (24" X 24", UNLESS
OTHERWISE NOTED), PRIME PAINTED 16 GA. STEEL ACCESS DOOR
(RECESSED 1") / 14 GA. STEEL FRAME WITH CONCEALED PIVOTING
ROD HINGE AND SCREWDRIVER OPERATED LOCK, OR ARCHITECT
ACCEPTED EQUIVALENT, FOR SIZE AND LOCATION SHOWN. FOR
PIERCING FIRE RATED SURFACES USE ACCESS DOORS HAVING
SAME RATING AS SURFACE PIERCED.
II EXECUTION -
1 . INSTALL GYPSUM WALLBOARD WORK PLUMB, LEVEL, SQUARE AND
TRUE WITHOUT DISTORTION, ALIGNED AND FITTED PROPERLY,
TAPED FLUSH AND SMOOTH, ACCEPTABLE FOR APPLIED FINISHES IN
ACCORDANCE WITH THE GYPSUM WALLBOARD MANUFACTURER'S
WRITTEN TECHNICAL INFORMATION AND GYPSUM CONSTRUCTION
HANDBOOK, LATEST EDITION. SURFACES TO RECEIVE PHOTO IMAGE
MURALS, SEE SECTION 10400 OF THESE SPECIFICATIONS, SHALL
HAVE A FINISHING LEVEL OF NOT LESS THAN 5. ALL EXTERNAL
CORNERS ARE TO RECEIVE METAL CORNER BEADS, ALL INTERNAL
CORNERS ARE TO RECEIVE CORNER REINFORCING TAPE AND ALL
EXPOSED TO VIEW EDGES ARE TO RECEIVE METAL TRIM. EACH IS
TO BE TAPED FLUSH AND SMOOTH TO ABUTTING GYPSUM
WALLBOARD SURFACES.
2. COORDINATE FIRESTOPPING IN CONCEALED SPACES WITHIN
PARTITIONS, WALLS AND FURRING AS REQUIRED BY THE STATE OF
TENNESSEE BUILDING CODE: SEE FIRESTOPPING IN SECTION 06100.
3. EXISTING DEMISING WALLS ARE TO BE RETROFITTED AS REQUIRED
TO MAINTAIN REQUIRED FIRE RATING. NEW WORK SHALL
ACCOMMODATE EXISTING RELOCATED AND NEW BUILT-IN
ELECTRICAL DEVICES: COORDINATE WITH ELECTRICAL DRAWINGS.
1. SEAL AROUND ALL STRUCTURAL, MECHANICAL AND ELECTRICAL
PENETRATIONS THROUGH DEMISING WALLS AIR -TIGHT: SPACE
ABOVE THE CEILING IS USED AS AN AIR PLENUM.
4. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED
CUTOUTS, AND SPACE REQUIREMENTS AND DIMENSIONS FOR
SUPPORT AND ENCLOSED ABUTTING MATERIAL REQUIREMENTS
WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS SHOWN
AND NOTED ON THE DRAWINGS:
1. CARPENTRY SECTION 06100
2. ARCHITECTURAL WOODWORK SECTION 06400
3. MECHANICAL SEE 'FP' & 'H' DRAWINGS
4. ELECTRICAL SEE 'E' DRAWINGS
5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 09250
09300 TILE:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. STONE TILE FLOOR SURFACES AS SHOWN AND SCHEDULED ON
THE DRAWINGS.
2. ANTI -FRACTURE MEMBRANE AND EPDXY AS REQUIRED FOR
ABOVE STONE TILE FLOORING.
3. ALL SETTING MATERIALS AND INSTALLATION PRODUCTS
INCLUDING BUT NOT LIMITED TO: GROUTS, MORTARS AND
ADHESIVES FOR THINSET METHOD FOR ABOVE STONE TILE
FLOORING.
4. TRANSITION STRIPS AS SHOWN ON THE DRAWINGS.
5. STONE TILE FLOORING SEALER.
3. PROVIDE COORDINATED LAYOUT INSTALLATION SHOP DRAWINGS
OF ALL ITEMS AND SAMPLES OF GROUT TYPES IN ACCORDANCE
WITH SECTION 01300 OF THESE SPECIFICATIONS.
4. SUBMIT CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF
THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING
METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS.
5. ALL WORK SHALL BE HIGHEST QUALITY IN ACCORDANCE WITH THE
LATEST RECOMMENDATIONS, STANDARDS AND REQUIREMENTS OF
THE TILE COUNCIL OF AMERICA CONSTRUCTION HANDBOOK AND
ANSI STANDARDS.
II MATERIALS -
1. PROCELAIN TILE:
1. ST1 GRANITI FIANDRE
NEW MARMI, CASCADIA (DARK BROWN)
12" X 12" X 3/8" FLOOR TILE
2. ST2 GRANITI FIANDRE
NEW MARMI, OLYMPIA (LIGHT BEIGE)
12" X 12" X 3/8" FLOOR TILE
REP.: LUCIA FRANCO (800) 296-9591
2. TILE GROUT:
1. G1 LATICRETE #39, MUSHROOM (LIGHT BEIGE)
2. ALL GROUT SHALL BE FORTIFIED WITH LATICRETE 1776 GROUT
ADMIXTURE PLUS.
1 I 2 I 3
IF THIS DRAWING IS LESS THAN 22"X 34" IT IS A REDUCED SIZE DRAW
4
3. TRANSITION STRIPS:
1. TS1 1/4" STRAIGHT TRANSITION STRIP- SCHIENE-AE 30
SATIN ANODIZED ALUMINUM
MFR.: SCHLUTER SYSTEMS
800-472-4588
4. ANTI -FRACTURE MEMBRANE (AT ENTIRE SUBSTRATE BELOW STONE
TILE FLOORING):
1. ECB MEMBRANE, SELF -ADHERING ELASTOMERIC SHEET, 40 MILS
THICK AS MADE BY N.A.C. PRODUCTS, CUYAHOGO FALLS, OH. OR
ARCHITECT ACCEPTED EQUAL.
5. EPDXY:
1. PROVIDE EPDXY INJECTION TREATMENT FOR CRACKS
COMPLETELY THROUGH THE SLAB AND THOSE FROM 0.0625
INCH UP TO 0.25 INCH IN WIDTH.
6. STONE TILE FLOORING SEALER:
1. MIRACLE SEALANT 511 IMPREGNATOR FOR SEALER AND SLIP
RESISTANCE.
7. ALL SETTING MATERIALS AND INSTALLATION PRODUCTS INCLUDING
BUT NOT LIMITED TO: GROUTS, MORTARS AND ADHESIVES SHALL BE
PER STONE MANUFACTURER'S / SUPPLIER'S WRITTEN
RECOMMENDATIONS FOR THINSET METHOD FOR SURFACES
APPLIED TO AND IN STRICT ACCORDANCE WITH THE TILE COUNCIL
OF AMERICA INSTALLATION STANDARDS.
1. SEE SECTION 03500 FOR LEVELING COMPOUNDS.
III EXECUTION -
1 . INSTALL ALL TILE WORK TO PROPERLY PREPARED SUBSURFACE IN
ACCORDANCE WITH THE STONE TILE MANUFACTURER'S WRITTEN
TECHNICAL INFORMATION, TILE COUNCIL OF AMERICA
CONSTRUCTION HANDBOOK LATEST EDITION AND APPLICABLE ANSI
STANDARDS FOR RECOMMENDED THINSET METHOD.
1. TILE SHALL BE ACCURATELY CUT TO SITE MEASURED FLOOR
PERIMETER AND WALL BASE CONDITIONS.
2. PREPARE AND LEVEL FLOOR WITH UNDERLAYMENT, SEE
SECTION 03500, AS REQUIRED FOR SMOOTH, SOUND, LEVEL,
PLUMB, FLUSH INSTALLATION. POLISH ALL CUT EXPOSED TO
VIEW EDGES TO MATCH TILE FACE. VERIFY THAT THE NEW TILE
FLOORING FOR THE STORE SHALL BE LEVELED TO HEIGHT FOR
A CONTINUOUS FLUSH CONDITION TO EXISTING CONCOURSE
FINISH FLOORING.
3. INSTALL TRANSITION STRIPS AS REQUIRED FOR A CONTINUOUS
SMOOTH, SOUND, LEVEL, FLUSH INSTALLATION WITH A MINIMUM
NUMBER OF TIGHT HAIRLINE BUTT JOINTS AS SHOWN AND
DETAILED.
2. INSTALL ALL TILE IN PATTERN INDICATED TO PROPERLY PREPARED
SUBSURFACES WITH ALL JOINTS ALIKE AND IN ALIGNMENT,
UNIFORM IN WIDTH NOTED, 1/8", WATERTIGHT, WITHOUT VOIDS,
CRACKS, EXCESS MORTAR, ADHESIVE OR GROUT. CUT TILE AS
REQUIRED TO MAINTAIN SPECIFIED PATTERNS. SOUND FLOOR TILE
AFTER SETTING AND REPLACE HOLLOW SOUNDING UNITS.
3. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED
CUTOUT WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS
SHOWN AND NOTED ON THE DRAWINGS. CORE BORE TILE FOR
ELECTRICAL FLUSH FLOOR RECEPTACLES FOR 1/8" MAXIMUM JOINT:
1. ELECTRICAL SEE 'E' DRAWINGS
4. DO NOT PERMIT TRAFFIC OVER FINISHED FLOOR SURFACE FOR (4)
DAYS AFTER INSTALLATION.
5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 09300
09500 ACOUSTICAL TREATMENT:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. ACOUSTICAL CEILING PANELS, GRIDS, SEISMIC AND STANDARD
SUSPENSION SYSTEMS AS SHOWN AND SCHEDULED ON THE
DRAWINGS.
2. SUSPENSION SYSTEMS SHALL INCLUDE, BUT NOT BE LIMITED TO,
UNISTRUT SUPPORT GRID, HANGER RODS, BLACK IRON, CLIPS,
WALL ANGLES AND MISCELLANEOUS INCIDENTAL MATERIALS AS
REQUIRED FOR INSTALLATION PER STATE OF TENNESSEE
BUILDING CODE REQUIREMENTS
3. COORDINATE ALL CUTOUTS AND BUILT-IN REQUIREMENTS OF
PERTINENT SECTIONS OF THESE SPECIFICATIONS, INCLUDING
MECHANICAL AND ELECTRICAL: SEE'FP', 'H' AND 'E' DRAWINGS.
4. COORDINATE ALL SUSPENDED ENCLOSURES AND ABUTTING WALL
CONDITIONS DESCRIBED IN PERTINENT SECTIONS OF THESE
SPECIFICATIONS.
/,,
5
5. PROVIDE FINISH SAMPLES AND MANUFACTURER'S LITERATURE ON
ALL ITEMS IN ACCORDANCE WITH SECTION 01300 OF THESE
SPECIFICATIONS.
6. SUBMIT CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF
THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING
METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS.
7. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
CISCA WRITTEN INSTRUCTIONS AND APPLICABLE CODE
REQUIREMENTS.
II MATERIALS -
1. SUSPENDED ACOUSTICAL CEILING PANELS AND EXPOSED GRIDS TO
FIT CEILING AREAS AND CONDITIONS:
1. ACP1 ARMSTRONG ULTIMA
ACOUSTICAL CEILING SYSTEM CLASS A
NO. 1912,24" X 24" X 3/4", ASTM E-1264
FINE TEXTURED ACOUSTICAL FLAME SPREAD
CEILING PANELS, WHITE, SMOKE DEVELOPED
BEVELED TEGULAR, WITH
ARMSTRONG 15/16" SUPRAFINE
EXPOSED TEE GRID, WHITE
ARMSTRONG REP: DIANA HART
(877) 276-7876 - OPTION 8 - EXT. 8089
dfhart@armstrong.com
2. ALL UNISTRUT SUPPORT GRID MEMBERS, CEILING BLACK IRON,
HANGER WIRES, CLIPS AND ALL WALL MOLDING AND
MISCELLANEOUS INCIDENTAL MATERIALS REQUIRED FOR THE
INSTALLATION OF THE ABOVE ITEMS, COMPATIBLE WITH THE NEW
MATERIALS, APPROVED BY THE MATERIAL MANUFACTURER AND IN
ACCORDANCE WITH THE STATE OF TENNESSEE BUILDING CODE.
III EXECUTION -
1 . INSTALL ACOUSTICAL CEILING PANELS, EXPOSED GRIDS AND TRIM
REVEALS LEVEL AND TRUE TO FIT CEILING SUSPENSION AS SHOWN
AND IN ACCORDANCE WITH THE CEILING MANUFACTURER'S
WRITTEN INSTRUCTIONS. COORDINATE WITH NEW AND THE
EXISTING DUCTWORK CONDITIONS, NEW LIGHTING FIXTURES,
SPEAKERS AND SIGNAGE. INSTALL CEILING GRID TO SUSPENSION
SYSTEM AS SHOWN AT CEILING HEIGHTS INDICATED. ANY
DEVIATION SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION
IMMEDIATELY. CAREFULLY CUT, SUPPORT AND INSTALL ALL
PERIMETER PANELS WITH WALL MOLDING. TOUCH UP ALL EXPOSED
TO VIEW CUT EDGES TO MATCH PANEL FACE.
2. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 09500
5
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PROJ NO: P703080244
SCALE: AS NOTED
DATE:
DESIGNED BY:
DRAWN BY: E. OUTHAVONG
CHECKED BY:
SHEET TITLE:
ARCHITECTURAL
SPECIFICATIONS
08300 - 09500
SHEET NO.
A-003
SHEET OF
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09900 PAINTING:
I WORK INCLUDED -
1.
RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
a.
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
W
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WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
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3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
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AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
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PROGRESS OF ALL PROJECT WORK.
2.
PROVIDE AND INSTALL:
1. PROPERLY PREPARE, PRIME AND FINISH PAINT ALL NEW AND
EXISTING GYPSUM WALLBOARD WALL, CEILING, FASCIA AND
2
U
SOFFIT SURFACES, NOT SCHEDULED TO BE COVERED BY
FINISHES SPECIFIED IN OTHER SECTIONS OF THESE
a
Qo(f)aa
SPECIFICATIONS, AS SCHEDULED AND SHOWN ON THE
DRAWINGS.
2. PROPERLY PREPARE AND FINISH PAINT ALL MISCELLANEOUS
INCIDENTAL MATERIALS AS NOTED ON THE DRAWINGS
INCLUDING BUT NOT LIMITED TO, PIPING, CONDUIT, BOXES,
PANELBOARDS, ETC. EXPOSED TO VIEW.
3. PROPERLY PREPARE AND FINISH PAINT EXISTING DAMAGED,
MARRED OR WORN SURFACES TO REMAIN AND PATCH TO
MATCH WORK AS REQUIRED FOR THE INSTALLATION OF NEW
WORK, INCLUDING MECHANICAL AND ELECTRICAL.
3.
PROVIDE FINISH SAMPLES OF EACH TYPE COLOR AND ON-SITE
SAMPLE AREAS FOR REVIEW ACCEPTANCE BY THE ARCHITECT AS
NOTED IN THIS SPECIFICATION IN ACCORDANCE WITH SECTION
Qu
01300 OF THESE SPECIFICATIONS.
rn
1. (4) 12 X 120R (4) 8X 10 FINISH SAMPLES.
4.
PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710
p
AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED
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CLEANING METHODS, CLEANING MATERIALS, AND STAIN REMOVAL
C
METHODS.
5.
ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
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MANUFACTURER'S WRITTEN SPECIFICATIONS AND APPLICABLE
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CODE REQUIREMENTS.
6. WORK NOT INCLUDED:
1. UNLESS OTHERWISE INDICATED, PAINTING IS NOT REQUIRED ON
SURFACES IN CONCEALED AREAS AND INACCESSIBLE AREAS
SUCH AS FURRED SPACES, PIPE SPACES, AND DUCT SHAFTS.
2. METAL SURFACES OF ANODIZED ALUMINUM, STAINLESS STEEL,
(n
CHROMIUM PLATE, COPPER, BAKED ENAMEL, BRONZE, AND
SIMILAR FINISHED MATERIALS WILL NOT REQUIRE PAINTING
Z�N
UNDER THIS SECTION EXCEPT AS MAY BE SO SPECIFIED.
3. DO NOT PAINT MOVING PARTS OF OPERATING UNITS,
J
MECHANICAL OR ELECTRICAL PARTS SUCH AS VALVE
OPERATORS, LINKAGE, SENSING DEVICES, AND MOTOR SHAFTS,
(n
UNLESS OTHERWISE INDICATED.
4. DO NOT PAINT OVER REQUIRED LABELS OR EQUIPMENT
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IDENTIFICATION, PERFORMANCE RATING, NAME, OR
NOMENCLATURE PLATES. DO NOT PAINT FINISH HARDWARE
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UNLESS PRIME COATED.
5. PAINTING SPECIFIED IN OTHER SECTIONS OF THESE
SPECIFICATIONS:
1. SECTION 06400 ARCHITECTURAL WOODWORK
2. SECTION 10400 IDENTIFYING DEVICES
II MATERIALS -
1.
PAINT TYPES:
B
1. P2 SPECIFIED IN SECTION 06400
2. P3 SPECIFIED IN SECTION 06400
3. P4 PAINT COLOR AND FINISH TO MATCH
EXISTING LIKE FINISHED SURFACE
2.
PRIMERS FOR THE ABOVE PAINT TYPES AS MANUFACTURED BY THE
�a
PAINT TYPE MANUFACTURER FOR SUBSTRATE TO BE PAINTED.
3.
HEALTH SPEC LOW ODOR AND LOW VOLATILE ORGANIC
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COMPOUNDS (VOC) COMPLIANT MATERIALS ARE ONLY TO BE USED.
DO NOT THIN ALKYD BASED MATERIALS OTHERWISE VOC RATING
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WILL BE COMPROMISED. VOC PAINTS REQUIRE LONGER DRYING
TIME.
4.
UPON COMPLETION OF THE WORK OF THIS SECTION, DELIVER TO
THE OWNER AND EXTRA STOCK EQUALING 10% EACH COLOR, TYPE
AND CLASS OF PAINT USED IN THE WORK, TIGHTLY SEALING EACH
CONTAINER, AND CLEARLY LABELING EACH CAN WITH CONTENTS
Q
AND LOCATION WHERE USED.
III EXECUTION -
1 .
EXAMINE SURFACES TO BE PAINTED AND REPORT ANY CONDITIONS
Z
THAT WOULD ADVERSELY AFFECT THE APPEARANCE OR
PERFORMANCE OF THE PAINTING SYSTEMS.
2.
PROPERLY PREPARE, CLEAN AND PRIME ALL EXISTING AND NEW
SURFACE SUBSTRATES TO RECEIVE PAINTING SYSTEMS IN
ACCORDANCE WITH THE MATERIAL MANUFACTURER'S WRITTEN
0
SPECIFICATIONS. PATCH, REPAIR AND FILL FLUSH ALL DAMAGE,
0
DEFECTS, AND OTHER MARRINGS TO EXISTING AND NEW SURFACES
TO BE PAINTED.
A 3.
REMOVE ELECTRICAL PLATES, HARDWARE, LIGHT FIXTURE TRIM,
SIGNS, ESCUTCHEONS AND FITTINGS PRIOR TO PREPARING
O Z
SURFACES OR FINISHING. SIGNS ARE TO BE REPLACED IN
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LOCATIONS AS DIRECTED BY OWNER AFTER PAINT FINISH
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ACCEPTANCE. MASK OFF ALL MECHANICAL AND ELECTRICAL
OPERATING DEVICES AND IDENTIFICATION MARKINGS, FIRE
07
PROTECTION SPECIALTIES, DOORS, FRAMES AND HARDWARE AND
OTHER MISCELLANEOUS INCIDENTAL ITEMS AS REQUIRED AND ALL
ABUTTING SURFACES SCHEDULED OR NOTED TO RECEIVE A
O
DIFFERENT PAINT TYPE OR FINISH.
2
4. APPLY PAINT COATS BY SPRAY, ROLLER AND BRUSH APPLICATION
ONLY TO SOUND, SMOOTH, DRY AND PROPERLY PREPARED
SURFACES IN A DUST FREE ENVIRONMENT IN ACCORDANCE WITH
THE PAINT MANUFACTURER'S WRITTEN INSTRUCTIONS. FILL ALL
DAMAGED, MARRED, SCRAPED AND DENTED SURFACES WITH
APPROPRIATE FILLER MATERIAL, METAL OR WOOD, AND
SAND/POLISH SMOOTH AND SMOOTH WITH ABUTTING SURFACES.
ALL WORK SHALL RECEIVE ONE PRIME COAT AND TWO FINISH
COATS. ALL COMPLETED WORK SHALL BE UNIFORM IN APPEARANCE
AND COVERAGE, FREE OF HOLIDAYS, SPOTTING, LAPS, TOOL
MARKS, RUNS, SAGS, OR OTHER SURFACE IMPERFECTIONS.
1. EXCEPT AS SPECIFICALLY OTHERWISE ACCEPTED BY THE
ARCHITECT, CONFINE SPRAY APPLICATION TO METAL
FRAMEWORK AND SIMILAR SURFACE WHERE HAND BRUSH
WORK WOULD BE INFERIOR.
5. MISCELLANEOUS SURFACES AND PROCEDURES:
1. PAINT ALL DAMAGED EXISTING PAINT SURFACES COLOR AND
FINISH TO MATCH EXISTING LIKE FINISHED SURFACE (P4).
2. HARDWARE: PAINT PRIME COATED HARDWARE TO MATCH
ADJACENT SURFACES
3. ALUMINUM SURFACES SCHEDULED FOR PAINT FINISH: REMOVE
SURFACE CONTAMINATION BY STEAM OR HIGH PRESSURE
WATER. REMOVE OXIDATION WITH ACID ETCH AND SOLVENT
WASHING. APPLY ETCHING PRIMER IMMEDIATELY FOLLOWING
CLEANING.
4. SEAL WITH SHELLAC AND SEAL ALL MARKS WHICH MAY BLEED
THROUGH SURFACE FINISHES.
6. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 09900
10400 IDENTIFYING DEVICES:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. ALL SIGNS AS SCHEDULED AND SHOWN ON THE DRAWINGS:
1. ID1 "DISCOVER" VERTICAL STOREFRONT ENTRANCE
LED ILLUMINATED SIGN
2. ID2 "DISCOVER" NON ILLUMINATED SIGN
3. ID3LOT "DISCOVER" CATEGORY SIGNS
ACCEPTABLE SIGN MANUFACTURERS:
1. ANICOM SIGNS, INC.
134 JOSEPH ZATZMAN DRIVE
DARTMOUTH, NS
B3B IM4 CANADA
CONTACT: JOHN GIGUERE
TEL: 1(902) 468-8001 X303
FAX: 1(902) 468-8002
GIGUEREJ ANICOM.COM
OR ARCHITECT ACCEPTED EQUAL.
2. ALL MOUNTING DEVICES, FASTENERS AND ADHESIVES
REQUIRED FOR THE INSTALLATION OF THE ABOVE SIGNS AND
MURALS.
3. PROVIDE COORDINATED SHOP DRAWINGS AND MANUFACTURER'S
LITERATURE ON ALL ITEMS IN ACCORDANCE WITH SECTION 01320
OF THESE SPECIFICATIONS:
1. ALL FABRICATORS SHALL PROVIDE DETAILED SHOP DRAWINGS,
INCLUDING BUT NOT LIMITED TO, SUPPORT, MOUNTING AND
FASTENING METHODS, AND ALL ELECTRICAL REQUIREMENTS.
2. EXACT ARTWORK TO BE COORDINATED WITH THE ARCHITECT.
4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710
AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED
CLEANING METHODS, CLEANING MATERIALS, AND STAIN REMOVAL
METHODS.
5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE
REQUIREMENTS.
II MATERIALS
1. ALL SIGN MATERIALS AND FINISHES SHALL BE AS DESIGNED,
DETAILED AND SPECIFIED IN SIGN PACKAGE PREPARED BY:
TRANSYSTEMS CORPORATION
50 WASHINGTON STREEET
SOUTH NORWALK, CT 06854
TEL. (203) 866-9221 FAX (203) 838-2436
2. ID1 "DISCOVER" STOREFRONT ENTRANCE LED ILLUMINATED
SIGNS:
1. CUSTOM SIGNS TO DESIGN, SHAPE, DIMENSIONS, AND DETAIL
SHOWN.
2
3
3. ID2 "DISCOVER" NON -ILLUMINATED INTERIOR SIGN:
1. CUSTOM SIGN TO DESIGN, SHAPE, DIMENSIONS, AND DETAIL
SHOWN
4. ID3LOT"DISCOVER" CATEGORY SIGNS
1. CUSTOM SIGNS TO DESIGN, SHAPE, DIMENSIONS, AND DETAIL
SHOWN
5. ID4 "DISCOVER" GLASS SAFETY MARKINGS:
1. VINYL SAFETY MARKINGS, 3M SCOTCH GRAPHIC FILM 7725SE
#314 DUSTED CRYSTAL PRESSURE SENSITIVE TRANSLUCENT
FILM GRAPHIC LOGOS, HG DEISIGN, PER MNAA REQUIREMENTS
III EXECUTION -
1. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED
CUTOUTS AND SPACE REQUIREMENTS AND DIMENSIONS WITH
OTHER SECTIONS OF THESE SPECIFICATIONS AND AS NOTED ON
THE DRAWINGS:
1. SECTION 06400 ARCHITECTURAL WOODWORK
2. SECTION 09250 GYPSUM WALLBOARD
3. SECTION 09900 PAINTING
4. SECTION 11130 AUDIOVISUAL EQUIPMENT
5. 'E' DRAWINGS ELECTRICAL
2. INSTALL ALL WORK TRUE PLUMB, RIGID AND PERMANENT IN
ACCORDANCE WITH ACCEPTED SHOP DRAWINGS AND
MANUFACTURER'S WRITTEN INSTRUCTIONS.
3. ALL MATERIALS SHALL BE APPLIED (ADHERED) TO PROPERLY
PREPARED AND CLEANED SURFACES BY EXPERIENCED AND
QUALIFIED INSTALLER IN STRICT ACCORDANCE WITH
MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES.
THE FINISHED WORK SHALL BE NEAT IN APPEARANCE, WRINKLE AND
GAP FREE AND FREE FROM DEFECTS FOR FULL AND COMPLETE
COVERAGE.
4. CLEAN ALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
WRITTEN INSTRUCTIONS.
5. PROPERLY PROTECT ALL FINISH SURFACES UNTIL INSTALLATION
COMPLETION AND JUST PRIOR TO ARCHITECT'S FINAL ACCEPTANCE.
6. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 10400
10550 FIRE PROTECTION SPECIALTIES:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. FIRE EXTINGUISHER AND HOLDER IN LOCATION AS SHOWN AND
NOTED ON THE DRAWINGS.
2. ALL MOUNTING DEVICES AND FASTENERS REQUIRED FOR THE
INSTALLATION OF THE ABOVE ITEMS.
3. ALL SIGNAGE AS REQUIRED FOR THE ABOVE ITEMS AS
REQUIRED BY THE GOVERNING AUTHORITY.
3. PROVIDE MANUFACTURER'S PRODUCT DATA LITERATURE ON ALL
ITEMS IN ACCORDANCE WITH SECTION 01320 OF THESE
SPECIFICATIONS.
4. PROVIDE CLEANING AND MAINTENANCE DATA IN ACCORDANCE WITH
SECTIONS 01710 AND 01730 OF THESE SPECIFICATIONS. INCLUDE
RECOMMENDED CLEANING METHODS, CLEANING MATERIALS, STAIN
REMOVAL METHODS.
5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE
REQUIREMENTS.
II MATERIALS -
1. FPI WALL MOUNTED FIRE EXTINGUISHER AND HOLDER
1. LARSEN'S MANUFACTURING CO. TEN (10) POUND MULTI-
PURPOSE DRY CHEMICAL, MP10, FIRE EXTINGUISHER WITH 1007
STANDARD BRACKET FOR WALL MOUNTING OR ARCHITECT
ACCEPTED EQUAL.
2. ALL FASTENING MATERIALS AND MISCELLANEOUS INCIDENTAL
MATERIALS FOR THE INSTALLATION OF THE ABOVE SHALL BE
PER FIRE PROTECTION MANUFACTURER'S WRITTEN
RECOMMENDATIONS.
3. FIRE EXTINGUISHER SIGNS FOR THE ABOVE. ALL SIGNS SHALL BE
PER GOVERNING AUTHORITY REQUIREMENTS IN QUANTITY, TYPE,
SIZE, COLOR AND LOCATIONS.
3
4
III EXECUTION
1. INSTALL NEW FIRE PROTECTION WORK IN ACCORDANCE WITH THE
FIRE PROTECTION MANUFACTURER'S WRITTEN TECHNICAL
INFORMATION AND GOVERNING AUTHORITIES INSTRUCTIONS.
1. SET HOLDER SQUARE, PLUMB, LEVEL AND TRUE, ALL IN
ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
INSTRUCTIONS. HOLDER SHALL BE ANCHORED SECURELY TO
ABUTTING CONSTRUCTION. FIRE EXTINGUISHER SIGNS WILL BE
LOCATED AND MOUNTED AS DIRECTED.
2. COORDINATE INSTALLATION OF REQUIRED WOOD GROUNDS
AND BLOCKING FOR A PERMANENT RIGID INSTALLATION WITH
SECTION 06400 AND ALL OTHER SECTIONS OF THESE
SPECIFICATIONS.
2. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 10550
11130 AUDIOVISUAL EQUIPMENT:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. ALL POWER AND SIGNAL REQUIREMENTS AS REQUIRED FOR THE
PROPER INSTALLATION AND OPERATION OF ALL ITEMS: SEE
ELECTRICAL DRAWINGS.
2. ALL MISCELLANEOUS INCIDENTAL ITEMS, INCLUDING BUT NOT
LIMITED TO CONDUIT, CONNECTIONS, BOXES, FASTENERS,
ANCHORAGE DEVICES AND GROUNDS, AS REQUIRED FOR THE
INSTALLATION OF THE AUDIOVISUAL ITEMS AS SHOWN ON THE
DRAWINGS AND AS REQUIRED FOR FULL COMPLETION OF THE
WORK.
3. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE
CODES.
II MATERIALS:
1. AV1 DVR FOR SECURITY SYSTEM: PROVIDE AND INSTALL.
COORDINATE TYPE, SOURCE AND LOCATIONS WITH
TENANT/OWNER.
2. ALL MISCELLANEOUS INCIDENTAL INSTALLATION ITEMS AS
REQUIRED FOR FULL COMPLETION OF THE WORK.
III EXECUTION -
1. COORDINATE EXACT LOCATIONS, SIZES AND SPACE REQUIREMENT
DIMENSIONS FOR ALL ITEMS WITH WORK OF OTHER SECTIONS OF
THESE SPECIFICATIONS, INCLUDING ELECTRICAL AND CABLE
REQUIREMENTS.
2. INSTALL ALL ITEMS SQUARE, PLUMB, LEVEL AND TRUE, AND
ANCHORED SECURELY WITH GROUNDS, ALL IN ACCORDANCE WITH
THE MANUFACTURER'S WRITTEN INSTRUCTIONS.
3. ADJUST AND CHECK EACH OPERATING ITEM TO ENSURE PROPER
OPERATION OF FUNCTION. NOTIFY OWNER ON ANY UNIT WHICH
CANNOT BE ADJUSTED TO OPERATE PROPERLY.
4. MAKE FINAL CHECK AND ADJUSTMENT OF ALL ITEMS. CLEAN AS
NECESSARY FOR PROPER FUNCTIONING AND VIEWING.
5. INSTRUCT OWNER'S PERSONNEL IN PROPER ADJUSTMENT AND
MAINTENANCE OF ALL ITEMS, DURING THE FINAL ADJUSTMENT.
6. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 11132
4
I
12670 RUGS AND MATS:
I WORK INCLUDED -
1. RELATED DOCUMENTS:
1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND
DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION.
2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR
REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION
WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN
THIS SECTION.
3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES
AFFECTING, OR AFFECTED BY WORK OF THIS SECTION.
COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY
PROGRESS OF ALL PROJECT WORK.
2. PROVIDE AND INSTALL:
1. ANTI -FATIGUE MAT AT CASHWRAP AS SHOWN ON THE
DRAWINGS.
3. ALL SETTING MATERIALS AND ADHESIVES REQUIRED FOR THE
INSTALLATION OF THE ABOVE.
4. PROVIDE MAT AND RUG JOINT LOCATION PLAN, FINISH SAMPLE AND
MANUFACTURER'S LITERATURE ON ALL ITEMS IN ACCORDANCE
WITH SECTION 01300 OF THESE SPECIFICATIONS.
5. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710
AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED
CLEANING METHODS, CLEANING MATERIALS, STAIN REMOVAL
METHODS.
6. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH
MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE
REQUIREMENTS.II MATERIALS -
1 . MAT:
1. M1 MATS, INC. REMOVABLE ROLL -UP CUSHION EZE, BEIGE,
1/2" THICK, DURABLE MARBLEIZED VINYL ADHERED TO
FOAM BACKING, CUT TO CUSTOM SIZES, MINIMUM JOINTS
PER LOCATION, TO FIT AREAS SHOWN AND SCHEDULED.
CONTACT: GREGG LEAK
SUREWOOD INTERIOR MILLWORK
972-843-2800
2. ALL SETTING AND FLOOR LEVELING MATERIALS AND ANCHORAGE
DEVICES USED FOR MAT SHALL BE COMPATIBLE TO THE SURFACES
INSTALLED TO, EXISTING AND NEW, AS RECOMMENDED BY THE MAT
MANUFACTURER.
III EXECUTION -
1 . PREPARE AND LEVEL FLOOR SURFACE CONDITIONS REQUIRED FOR
FLUSH, SMOOTH, LEVEL MAT INSTALLATIONS.
2. MAT SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN
INSTRUCTIONS.
3. AFTER MAT HAS BEEN INSTALLED AND CONTRACTOR HAS
COMPLETED CLEANUP, THE CONTRACTOR SHALL PLACE HEAVY
DUTY BUILDING PAPER OVER THE MAT, SECURED WITH (2) INCH
MASKING TAPE, TO PROTECT THE MAT FROM SOIL AND DAMAGE.
4. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400,
01600 AND 01710 OF THESE SPECIFICATIONS.
END OF SECTION 12670
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PROJ NO: P703080244
SCALE: AS NOTED
DATE:
DESIGNED BY:
DRAWN BY:
E. OUTHAVONG
CHECKED BY:
SHEET TITLE:
ARCHITECTURAL
SPECIFICATIONS
09650 - 10550
SHEET NO.
A-004
SHEET
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TEMPORARY WORK SCHEDULE NEW WORK SCHEDULE
(TEMPORARY WORK SHOWN IN BOLD SOLID LINES) (NEW WORK SHOWN IN BOLD SOLID LINES)
TEMPORARY WORK: SPEC. SECT. 06100 PROVIDE AND INSTALL: UNLESS NOTED (OSCI)
PROVIDE, INSTALL AND REMOVE:❑
1 TEMPORARY PARTITION & DOOR OPENINGS, AS REQUIRED, INCLUDING
ALL ASSOCIATED MECH. & ELECT. WORK.
2 PROTECTION AS REQUIRED FOR EXISTING FLOOR, WALL & CEILING
FINISHES TO REMAIN.
REMOVALS SCHEDULE O
(REMOVALS SHOWN IN BOLD DASHED LINES)
REMOVALS: SPEC. SECT. 02060
REMOVE:
1 EXIST'G. PARTITIONS IN THEIR ENTIRETY INCLUDING ALL ATTACHMENTS,
SETTING MATERIALS AND ALL ASSOCIATED MECH. & ELEC. WORK.
2 EXIST'G SUSP. ACOUS. PANEL AND GWB CEILINGS IN THEIR ENTIRETY
INCLUDING ALL SUSPENSION AND SUPPORT FRAMING MEMBERS AND ALL
ASSOCIATED MECH. & ELEC. WORK.
3 EXIST'G DOORS AND FRAMES IN THIER ENTIRETY.
4 EXIST'G FLOOR FINISHES IN THIER ENTIRETY INCLUDING ALL ADHESIVES AND
SETTING MATERIALS.
5 REMOVE ALL MEP. SEE MEP DRAWINGS.CAP PLUMBING FOR LATER USE
6 EXITING CANOPY AND ALL ASSOCIATED MEP WORK AND COLUMNS. REPAIR
FLOOR AS REQUIRED.
7 REMOVE CEILING TO THE EXTEND SHOWN. PATCH AND REPAIR ALL AREAS OF
WORK
NOTES
1. SEE SPECIFICATION SECTION 02060, REMOVALS, FOR GENERAL REMOVALS &
REMOVAL REQUIREMENTS.
2. REMOVE & REPLACE, PATCH TO MATCH, ALL FINISHES REQUIRED FOR MECH.
AND ELECT. REMOVALS, INCLUDING REMOVALS OUTSIDE CONTRACT LIMIT LINE.
3. PROVIDE PROTECTION, AS REQUIRED, FOR EXISTING FLOOR, WALL AND CEILING
FINISHES TO REMAIN.
4. REMOVE ALL EXISTING & MARRED FINISHES, AND AS REQUIRED FOR TEMPORARY
WORK AND INSTALLATION OF THE NEW WORK, INCLUDING REMOVALS FOR
BUILT-IN GROUNDS & SUPPORT BLOCKING.
5. SEE MECH. & ELECT. DRAWINGS FOR ALL MECH. & ELECT. TEMPORARY WORK,
REMOVALS & REMOVAL REQUIREMENTS.
6. EXISTING TO REMAIN SHOWN IN LIGHT SOLID LINES.
7. SPACE IS TO BE BROOM CLEANED CLEAR SPACE, READY FOR NEW WORK
INSTALLATION.
8. CONTRACTOR TO MINIMIZE DUST GENERATED DURING DEMOLITION AND
REMOVALS. PROTECT RETURN DUCTS AND PLENUM FROM AIRBORNE DUST.
9. LOOSE DEBRIS SHALL BE DEPOSITED IN COVERED TRASH RECEPTACLES. NO
LOOSE DEBRIS/TRASH SHALL BE LEFT ON ROOFS, SPACES OPEN TO THE
AIRPORT OPERATIONS AREA (AOA), CONVEYANCE OR OPEN TRASH
RECEPTACLES AT ANYTIME.
Fl
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SPEC. SECT.
DET. SHT.
ARCHITECTURAL WOODWORK 0 06400
AW1 SIDE FOLD'G. CLOSURE ENCLOS.
SPECIAL DOORS Q 08300 D
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GYPSUM WALLBOARD O 09250
1 METAL STUD SUPPORT WALL
2. GYP. BD. CEILING
3 DISCOVER SOFFIT/FASCIA
IDENTIFYING DEVICES ❑ 10400
ID1 "DISCOVER" VERTICAL STOREFRONT
ENTRANCE LED SIGN
ID2 "DISCOVER" NON -ILLUMINATED SIGN
FIRE PROTECTION SPECIALTIES ❑ 10550
FP1 FIRE EXTINGUISHER & HOLDER
MECHANICAL SEE 'FP', P & 'H' DWG's.
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DUPLEX CONVENIENCE RECEPTACLE
DOUBLE DUPLEX CONVENIENCE RECEPTACLE
H TELEPHONE RECEPTACLE
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PENDANT LIGHT
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TENANT SECURITY CAMERA
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NOTES:
1. SEE ELEVATION SHEET FOR WOODWORK ITEM AND FIXTURE LOCATIONS AND
EXTENTS.
2. CONTRACTOR TO PROVIDE A THOROUGH PROFESSIONAL CLEANING
(INCLUDING ALL WOODWORK ITEMS AND FIXTURES) PRIOR TO TURN OVER TO
TENANT PER SPECIFICATION SECTION 017117,
3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH
WOODWORKER'S DELIVERY AND INSTALLATION,
4. ALL MECH. AND ELECT. ITEMS ARE NOTED AND SHOWN FOR LOCATION ONLY.
SEE MECH. & ELECT. DRAWINGS FOR FULL SCOPE OF WORK, SPECIFICATIONS
AND INSTALLATION REQUIREMENTS.
5. ALL DUPLEX CONVIENI ENCE RECEPTICLES VISIBLE TO PUBLIC TO HAVE S.S.
FACE PLATES TO MATCH ADJ. SURFACE AND GRAY PLUGS.
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PROVIDE AND INSTALL: UNLESS NOTED (OSCI)
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TENANT PER SPECIFICATION SECTION 01710.
3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH
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4. ALL MECH. AND ELECT. ITEMS ARE NOTED AND SHOWN FOR LOCATION ONLY.
SEE MECH. & ELECT. DRAWINGS FOR FULL SCOPE OF WORK, SPECIFICATIONS
AND INSTALLATION REQUIREMENTS.
5. ALL DUPLEX CONVIENIENCE RECEPTICLES VISIBLE TO PUBLIC TO HAVE S.S.
FACE PLATES TO MATCH ADJ. SURFACE AND GRAY PLUGS.
3
4
09300
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09500
ACP1 ACOUSTICAL CEILING PANEL WH (WHITE)
P3 PAINT (INTERIOR WALLS) 09900
P4 PAINT TO MATCH EXISTING FINISHES
12670
M1 ANTI -FATIGUE MAT BEIGE MARBEUD VINYL
NOTES:
1. SPACES NOT WITHIN CONTRACT LIMIT LINE ARE NOT TO RECEIVE NEW FINISHES
EXCEPT AS NOTED IN NOTE 2.
2. ALL SURFACES, NOT SCHEDULED, NOTED OR SHOWN TO RECEIVE NEW
FINISHES, INCLUDING SPACES OUTSIDE CONTRACT LIMIT LINE FOR REQUIRED
ELECTRICAL WORK SHALL BE FINISH PAINTED (P5) TO PATCH TO MA I CH
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N❑, (QTY PER FIXT.)
CASHWRAPS - 200 SERIES
FIXT,
N❑,
DESCRIPTION
SLATWALL SIZE
(QTY PER FIXT,)
FIXT,
QTY
QTY
220
191
WALL DISPLAY
1
4
362
192
WALL DISPLAY
2
2
363
GONDOLA FLOOR DISPLAY
DISPLAY
193
CK DISPLAY WITH ST❑RA
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1
364
194
WALL DISPLAY
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1
365
CASHWRAPS - 200 SERIES
FIXT,
N❑,
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SLATWALL SIZE
(QTY PER FIXT,)
FIXT,
QTY
COMMENTS
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1
SEE HARDWARE
SCHEDULE
FLOOR FIXTURES - 300 SERIES
FIXT,
N❑,
DESCRIPTION
SLATWALL SIZE
(QTY PER FIXT,)
FIXT,
QTY
COMMENTS
361
GLASS METAL TABLE
DISPLAY
2
SEE HARDWARE
SCHEDULE
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TIERED SHELVES
FLOOR DISPLAY
2
SEE HARDWARE
SCHEDULE
363
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SEE HARDWARE
SCHEDULE
364
FLOOR DISPLAY
DISPLAY
3
SEE HARDWARE
SCHEDULE
365
FLOOR DISPLAY
W/BINDS DISPLAY
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SCALE: AS NOTED
DATE: 05/20/08
DESIGNED
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DRAWN BY:
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CHECKED BY:
SHEET TITLE:
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INTERIOR
FIXTURE
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PROJ NO: P703080244_____
SCALE: AS NOTED
DATE: 05/20/08
DESIGNED BY:
DRAWN BY:
E. OUTHAVONG
CHECKED BY:
SHEET TITLE:
ARCHITECTURAL
INTERIOR
FIXTURE
362
SHEET NO
AI -505
SHEET
OF
11
C
A
2
GENERAL NOTES
1. ALL WORK, PLANS AND CALCULATIONS ARE TO BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE RULES
AND REGULATIONS ALL GOVERNING AGENCIES INCLUDING BUT NOT LIMITED TO THE CODES AND REGULATIONS AS
SET FORTH BY THE FLORIDA FIRE PREVENTION CODE, NFPA 101, 2004 EDITION, LIFE SAFETY CODE, NFPA 101 , 2C
EDITION, AUTOMATIC SPRINKLER SYSTEMS, NFPA 12, 2002 EDITION, NATIONAL FIRE ALARM CODE, NFPA 70, 2005
EDITION AND ALL AUTHORITIES HAVING JURISDICTIONS.
2. SPRINKLER CONTRACTOR SHALL SUBMIT A COMPLETE SET OF PLANS, CALCULATIONS AND SPECIFICATIONS FOR
THE FIRE SUPPRESSION SYSTEM FOR APPROVAL BY THE ENGINEER AND FIRE SUB -CODE OFFICIAL.
3. SPRINKLER CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF OWNER'S INSURANCE UNDERWRITER FOR
SUBMITTALS, APPROVALS, MATERIALS, INSTALLATION, INSPECTIONS AND TESTING.
4. INSTALLER'S QUALIFICATIONS: A QUALIFIED FIRM THAT IS EXPERIENCED (MINIMUM OF 5 PREVIOUS PROJECTS
SIMILAR IN SIZE AND SCOPE TO THE PROJECT) IN SUCH WORK, FAMILIAR WITH PRECAUTIONS WITH THE
REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. REQUIRED, AND IN COMPLIANCE
5. BEFORE SUBMITTING PROPOSAL, BIDDERS SHALL CAREFULLY EXAMINE EXISTING FIELD CONDITIONS AND
CONTRACT DRAWINGS OF ALL TRADES. SUBMISSION OF PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT
REQUIRED EXAMINATION HAS BEEN MADE. LATER, CLAIMS FOR EXTRA LABOR, EQUIPMENT AND MATERIALS
REQUIRED DUE TO EXISTING FIELD CONDITIONS, WHICH COULD HAVE BEEN FORESEEN, WILL NOT BE RECOGNIZED.
6. ALL EXISTING PIPING IS SHOWN IN APPROXIMATE LOCATIONS ONLY. CONTRACTOR TO VERIFY IN FIELD ALL
SIZES, LOCATIONS AND ELEVATIONS OF ALL NEW CONNECTION POINTS TO EXISTING PIPING. COORDINATE HIS WORK
WITH ALL OTHER TRADES.
7. PROVIDE, AT NO EXTRA COST, ALL ADDITIONAL PIPING AND FITTINGS REQUIRED TO OFFSET SYSTEM TO AVOID
EXISTING/NEW STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL INTERFERENCE, WHETHER INDICATED
OR NOT, BEFORE INSTALLING WORK.
8. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION, AND REPORT TO ENGINEER ALL
ERRORS, DISCREPANCIES, OMISSIONS, DEFECTS, OR UNUSUAL CONDITIONS BEFORE COMMENCING CONSTRUCTION.
9. CONTRACTOR TO SECURE ALL NECESSARY PERMITS REQUIRED FOR THE STIPULATED WORK PRIOR TO
COMMENCING WITH CONSTRUCTION OR DEMOLITION.
10. ALL ASBESTOS REMOVAL, PLUMBING, ELECTRICAL, WELDING WORK, ETC. TO BE PERFORMED BY LICENSED
CONTRACTORS.
11. ALL CONTRACTORS, WORKMEN, AND AGENTS WORKING AT OR VISITING THE SITE SHALL BE COVERED BY ALL
NECESSARY STATUTORY INSURANCE INCLUDING LIABILITY, WORKMEN'S COMPENSATION, DISABILITY, ETC..
12. ALL WORK SHALL BE PERFORMED IN A NEAT, CLEAN, ORDERLY MANNER AND THE SITE KEPT CLEAN FROM
DUST AND DEBRIS AT ALL TIMES.
13. PROVIDE ALL TEMPORARY LIGHTING, POWER, WATER, WATERPROOFING, ETC.. AS REQUIRED AND NECESSARY
UNLESS OTHERWISE SPECIFIED.
14. PROVIDE ALL NECESSARY SHORING, BRIDGING, BARRICADES, SIGNS, ETC., TO INSURE PROJECT SAFETY AT ALL
TIMES.
15. ALL WORK, INCLUDING TESTING AND TEMPORARY SHUT DOWN OF SERVICES, IS TO BE COORDINATED WITH
OWNER'S SCHEDULE FOR DELIVERIES, WORKDAYS, TIMES, ETC..
16. ALL NEW WORK TO BE THOROUGHLY TIED AND BONDED TO EXISTING WORK.
17. ALL PATCHING AND JOINING SHALL BE NEAT, CLEAN AND SQUARE, MATCHING ADJACENT SURFACES IN FINISH
AND TEXTURE. SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING, PATCHING AND/OR REMOVAL
OF CEILING TILES ETC. HE SHALL RESTORE ALL AREAS AS A RESULT OF THE FIRE PROTECTION INSTALLATION TO
MATCH EXISTING CONDITIONS.
18. ALL FIRE RETARDANT MATERIALS SHALL BEAR STAMPS, SEALS AND/OR PERMANENT LABELS AS REQUIRED.
AFFIDAVITS SHALL BE FURNISHED WHERE REQUESTED.
19. ALL WORK TO BE PLUMB, LEVEL AND OF THE BEST WORKMAMSHIP.
20. ALL NEW PIPING SHALL BE RUN CLOSE TO BEAMS, WALLS AND SLABS, SQUARE TO BUILDING CONSTRUCTION,
CONCEALED ABOVE HUNG CEILINGS AND WITHIN FURRED SPACES.
21. CONTRACTOR TO FULLY COORDINATE HIS WORK AND EFFORTS WITH OTHER TRADES TO INSURE A PROPER,
DIMENSIONALLY ACCURATE JOB IN ALL RESPECTS TO RELATED WORK. CONTRACTOR SHALL COORDINATE COMPLETE
SPRINKLER LAYOUT WITH CEILINGS, LIGHTING, HVAC DIFFUSERS AND SURROUNDING OBSTRUCTION.
22. SPRINKLER HEADS SHALL BE CHROME PLATED IN FINISHED SPACES, EXPOSED TO VIEW. ROUGH BRONZE FINISH
FOR HEADS IN UNFINISHED SPACES AND NOT EXPOSED TO VIEW.
23. SPRINKLER HEADS - FUSIBLE LINK TYPE, PROVIDE HEADS WITH NOMINAL 1/2" DISCHARGE ORIFICE FOR
ORDINARY TEMPERATURE RANGE. IN ALL MECHANICAL EQUIPMENT ROOMS AND/OR BOILER ROOMS
24. THE SPRINKLER CONTRACTOR SHALL MAKE AN ALLOWANCE TO A MINIMUM OF 20% ADDITIONAL SPRINKLER
HEADS TO BE INSTALLED AS TO PROVIDE ADEQUATE COVERAGE DUE TO ANY OBSTRUCTIONS, DUCTWORK, PIPING,
ETC. INSTALLED DURING CONSTRUCTION WHICH MAY ALTER THE ORIGINAL SPRINKLER DESIGN.
25. THE JOB SHALL BE ADEQUATELY STAFFED AT ALL TIMES TO INSURE CONTINUITY AND PROGRESS, WITH ALL
PHASES/SEGMENTS OF WORK PROPERLY COORDINATED.
26. ALL DEFECTIVE OR UNACCEPTABLE WORK SHALL BE REMOVED AND REPLACED TOGETHER WITH SURROUNDING
AFFECTED AREAS AT NO ADDITIONAL EXPENSE TO THE OWNER.
27. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND SAMPLES FOR ENGINEER APPROVAL WHERE REQUIRED BY
DOCUMENTS PRIOR TO PROCEEDING WITH WORK.
28. ALL WORK, UNLESS OTHERWISE SPECIFIED, TO BE GUARANTEED FOR A MINIMUM OF ONE YEAR FROM FINAL
ACCEPTANCE.
29. ANY AND ALL TESTING AS DEEMED NECESSARY BY THE ENGINEER SO AS TO VERIFY PRODUCT AND MATERIAL
COMPLIANCE WITH THE DRAWINGS IS TO BE PERFORMED BY THE CONTRACTOR VIA CERTIFIED TESTING
LABORATORIES AT NO COST TO THE OWNER
30. ANY CONFLICT BETWEEN THE SPECIFICATIONS AND DRAWINGS IS TO BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO WORK.
31. COORDINATE ALL TRADES DUE TO TIGHT CONDITIONS. LOCATIONS OF ALL M.E.P. & F.P. LINES IS SCHEMATIC
AND WILL BE DETERMINED BY ARCHITECTURAL PLANS. G.C. TO COORDINATE WITH ARCHITECT.
32. ALL M.E.P. LINES, SUCH AS RISERS, PLUMBING, LEADERS, STACKS, WASTE, HEATING, ELECTRICAL AND FIRE
PROTECTION LINES, ETC., SHALL BE CONCEALED. CONSULT WITH ARCHITECT FOR APPROVAL DURING LAYOUT
STAGES IN ORDER TO LOCATE BOXING.
33. ALL M.E.P. LINES IN AREAS WITHOUT HUNG CEILINGS MUST BE LOCATED AT PARTITION AND BOXED IN TO
CREATE BEAM EFFECT, (WALL TO WALL). CONSULT WITH ARCHITECT FOR APPROVAL DURING LAYOUT STAGES IN
ORDER TO LOCATE BOXING.
TENANT SAFETY NOTES (FOR WORK IN OCCUPIED BUILDINGS ONLY)
1. CONSTRUCTION WORK WILL BE CONFINED TO THE BUILDING INTERIOR AND WILL NOT CREATE DUST, DIRT, OR
OTHER SUCH INCONVENIENCES TO THE APARTMENT UNITS WITHIN THE BUILDINGS.
2. CONSTRUCTION WORK WILL NOT BLOCK HALLWAYS OR MEANS OF EGRESS FOR TENANTS OF THE BUILDING.
3. CONSTRUCTION OPERATION WILL NOT INVOLVE INTERRUPTIONS OF WATER OR ELECTRICAL SERVICES TO TENANTS
OF THE BUILDING.
4. CONSTRUCTION OPERATION WILL BE CONFINED TO NORMAL WORKING HOURS; 9:00 AM THROUGH 5 PM, MONDAY
THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS UNLESS AUTHORIZED IN WRITING BY THE OWNERS.
3
SPRINKLER DESIGN CRITERIA FOR HYDRAULIC CALCULATIONS
1. ALL SPRINKLER SYSTEMS THROUGHOUT SCOPE OF WORK SHALL BE HYDRAULICALLY
CALCULATED (BY FIRE PROTECTION SPRINKLER CONTRACTOR)
ON COORDINATED SHOP DRAWINGS.
2. SPRINKLER SYSTEM LAYOUT AND CALCULATIONS SHALL COMPLY WITH
NEPA-13, LOCAL BUILDING CODE, LOCAL FIRE DEPARTMENT,
OWNERS INSURANCE UNDERWRITERS AND ALL OTHER AUTHORITIES HAVING
JURISDICTIONS.
3. HYDRAULIC SIZING CRITERIA: HYDRAULIC CALCULATION, USE TO DETERMINE PIPE
SIZES SHALL BE REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND
SHALL BE CALCULATED AS FOLLOWS:
1. OCCUPANCY CLASSIFICATION: = LIGHT HAZARD, ORDINARY HAZARD
2. DENSITY = 00.10 GPM/SQ.FT, 0.15 GPM/SQ.FT.
3. AREA OF APPLICATION = 1,500 SQ.FT, 2,000 SQ.FT. (MOST REMOTE)
4. COVERAGE/SPRINKLER = 225 SQ.FT., 130 SQ.FT.
5. STORAGE SPACES & MER SHALL BE CONSIDERED ORDINARY
HAZARD -GROUP 1
AND THE COVERAGE/SPRINKLER SHALL 130 SQ.FT. OR LESS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE HYDRAULIC CALCULATIONS
AND OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION OVER THE
SPRINKLER WORK, INCLUDING THE OWNERS INSURANCE CO. IN ADDITION, OBTAIN
AGENCY APPROVALS FOR HYDRAULICS PRIOR TO INSTALLATION OF NEW WORK.
5. MINIMUM PRESSURE AT ANY SPRINKLER HEAD SHALL BE AS REQUIRED FOR THE
MINIMUM DISCHARGE OF THE HEAD, BUT IN NO CASE LESS THAN 7 PSI.
BRANCH PIPE SIZE SCHEDULE
NUMBER OF SPRINKLER
HEADS ON THE PIPE
PIPE SIZE
1 HEAD
1"
2 & 3 HEADS
11/"
4 AND 5 HEADS
14'
6 AND UP TO 10 HEADS
2"
11 AND UP TO 20 HEADS
2-1/2-
21 AND UP TO 40 HEADS
3"
41 AND UP TO 65 HEADS
4"
NOTES:
1. PIPE SIZES AS SHOWN ARE MINIMUM SIZES ALLOWABLE AND
ARE FOR BRANCH PIPING ONLY. REFER TO FLOOR PLAN FOR
ACTUAL SIZES.
2. REFER TO FLOOR PLAN FOR THE SIZES OF FEED MAIN, VALVE
ASSEMBLY, LOOP AND/OR CROSS MAIN PIPING.
IF THIS nRAWINr, IS I FSS THAN 22" X.14" IT IS A
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4
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DRAWING LIST
SP -001
SPRINKLER SYMBOLS, NOTES AND DRAWING LIST
SP -101
SPRINKLER FLOOR PLAN
SP -201
SPRINKLER DETAILS SHEET
FP -301
SPRINKLER SPECIFICATIONS
SYMBOL LIST
NEW CONCEALED TYPE SPRINKLER HEAD
1"
RELOCATE EXISTING SPRINKLER HEAD AND ARM OVER TO NEW SPRINKLER HEAD
0.E
EXISTING CONCEALED TYPE SPRINKLER HEAD TO REMAIN
OE
EXISTING UPRIGHT TYPE SPRINKLER HEAD TO REMAIN
REMOVE EXISTING SPRINKLER HEAD
EXISTING SPRINKLER PIPING TO REMAIN
NEW SPRINKLER PIPING
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EXISTING SPRINKLER PIPING TO BE REMOVE
co
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ACCORDANCE WITH THE APPLICABLE RULES AND REGULATIONS ALL
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GOVERNING AGENCIES INCLUDING BUT NOT LIMITED TO THE CODES AND
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SUSPENDED
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FOR SUSPENDED CEILING
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ROD (SIZE AS REQUIRED)
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CLEVIS HANGER
TYPICAL HANGER DETAILS
NOT TO SCALE
NOTES:
1. CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1"
2. GENERAL PURPOSE HANGERS MAY BE USED ON 1" SPRINKLER
PIPING ONLY.
3. MAX DISTANCE BETWEEN HANGERS ON PIPING 1 1/4" AND SMALLER: 12'
4. MAX DISTANCE BETWEEN HANGERS ON PIPING 1 1/2" AND LARGER: 15'
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DATE: 12/@IM&08
DESIGNED BY: OG
A DRAWN BY: DR
CHECKED BY: OG
SHEET TITLE:
SPRINKLER
DETALIS
SHEET NO.
SP -201
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CLEVIS HANGER
TYPICAL HANGER DETAILS
NOT TO SCALE
NOTES:
1. CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1"
2. GENERAL PURPOSE HANGERS MAY BE USED ON 1" SPRINKLER
PIPING ONLY.
3. MAX DISTANCE BETWEEN HANGERS ON PIPING 1 1/4" AND SMALLER: 12'
4. MAX DISTANCE BETWEEN HANGERS ON PIPING 1 1/2" AND LARGER: 15'
1/2' DIA, P
MAX, 4' LE
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WITH 1/2'
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PROJ NO: 1498.SO5
SCALE: 1/4" = 1'-0"
DATE: 12/@IM&08
DESIGNED BY: OG
A DRAWN BY: DR
CHECKED BY: OG
SHEET TITLE:
SPRINKLER
DETALIS
SHEET NO.
SP -201
SHEET OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
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1
PART I - GENERAL
1.01 REQUIREMENTS
A. THE CONTRACTOR SHALL HAVE EXPERIENCE ON AT LEAST
(2) PROJECTS INVOLVING QUANTITIES AND COMPLEXITIES AT
LEAST EQUAL TO THOSE REQUIRED UNDER THIS PROJECT.
B. ALL WORK, PLANS AND CALCULATIONS ARE TO BE
PERFORMED IN ACCORDANCE WITH THE APPLICABLE RULES
AND REGULATIONS ALL GOVERNING AGENCIES INCLUDING
BUT NOT LIMITED TO THE CODES AND REGULATIONS AS
SET FORTH BY THE FLORIDA FIRE PREVENTION CODE, NFPA
101, 2004 EDITION, LIFE SAFETY CODE, NFPA 101 , 2003
EDITION, AUTOMATIC SPRINKLER SYSTEMS, NFPA 12, 2002
EDITION, NATIONAL FIRE ALARM CODE, NFPA 72, 2002
EDITION AND ALL AUTHORITIES HAVING JURISDICTIONS.
C. FIRE PROTECTION ENGINEERING DOCUMENTS SHALL COMPLY
WITH FLORIDA STATUTES F.S. 471.008, AND F.S. 471.003(2).
DESIGN DOCUMENTS FOR FIRE PROTECTION SYSTEMS SHALL BE
CREATED PROR TO BIDDING AND SHALL BE SUBMITTED FOR
PERMITTING PUPOSES AT THE SAME TIME AS ALL OTHER
DISCIPLINES, IN ACCORDANCE WITH F.S. 633.551(2). DESIGNS
SHALL COMPLY WITH THE DIVISION OF STATE FIRE MARSHAL
UNIFORM FIRE SAFETY RULES AND STANDARDS CHAPTER
4A-46, THE SOUTH FLORIDA BUILDING CODE, THE FLORIDA
FIRE PREVENTION CODE, MOST CURRENT EDITION ADOPTED BY
LAW AND THE TENANT DESIGN HANDBOOK FOR THE ORLANDO
INTERNATIONAL AIRPORT DESIGN CRITERIA.
D. BEFORE SUBMITTING HIS BID, THE SPRINKLER CONTRACTOR
SHALL VISIT THE SITE AND SHALL FULLY FAMILIARIZE
HIMSELF WITH THE STRUCTURAL LAYOUT OF THE EXISTING
BEAMS IN RELATIONSHIP TO THE NEW HVAC DUCT LAYOUT AND
NEW LIGHTING FIXTURES AND HUNG CEILING HEIGHTS AND
BECOME FAMILIAR WITH THE DIFFICULTIES THAT WILL
ATTEND THE EXECUTION OF THIS WORK. CONTRACTOR SHALL
PERFORM THIS PRIOR TO SUBMITTING HIS PROPOSAL.
SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS
EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND
LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,
EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF
DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN
FORESEEN HAD SUCH AN EXAMINATION BEEN MADE.
E. UPON REVIEW OF SPRINKLER DRAWINGS PRIOR TO SUBMITTING HIS
PROPOSAL, THE SPRINKLER CONTRACTOR SHALL INFORM ARCHITECT
AND/OR ENGINEER OF ANY DISCREPANCIES OR REQUEST ARIFICATION
IN WRITING, IF NECESSARY, CONCERNING THE INTENT OF THE PLANS
AND SPECIFICATIONS TO PROVIDE A COMPLETE SPRINKLER
INSTALLATION. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA
LABOR, EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT
BE FOLLOWED.
F. THE SCHEDULING OF THE SPRINKLER WORK SHALL BE
COORDINATED WITH THE GOAA'S, WITH THER CONTRACTORS
AND WITH THE CLIENT.
G. NECESSARY SHUT -DOWNS OF BASE BUILDING SPRINKLER
SYSTEM MUST BE COORDINATED WITH THE AIRPORT ENGINEERING
AND THE ORLANDO INERNATIONAL AIRPORT FIRE DEPARTMENT
AVIATION UNIT, FSST SECTION. REQUESTS FOR SHUT -DOWNS
SHALL BE SUBMITTED NOT LESS THAN FIVE WORKING DAYS PRIOR
TO SHUT -DOWN DATE, AND SHALL STATE EXPECTED LENGTHS OF
SHUTDOWNS.
H. TENANTS CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE
THAT ALL SPRINKLERS ARE CAPPED AND SEALED THE END OF
EACH NIGHT. THE SYSTEM WILL BE ACTIVATED EACH NIGHT
AND THROUGHOUT THE WEEKENDS. ANY DAMAGES TO
PROPERTY AND/OR PERSONS WILL BE THE RESPONSIBILITY
OF THE TENANT'S CONTRACTOR. ANY SPRINKLER WORK BEING
CONDUCTED BETWEEN 2230 AND 0500 MUST BE SCHEDULED
WITH GOAA'S. CONTACT THE COORDINATION SITE OFFICE FOR
FURTHER PROCEDURES AND SCHEDULED DRAIN -DOWN DATES
AND TIMES.
1.02 WORK INCLUDED
A. WORK SHALL INCLUDE ALL SPRINKLER WORK FURNISHED AND
INSTALLED FOR THE CLIENT.
1. ALL WORK SHALL COMPLY WITH THE DIVISION OF STATE FIRE
MARSHAL UNIFORM FIRE SAFTERY RULES AND STANDARDS
CHAPTER 4A-46, THE SOUTH FLORIDA BUILDING CODE,
AND THE FLORIDA FIRE PREVENTION CODE AND
GOAA TENANT HANDBOOK .
2. WORK SHALL ALSO INCLUDE THE REMOVAL OF EXISTING
SPRINKLER PIPING, HEADS, AND SUPPORTS AS NOTED.
B. SPRINKLER HEAD LAYOUT SHALL BE BASED ON THE LOCATIONS
INDICATED ON THE PLANS, AND SHALL BE INSTALLED WITH
NO TOLERANCE FROM THE CENTER OR CEILING TILE. THE
SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH
EXISTING CONDITIONS AND WITH WORK OF ALL OTHER
CONTRACTORS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
OF ANY CONFLICTS IN WRITING BETWEEN THE OTHER TRADES
BEFORE INSTALLATION OF THE SPRINKLER SYSTEM.
C. SPRINKLER SYSTEM SHALL BE:
1. A HYDRAULICALLY DESIGNED SYSTEM IN ACCORDANCE WITH
THE STANDARDS OF THE NATIONAL FIRE PROTECTION
ASSOCIATION.
2. DESIGN SYSTEM TO CONFORM WITH BUILDING STRUCTURAL,
MECHANICAL AND ELECTRICAL SYSTEMS, EITHER EXISTING
OR PROPOSED.
2 1 3
D. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE
GENERAL LOCATION OF WORK. SCALED DIMENSIONS SHALL NOT
BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE OBTAINED
FROM THE ARCHITECTURAL DRAWINGS. FOR EXACT LOCATIONS,
MOUNTING HEIGHTS, ETC., REFER TO ARCHITECTURAL
DRAWINGS AND DETAILS. ALL DIMENSIONS, ETC., SHALL BE
VERIFIED BY FIELD CHECK.
1.03 SHOP DRAWINGS AND DATA
A. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, FULLY
COORDINATED SHOP DRAWINGS, CAPACITY DATA, HYDRAULIC
CALCULATIONS AND CATALOG CUTS OF THE FOLLOWING:
1. PIPE AND FITTINGS
2. SPRINKLER HEADS
3. HANGERS AND SUPPORTS
4. SPRINKLER AND PIPING LAYOUT
5. HYDRAULIC CALCULATIONS
1.04 BUILDING DEPARTMENT FILING. PERMITS. AND CERTIFICATES
A. THE SPRINKLER CONTRACTOR SHALL FILE ALL REQUIRED
DRAWINGS AND SPECIFICATIONS WITH THE LOCAL BUILDING
DEPARTMENT AND BE RESPONSIBLE FOR OBTAINING
FINAL APPROVAL.
1.05 INSPECTION AND TESTING
A. THE SPRINKLER SYSTEM SHALL BE INSPECTED AND TESTED IN
ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13 AND NFPA 24
AND SHALL INCLUDE THE USE OF NFPA FORMS 85A AND 85B.
B. THE SPRINKLER SYSTEM SHALL BE SUBJECTED TO A
HYDROSTATIC PRESSURE TEST FOR A PERIOD OF TWO HOURS
AT A PRESSURE OF AT LEAST 200 PSIG OR 50 PSI IN
EXCESS OF THE MAXIMUM PRESSURE TO BE MAINTAINED WHEN
THE MAXIMUM PRESSURE IN THE SYSTEM IS IN EXCESS OF
150 PSI AS PER NFPA.
C. BEFORE SPRINKLER SYSTEM IS CONCEALED, THE BUILDING
DEPARTMENT SHALL BE NOTIFIED THAT THE SYSTEM IS READY
FOR INSPECTION AND TESTING. TESTS SHALL BE CONDUCTED
IN THE PRESENCE OF INSPECTORS HAVING JURISDICTION AND
THE ENGINEER OF RECORD.
1.06 FLUSHING
A. ALL FIRE PROTECTION PIPING SHALL BE FLUSHED OUT IN
ACCORDANCE WITH REQUIREMENT OF THE NATIONAL FIRE
PROTECTION ASSOCIATION PAMPHLET NO. 13 AND 14,
LATEST EDITION.
PART 2 - MATERIALS
2.01 GENERAL
A. THE SPRINKLER SYSTEM SHALL BE COMPLETE WITH ALL PIPE,
FITTINGS, VALVES, DRAINAGE SYSTEM AND VALVES,
SPRINKLER HEADS, HANGERS AND SUPPORTS, ALSO
MISCELLANEOUS WORK ITEMS, SUCH AS, SIGNS AS REQUIRED,
VALVE TAGS, ETC., AND ALL OTHER RELATED EQUIPMENT,
APPARATUS, AND MATERIAL ITEMS NECESSARY FOR COMPLETE,
SATISFACTORY OPERATING AND APPROVED TYPE SYSTEM.
B. ALL PIPE FITTINGS, HANGERS, SUPPORTS, SPRINKLER
HEADS, ETC., SHALL CONFORM TO THE BOCA
BUILDING CODE AND NATIONAL FIRE PROTECTION
ASSOCIATION'S REQUIREMENTS AS TO TYPES OF MATERIALS,
ARRANGEMENT, SIZES, AND INSTALLATION EXCEPT THAT NO
FACE OR FLUSH BUSHING SHALL BE USED. REDUCING
FITTINGS SHALL BE PROVIDED IN LIEU OF BUSHINGS.
2.02 SPRINKLER PIPING
A. ALL SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL
PIPE PAINTED ASTM -53 RED WITH 150 LB BLACK MALLEABLE
IRON SCREWED FITTINGS OR GROOVED PIOPE COUPLINGS
TESTED AND APPROVED BY FACTORY MUTUAL. USE
GALVANIZED STEEL PIPE WHERE EXPOSED TO WEATHER.
2.03 SPRINKLER HEADS
A. CONCEALED SPRINKLER HEADS - RELIABLE MODEL 'G4FR', FM
APPROVED AND UL LISTED, ADJUSTABLE TYPE. HEADS SHALL
BE 1/2" STANDARD ORIFICE WITH 1/2" NPT THREAD,165
DEG. TEMPERATURE RATING.
2.04 TAMPER SWITCHES
A. WHERE INDICATED ON THE DRAWINGS, FURNISH AND INSTALL
VALVE TAMPER SWITCHES FOR SUPERVISION OF O.S.& Y.
SHUT OFF VALVES. TAMPER SWITCHES SHALL BE ADT, ITT
GRINNELL CORP., AUTO -CALL OR APPROVED OTHER.
2.05 WATER FLOW DETECTOR
A. WHERE INDICATED ON THE DRAWINGS FURNISH AND INSTALL
WATER FLOW ALARMS. WATER FLOW ALARMS SHALL BE PADDLE
TYPE NON -CODED, RATED AT 120 VOLTS AD, 10 AMPS
NORMALLY OPEN SWITCH, ACME TYPE 430 OR APPROVED
OTHER.
IF THIS DRAWIN(. IS I FSS THAN 99" X14" IT IS A RFDIJCFD SIZF DRAW
4
2.06 CUTTING AND PATCHING
A. DO ALL CUTTING NECESSARY FOR THE INSTALLATION OF
SPRINKLER WORK. ACCURATELY LAYOUT WORK FOR WHICH
CUTTING IS REQUIRED, SO AS TO AVOID UNNECESSARY LARGE
OPENINGS. CUTTING OF BEAMS, JOISTS, FLOORS OR WALLS
OF THE BUILDING WILL NOT BE PERMITTED EXCEPT AFTER
RECEIVING APPROVAL OF THE BUILDING MANAGER.
B. ROUGH PATCHING WILL BE DONE BY THIS CONTRACTOR IN A
MANNER TO ACCOMMODATE FINISHED PATCHING WORK.
FINISHED PATCHING WILL BE DONE "UNDER ANOTHER SECTION
OF THE SPECIFICATIONS".
2.07 INSERTS, HANGERS, ETC.
A. ALL SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED
AND SHALL COMPLY WITH THE STANDARDS OF THE NATIONAL
FIRE PROTECTION ASSOCIATION FOR THE INSTALLATION OF
SPRINKLER SYSTEMS AND AS REQUIRED BY THE STATE AND
LOCAL CODE AND FACTORY MUTUAL.
B. HANGERS AND THEIR COMPONENTS SHALL BE FERROUS.
HANGERS SHALL BE ADJUSTABLE, FLAT IRON TYPE OR CLEVIS
TYPE.
C. SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO
SUPPORT NON -SYSTEM COMPONENTS.
D. SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED
FROM THE BUILDING STRUCTURE WHICH MUST SUPPORT THE
ADDED LOAD OF THE WATER -FILLED PIPE PLUS A MINIMUM OF
250 LBS. APPLIED AT THE POINT OF HANGING.
E. SPRINKLER PIPING SHALL BE SUPPORTED INDEPENDENTLY OF
THE CEILING SHEATHING.
F. WHEN SPRINKLER PIPING IS INSTALLED BELOW DUCTWORK,
PIPING SHALL BE SUBSTANTIALLY SUPPORTED FROM THE
BUILDING STRUCTURE, NOT FROM THE DUCTWORK.
G. MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED 12
FT. FOR 1 AND 1-1/4 IN. SIZES OR 15 FT. FOR SIZES
1-1/2 IN. AND LARGER.
H. EXPANSION SHIELDS FOR SUPPORTING PIPES UNDER CONCRETE
CONSTRUCTION MAY BE USED IN A HORIZONTAL POSITION IN
THE SIDES OF BEAMS. IN CONCRETE HAVING GRAVEL OR
CRUSHED STONE AGGREGATE, EXPANSION SHIELDS MAY BE
USED IN THE VERTICAL POSITION TO SUPPORT PIPES 4 IN.
OR LESS IN DIAMETER.
r:>�il:>•��Z�7:Z�I�P►��:i�7��7:�11►t�1_�I�F���t
A. SPRINKLER COMBINATION TEST AND DRAIN VALVE SHALL BE
AGF MODEL #1000 BRONZE TYPE.
B. FURNISH AND INSTALL A ONE INCH INSPECTORS TEST VALVE
ASSEMBLY WITH SIGHT GLASS AND A 1-1/4" SYSTEM DRAIN
VALVE ALL IN ACCORDANCE WITH NFPA-13.
2.09 TEST AND DRAIN CONNECTIONS STAND
A. PROVIDE TEST AND DRAIN ASSEMBLY DOWNSTREAM OF EACH
WATERFLOW ALARM SWITCH, CONSISTING OF TEST AND DRAIN VALVES, SIGHT
GLASS AND CALIBRATED ORIFICE, AND CONNECT IT TO DRAIN AS NOTED.
1. APPROVED COMPACT COMBINATION TEST -DRAIN FITTINGS WITH THREADED
ENDS, SIMILAR TO VICTAULIC STYLE 718, MAY BE USED.
2.10 PRESSURE GAUGE
A. ASHCROFT SERIES 1079, OR APPROVED OTHER, 4-1/2" DIA-
METER, 0-200 P.S.I. RANGE, 20 P.S.I. INTERVALS.
2.11 ESCUTCHEONS
A. PROVIDE ESCUTCHEONS ON ALL EXPOSED PIPING PASSING
THROUGH WALLS, PARTITIONS, FLOORS AND CEILINGS.
ESCUTCHEON SHALL BE HELD IN PLACE BY INTERNAL TENSION
OR SET SCREW.
2.12 GUARANTEE
A. GUARANTEE FOR A PERIOD OF ONE (1) YEAR FROM THE DATE
OF ACCEPTANCE BY THE OWNER, ALL MATERIALS, APPARATUS
AND WORKMANSHIP WHETHER FURNISHED BY HIMSELF OR BY
HIS SUBCONTRACTORS AND HE SHALL REPLACE OR REPAIR IN
A MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TO
THE OWNER, ANY PART OR PARTS OF THE WORK WHICH MAY
PROVE DEFECTIVE OR UNSATISFACTORY WITHIN THE PERIOD
OF THE GUARANTEE.
2.13 AS -BUILT DRAWINGS
A. PREPARE AND SUBMIT "AS -BUILT" DRAWINGS AT THE
COMPLETION OF THE PROJECT.
BUILDING NOTES
1. PROVIDE TEMPORARY FIRE PROTECTION DURING CONSTRUCTION
2. CONSTRUCTION SHALL COMPLY WITH THE REGULATIONS OF THE
GOAA.
3. FIRE WATCH MAY BE REQUIRED BY INSPECTOR AT TIME OF
INSPECTION.
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SCALE: 1/4" = V-0"
DATE: 12101428-08
DESIGNED BY: OG
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SHEET TITLE:
SPRINKLER
SPECIFICATIONS
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SCALE: 1/4" = V-0"
DATE: 12101428-08
DESIGNED BY: OG
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SHEET TITLE:
SPRINKLER
SPECIFICATIONS
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PROJ NO: 1498.S05
SCALE: 1/4" = V-0"
DATE: 12101428-08
DESIGNED BY: OG
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CHECKED BY: OG
SHEET TITLE:
SPRINKLER
SPECIFICATIONS
SHEET NO.
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HVAC ABBREVIATIONS
AC AIR CONDITIONING L LENGTH
HVAC SYMBOLS LIST
FOR SMOKE DETECTORS IN
DUCTWORK.
ACC
AIR-C❑❑LED CONDENSING UNIT
LAT
LEAVING AIR TEMPERATURE
CENTER LINE
AD
ACCESS DOOR
ABOVE FINISHED FLOOR
LBS
POUNDS
OR CFM
CUBIC FEET PER MINUTE
THERMOSTAT
AFF
LD
LDB
LINEAR DIFFUSER
AL
ALUMINUM
LEAVING DRY BULB TEMP,
[]
SQUARE INCHES
AP
ACCESS PANEL
LIN. FT.
LR
LINEAR FEET
[
SQUARE FEET
BDD
BACKDRAFT DAMPER
LINEAR RETURN
No-
FLOW DIRECTION
BHP
BRAKE HORSEPOWER
BLACK IR❑N
LWB
LWT
LEAVING WET BULB TEMP.
- - -
EXISTING TO REMAIN
BI
LEAVING WATER TEMPERATURE
0
PIPE UP
BTU
BTUH
BRITISH THERMAL UNITS
BTU PER H❑URMBH
MAX
MAXIMUM
THOUSAND BTU PER HOUR
-0
PIPE DOWN
FD&AD
FS wD
122CD
®x1�
300CFM
FIRE DAMPER AND ACCESS DOOR
COMBINATION FIRE & SMOKE
DAMPER AND ACCESS DOOR
CEILING SUPPLY DIFFUSER
CC
COILING COIL
MCC
MOTOR CONTROL CENTER
CD
CEILING DIFFUSER
MER
MECHANICAL EQUIPMENT ROOM
CFM
CG
CUBIC FEET PER MINUTE
CEILING GRILLE
MHP
MOTOR HORSE POWER
MIN
MINIMUM
-- -- -- -
MOTOR
CLG
CEILING
CHORD OPERATED DAMPER
CEILING REGISTER
COPPER
MOT
NC
NC
NIC
NO
COD
NOISE CRITERIA
1202CR
Z t00CFM -
CEILING RETURN REGISTER
NEW DUCTWORK
CR
CU
NORMALLY CLOSED
NOT IN CONTRACT
NORMALLY OPEN
CU, FT,
CUBIC FEET
VTl-
NEW VOLUME DAMPER
CU. IN.
CUBIC INCHES
NO.
NUMBER
FIRE DAMPER
CV
CONSTANT VOLUME
NTS
NOT TO SCALE
D
DROP
❑AI
OUTSIDE AIR INTAKE
DB
DIAM, 0
DRY BULB TEMPERATURE
DIAMETER
❑D
❑V
OUTSIDE DIAMETER
NEW CONNECTION
OUTLET VELOCITY
DN
DOWN
PD
PHC
PSIA
PRESSURE DROP
PREHEAT C❑IL
DWG
DX
DRAWING
DIRECT EXPANSI❑N
EXHAUST AIR
ZOO
0
EXISTING TO REMOVED
PSI ABSOLUTE
EA
PSIG
PSI GAUGE
P❑INT OF DISCONNECTION
EAT
EDB
EF
ENTERING AIR TEMPERATURE
ENTERING DRY BULB TEMP,
EXHAUST FAN
R
RA
RF
RISE
RETURN AIR
RETURN FAN
ELEC,
ELECTRIC
RM
ROOM
ERC
EQ
ELECTRIC REHEAT C❑IL
RPM
REVOLUTI❑NS PER MINUTE
EQUAL
RH
RELATIVE HUMIDITY
EWB
ENTERING WET BULB TEMP,
RHC
REHEAT C❑IL
EWT
F
ENTERING WATER TEMP,
FILTER
SLD
STRIPLINE LINEAR DIFFUSER
STATIC PRESSURE
SP
°F
DEGREES FAHRENHEIT
SPEC
SPECIFICATI❑N
FC
FLEXIBLE CONNECTI❑N
FIRE DAMPER
SR
SS
SUPPLY REGISTER
FD
STAINLESS STEEL
FA
FREE AREA (SQ. FT.)
FACE AREA
T -STAT
TEMP
THERMOMETER
F.A.
FLA
TEMPERATURE
FULL LOAD AMPERES
TG
TOP GRILLE
FPM
FL, DR.
FIN FL
FSD
FEET PER MINUTE
FLOOR DRAIN
TR
TRF
TOP REGISTER
TRANSFER FAN
FINISHED FLOOR
FIRE & SMOKE DAMPER
--------------
TYP,
TYPICAL
TOILET EXHAUST
TX
FT
FEET
UH
UNIT HEATER
FTR
FINNED TUBE RADIATION
V
VOLTS
GPH
GALLONS PER HOUR
GALLONS PER MINUTE
W
W/
WIDTH
WITH
GPM
H
HC
HEIGHT
HEATING C❑IL
W/❑
WITHOUT
WET BULB TEMPERATURE
WB
HR
HOUR
WG
WATER GAUGE
HUM
HV
HUMIDIFIER
HEATING AND VENTILATING
FREQUENCY (HERTZ)
WMS
WIRE MESH SCREEN
VARIABLE AIR VOLUME BOX
VAV
VD
HZ
VOLUME DAMPER
IN
kW
IN OR INCHES
KILOWATT
CONNECT TO EXISTING
P❑INT OF DISCONNECTION
FA
3
4
MECHANICAL CONTRACTOR NOTES:
1. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL DUNNAGE, SUPPORTS, INSTALLATION, LEVELING, METHODS OF HANGING, SUPPLEMENTAL STEEL AND
REINFORCEMENTS, ETC. THAT WILL BE REQUIRED FOR ALL MECHANICAL EQUIPMENT UTILIZED FOR THIS PROJECT.
2. SIGNED AND SEALED DOCUMENTS PROVIDED BY THE LICENSED STRUCTURAL ENGINEER TO BE SUBMITTED FOR FINAL APPROVAL TO THE ARCHITECT OF
RECORD, PRIOR TO ACTUAL EQUIPMENT INSTALLATION.
GENERAL NOTES:
1. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH CONTRACT DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS TO SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. NO ALLOWANCE WILL BE MADE FOR
FAILURE TO COMPLY WITH THESE REQUIREMENTS AND A BID PROPOSAL SHALL BE CONSTRUED AS EVIDENCE HE HAS DONE SO.
2. ALL HVAC WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AND DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS
AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
3. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCT TRANSITIONS TO FURNISHED EQUIPMENT.
FIELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION.
4. COORDINATE DUCTWORK WITH APPROVED SUBMISSION OF SUPPLY, RETURN & EXHAUST AIR TERMINAL UNIT SIZES AND ASSOCIATED INLET AND OUTLET
CONNECTIONS.
5. PROVIDE
ACCESS
FOR SMOKE DETECTORS IN
DUCTWORK.
6. PROVIDE
ACCESS
PANELS UPSTREAM OF ALL
ELBOWS WITH TURNING VANES AND ELECTRIC DUCT HEATERS.
7. PROVIDE
ACCESS
PANELS IN DUCTWORK FOR
OPERATION, ADJUSTMENT & MAINTENANCE OF ALL FANS, VALVES AND MECHANICAL EQUIPMENT.
8. ACCESS DOORS INTO DUCTWORK SHALL NOT BE SMALLER THAN 24"X24" UNLESS DUCT SIZES DO NOT PERMIT. INDICATE SIZE AND LOCATIONS OF ALL
ACCESS DOORS.
9. 24"X24" ACCESS PANELS IN FINISHED CONSTRUCTION SHALL BE PROVIDED FOR MAINTENANCE OF ALL HVAC EQUIPMENT IN ALL AREAS WITH INACCESSIBLE
CEILINGS.
M-001
M-101
M-201
M-301
10. FOR AREAS WITH INACCESSIBLE CEILINGS, VOLUME DAMPERS SHALL HAVE METAL FLEXIBLE CABLE OPERATORS FOR REMOTE OPERATION OF VOLUME DAMPER
THROUGH FACE OF AIR OUTLETS.
11. PROVIDE VOLUME DAMPERS IN ALL SUPPLY, RETURN AND EXHAUST BRANCH DUCTWORK. PROVIDE ONE (1) VOLUME DAMPER FOR EACH SUPPLY DIFFUSER
AND RETURN GRILLE.
12. ALL AIR OUTLETS (DIFFUSERS, GRILLES, REGISTERS, LINEAR DIFFUSERS, ETC.) SHALL BE COORDINATED WITH THE ARCHITECTURAL CEILING PLAN (LIGHTS,
SPRINKLER HEADS, CEILING GRID) AND WITH REVIEWED AND APPROVED AIR OUTLET SUBMITTAL.
13. ARCHITECT TO REVIEW AND APPROVE FACE SIZE AND EXACT LOCATION OF ALL AIR OUTLETS (DIFFUSERS, GRILLES, REGISTERS, ETC.) AND COORDINATE WITH
EQUIPMENT MANUFACTURER REQUIREMENTS.
14. ALL DIFFUSER AND REGISTER LOCATIONS IN SUSPENDED CEILING SHALL BE COORDINATED WITH REFLECTED CEILING PLANS AND ELECTRICAL PLANS BEFORE
INSTALLATION.
15. ARCHITECT TO REVIEW AND APPROVE LOCATION OF ALL THERMOSTATS IN CONJUNCTION WITH FINAL EQUIPMENT LAYOUT.
16. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTS CONNECTING TO FANS OR AIR HANDLING UNITS.
17. THE INSIDE OF ALL DUCTWORK VISIBLE THROUGH A GRILLE OR DIFFUSER SHALL BE PAINTED FLAT BLACK.
18. SHEETMETAL SHOP DRAWINGS CAN BE RELEASED FOR FABRICATION ONLY AFTER SHEETMETAL SHOP STANDARDS HAVE BEEN REVIEWED AND APPROVED.
19. SHEETMETAL SHOP DRAWINGS MUST BE COORDINATED WITH ALL TRADES (MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, ETC.) BEFORE
FABRICATION.
20.
PROVIDE CEILING
AND DUCT ACCESS
DOORS FOR REHEAT COILS,
IF ANY.
21.
CONTRACTOR TO
COORDINATE DUCT
LOCATIONS WITH STRUCTURAL
STEEL AND ARCHITECTURAL DRAWINGS OF THE AREA.
22.
PROVIDE BRANCH
CONNECTION TAPS
AS INDICATED IN DETAIL ON
DETAIL DRAWINGS. ANY OTHER TAP BRANCH CONNECTIONS ARE NOT ACCEPTABLE.
23. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS.
24. ALL CONDENSATE DRAIN LINES FROM EACH UNIT SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH P -TRAP, AND TERMINATED AT THE NEAREST
DRAIN OR SLOP SINK.
25. ALL EQUIPMENT, PIPING, DUCTWORK, ETC. SHALL BE SUPPORTED AS DETAILED AND SPECIFIED. ADDITIONAL SUPPORT SHALL BE PROVIDED AS REQUIRED TO
PROVIDE VIBRATION -FREE INSTALLATION.
26. ALL FIRE AND FIRE/SMOKE DAMPERS MUST BE INSTALLED IN STRICT ACCORDANCE WITH THE LATEST UL REQUIREMENTS, PER THE CONDITIONS OF THEIR
LISTING AND THE MANUFACTURER'S INSTALLATION REQUIREMENTS.
27. SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY THE ELECTRICAL CONTRACTOR. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MOUNTING THE
SMOKE DETECTORS IN DUCTWORK AS SHOWN ON PLANS.
28. ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH NEC AND ELECTRICAL PROJECT SPECIFICATIONS.
29. PROVIDE, AS REQUIRED BY CODE (LOCAL OR NATIONAL), ANY ADDITIONAL FIRE DAMPERS, SMOKE DAMPERS, ACCESS PANELS, OR SPECIAL SUPPORTS NOT
SHOWN ON PLANS AT NO ADDITIONAL COST TO OWNER.
30. ANY EXISTING EQUIPMENT, DUCTWORK, ETC. WHICH IS NOT SHOWN TO BE REMOVED, BUT INTERFERES WITH THE NEW CONSTRUCTION, IS TO BE REMOVED
BY THE CONTRACTOR.
31. THE CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE, ADJUST, ADAPT AND MODIFY EXISTING EQUIPMENT AND/OR SYSTEM AS REQUIRED BY THE DRAWINGS
OR SPECIFICATIONS AND AS MAY BE REQUIRED WHEN SUCH WORK IS UNCOVERED AND FOUND TO INTERFERE WITH THE COMPLETION OF WORK IN THE
CONTRACT WITHOUT ADDITIONAL COST TO THE OWNER.
32. THE CONTRACTOR IS TO BALANCE ALL DUCT SYSTEMS AND PROVIDE ALL NECESSARY BELTS, PULLEYS, SHEAVES, ETC. TO ACHIEVE THE DESIGN AIR
QUANTITIES. NEWLY DESIGNED AREAS SHALL BE BALANCED TO THE INDICATED AIR QUANTITIES ON THE DRAWINGS. ALL EXISTING AREAS SHALL BE
REBALANCED TO THE ORIGINAL DESIGN REQUIREMENTS. ALL BALANCED AIR QUANTITIES ARE TO BE WITHIN 5% OF DESIGN AIR QUANTITIES.
33. ALL SQUARE ELBOWS ON DUCTWORK ARE TO HAVE DOUBLE THICKNESS TURNING VANES.
34. CONTRACTOR IS TO PROVIDE MANUAL DAMPERS IN EACH SPLIT OR TAP CONNECTION TO TRUNK DUCTS FOR BALANCING PURPOSES, EACH PROVIDED WITH
OPERATOR AND LOCKING DEVICE. INSTALL DIVERTING VANES AT BRANCHES CONNECTED INTO THE MAIN WITHOUT A NECK.
35. THE CONTRACTOR SHALL COORDINATE OPENINGS IN THE EXTERIOR WALLS OR ROOFS FOR THE INSTALLATION OF OUTSIDE AIR LOUVERS OR GOOSENECKS.
36. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION.
37. AFTER FINAL TESTS AND ADJUSTMENTS, FULLY INSTRUCT OWNER'S OPERATING PERSONNEL IN ALL DETAILS OF OPERATION FOR EQUIPMENT INSTALLED. A
SIGNED RECEIPT WHICH SHALL BE OBTAINED FROM THE OPERATOR SHALL BE CONSTRUED AS EVIDENCE THAT INSTRUCTIONS WERE SATISFACTORY.
38. FURNISH TWO (2) COPIES OF WRITTEN DESCRIPTIONS OF ALL SYSTEMS COVERING ALL MANUAL OPERATING PROCEDURE, AUTOMATIC CONTROL DESCRIPTIONS
AND AUTOMATIC CONTROL TEMPERATURE AND PRESSURE SETTINGS. WRITTEN DESCRIPTIONS SHALL INCLUDE LUBRICATION SCHEDULES, PARTS LISTS,
PERFORMANCE SERVICES FOR EQUIPMENT, FILTER SIZE/QUANTITY SCHEDULE, ETC. WHEN MANUFACTURER'S STANDARD INSTRUCTIONS ARE UTILIZED, THEY
SHALL BE CLEARLY MARKED TO INDICATE APPLICABILITY.
3 4
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
5
HVAC DRAWING LIST
MECHANICAL SYMBOL & DRAWING LIST, NOTES, & ABBREVIATIONS
MECHANICAL AIR DISTRIBUTION & DEMO PLAN
MECHANICAL DETAILS
MECHANICAL SPECIFICATIONS
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PROJ NO: 1498.S05
SCALE:
DATE: 11-25-08
DESIGNED
BY:
JP
DRAWN BY:
JP
CHECKED BY:
MD
SHEET TITLE:
MECHANICAL
SYMBOLS, NOTES
& DRAWING LIST
SHEET NO.
M-001
SHEET
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3 4 1 5
DEM❑LITI❑N PLAN
SCALEi1/4"=1'-0"
K
3
22" X 34" IT IS A REDUCED SIZE
DIFFUSER/GRILLE SCHEDULE
DESIGNATION MODULE NECK CFM MAX MAX PD MOUNTING MODEL MFGR, S
SIZE, IN, SIZE NC (IN, WG.) TYPE
CD -A 24x24 8" 150 <10 0.03 LAY -IN OMNI TITUS D
NOTES:
1. BORDER TYPES SHALL BE IN ACCORDANCE WITH LATEST APPROVED ARCHITECTURAL REFLECTED CEILING PLAN FOR THE ROOM IN
2. SEE PLANS FOR LOCATION AND AIR QUANTITIES OF EACH AIR DEVICE.
3. ALL AIR DEVICES SHALL BE TESTED IN ACCORDANCE WITH ASHRAE STANDARD 70-91.
4. FINISH SHOULD BE PAINT ALUMINUM OR SILVER TO MATCH GRID (COORDINATE WITH ARCHITECT).
5. SUBMIT AIR BALANCING REPORT FOR ALL EXISTING EQUIPMENT AND DIFFUSERS SHOWN ON PLAN AND ANY DISCREPANCIES TO Efs
CONTRACTOR NOTESi
1 LOCATION OF RETURN OPENING SHALL BE COORDINATED WITH BUILDING MANAGEMENT TO ENSURE PROPER RETURN AIR
FLOW BACK TO EXISTING AC UNIT SUPPLYING SPACE.
2 CONTRACTOR TO VERIFY SUPPLY AIR INDICATED ON PLANS IS AVAILABLE. REPORT TO ENGINEER ANY DISCREPENCIES
INVOLVING ALL AIR DISTRIBUTION EQUIPMENT, DUCTWORK, ETC.
NOTE:
PROVIDE FD/FSD ON ALL NEW &
EXISTING DUCTWORK PENETRATING
THROUGH NEW OR EXISTING RATED
WALLS IN PROJECT SPACE.
PROVIDE 18x12 TRANSFER GRILLE IF
NEEDED. WITH FD/FSD THROUGH ANY
NEW & EXISTING RATED WALLS TO
HAVE PROPER RETURN AIR FLOW
BACK TO SPACE.
FRAMING OF DIFFUSER DETERMINED
BY CEILING TYPE
DEMOLITION NOTES
1. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND
COMPARE SAME WITH CONTRACT DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS
TO SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID
PROPOSAL FOR DEMOLITION. NO ALLOWANCE WILL BE MADE FOR FAILURE TO COMPLY
WITH THESE REQUIREMENTS AND A BID PROPOSAL SHALL BE CONSTRUED AS EVIDENCE
HE HAS DONE SO.
2. ANY EXISTING EQUIPMENT, DUCTWORK, A/C UNITS, ETC. WHICH IS NOT SHOWN TO BE
REMOVED, BUT INTERFERES WITH THE NEW CONSTRUCTION IS TO BE REMOVED BY THE
CONTRACTOR AT NO ADDITIONAL COST.
3. THE CONTRACTOR, PRIOR TO THE REMOVAL AND DEMOLITION WORK
IS TO INFORM THE OWNER OF THE ITEMS BEING REMOVED AND TO
DETERMINE IF THE OWNER WOULD LIKE TO TAKE POSSESSION OF IT.
4. CONTRACTOR SHALL DEMOLISH ALL HVAC EQUIPMENT, DUCTWORK, AND APPURTENANCES
IN THE SPACE & ASSOCIATED CONDENSING UNITS.
5. SHOULD ANY QUESTION ARISE AS TO WHETHER OR NOT ANY PIPING, EQUIPMENT OR
OTHER ITEM SHOULD BE REMOVED, OR REMAIN AS PRESENTLY INSTALLED, THIS
CONTRACTOR SHALL REQUEST, IN WRITING, CLARIFICATION FROM THE ARCHITECT.
6. ANY DEMOLITION OF EXISTING EQUIPMENT SHALL INCLUDE THE REMOVAL OF
THEIR RELATED CONTROLS AND CONTROL WIRING, SUPPORTS, DUCTWORK, PIPING, ALL
CORRESPONDING ACCESSORIES AND PARTS, DUCTWORK AND ELECTRICAL POWER SUPPLY.
7. REMOVAL SHALL INCLUDE TAKING FROM THE PREMISES AND DISPOSAL OF REMOVED ITEMS
TO THE LOCATION INDICATED BY THE OWNER OR BLDG, UNLESS OTHERWISE NOTED.
8. THIS CONTRACTOR SHALL CAP ALL REMAINING DUCTS, AT ALL POINTS OF DISCONNECTION,
AIRTIGHT.
9. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS COMPLETION AND FINAL
ACCEPTANCE AND SHALL REPLACE ANY OF THE SAME WHICH MAY BE DAMAGED, LOST OR
STOLEN WITHOUT ADDITIONAL COST TO THE OWNER.
10. BEFORE PROCEEDING WITH ANY WORK IN OCCUPIED OR USED AREAS, THE CONTRACTOR
SHALL APPLY TO THE OWNER OF BUILDING FACILITY ENGINEERS FOR PERMISSION TO ENTER
SUCH AREAS. THE CONTRACTOR IS OBLIGED TO PERFORM HIS WORK ONLY AT THE TIME
OR TIMES DESIGNATED BY THE OWNER OR BLDG. FACILITY ENGINEERS. THERE WILL BE NO
ADDITIONAL COMPENSATION FOR THE WORK PERFORMED AFTER HOURS OR ON OFF -DAYS
WITHOUT PRIOR WRITTEN APPROVAL.
11. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE FAILURE OF ANY DUCTWORK SYSTEM
OR EQUIPMENT TO FUNCTION PROPERLY UPON COMPLETION OF HIS WORK UPON SAID
SYSTEM OR EQUIPMENT.
12. DEMOLITION AND OTHER WORK WHICH CREATES DIRT AND/OR DISTURBING NOISE, MUST
BE PERFORMED AT THE TIME AND MANNER DIRECTED BY THE OWNER OR BLDG. FACILITY
ENGINEERS. THE DELIVERY, HANDLING, AND INSTALLING OF MATERIALS, EQUIPMENT AND DEBRIS
MUST BE ARRANGED TO AVOID ANY INCONVENIENCE AND ANNOYANCE TO THE BUILDING
AND OPERATION. CLEANING MUST BE CONTROLLED TO PREVENT DIRT AND DUST FROM
INFILTRATING INTO ADJACENT TENANT OR MECHANICAL AREAS. WELDING OR BURNING MUST
BE PERFORMED ONLY DURING TIMES SPECIFICALLY APPROVED BY THE FACILITIES AND
MAINTENANCE ENGINEERS.
13. ALL RETURN AIR DUCT OPENINGS SHALL BE COVERED WITH TEMPORARY
FILTER DURING THE DEMOLITION.
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PROD NO: 1498.S05
SCALE:
DATE:
11-25-08
DESIGNED BY:
JP
DRAWN BY:
JP
CHECKED BY:
MD
SHEET TITLE:
MECHANICAL
AIR DISTRIBUION
& DEMO PLAN
SHEET NO.
M-101
SHEET
OF
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PROVIDE FOR EACH DAMPER
20 GAUGE OPPOSED ACTION > END 4"X 4"X 20 GAUGE
DAMPERS– EDGES CRIMPED 1 /2"X1 /2' SUPPORTS RIVETED TO DUCT. IN CINDER CONCRETE SLABS OR IN
AS SHOWN MAX. BLADE HEIGHT 2" REPUBLIC ARCH CONCRETE BEAMS
USE APPROVED SCISSOR TYPE HANGER
DUCT SLAB -7 HOOK (B.S.&A. FILE #A-61-63 SM.)
LOW PRESSURE BALANCING DAMPER
NOT TO SCALE
DUCT ELBOW.
I22_1PI21111
21/4
31/2"
21/4"R.
1 ^^I/IAI^ 1 I I^
TURNING VANE
\ I NOTES:
1 ..... LOCKING LUGS TO BE INTEGRAL WITH THE TURNING VANE.
2 ..... MAXIMUM UNSUPPORTED FRAME LENGTH TO BE 48".
3 ..... FRAMES TO BE BOLTED OR RIVETED TO THE ELBOW.
4 ..... VANES AND FRAMES TO BE SAME GAUGE AS THE ELBOW
(MINIMUM 20 GAUGE).
VANED ELBOW 5 ..... SQUARE ELBOWS ARE TO BE USED ONLY WHEN
SPECIFICALLY INDICATED ON THE DESIGN DRAWINGS.
DOUBLE THICKNESS TURNING VANES
FOR MITERED ELBOWS
NOT TO SCALE
SHEET METAL DUCT
DAMPER TO DIFFUSEI
NECK
HUNG CEILING
TYPICAL DIFFUSER CONNECTION
IV V I I U 0%al_\LL
1
2
RETAINING ANGLES SHALL
BE MINIMUM OF 1 1/2" x 1 1/2" x 1/8"
SHALL OVERLAP WALL A
MINIMUM OF ONE INCH ON
ALL FOUR SIDES
FIRESTAT
DAMPER MOTOR
RUSKIN FSD-60
BSA #176 -82 -SM
AFIRE RATED CONSTRUCTION
/
•
MAX. CLEARANCE 1/8" /LF. SEAL
OPENING WITH MINERAL WOOL
BOLT, WELDED, OR RIVET ANGLES TO
SLEEVE AT A MAX. OF 12" AND WITH
MINIMUM OF TWO CONNECTIONS IN
EACH SIDE, TOP AND BOTTOM.
STEEL SLEEVE– 14 GAUGE
BOLT, WELD OR RIVET DAMPER
TO SLEEVE ON SAME SPACING
AS RETAINING ANGLES
SHEETMETAL DUCTWORK
BREAKAWAY DUCT
CONNECTION. (TYP.)
ACCESS DOOR SHALL BE NO LESSNOTES:
THAN 20" x 20" UNLESS 6 MAX. ON ALL SIDES
OTHERWISE APPROVED FIRESTAT AND DAMPER MOTOR TO
BE OUTSIDE OF AIR STREAM.
COMBINATION FIRE AND SMOKE DAMPER DETAIL
NOT TO SCALE
GENERAL NOTES: COMBINATION FIRE AND SMOKE DAMPERS (CFSD):
1. FURNISH AND INSTALL COMBINATION FIRE AND SMOKE DAMPERS WHERE INDICATED ON THE
DRAWINGS.
2. DAMPERS ARE TO BE 1-1/2 HOUR UL 555 RATED AND UL 555S CLASSIFICATION FOR
CFSD.
3. PROVIDE FIRESTAT AND ELECTRIC OPERATOR FOR EACH CFSD.
4. OPERATION: DAMPER SHALL BE CLOSED UPON RECEIVING A SIGNAL FROM THE FIRE ALARM
PANEL AND/OR IN RESPONSE TO LOCAL FIRE/SMOKE SIGNAL. WHEN DAMPER IS CLOSED IN
RESPONSE TO SMOKE OR FIRE, A MANUAL OVERRIDE SIGNAL FROM THE FIRE ALARM PANEL
SHALL OPEN THE DAMPER IF REQUIRED. DAMPER OPERATION CAPABILITIES ARE MAINTAINED
REGARDLESS OF PRESENCE OF FIRE OR SMOKE CONDITIONS.
5. MANUFACTURER: CFSD RUSKIN MODEL FSD 60 OR APPROVED EQUAL.
6. INSTALL DUCT DETECTORS (FURNISHED BY E.C.) FOR ALL CFSD'S. LOCATE DUCT DETECTORS
UPSTREAM OF THE DAMPERS IN THE DIRECTION OF AIR FLOW. COORDINATE ALL WORK WITH
ELECTRICAL CONTRACTOR.
3
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
4
AIR FLOW
CLINCH
COLLAR
MAIN DUCT.
45'
1/3 W, ----
6"MIN. W
(BRANCH r
DUCT
WIDTH)
END BEARING
AIR FLOW
J '
PROVIDE VOLUME DAMPER IN
MAIN DUCT WHEN THERE ARE
NO FURTHER BRANCH TAKE–OFFS.
HAND DAMPER REGULATOR
E WITH LOCKING TYPE
INDICATOR QUADRANT
NOTES:
1. SEE PLANS FOR DUCT SIZES.
2. SEE BALANCING DAMPER CONSTRUCTION DETAIL.
TYPICAL DETAIL OF RECTANGULAR DUCT TAP
(WITH VOLUME DAMPERS)
NOT TO SCALE
5
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EXPANSION BOLT
II
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MINIMUM SIZE 1/4"–
u
20 GAUGE QUADRANT
8" SQUARE ROD WITH
�VASHER
A.
MOUNTING BRACKET ON
AT EACH END.
#390 -58 --SS M OR
#390
Z
INSULATED DUCT ONLY.
DUCT #480-64–SM OR
DUCT SECURE TO
06
#481-64–SM.) REINFORCING —
o
FOR STONE
RODS.
H
PROVIDE BEARINGS AT
CONCRETE ONLY.
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BOTH ENDS (GRIND
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ROD ROUND.)
FASTEN TO SIDES OF
J
DUCTS UNDER 48" WIDE,
t
1/8" x 1 "GALVANIZED IRON
OVER 48" WIDE TURN
DAMPER REGULATOR–
HANGERS 8'-0" ON CENTER
UNDER BOTTOM FOR 2"
WITH LOCKING TYPE
INDICATOR QUADRANT.
DAMPER ROD CLIP.
FOR DUCTS 4 SQ.FT. AND
UNDER, 4'-0" ON CENTER
AND FASTEN.
ONE REGULATOR FOR
FOR DUCTS OVER 4 SQ.FT. IN
coW
EACH TWO BLADES.
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AREA. HANGERS SHALL BE
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SAME MATERIAL AS DUCTWORK
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OPPOSED ACTION
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FOR DUCTS OVER 29" WIDE
LINKAGE ASSEMBLY.
TYPICAL DUCT
HANGING DETAIL
AND/OR OVER 12" HIGH.
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NOT TO
SCALE
LOW PRESSURE BALANCING DAMPER
NOT TO SCALE
DUCT ELBOW.
I22_1PI21111
21/4
31/2"
21/4"R.
1 ^^I/IAI^ 1 I I^
TURNING VANE
\ I NOTES:
1 ..... LOCKING LUGS TO BE INTEGRAL WITH THE TURNING VANE.
2 ..... MAXIMUM UNSUPPORTED FRAME LENGTH TO BE 48".
3 ..... FRAMES TO BE BOLTED OR RIVETED TO THE ELBOW.
4 ..... VANES AND FRAMES TO BE SAME GAUGE AS THE ELBOW
(MINIMUM 20 GAUGE).
VANED ELBOW 5 ..... SQUARE ELBOWS ARE TO BE USED ONLY WHEN
SPECIFICALLY INDICATED ON THE DESIGN DRAWINGS.
DOUBLE THICKNESS TURNING VANES
FOR MITERED ELBOWS
NOT TO SCALE
SHEET METAL DUCT
DAMPER TO DIFFUSEI
NECK
HUNG CEILING
TYPICAL DIFFUSER CONNECTION
IV V I I U 0%al_\LL
1
2
RETAINING ANGLES SHALL
BE MINIMUM OF 1 1/2" x 1 1/2" x 1/8"
SHALL OVERLAP WALL A
MINIMUM OF ONE INCH ON
ALL FOUR SIDES
FIRESTAT
DAMPER MOTOR
RUSKIN FSD-60
BSA #176 -82 -SM
AFIRE RATED CONSTRUCTION
/
•
MAX. CLEARANCE 1/8" /LF. SEAL
OPENING WITH MINERAL WOOL
BOLT, WELDED, OR RIVET ANGLES TO
SLEEVE AT A MAX. OF 12" AND WITH
MINIMUM OF TWO CONNECTIONS IN
EACH SIDE, TOP AND BOTTOM.
STEEL SLEEVE– 14 GAUGE
BOLT, WELD OR RIVET DAMPER
TO SLEEVE ON SAME SPACING
AS RETAINING ANGLES
SHEETMETAL DUCTWORK
BREAKAWAY DUCT
CONNECTION. (TYP.)
ACCESS DOOR SHALL BE NO LESSNOTES:
THAN 20" x 20" UNLESS 6 MAX. ON ALL SIDES
OTHERWISE APPROVED FIRESTAT AND DAMPER MOTOR TO
BE OUTSIDE OF AIR STREAM.
COMBINATION FIRE AND SMOKE DAMPER DETAIL
NOT TO SCALE
GENERAL NOTES: COMBINATION FIRE AND SMOKE DAMPERS (CFSD):
1. FURNISH AND INSTALL COMBINATION FIRE AND SMOKE DAMPERS WHERE INDICATED ON THE
DRAWINGS.
2. DAMPERS ARE TO BE 1-1/2 HOUR UL 555 RATED AND UL 555S CLASSIFICATION FOR
CFSD.
3. PROVIDE FIRESTAT AND ELECTRIC OPERATOR FOR EACH CFSD.
4. OPERATION: DAMPER SHALL BE CLOSED UPON RECEIVING A SIGNAL FROM THE FIRE ALARM
PANEL AND/OR IN RESPONSE TO LOCAL FIRE/SMOKE SIGNAL. WHEN DAMPER IS CLOSED IN
RESPONSE TO SMOKE OR FIRE, A MANUAL OVERRIDE SIGNAL FROM THE FIRE ALARM PANEL
SHALL OPEN THE DAMPER IF REQUIRED. DAMPER OPERATION CAPABILITIES ARE MAINTAINED
REGARDLESS OF PRESENCE OF FIRE OR SMOKE CONDITIONS.
5. MANUFACTURER: CFSD RUSKIN MODEL FSD 60 OR APPROVED EQUAL.
6. INSTALL DUCT DETECTORS (FURNISHED BY E.C.) FOR ALL CFSD'S. LOCATE DUCT DETECTORS
UPSTREAM OF THE DAMPERS IN THE DIRECTION OF AIR FLOW. COORDINATE ALL WORK WITH
ELECTRICAL CONTRACTOR.
3
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
4
AIR FLOW
CLINCH
COLLAR
MAIN DUCT.
45'
1/3 W, ----
6"MIN. W
(BRANCH r
DUCT
WIDTH)
END BEARING
AIR FLOW
J '
PROVIDE VOLUME DAMPER IN
MAIN DUCT WHEN THERE ARE
NO FURTHER BRANCH TAKE–OFFS.
HAND DAMPER REGULATOR
E WITH LOCKING TYPE
INDICATOR QUADRANT
NOTES:
1. SEE PLANS FOR DUCT SIZES.
2. SEE BALANCING DAMPER CONSTRUCTION DETAIL.
TYPICAL DETAIL OF RECTANGULAR DUCT TAP
(WITH VOLUME DAMPERS)
NOT TO SCALE
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PROJ NO: 1498.S05
SCALE:
DATE: 11-25-08
DESIGNED BY: JP
DRAWN BY: JP
CHECKED BY: MD
SHEET TITLE:
MECHANICAL
DETAILS
SHEET NO.
M-201
SHEET OF
El
O
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
5
1. GENERAL
B.
VOLUME2DAMPERS - GALVANIZED STEEL, PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS,
2. SUBMIT A CERTIFIED TEST REPORT INDICATING THE FOLLOWING:
1985, FIRST EDITION. PROVIDE BEARING AT ONE END OF DAMPER WITH ROD AND QUADRANT,
- TEMPERATURE OF AIR AT TRUNK DUCT.
U�
A.
WORK INCLUDES HVAC WORK AT DISCOVER, TERMINAL A, INTERNATIONAL DEPARTURES,
WITH LEVER AND LOCKSCREW AT OPPOSITE END. INSTALL WITH LEVERS ACCESSIBLE.
- TEMPERATURE OF AIR LEAVING OUTLETS.
ORLANDO SANFORD INTERNATIONAL AIRPORT, SANFORD, FL, 32773
- QUANTITY OF AIR AT EACH OUTLET AFTER BALANCING.
COMM
C.
ACCESS DOORS - INSULATED AND UN -INSULATED, SAME AS DUCT, MINIMUM 18"X12", UNLESS
- AIR QUANTITY AT TRUNK DUCTS MEASURED THROUGH A DUCT TRAVERSE AND
a
00
B.
ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA STATE BUILDING CODE, WITH
OTHERWISE APPROVED, HINGED WITH LATCH SIMILAR TO VENTLOCK NO. 100. DUCT ACCESS
COINCIDENT STATIC PRESSURE.
C
t-
o
LOCAL AMENDMENTS, BUILDING MANAGEMENT, ALL APPLICABLE CODES REFER TO GOAA, AND
DOORS SHALL BE PROVIDED AT ALL FIRE DAMPERS, SMOKE DAMPERS, AUTOMATIC DAMPERS,
- SUPPLY AND RETURN STATIC PRESSURE FOR ALL AIR CONDITIONING UNITS, FANS, AND
w w
ALL AUTHORITIES HAVING JURISDICTION.
UPSTREAM & DOWNSTREAM OF MECHANICAL EQUIPMENT INSTALLED IN DUCTWORK, AND WHERE
AIR FILTRATION DEVICES.
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REQUIRED FOR SERVICING, ADJUSTING AND MAINTENANCE.
- WATER QUANTITY AND TEMPERATURE AT ALL BOILERS.
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C.
PRIOR TO SUBMISSION OF HIS/HER BID, THIS CONTRACTOR SHALL VISIT THE JOB SITE TO
-FAN MOTOR AND AIR CONDITIONING UNIT AMPERAGES.
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ASCERTAIN THE ACTUAL FIELD CONDITIONS AS THEY RELATE TO THE WORK AS INDICATED ON
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THE DRAWINGS AND DESCRIBED HEREIN. DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE
1FOR ACCESS DOORS REQUIRED FOR VOLUME DAMPERS DISCONNECT SWITCHES HVAC
.
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ARCHITECT'S AND ENGINEER'S ATTENTION PRIOR TO SUBMISSION OF HIS BID, AND IF NOT
EQUIPMENT AND ACCESSORIES, MECHANICAL CONTRACTOR SHALL COORDINATE ACCESS
10. DIFFUSERS, GRILLES, AND REGISTERS
DOORS IN SHEETROCK CEILING/WALLS WITH G.C. AND ARCHITECT. THE ACCESS DOORS~
Q
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RESOLVED TO HIS SATISFACTION, SHALL BE A WRITTEN QUALIFICATION OF HIS/HER BID. AFTER
SHALL BE SPECIFIED BY THE ARCHITECT AND PROVIDED BY THE G.C.. MINIMUM
A. 4 -WAY & 3 -WAY BLOW SUPPLY AIR DIFFUSERS SHALL BE BASED ON TITUS MODEL OMNI AND
=
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THE SIGNING OF CONTRACTS, NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR DUE TO
RECOMMENDED SIZE IS 24"X24". LARGER SIZE SHALL BE PROVIDED TO FACILITATE REMOVAL
SHALL BE EQUIPPED WITH OPPOSED BLADE DAMPERS.
D
ANY MISUNDERSTANDING OF THE CONDITIONS PERTAINING TO THE SITE.Q
OF LARGER EQUPIMENT FOR REPLACEMENT.
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B. REGISTERS AND EXHAUST AIR GRILLES SHALL BE BASED ON TITUS MODEL 350RL AND SHALL
D.
PRIOR TO SUBMISSION OF HIS/HER FORMAL BID, THIS CONTRACTOR SHALL REVIEW ALL
D.
TURNING VANES - GALVANIZED STEEL, SMALL DOUBLE THICKNESS VANES, WITH 2" INSIDE
BE EQUIPPED WITH OPPOSED BLADE DAMPERS.
DRAWINGS AND SPECIFICATIONS OF THE ENTIRE PROJECT INCLUDING GENERAL CONSTRUCTION,
RADIUS.
DEMOLITION, ELECTRICAL, MECHANICAL AND PLUMBING AND HE/SHE SHALL NOTIFY THE
C. REGISTERS AND GRILLES SHALL BE COMPATIBLE WITH CEILING CONSTRUCTION IN WHICH THEY
GENERAL CONTRACTOR OF WORK REQUIRED IN HIS/HER BID WHICH IS INDICATED OR IMPLIED
E.
FLEXIBLE CONNECTIONS AT FANS SHALL BE NEOPRENE COATED GLASS FABRIC, 30 OZ. PER
ARE INSTALLED.
IN OTHER SECTIONS OF THE WORK.
SQUARE YARD WITH SEWED AND CEMENTED SEAMS, SIMILAR TO VENT FABRICS, INC.
D. FINISH SHALL BE AS SPECIFIED BY THE ARCHITECT. CONTRACTOR TO COORDINATE MOUNTING
E.
INSTALL WORK IN A NEAT WORKMANLIKE MANNER READILY ACCESSIBLE FOR OPERATION,
F.
ALL FLEXIBLE CONNECTIONS AND DUCTWORK SHALL CONFORM TO THE REQUIREMENTS FOR
TYPE WITH CEILING TYPE.
MAINTENANCE AND REPAIR.
CLASS 0 OR CLASS 1 CONNECTORS WHEN TESTED AND APPROVED IN ACCORDANCE WITH UL
J'
181/96. FLEXIBLE DUCT RUNS SHALL NOT EXCEED THREE (3) FEET IN LENGTH.
l
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F.
DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND
APPROXIMATE LOCATION OF EQUIPMENT. REFER TO ARCHITECTURAL DRAWINGS FOR ALL
G.
DUCT ELBOWS IN GALVANIZED DUCTS SHALL BE FULL RADIUS, MITERED WITH TURNING VANES,
r
dL
DIMENSIONS AND COORDINATE FINAL LOCATIONS OF DIFFUSERS, GRILLES AND REGISTERS WITH
OR SHORT RADIUS ELBOWS WITH SPLITTERS. ALL SQUARE ELBOWS, IF ACCEPTED BY ARCHITECT,
REFLECTED CEILING PLANS. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES IN SHOP
SHALL BE PROVIDED WITH TURNING VANES MAXIMUM 4 -INCH OR CENTER.
—
DRAWINGS AND AGAIN PRIOR TO COMMENCEMENT OF WORK TO AVOID CONFLICT. SUBMIT0a
0)��
COORDINATED SHOP DRAWINGS FOR REVIEW.
H.
DUCTS SHALL BE SEALED AND TESTED, CLASS B" AND PERFORM PRESSURE TEST.
CN
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G.
ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR
OW
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FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. FINAL ACCEPTANCE SHALL BE DEFINED AS
6. INSULATION
UE
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THE TIME AT WHICH THE MECHANICAL WORK IS TAKEN OVER AND ACCEPTED BY THE OWNER,
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AND IS UNDER CARE, CUSTODY AND CONTROL OF THE OWNER. ENGAGE THE SERVICES OF
AS
TESTED BY PROCEDURE ASTM -E-84, NFPA 225 AND UL 723 NOT EXCEEDING A FLAME
N,
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VARIOUS MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER START-UP AND
SPREAD
OF 25 AND SMOKE DEVELOPED INDEX OF 50.
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OPERATION OF THE AIR CONDITIONING SYSTEMS. INSTRUCT THE OWNER'S PERSONNEL IN THE
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DUCTWORK - FIBROUS GLASS BLANKET, FOIL -SCRIM KRAFT FACING, 1 -INCH THICK INSULATION
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PROPER OPERATION AND SERVICING OF THE SYSTEM.
SHALL BE APPLIED TO ALL EXISTING SUPPLY AIR DUCTWORK WHERE NOT INTERNALLY LINED,
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AND TO ALL NEW SUPPLY AIR DUCTWORK WHERE NOT INTERNALLY LINED. THE MINIMUM
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CONTRACTOR SHALL CARRY PUBLIC LIABILITY AND WORKMEN'S COMPENSATION AS REQUIRED
THERMAL RESISTANCE SHALL BE EQUIVALENT TO R-5 PER INCH OR GREATER.
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FOR THE COMPLETE INSTALLATION OF THE CONTRACT WORK. THIS CONTRACTOR SHALL SUBMIT
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SATISFACTORY PROOF TO THE OWNER OF THE AFOREMENTIONED COVERAGE.
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ACOUSTICAL DUCT LINING - PROVIDE ACOUSTICAL DUCT LINER AS FOLLOWS: 10 FEET
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DOWNSTREAM
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OF FAN POWERED/VAV BOXES, RETURN AIR 10 FEET FROM FAN, TRANSFER AIR
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"PROVIDE" IN THIS DOCUMENT MEANS FURNISH AND INSTALL.
DUCTS, OTHER DUCTWORK AS INDICATED ON PLANS.. MATERIAL SHALL BE FIBERGLASS, MINIMUM
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3 LB. DENSITY, 1 INCH THICKNESS, MAXIMUM 0.26 K FACTOR AT 75-F MEAN TEMPERATURE
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THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201
WITH NEOPRENE COATED FINISH AND STENCILED IN ACCORDANCE WITH NFPA 90. IT SHALL BE
FOURTEENTH EDITION, AUGUST 1997, AND THE ARCHITECT'S SPECIFICATIONS, AS APPLICABLE,
SIMILAR TO JOHNS -MANVILLE LINACOUSTIC, OR AN APPROVED EQUAL. ALL SOUND -LINING,
ARE PART OF THIS CONTRACT.
ADHESIVES, FACES AND ACCESSORIES TO BE APPLIED IN ACCORDANCE WITH MANUFACTURERS
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RECOMMENDATIONS, EXCEPT AS OTHERWISE NOTED.
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2. SCOPE OF WORK
7. ELECTRICAL WORK
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PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SHOP DRAWINGS AND CONTRACTOR'S SERVICES
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ELECTRICAL POWER WIRING SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. CONTROL WIRING
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NECESSARY FOR COMPLETE, SAFE INSTALLATION OF ALL WORK EXPLAINED HEREIN AND SHOWN
SHALL BE BY DIV 17 AND SHALL BE DEFINED AS ANY 12V, 24V, OR 120V WIRING INSTALLED
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ON THE DRAWINGS, IN FULL CONFORMITY WITH THE REQUIREMENTS OF ALL APPLICABLE
FOR PURPOSES OTHER THAN PROVIDING PRIMARY ELECTRICAL POWER TO EQUIPMENT.
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ELECTRICAL AND GOAA CODES AND OF ALL AUTHORITIES HAVING JURISDICTION.
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MOTOR STARTERS SHALL BE FURNISHED BY HVAC CONTRACTOR AND INSTALLED BY ELECTRICAL
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B.
SECURE CERTIFICATES PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED, CERTIFYING
CONTRACTOR. PROVIDE COMBINATION STARTER WITH FUSED DISCONNECT SWITCH AND
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COMPLIANCE OF ALL GOVERNING AUTHORITIES. CONTRACTOR TO PERFORM REQUIRED
HAND -OFF -AUTO SWITCH FOR ALL HVAC EQUIPMENT.
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CONTROLLED INSPECTION. DELIVER CERTIFICATES TO OWNER BEFORE FILING.
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8. SHOP DRAWINGS
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3. CONNECTIONS
TO EXISTING WORK
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SUBMIT SHOP STANDARDS FOR DUCT CONSTRUCTION. SUBMIT A SEPIA AND TWO (2) PRINTS OF
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PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO ENSURE
SHEET METAL AND/OR PIPING COORDINATED SHOP DRAWINGS, CERTIFIED IN WRITING BY ALL
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MINIMUM INTERFERENCE WITH REGULAR OPERATION OF EXISTING FACILITIES. ALL SYSTEM
TRADES THAT COORDINATION HAS BEEN ESTABLISHED. SUBMIT CERTIFIED EQUIPMENT CUTS WITH
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SHUTDOWNS AFFECTING OTHER AREAS SHALL BE COORDINATED WITH BUILDING OWNER.
CONSTRUCTION WIRING DIAGRAMS AND AUTOMATIC TEMPERATURE CONTROL SHOP DRAWINGS.
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SUBMIT TWO (2) BOOK -BOUND OPERATING AND SERVICE MANUALS WHICH SHALL INCLUDE
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CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER. RESTORE EXISTING
COPIES OF ALL SHOP DRAWINGS. SUBMITTAL SHALL INCLUDE, BUT NOT BE LIMITED TO THE
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WORK DISTURBED WHILE INSTALLING NEW WORK TO ACCEPTABLE CONDITION AS DETERMINED
FOLLOWING:
ARCHITECT.
- DUCTWORK AND PIPING, %" SCALE.
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- CERTIFIED AIR BALANCING REPORT.
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- DIFFUSERS, REGISTERS, GRILLES, AND VIBRATION ISOLATORS.
4. REMOVAL AND RELOCATION OF EXISTING WORK
- EQUIPMENT AND EQUIPMENT SUPPORTS (VAV BOXES, EXHAUST/RETURN FANS, PIPING,
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ETC.).
A.
DISCONNECT, REMOVE, AND/OR RELOCATE EXISTING MATERIAL, EQUIPMENT AND OTHER WORK
- AUTOMATIC TEMPERATURE CONTROLS FOR ALL EQUIPMENT, DIAGRAM AND SEQUENCE OF
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AS NOTED OR REQUIRED FOR PROPER INSTALLATION OF NEW SYSTEM. DISPOSE OF REMOVED
OPERATION WITH CATALOG CUT SHEETS OF ALL COMPONENTS.
B
MATERIAL. EQUIPMENT TO BE TURNED OVER TO OWNER UNLESS OTHERWISE SPECIFIED.
EQUIPMENT AND MATERIAL NOT ACCEPTED BY OWNER SHALL BE DISPOSED OF PROPERLY AS
9. CLEANING, BALANCING AND ADJUSTMENT
PER ALL AUTHORITIES HAVING JURISDICTION.
A.
RESTORE FINISHED SURFACE, IF DAMAGED, AND DELIVER ENTIRE INSTALLATION IN AN APPROVED
B.
REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK SHALL BE NECESSARY FOR THE
CONDITION.
SATISFACTORY PERFORMANCE OF THE GENERAL WORK. ALL EXISTING CONDITIONS ARE NOT
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COMPLETELY DETAILED ON DRAWINGS. CONTRACTOR SHALL SURVEY SITE AND MAKE ALL
B.
SET MODULATION OF OUTSIDE, RETURN AND SPILL AIR DAMPERS TO PROVIDE THE AIR
NECESSARY CHANGES REQUIRED, BASED ON EXISTING CONDITIONS, FOR PROPER INSTALLATION
QUANTITIES AS SHOWN ON DRAWINGS.
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OF NEW WORK.
C.
AIR BALANCING WORK SHALL BE PERFORMED BY AN INDEPENDENT AABC CERTIFIED COMPANY,
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GENERAL CONTRACTOR TO REMOVE ALL CEILING IN AREAS WHERE NEW DUCTWORK IS
NOT ASSOCIATED WITH THE CONTRACTOR. THE AIR BALANCING COMPANY SHALL PERFORM TEST
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INSTALLED OR EXISTING DUCTWORK IS ALTERED, AS PER ARCHITECT'S INSTRUCTIONS.
IN ACCORDANCE WITH SMACNA AND SHALL INCLUDE THE FOLLOWING:
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ALL NECESSARY CUTTING AND PATCHING FOR HVAC WORK SHALL BE PERFORMED BY THIS
1. TEST, ADJUST AND BALANCE AIR DISTRIBUTION SYSTEMS TO PROVIDE AIR QUANTITIES WITHIN
CONTRACTOR AND COORDINATED WITH BUILDING OWNER SO AS TO MINIMIZE DISRUPTION OF
PLUS OR MINUS 5%.
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EXISTING TENANTS AND SERVICES. RESTORE TO MATCH EXISTING CONDITIONS.co
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5. DUCTWORK
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RECTANGULAR AND ROUND DUCTWORK SHALL BE GALVANIZED STEEL, FABRICATED AND
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INSTALLED IN ACCORDANCE WITH SMACNA 1995 HVAC DUCT CONSTRUCTION STANDARDS -
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METAL AND FLEXIBLE; AND 1985 HVAC AIR DUCT LEAKAGE TEST MANUAL. ALL NEW AND
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EXISTING SEAMS AND JOINTS SHALL BE CAULKED AND TAPED. ALL NEW DUCT SIZES SHOWN
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ARE CLEAR INSIDE DIMENSION.
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PROJ NO:
1498.S05
SCALE:
DATE:
11-25-08
DESIGNED BY:
JP
A
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IDRAWN BY:
JP
CHECKED BY: MD
SHEET TITLE:
MECHANICAL
SPECIFICATIONS
SHEET NO.
M-301
12
3
4
5
SHEET
OF
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
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ELECTRICAL SPECIFICATIONS:
1. FURNISH ALL REQUIRED LABOR, MATERIALS, EQUIPMENT AND CONTRACTORS SERVICES NECESSARY FOR
THE COMPLETE INSTALLATION OF ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS, INCLUDING BUT NOT
LIMITED TO THE FOLLOWING:
A. LIGHT FIXTURES AND LAMPS.
B. WIRING DEVICES.
C. NEW CONDUIT AND BRANCH CIRCUIT WIRING.
D. NEW PANELBOARDS.
E. CUTTING, CHANNELLING AND CHASING REQUIRED TO ACCOMMODATE THE INSTALLATION OF ELECTRICAL
WORK AND ROUGH PATCHING.
2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK.
CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL
APPLICABLE CODES, REGULATIONS BUILDING STANDARDS AND THE BEST PRACTICE OF THE TRADE FOR THE
INSTALLATION OF ELECTRICAL WORK.
3. THE ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ORLANDO INTERNATIONAL
AIRPORT TENANT DESIGN CRITERIA, NATIONAL ELECTRICAL CODE OF THE NFPA-NEC, STANDARD OF THE
NATIONAL BOARD OF UNDERWRITERS, OSHA, THE BUILDING MANAGEMENT STANDARDS, MDAD AND ALL
AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL SECURE ALL CERTIFICATES OF REQUIRED
ORDINANCES, AND DELIVER THEM TO THE OWNER'S REPRESENTATIVE.
4. THE CONTRACTOR SHALL HAVE HAD EXPERIENCE ON AT LEAST (2) PROJECTS INVOLVING QUANTITIES AND
COMPLEXITIES AT LEAST EQUAL TO THOSE REQUIRED UNDER THIS PROJECT. THE CONTRACTOR SHALL VISIT
AND EXAMINE CAREFULLY THE AREAS AFFECTED BY THIS WORK TO BECOME FAMILIAR WITH EXISTING
CONDITIONS AND WITH DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. THE CONTRACTOR
SHALL PERFORM THIS P T SUBMITTING HIS PROPOSAL. THIS WILL BE CONSTRUED AS EVIDENCE THAT
PRIOR 0 BMITIIN S
SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,
EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN
FORESEEN HAD SUCH AN EXAMINATION BEEN MADE.
5. UPON REVIEW OF ELECTRICAL DRAWINGS PRIOR TO SUBMITTING HIS PROPOSAL, THE ELECTRICAL
CONTRACTOR SHALL INFORM THE ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES OR REQUEST
CLARIFICATION, IF NECESSARY, CONCERNING THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE A
COMPLETE ELECTRICAL INSTALLATION. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,
EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT BE FOLLOWED.
6. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT
THIS INSTALLATION. CONTRACTORS SHALL ARRANGE ALL PARTS OF THIS WORK AND EQUIPMENT IN PROPER
RELATION TO THE WORK AND EQUIPMENT OF OTHERS AND WITH BUILDING CONSTRUCTION AND
ARCHITECTURAL FINISH SO THAT IT WILL HARMONIZE IN SERVICE,AND APPEARANCE.
7. THE DRAWINGS INDICATE SIZE AND GENERAL LOCATION OF WORK. SCALED DIMENSIONS SHALL NOT BE
USED. THE EXACT LOCATION AND ELEVATION OF ALL RECEPTACLES, SWITCHES, LIGHTING FIXTURES, ETC.,
SHALL BE DETERMINED FROM THE ARCHITECTS DRAWINGS.
8. TEMPORARY LIGHT AND POWER
A. PROVIDE A TEMPORARY LIGHT AND POWER SYSTEM THROUGHOUT THE RENOVATION, IN ALL ROOMS,
AREAS, SPACES, SHAFTS, LOFTS, ATTICS AND VAULTS IN WHICH WORK IS TO BE PERFORMED AND IN ALL
ANCILLARY STRUCTURES OF A PERMANENT OR TEMPORARY NATURE WHICH ARE USED TO PROVIDE STORAGE,
EQUIPMENT, PERSONNEL OR SUPPORT SERVICES, AND A SITE LIGHTING SYSTEM TO PROVIDE A SAFE, SECURE
CONSTRUCTION SITE IN ACCORDANCE WITH OSHA REQUIREMENTS.
B. WHERE CONTRACT WORK IS TO BE PERFORMED IN EXISTING BUILDINGS, THE TEMPORARY LIGHT AND
POWER SYSTEM SHALL CONSIST OF THE USE OF THE LIGHTS, PANELS, FEEDERS, RECEPTACLES, AND BRANCH
CIRCUIT WIRING THAT PRESENTLY EXISTS IN THE BUILDING TO THE EXTENT THAT IT MEET THE NEEDS OF A
TEMPORARY LIGHT AND POWER SYSTEM. IF THESE FACILITIES DO NOT MEET DESIRED NEEDS, OR IF
CONSTRUCTION IN AN AREA OF THE EXISTING BUILDING IS EXTENSIVE, OR IF THESE EXISTING FACILITIES ARE
DEMOLISHED OR REMOVED THEN THE CONTRACTOR SHALL PROVIDE ALTERNATE TEMPORARY LIGHT AND POWER
FACILITIES IN THOSE AREAS SIMILAR TO THAT REQUIRED FOR NEW CONSTRUCTION.
9. DEMOLITION NOTES:
A. FOR ALL RENOVATED AREAS THE ELECTRICAL CONTRACTOR SHALL DISCONNECT FROM SOURCE AND
REMOVE ALL EXISTING WIRING DEVICES, LIGHTING FIXTURES, ETC WHICH ARE NOT INDICATED TO REMAIN.
COORDINATE ALL REMOVALS WITH THE ARCHITECT. THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL
CONDUITS AND WIRING LEFT ABANDONED DUE TO THE REMOVAL OF LIGHTING FIXTURES, WIRING DEVICES ETC.
ALL ABANDONED CONDUIT SHALL BE REMOVED BACK TO THE OVERCURRENT DEVICE SERVING THE DEMOLISHED
CIRCUIT.
B. ELECTRICAL CONTRACTOR SHALL MAINTAIN THE CONTINUITY OF CIRCUIT WIRING FOR EXISTING DEVICES,
ETC. THAT ARE TO REMAIN. WHERE EXISTING OUTLETS ARE NOT AT THE CIRCUIT DEAD END, PICK UP AND
EXTEND CIRCUITS TO OUTLETS TO REMAIN. THIS WORK SHALL BE PERFORMED AT NO ADDITIONAL EXPENSE TO
THE OWNER. WHERE A WIRING DEVICE IS TO BE REMOVED AND THE WALL IS TO REMAIN, THE ELECTRICAL
CONTRACTOR SHALL DISCONNECT BRANCH WIRING FROM THE SOURCE AND FILL IN THE OUTLET BOX. BLANK
PLATES WILL NOT BE PERMITTED.
C. WHERE EXISTING WIRING, WHICH IS TO REMAIN, IS LEFT EXPOSED DUE TO DEMOLITION, THE ELECTRICAL
CONTRACTOR SHALL REMOVE THE EXPOSED PORTIONS AND EXTEND NEW CONDUIT AND WIRING CONCEALED TO
OUTLETS TO REMAIN.
D. COORDINATE REMOVALS WITH OTHER TRADES WHERE APPLICABLE. REFER TO ARCHITECTURAL DRAWING
FOR AREAS WHICH ARE NOT IN CONTRACT.
E. SPARE CIRCUIT BREAKERS MADE AVAILABLE DUE TO DEMOLITION SHALL BE DESIGNATED ON PANELBOARD
DIRECTORIES.
F. THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL VOICE AND DATA WIRING LEFT ABANDONED DUE TO
DEMOLITION.
10.CUTTING AND PATCHING:
A. ALL CUTTING AND PATCHING REQUIRED FOR EQUIPMENT INCLUDED IN THESE SPECIFICATIONS SHALL BE
DONE BY THIS CONTRACTOR. IF CUTTING IS DONE DUE TO FAILURE TO PERFORM PRELIMINARY ROUGHING
WORK, THIS CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF THE ADDITIONAL PATCHING.
B. IN AREAS WHERE NEW WALLS OR PARTITIONS ARE REQUIRED THE CONTRACTOR SHALL FURNISH AND
LOCATE ALL REQUIRED SLEEVES AND INSERTS BEFORE THE WALLS OR PARTITIONS ARE CONSTRUCTED. WHERE
SLEEVES AND INSERTS WERE NOT INSTALLED OR WHERE SLEEVES AND INSERTS WERE INCORRECTLY LOCATED,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ANY REQUIRED CUTTING AND PATCHING.
C. THIS CONTRACTOR SHALL NOT DO ANY CUTTING THAT MAY IMPAIR THE STRENGTH OF BUILDING
CONSTRUCTION. NO OUTLETS, SWITCHES OR SIMILAR DEVICES SHALL BE PERMITTED TO BE CHOPPED INTO
ANY CORE WALL. NO HOLES, EXCEPT FOR SMALL SCREWS MAY BE DRILLED IN BEAMS OR OTHER STRUCTURAL
MEMBERS WITHOUT OBTAINING PRIOR APPROVAL. ALL WORK SHALL BE DONE IN A NEAT MANNER BY
MECHANICS SKILLED IN THEIR TRADES AND AS APPROVED.
11. LIGHTING FIXTURES:
GENERAL:
A. LIGHTING FIXTURES SHALL BE AS SPECIFIED ON THE LIGHTING FIXTURE SCHEDULE. ALL LIGHTING FIXTURES
AND LAMPS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR.
Sur
-INGS,
SADDLE HANGARS, AND TIE BARS SHALL BE MADE OF FORMED OR ROLLED METAL SHAPES WITH THE
REQUISITE RIGIDITY AND STRENGTH TO MAINTAIN CONTINUOUS ALIGNMENT OF THE INSTALLED FIXTURE.
B. FIXTURES SHALL BE ATTACHED TO CEILING SUPPORTING MEMBERS, AND SHALL NOT DEPEND UPON
LATHING OR PLASTER FOR ALIGNMENT OR SUPPORT. FIXTURES IN SUSPENDED CEILINGS SHALL BE SUPPORTED
BY SADDLE HANGARS OR TIE -BARS ATTACHED TO RUNNERS OR BETWEEN CROSSBARS OF CEILING SYSTEMS.
MOUNTING SPLINES OR OTHER POSITIVE MEANS OF MAINTAINING ALIGNMENT AND RIGIDITY SHALL BE
PROVIDED. SUPPORTING MEMBERS SHALL BE SURFACED PASSIVATED, AND SHALL BE PRIMED OR PAINT
DIPPED TO RESIST CORROSION. FASTENING DEVICES SHALL BE OF A POSITIVE, LOCKING TYPE, AND SHALL
NOT REQUIRE THE USE OF SPECIAL TOOLS TO APPLY OR REMOVE. TIE WIRES SHALL NOT BE USED IN PLACE
OF FASTENING DEVICES.
LIGHTING FIXTURE HOOKUP WIRE:
A. SPLICES SHALL NOT BE PERMITTED IN ANY RUN OF FIXTURE HOOKUP WIRE.
B. CONNECTIONS TO BRANCH CIRCUIT CONDUCTORS AND TO EXISTING FIXTURE WIRING SHALL BE MADE BY
INSULATED SPRING CONNECTORS OR CRIMP TYPE CONNECTORS.
LIGHTING FIXTURE LAMPS:
A. LAMPS SHALL BE THOSE MANUFACTURED BY GENERAL ELECTRIC CO. WESTINGHOUSE ELECTRIC CORP. OR
SYLVANIA ELECTRIC PRODUCTS INC.. ALL FLUORESCENT LAMPS SHALL BE WARM WHITE, WATT MISER WHERE
APPLICABLE. INCANDESCENT LAMPS SHALL BE RATED AT 125 VOLTS EXCEPT WHERE OTHERWISE NOTED.
B. THE CONTRACTOR SHALL INSTALL NEW LAMPS IN ALL NEW FIXTURES.
C. PRIOR TO THE ISSUANCE OF THE CERTIFICATION OF FINAL COMPLETION, ALL LAMPS WHICH ARE MISSING,
BROKEN OR BURNT OUT SHALL BE FURNISHED AND REPLACED BY THE ELECTRICAL CONTRACTOR TO THE
SATISFACTION OF THE ARCHITECT.
INSTALLATION AND LOCATION OF LIGHTING FIXTURES:
A. FIXTURE LOCATIONS AS INDICATED ON THE ELECTRICAL DRAWINGS ARE GENERALIZED AND APPROXIMATE.
THE CONTRACTOR SHALL CAREFULLY VERIFY FIXTURE LOCATIONS WITH ARCHITECTURAL PLANS, REFLECTED
CEILING PLANS AND OTHER REFERENCE DATA PRIOR TO INSTALLATION.
B. WIRING BETWEEN FLUORESCENT LAMPHOLDERS AND ASSOCIATED OPERATION AND STARTING EQUIPMENT
SHALL BE OF THE SAME OR HEAVIER GAUGE THAT THE LEADS FURNISHED WITH THE APPROVED TYPES OF
BALLASTS AND SHALL HAVE EQUAL OR BETTER INSULATING AND HEAT -RESISTING CHARACTERISTICS. ALL
OTHER WIRING WITHIN FLUORESCENT LIGHTING FIXTURES OR FROM THE FIXTURE TO THE SPLICE SHALL
CONFORM TO THE LATEST PUBLISHED ISSUE OF THE NATIONAL ELECTRICAL CODE.
C. UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, ALL WIRING IN CONJUNCTION WITH
INCANDESCENT FIXTURES SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE. AND
SHALL NOT BE LESS THAN NO. 16 GAUGE. WIRING SHALL BE PROTECTED WITH TAPE OR TUBING AT ALL
POINTS WHERE ABRASION IS LIABLE TO OCCUR. WIRING SHALL BE CONCEALED WITHIN FIXTURE CONSTRUCTION,
EXCEPT WHERE THE FIXTURE DESIGN OR MOUNTING DICTATES OTHERWISE.
D. CONNECTIONS TO TERMINALS OF LAMPHOLDERS AND OTHER ACCESSORIES SHALL BE MADE IN A NEAT
AND WORKMAN LIKE MANNER AND SHALL BE ELECTRICALLY AND MECHANICALLY SECURE WITH NO LOOSE
ENDS PROTRUDING. THE NUMBER OF WIRES EXTENDING TO OR FROM THE TERMINALS OF A LAMPHOLDER OR
OTHER ACCESSORY SHALL NOT EXCEED THE NUMBER WHICH THE ACCESSORY IS DESIGNED TO ACCOMMODATE.
E. JOINTS IN WIRING WITHIN LIGHTING FIXTURES AND CONNECTIONS OF THE FIXTURE WIRING TO THE WIRING
IN THE BUILDING SHALL BE SO SPLICED THAT THEY WILL BE MECHANICALLY AND ELECTRICALLY SECURED AND
THEN SOLDERED AND TAPED TO PROVIDE INSULATION EQUAL TO THAT OF THE CONDUCTORS BEING JOINED. IN
LIEU OF SOLDER AND TAPE, APPROVED TYPES OF ADEQUATELY INSULATED SOLDERLESS PRESSURE CRIMP
TYPE CONNECTORS MAY BE FURNISHED, PROVIDED SIZES USED, METHOD OF APPLICATION, AND TOOLS
EMPLOYED ARE IN ACCORDANCE WITH THE CONNECTOR MANUFACTURERS RECOMMENDATIONS.
12. CIRCUIT BREAKER TYPE PANELBOARDS:
A. CIRCUIT BREAKERS SHALL BE BOLTED TO THE PANELBOARD COPPER BUS BARS WHICH SHALL BE
PROPORTIONED FOR A CURRENT DENSITY OF 1000 AMPERES PER SQUARE INCH OF CROSS SECTIONAL AREA.
PROVIDE A COPPER GROUND BUS IN PANELS WHERE INDICATED. CIRCUIT BREAKERS SHALL BE QUICK -MAKE,
QUICK -BREAK COMPENSATED FOR AMBIENT TEMPERATURES AND SHALL HAVE A MINIMUM SHORT CIRCUIT
RATING OF 10,000 AMPERES SYMMETRICAL OR HIGHER WHERE NOTED.
B. CABINET SHALL BE MADE OF SHEET METAL "BENT -UP" OR RIVETED OR BOLTED TOGETHER WITH
EXTERIOR ANGLE IRON FRAME CABINET SHALL BE OF SUFFICIENT SIZE TO ALLOW A GUTTER AT LEAST 4" IN
WIDTH ENTIRELY SURROUNDING EACH SECTION OF THE BOARD. INCREASE SIZE TO ACCOMMODATE THE FEEDER
SIZE. PANELBOARDS SHALL BE SURFACE OR FLUSH TYPE AS INDICATED ON THE DRAWINGS. PANELBOARDS
SHALL BE PAINTED WITH 2 COATS OF GREY ENAMEL.
C. PROVIDE CODE GAUGE STEEL DOORS AND TRIMS FOR ALL PANEL BOARD BOXES. TRIMS SHALL BE
ATTACHED DIRECTLY TO BOX BY INDICATING TYPE CLAMPS ATTACHED THROUGH HOLES IN TRIM AND
SUPPORTING BOX FRAME. PROVIDE LOCKS AND HINGES.
BY SQUARE D GENERAL ELECTRIC OR APPROVED E
D. PANELS SHALL BE AS MANUFACTURED Q UAL. Q
E. A TYPE WRITTEN LIST OF CIRCUITS SHOWING CLEARLY THE POINTS SUPPLIED BY EACH CIRCUIT SHALL BE
INSTALLED ON THE INSIDE OF EACH PANELBOARD DOOR. THIS LIST SHALL BE MOUNTED IN A STEEL FRAME
UNDER A PLASTIC WINDOW. EACH PANEL SHALL BE EXTERNALLY TAGGED WITH A PERMANENT LAMACOID
PLATE INDICATING PANEL IDENTIFICATION AND VOLTAGE.
F. PHASE LEGS OF ALL PANELS (NEW AND EXISTING) SHALL BE BALANCED AT SUPPLY POINT. ANY PANEL
FOUND WITH UNBALANCED LOADS SHALL HAVE ITS CIRCUITS REARRANGED AS REQUIRED TO BALANCE PHASE
LEGS.
13. SAFETY SWITCHES:
A. UNLESS OTHERWISE NOTED, SWITCHES SHALL BE "QUICK MAKE", "QUICK BREAK", HEAVY DUTY TYPE
SAFETY SWITCHES FUSED OR NON FUSED AS INDICATED ON THE DRAWINGS. PROVIDE ALL FUSES AS
INDICATED OR REQUIRED BY EQUIPMENT MANUFACTURER.
B. SWITCHES SHALL BE AS MANUFACTURED BY GENERAL ELECTRIC, ITE, WESTINGHOUSE, OR SQUARE D
C. FUSES FOR SWITCHES SHALL BE CURRENT LIMITING TYPE WITH A MINIMUM INTERRUPTING CAPACITY OF
200,000 AMPERES RMS AND OF THE CONTINUOUS CURRENT RATINGS AS INDICTED ON THE DRAWINGS OR AS
RECOMMENDED BY THE MANUFACTURER.
14. RACEWAYS AND BOXES:
A. NO OUTLETS OR SWITCHES OR SIMILAR DEVICES SHALL BE PERMITTED TO BE CHOPPED INTO ANY CORE
WALL.
B. WHERE SIZES OF RACEWAYS OR BOXES ARE NOT INDICATED, THE CONTRACTOR SHALL SIZE THESE ITEMS
AS REQUIRED FOR THE INSTALLATION.
C. FLEXIBLE METAL CONDUIT SHALL BE USED FOR THE FINAL CONNECTION OF LIGHTING FIXTURES AND
WIRING DEVICES TO BE INSTALLED IN HUNG CEILINGS OR IN REMOVABLE HOLLOW METAL CONSTRUCTION.
D. ALL CONDUIT AND TUBING SHALL BE CUT SQUARE AND REAMED AT THE ENDS. RED LEAD SHALL BE
APPLIED TO ALL EXPOSED THREADS AFTER JOINTS HAVE BEEN MADE UP CLEAN AND TIGHT.
E. CONDUIT AND TUBING RUNS SHALL BE MECHANICALLY AND ELECTRICALLY CONTINUOUS FROM SERVICES
STARTING TO ALL OUTLETS. CONDUIT SHALL ENTER AND BE SECURELY CONNECTED TO CABINET, JUNCTION
BOX OR OUTLET BOX BY MEANS OF LOCKNUTS ON THE OUTSIDE AND INSIDE AND AN INSULATED BUSHING ON
THE INSIDE. IN TUBING OR FLEXIBLE METAL CONDUIT, THE ONE COMPRESSION LOCKNUT SHALL BE MADE
WRENCH -TIGHT. ALL LOCKNUTS SHALL BE THE BONDING TYPE WITH SHARP EDGES FOR DIGGING INTO THE
METAL ENCLOSURE AND SHALL BE INSTALLED IN SUCH A MANNER THAT WILL ASSURE A LOCKING AND
ELECTRICALLY CONTINUOUS INSTALLATION. LOCKNUTS AND BUSHINGS WILL NOT BE REQUIRED WHERE
CONDUITS ARE SCREWED INTO TAPPED CONNECTIONS.
F. ALL VERTICAL RUNS OF CONDUIT OR TUBING TERMINATING IN THE BOTTOM OF WALL BOXES OR CABINETS
OR SIMILAR LOCATIONS, SHALL BE PROTECTED FROM THE ENTRANCE OF FOREIGN MATERIAL PRIOR TO THE
INSTALLATION OF CONDUCTORS.
G. UNLESS OTHERWISE SPECIFIED, ALL CONDUIT AND TUBING SHALL BE INSTALLED CONCEALED. IN GENERAL,
ALL CONDUIT AND TUBING SHALL BE RUN IN HUNG CEILINGS AND FURRED SPACES WHERE THEY EXIST.
WHERE CONDUIT IS RUN EXPOSED, IT SHALL BE SECURELY SUPPORTED WITH ZINC COATED MALLEABLE IRON
PIPE STRAPS OR OTHER APPROVED METALS.
H. EVERY CONDUIT SYSTEM SHALL BE INSTALLED COMPLETE BEFORE ANY CONDUCTORS ARE DRAWN IN. WIRE
PULLING LUBRICANTS, WHEN UTILIZED, SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
UNDERWRITER'S LABORATORIES, INC., APPLICABLE TO THE SPECIFIC CONDUCTOR OR CABLE INSULA110N AND
RACEWAY MATERIAL.
I. MINIMUM CONDUIT SIZE SHALL BE 3/4". MAXIMUM SIZE FOR EMT IS 2".
J. WHERE REQUIRED AND WHERE APPROVED BY THE ARCHITECT, EXTRA DEEP OR EXTRA SHALLOW OUTLET
BOXES SHALL BE USED TO FACILITATE THE INSTALLATION OF THE CONDUIT SYSTEM.
15. ALL COMMUNICATIONS WIRING SHALL BE IN CONDUIT PER MCO REQUIREMENTS. EMPTY CONDUIT FOR NEW
TELEPHONE/COMPUTER OUTLETS IN PARTITIONS SHALL BE 1" THIN WALL RUN CONCEALED IN WALLS
WHEREVER POSSIBLE. PROVIDE LARGER CONDUITS FOR DATA/COMMUNICATION STUB -UPS WHERE INDICATED
ON THE DRAWINGS. FURNISH PULL WIRE IN CONDUITS. ALL TELEPHONE/DATA WIRING SHALL BE INCLUDED IN
THE ELECTRICAL CONTRACTOR'S BID PER VAA SPECIFICATIONS. SEE ADDITIONAL NOTES ON THIS DRAWING.
3 I 4
16. CONDUCTORS:
A. ALL CONDUCTORS SHALL BE TINNED SINGLE CONDUCTOR COPPER, TYPE THHN INSULATED, 600 VOLT
RATED INSULATION AND A MINIMUM OF 98% CONDUCTIVITY.
B. THE MINIMUM WIRE SIZE FOR BRANCH CIRCUIT WIRING SHALL BE NO. 12 AWG EXCEPT 120 VOLT CIRCUITS
OVER 100' IN LENGTH SHALL BE NO. 10 AWG.
C. CONDUCTORS NO. 10 AND LARGER SHALL BE STRANDED.
D. 120/208 VOLT SYSTEM: PHASE "A" -BLACK, PHASE "B"- RED, PHASE "C" -BLUE, NEUTRAL -WHITE;
277/480 VOLT SYSTEM: PHASE "A" -BROWN, PHASE "B" -ORANGE, PHASE "C" -YELLOW, NEUTRAL -WHITE.
E. ALL WIRES SHALL BE IDENTIFIED BY CIRCUITS IN ALL CABINETS, BOXES, WIRING TROUGHS AND OTHER
ENCLOSURES, AND AT ALL TERMINAL POINTS, I.E. RECEPTACLES ETC.. THE CIRCUIT DESIGNATIONS SHALL BE
AS SHOWN ON THE CONTRACT DRAWINGS OR AS DIRECTED BY THE ARCHITECT. TAGS SHALL BE ATTACHED
TO WIRES SO THAT THEY WILL BE READILY VISIBLE. BRADY B-500 VINYL CLOTH WIRE AND TERMINAL
MARKERS SHALL BE USED FOR ALL WIRE IDENTIFICATION.
F. LEAVE ALL WIRES WITH SUFFICIENT SLACK AT TERMINAL ENDS FOR CONVENIENT LOCATIONS TO DEVICES,
AND FOR CONVENIENT SERVICING. MAKE SPLICES IN FEEDER TAPS IN PANEL BOX GUTTERS WITH PRESSURE
TYPE CONNECTORS - BURNDY, NEPCO, OR O.Z. WITH COMPOSITION INSULATING COVERS.
G. SPLICES IN BRANCH WIRING SHALL BE TWISTED AND MADE MECHANICALLY TIGHT, THEN SECURE WITH 3M
SCOTCHLOCK OR THOMAS AND BETTS PIGTAIL CONNECTORS, CRIMP TYPE CONNECTIONS SHALL NOT BE USED.
H. THE COLOR OF SWITCH LEGS MUST MATCH PHASE CIRCUIT COLOR.
5
ELECTRICAL DEMOLITION NOTES:
1. THE CONTRACTOR SHALL VISIT THE PREMISES AND COMPARE SAME WITH A FULL SET
OF BID DOCUMENTS AND SPECIFICATIONS AND SATISFY HIMSELF OF THE CONDITIONS
EXISTING AT THE BUILDING BEFORE DELIVERY OF HIS PROPOSAL. NO ADDITIONAL
ALLOWANCE WILL BE MADE TO THE CONTRACTOR DUE TO HIS NEGLECT OR FAILURE
TO COMPLY WITH THE SPECIFIED REQUIREMENTS.
2. NOTES AND GRAPHIC REPRESENTATIONS SHALL NOT LIMIT THE EXTENT OF
DEMOLITION REQUIRED. CONTRACTOR SHALL VISIT THE SITE, CAREFULLY EXAMINE
EXISTING CONDITIONS AND SHALL PERFORM ALL DEMOLITION REQUIRED TO ACHIEVE
THE FINAL DESIGN INTENT AS REQUIRED BY THE CONTRACT DOCUMENTS. EXTENT OF
ALL DEMOLITION WORK SHALL BE COORDINATED WITH THE ARCHITECT.
3. ALL WORK REQUIRED TO REMAIN IN SERVICE BUT INTERFERING WITH THE
ALTERATIONS SHALL BE RELOCATED AND RECONNECTED USING MATERIALS AND
STANDARDS OF THIS CONTRACT.
4. EQUIPMENT AND WIRING TO BE REMOVED SHALL BE DE -ENERGIZED PRIOR TO ANY
DEMOLITION WORK. TEMPORARY LIGHTING SHALL BE PROVIDED ON THE ENTIRE
FLOOR BEING DEMOLISHED UNTIL THE WORK IS DONE.
5 EQUIPMENT INDICATED TO BE REMOVED SHALL BE TAKEN FROM THE SITE AND
CONTRACTOR, UNLESS THE CONTRACTOR ADVISES THE OWNER OF MISSING TRIMS, COVERS, ETC. PRIOR TO
THE START OF WORK.
25. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ARCHITECT FOR APPROVAL (6) SETS OF
DETAILED SHOP DRAWINGS, CATALOG CUTS AND WIRING DIAGRAMS WHERE APPLICABLE. ANY SUBSTITUTIONS
TO ELECTRICAL ITEMS DESCRIBED ON THIS CONTRACTOR WILL ONLY BE PERMITTED UPON WRITTEN APPROVAL
BY THE ARCHITECT. SHOP DRAWINGS AND CATALOG CUTS WILL BE REQUIRED FOR THE FOLLOWING:
A. LIGHT FIXTURES
B. PANELBOARD
C. FIRE ALARM DEVICES
26. ELECTRICAL CONTRACTOR SHALL PROVIDE AS-BUILTS PER MASSPORT AND TENANT STANDARDS.
CONTRACTOR FIELD MARK-UPS ARE NOT ADEQUATE.
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A
D SIZE DRAWING
ELECTRICAL DRAWING LIST
DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND ENVIRONMENTAL
17. GROUNDING:
E-101
REGULATIONS. EQUIPMENT REQUIRED TO BE TURNED OVER TO THE OWNER SHALL
E-102
C❑MMUNICATI❑N PLAN, NOTES & SPECIFICATI❑NS
BE PLACED IN A MUTUALLY ACCEPTABLE LOCATION.
A. METAL RACEWAYS, METAL ENCLOSURES OF ELECTRICAL DEVICES AND EQUIPMENT, LIGHTING STANDARDS
6.
FOR FEEDERS AND BRANCH CIRCUITS THAT ARE TO BE REMOVED - CONDUIT AND SUPPORTS SHALL BE
AND OTHER EQUIPMENT SHALL BE COMPLETELY GROUNDED IN AN APPROVED MANNER.
REMOVED TO THE PANEL OF ORIGINAL OR THE BOUNDARY OF THE PROJECT AREA. WIRING SHALL BE
B. PROPER HARDWARE FOR A COMPLETE GROUNDING SYSTEM SHALL BE INSTALLED BY THE CONTRACTOR.
REMOVED TO THE PANEL OF ORIGIN. WHERE EMPTY CONDUITS REMAIN, INSTALL A PULL STRING AND IDENTIFY
C. THE SERVICE SYSTEM NEUTRAL CONDUCTOR SHALL NOT BE BONDED TO EQUIPMENT GROUND AT ANY
AT BOTH ENDS.
POINT IN THE SYSTEM, EXCEPT AT THE SUBSTATION.
D. WHEREVER A GROUND CONDUCTOR IS REQUIRED, A SEPARATE DEDICATED GROUND WIRE SHALL BE
7.
FOR FEEDERS AND BRANCH CIRCUITS THAT ARE TO BE RE -USED -REMOVE CONDUIT AND WIRING TO
INSTALLED.
LOCATIONS WHICH AVOID CONFLICTS WITH NEW WORK. INSTALL JUNCTION BOXES, TAPE OFF CONDUCTORS
E. GROUNDFAULT PROTECTION SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND FOR ALL
AND IDENTIFY WITH PANEL AND CIRCUIT NUMBER.
RECEPTACLES AND EQUIPMENT LOCATED WITHIN 6' OF RUNNING WATER.
8.
FOR FEEDERS AND BRANCH CIRCUITS THAT ARE TO BE ABANDONED - DISCONNECT, TAPE OFF CONDUCTORS
F. GROUND WIRE REQUIRED IN ALL CONDUIT PER DGM.
AT BOTH ENDS AND IDENTIFY. PROVIDE JUNCTION BOXES AT BOTH ENDS.
9.
PROVIDE BLANK COVER PLATES AT OPEN BOXES WHERE EXISTING RECEPTACLES OR
18. WIRING DEVICES:
ELECTRICAL DEVICES ARE REMOVED FROM ENCLOSURES, INDUCTION UNITS OR
SURFACES NOT INDICATED TO BE REPAIRED OR REFINISHED.
A. WIRING DEVICES SHALL BE OF THE SPECIFICATION GRADE. ALL DEVICES SHALL BE FLUSH MOUNTED
10.
THE REMOVAL OF ALL FIRE ALARM, COMMUNICATIONS, DATA AND SECURITY
UNLESS OTHERWISE NOTED. COLOR OF DEVICE PLATE SHALL BE AS DIRECTED BY THE ARCHITECT.
B. ALL CONVENIENCE RECEPTACLES SHALL BE OF THE GROUNDING TYPE.
EQUIPMENT AND ASSOCIATED CABLING SHALL BE COORDINATED WITH BUILDING
C. SINGLE POLE TOGGLE SWITCHES SHALL BE RATED 277 VOLT, 20 AMPERES, QUIET OPERATION, COLOR OF
OPERATING PERSONNEL. EXISTING BASE BUILDING FIRE ALARM SYSTEM
DEVICE PLATE SHALL BE AS DIRECTED BY THE ARCHITECT.
SHALL REMAIN IN OPERATION DURING BOTH DEMOLITION AND CONSTRUCTION
D. SWITCH AND RECEPTACLE PLATES SHALL BE PLUMB AND SHALL FIT FLAT AGAINST THE WALL.
STAGES OF THIS PROJECT.
E. PROVIDE MULTIGANG FACEPLATES WHERE MULTIPLE SWITCHES AND/OR DIMMERS ARE INDICATED.
11.
PROVIDE ADDITIONAL SUPPORT FOR ALL EXISTING CONDUITS, LOW VOLTAGE
F. WHERE SWITCHES AND DIMMERS ARE GANGED, PROVIDE SWITCHES BY SAME MANUFACTURER AS DIMMER
CABLING AND DEVICES TO REMAIN WHICH ARE AFFECTED BY DEMOLITION OF
EXISTING CEILINGS AND PARTITIONS.
WITH MULTIGANG FACEPLATE.
12.
ALL WORK SHALL BE PROPERLY IDENTIFIED AFTER DEMOLITION, UPDATE ALL PANEL
19. FIRE ALARM SYSTEM:
SCHEDULES TO REFLECT EQUIPMENT AND CIRCUIT REMOVALS.
13.
THE WORK SHALL INCLUDE THE FURNISHINGS OF ALL MATERIAL CUTTINGS,
A. WHERE CONSTRUCTION INTERFERES WITH EXISTING FIRE ALARM EQUIPMENT, OR IT IS LOCATED ON
EXTENSIONS, CONNECTIONS, REPAIRING, ADAPTING AND OTHER WORK INCIDENTAL
EXISTING WALLS TO BE DEMOLISHED, IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO NOTIFY THE
THERE TO, TOGETHER WITH SUCH TEMPORARY CONNECTIONS AS MAY BE REQUIRED.
BUILDING OWNER AND RELOCATE IT AT THE OWNERS DIRECTION. DO NOT REMOVE F/A DEVICES UNLESS
14.
THE WORK SHALL INCLUDE THE REMOVAL OF MATERIALS AS DIRECTED. PRIOR TO
DIRECTED TO DO SO BY THE BUILDING. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO MAINTAIN FIRE ALARM
REMOVING EQUIPMENT AND MATERIALS FROM PROJECT SITE, THE OWNER'S
SPEAKERS, SMOKE DETECTORS AND OTHER FIRE SAFETY DEVICES IN OPERATION AT ALL TIMES.
MANAGER WILL INSPECT AND ADVISE WHICH ITEMS WILL BE RESTORED.
15.
REMOVAL OF EXISTING EQUIPMENT SHALL BE COORDINATED WITH REMOVAL AND
IF ANY PERMANENT BUILDING INSTALLATIONS SUCH AS SMOKE DETECTORS, CORRIDOR PA SYSTEMS, FIRE
PARTITIONS.
ALARM STATIONS, ELEVATOR SIGNS, LIGHTING IN ELECTRIC OR PORTERS CLOSETS, PIPE SHAFTS, ELECTRIC
CABS, ETC. ARE TO BE ALTERED OR RELOCATED, THE BUILDING MANAGEMENT OFFICE SHALL BE NOTIFIED
16 .
THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ASCERTAINING WHICH EXISTING
BEFORE PROCEEDING.
CIRCUITS ARE CONNECTED TO EXISTING EQUIPMENT TO REMAIN AND SHALL MAINTAIN
CONTINUITY OF SERVICE TO SUCH EQUIPMENT WITH EITHER NEW CIRCUITING OR
THE ELECTRICAL CONTRACTOR MUST COORDINATE THE COMPLETE INSTALLATION WITH THE BUILDIN'S FIRE
EXTENSION OF EXISTING CIRCUITING (TOILETS, JANITOR'S CLOSETS, SERVICE ELEVATOR
I CONTRACTOR MUST SUBMIT WIRING DAGRAMS PRODUCED BY
ALARM SYSTEM CONTRACTOR. THE ELECTRICAL L
LOBBY AND RECEPTACLES IN CORE CORRIDORS). WHERE PORTIONS OF EXISTING
THE BASE BUILDING FA CONTRACTOR) TO THE ENGINEER FOR ANY MODIFICATIONS TO THE FIRE ALARM
BRANCH CIRCUITS ARE REMOVED, MAINTAIN THE CONTINUITY OF CIRCUITING TO
SYSTEM. THE ELECTRICAL CONTRACTORS BID SHALL INCLUDE TESTING BY THE BASE BUILDING FA
REMAINING DEVICES.
CONTRACTOR.
17.
THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ASCERTAINING WHICH EXISTING
CIRCUITS ARE CONNECTED TO CONSTANT CIRCUITS (NIGHT LIGHTS, EXIT LIGHTS, ETC.).
20. ALL CONTROL WIRING ASSOCIATED WITH MECHANICAL EQUIPMENT SHALL BE PROVIDED BY THE
18.
THIS CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY LIGHT AND POWER TO
MECHANICAL CONTRACTOR.
INSURE THE SAFETY OF PERSONNEL AND POWER REQUIREMENTS OF THE VARIOUS
21. OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE RESISTANCE RATED WALLS, PARTITIONS,
TRADES.
FLOORS OR CEILINGS SHALL BE FIRE STOPPED USING APPROVED METHODS.
19.
WHEN REMOVING EXISTING ELECTRICAL AND TELEPHONE FLOOR OUTLETS, THIS CONTRACTOR SHALL PATCH
22. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF
OPENING FLUSH WITH FLOOR WITH SUITABLE MATERIALS TO MATCH EXISTING, ALSO REMOVE ALL DEBRIS AND
FINAL ACCEPTANCE OF THE INSTALLATION.
EXISTING WIRE AND CABLE NO LONGER BEING USED. THIS CONTRACTOR SHALL MAINTAIN CONTINUITY OF
23. POWER INTERRUPTION NOTE:
SERVICE TO EXISTING OUTLETS WHICH ARE TO REMAIN.
20.
THIS CONTRACTOR SHALL MAINTAIN CONTINUITY OF SERVICE TO EXISTING BUILDING
ELECTRICAL POWER MUST BE SHUT OFF PRIOR TO THE CONTRACTOR PERFORMING ANY WORK IN RACEWAYS
FIRE ALARM SYSTEM. (COORDINATED WITH BUILDING MANAGER.)
WITH LIVE ELECTRICAL CIRCUITS OR ANY OTHER LIVE ELECTRICAL CIRCUITS OR EQUIPMENT. WHEN SWITCHES
21.
THIS CONTRACTOR SHALL REMOVE ALL EXISTING POWER AND COMMUNICATION/TEL. WIRES FROM HUNG
OR CIRCUIT BREAKERS ARE OPENED FOR WORK ON ELECTRICAL EQUIPMENT OR WIRING, SIGNS OR TAGS
CEILING AND CONVECTOR SPACE THAT IS NO LONGER IN USE.
SHOULD BE INSTALLED AT THE SWITCH OR BREAKER STATING THAT WORK IS BEING PERFORMED ON THEM.
22
WHERE PRESENT WORK IS DAMAGED IN THE EXECUTION OF THIS CONTRACT, OR
INCLUDE THE TIME, DATE AND CONTRACTOR'S NAME ON THE SIGN OR TAG. IF DEVICE IS LOCKABLE IT
WHERE OPENINGS ARE LEFT DUE TO THE REMOVAL OF PIPES, EQUIPMENT OR
SHOULD BE PADLOCKED.
APPARATUS, THE SAME SHALL BE REPAIRED TO CORRESPOND IN MATERIALS,
24. FINAL CLEANUP AND FIELD TESTS:
QUALITY, SHAPE AND FINISH WITH THAT OF SIMILAR AND ADJOINING WORK, UNLESS
OTHERWISE CALLED FOR.
AFTER COMPLE11ON OF THE FINAL INSTALLATION:
23.
ALL PANELBOARDS AND ANY OTHER EQUIPMENT IN AREAS TO BE DEMOLISHED ARE
TO REMAIN UNLESS OTHERWISE NOTED.
A. THE CONTRACTOR, BEFORE FINAL ACCEPTANCE WILL BE GRANTED, SHALL CLEAN ALL LIGHTING FIXTURES,
24.
CONTRACTOR IS TO DISCONNECT AND REMOVE ONLY WIRING AND RACEWAY SERVING
GLASSWARE, PANELBOARDS, CABINETS, DEVICE PLATES AND ALL OTHER ITEMS INSTALLED UNDER THIS
FLOOR AREAS OF DEMOLITION. DO NOT REMOVE ANY BASE BUILDING HOMERUN CONDUITS.
CONTRACT AND SHALL INSURE THAT ALL DIRECTORIES ARE IN PLACE WITH COMPLETED OR REVISED
SCHEDULES AND ALL IDENTIFICATIONS AND MARKINGS OF EQUIPMENT, CABLES AND OTHER ITEMS ARE
25.
ALL LIGHTING AND POWER CIRCUITRY CONDUIT AND WIRING NO LONGER IN USE, SHALL BE REMOVED BACK
( )
COMPLETED.
TO THE PANELBOARD.
B. THE CONTRACTOR SHALL REPAIR OR REPLACE AS DIRECTED BY THE ARCHITECT, AT NO ADDITIONAL COST
26.
WHERE REMOVAL OF EXISTING ELECTRICAL EQUIPMENT WILL RESULT IN OUTAGES IN
TO THE OWNER, ANY ITEM DAMAGED DUE TO INSTALLATION, RELOCATION OR REINSTALLATION.
AREAS NOT TO BE DEMOLISHED, THE CONTRACTOR SHALL COORDINATE IN ADVANCE
C. IN ADDITION TO OTHER TESTS WHICH MAY BE REQUIRED IN THE VARIOUS OTHER DISCIPLINES, THE
AND OBTAIN THE WRITTEN APPROVAL OF THE BUILDING MANAGER.
CONTRACTOR SHALL PERFORM FIELD TESTS IN THE PRESENCE OF THE ARCHITECT, TO DEMONSTRATE THE
27.
UNLESS OTHERWISE NOTED, DISCONNECT AND REMOVE ALL EXISTING LIGHTING
RELIABILITY OF THE ELECTRICAL INSTALLATION. GIVE THE ARCHITECT 48 HOURS NOTICE IN ADVANCE OF SUCH
FIXTURES, RECEPTACLES, OUTLETS AND OTHER ELECTRICAL DEVICES ALONG WITH
TESTS. THE FOLLOWING FIELD TESTS SHALL BE PERFORMED BY THE CONTRACTOR:
ASSOCIATED WIRING, CONDUIT RACEWAYS, BOXES, AND SUPPORTS ON WALLS TO BE
1. OPERATE ALL ELECTRICAL EQUIPMENT FOR A PERIOD OF 24 HOURS, UNLESS OTHERWISE SPECIFIED BY
THE ARCHITECT.
DEMOLISHED OR WHERE IN CONFLICT WITH NEW CONSTRUCTION. EXISTING
2. SHOULD THE FOREGOING TESTS REVEAL ANY DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND RERUN
ELECTRICAL DEVICES SHALL INCLUDE, BUT NOT BE LIMITED TO, TEL/DATA OUTLETS,
THE TESTS UNTIL THE ENTIRE INSTALLATION IS SATISFACTORY IN ALL RESPECTS.
LIGHTING SWITCHES, RECEPTACLES, ETC.
D. THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING ALL PANEL TRIMS, COVERS ETC., IN
THE SPECIFIED WORK AREAS WHETHER OR NOT THE TRIMS, COVERS, ETC WERE REMOVED BY THE
CONTRACTOR, UNLESS THE CONTRACTOR ADVISES THE OWNER OF MISSING TRIMS, COVERS, ETC. PRIOR TO
THE START OF WORK.
25. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ARCHITECT FOR APPROVAL (6) SETS OF
DETAILED SHOP DRAWINGS, CATALOG CUTS AND WIRING DIAGRAMS WHERE APPLICABLE. ANY SUBSTITUTIONS
TO ELECTRICAL ITEMS DESCRIBED ON THIS CONTRACTOR WILL ONLY BE PERMITTED UPON WRITTEN APPROVAL
BY THE ARCHITECT. SHOP DRAWINGS AND CATALOG CUTS WILL BE REQUIRED FOR THE FOLLOWING:
A. LIGHT FIXTURES
B. PANELBOARD
C. FIRE ALARM DEVICES
26. ELECTRICAL CONTRACTOR SHALL PROVIDE AS-BUILTS PER MASSPORT AND TENANT STANDARDS.
CONTRACTOR FIELD MARK-UPS ARE NOT ADEQUATE.
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A
D SIZE DRAWING
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ELECTRICAL SPECIFICATI❑NS, DEM❑LITI❑N NOTES AND DRAWING LIST
E-101
ELECTRICAL POWER & LIGHTING PLANS, NOTES & DETAILS
E-102
C❑MMUNICATI❑N PLAN, NOTES & SPECIFICATI❑NS
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ELECTRICAL SCHEDULES, SYMBOL LIST & DETAILS
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POWER NOTES:
IN KICK
1. FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL RECEPTACLES, TELEPHONE AND DATA OUTLETS,
SEE ARCHITECTURAL DRAWINGS.
2. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED CONDUITS, WIRES, ARMORED CABLE AND BOXES
TO ENERGIZE EQUIPMENT AND DEVICES INDICATED.
3. ALL BRANCH WIRING SHALL BE CONCEALED IN WALLS AND ABOVE HUNG CEILING, U.O.N.
4. CONTRACTOR SHALL MAINTAIN CONTINUITY IN ALL EXISTING CIRCUITRY TO REMAIN WHICH IS AFFECTED
BY THE SCOPE OF WORK. CONTRACTOR TO FURNISH AND INSTALL ALL NECESSARY WIRES, CONDUITS
AND JUNCTION BOXES REQUIRED TO KEEP CONTINUITY.
5. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND FIELD CONDITIONS FOR CONDUITS ROUTING
AND ELECTRICAL CONNECTIONS TO OTHER TRADES' EQUIPMENT.
6. THE ELECTRICAL CONTRACTOR SHALL PATCH PAINT, AND RESTORE EXISTING CEILINGS, SOFFITS, WALLS,
AND OTHER FINISHES THAT WERE DISTURBED AND/OR DAMAGED DUE TO THEIR WORK.
7. ALL CIRCUITS ON THIS PLAN SHALL BE ROUTED TO PANEL 'BT' (#) UNLESS OTHERWISE NOTED.
8. ALL SLAB PENETRATIONS AND CORE DRILLING NEED TO BE X-RAYED BY A LICENSED TECH. AND
APPROVED BY THE BUILDING MANAGEMENT.
9. CONTRACTOR TO PROVIDE 6 -POLE MACHANICALLY HELD LIGHTING CONTACTOR. SQUARE D MODEL
#LXG800. ROUTE CIRCUITS #5, 7, 8, 9 THROUGH CONTACTOR. CONTACTOR COIL CIRCUIT SHOULD BE
BT# 14.
1 1 2
3
3
4 1 5
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
J -BOX EXTENDED INT❑/
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EXACT L❑CATION W/SIGN
VENDOR] CONTROLLED
BY TOGGLE SWITCH.
nELECTRICAL LIGHTING PLAN
SCALE:
0 4' 8' 16'
LIGHTING NOTES:
1. FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES, SWITCHES
AND JUNCTION BOXES SEE ARCHITECTURAL DRAWINGS.
2. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED CONDUIT, WIRE AND BOXES
AS WELL AS CEILING OUTLETS AND WHIPS TO ENERGIZE ALL LIGHTING FIXTURES.
3. ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS AND ABOVE HUNG
CEILING, U.O.N.
4. CONTRACTOR SHALL MAINTAIN CONTINUITY IN ALL EXISTING CIRCUITRY TO REMAIN,
WHICH IS AFFECTED BY THE SCOPE OF WORK AND PHASING. CONTRACTOR TO FURNISH
AND INSTALL ALL NECESSARY WIRES, CONDUITS AND JUNCTION BOXES REQUIRED TO
KEEP CONTINUITY.
5 LIGHTING FIXTURES USED AS NIGHT LIGHT DESIGNATED 'NL' AND EXIT LIGHTS SHALL
NOT BE SWITCHED, PROVIDE SWITCHING DUTY RATED BREAKERS.
6. ALL LIGHTING FIXTURES SHALL BE CIRCUITED TO NEW PANEL 'BT' (#) UNLESS OTHERWISE
NOTED.
POLARIZED
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UNSWITCHED LEG FIXTURES
SOURCE WALL SWITCH
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WIRING DIAGRAM - EMERGENCY LIGHTS NO SCALE
1. FIXTURES DESIGNATED FOR EMERGENCY EGRESS LIGHTING MAY BE SWITCHED OFF AS
INDICATED ON THE DRAWINGS WITHOUT ENERGIZING LAMPS THROUGH THE EMERGENCY
BATTERY PACK. WHEN NORMAL POWER FAILS EMERGENCY LIGHTS WILL BE ENERGIZED
VIA BATTERY PACK REGARDLESS OF SWITCH POSITION.
2. ALL EMERGENCY FIXTURES WHICH ARE CONTROLLED WITH A TOGGLE SWITCH MUST
BE PROVIDED WITH AN UNSWITCHED HOT LEG AS A SENSOR FOR THE INVERTER
CIRCUIT.
3. EXIT LIGHTS AND NIGHTLIGHTS SHALL BE ENERGIZED AT ALL TIMES.
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PROJ NO: 1498.S05
SCALE: 1/4" = V-0"
DATE: 11 /21MB-08
DESIGNED BY: WW
DRAWN BY: WW
CHECKED BY: JG
SHEET TITLE:
ELECTRICAL
POWER & LIGHTING
PLANS, NOTES &
DETAILS
SHEET NO.
E-101
SHEET OF
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CAMERA,
OWNER SUPPLY, CONTRACTOR INSTALL
PROVIDE 1/2' CONDUIT TO TERMINATE
W/OCTAG❑N BOX W/ROUND PLASTER
RING TO DVR. (TYP. FOR 2)
------------ ----- ____-_- -------------
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nCOMMUNICATION PLAN
SCALE: 1/4"=1'-0"
0 41 8' 16
DATA & COMMUNICATION
SPECIFICATIONS
COMMUNICATION:
1. PULL FOUR (4) YELLOW CAT5E CABLES WHICH INCLUDES ONE (1) CABLE FOR VOICE AND (3) FOR
DATA FROM BUILDING TELECOM ROOM TO CASHWRAP.
2. TERMINATE THREE (3) SEPARATE PHONE LINES INTO THREE (3) SEPARATE RJ11 JACK WALL PLATE
ON THE LOWER SECTION ON THE CASHWRAP REGISTER #1 LOCATION.
3. TERMINATE ONE (1) ADDITIONAL PHONE LINE INTO A RJ1 1 WALL PLATE ON THE LOWER SECTION OF
EACH ADDITIONAL CASHWRAP REGISTER LOCATION.
4. INDICATE WITH A LABEL EACH PHONE NUMBER ON THE RJ11 WALL PLATE.
5. CERTIFY CONTINUITY OF EACH PHONE LINE.
6. FOLLOW ALL LOCAL AND/OR BUILDING CODES AND ADJUST THE ABOVE INSTALLATION TO MEET THOSE
CODES.
DATA:
1. RUN ONE (1) 5E PATCH LINE FROM EACH REGISTER BACK TO OWNER SUPPLIED HUB LOCATED AT
LOWER SECTION AT REGISTER #1; TERMINATE WITH MALE RJ45 AT BOTH ENDS.
2. OWNER WILL PROVIDE AND INSTALL ALL CASH REGISTERS, MODEMS AND HUBS CONTRACTOR TO
COORDINATE LOCATIONS WITH OWNER.
3. ALL DATA CABLE RUN UNDER THE CASHWRAP TO BE IN CONDUIT, TERMINATE CONDUIT ON THE LOWER
SHELF AT EACH CASH REGISTER LOCATION. PROVIDE ENOUGH CABLE TO REACH TO THE TOP OF THE
CASHWRAP AND PLUG INTO THE CASH REGISTER. PROVIDE 12" OF SLACK AT THE MODEM HUB END OF
EACH CABLE.
4. LABEL EACH CABLE AT THE MODEM HUB END.
5. CERTIFY CONTINUITY OF EACH DATA CABLE.
6. FOLLOW ALL LOCAL AND/OR BUILDING CODES AND ADJUST ABOVE INSTALLATION TO MEET THOSE
CODES.
POWER:
1. PROVIDE ONE (1) QUAD 120V, 20AMP ISOLATED GROUND DEDICATED CIRCUIT ON THE LOWER
SECTION OF THE CASHWRAP AT REGISTER #1 LOCATION.
2. PROVIDE ONE (1) DUPLEX 120V, 20 AMP ISOLATED GROUND DEDICATED CIRCUIT ON THE LOWER
SECTION OF THE CASHWRAP AT EACH ADDITIONAL REGISTER.
3. CERTIFY CONTINUITY OF EACH OUTLET.
KEY
RJ11 SURFACE JACK
a RJ45 SURFACE JACK
& DUPLEX 120V, 20A, IG ISOLATED
IG GROUND, DEDICATED CIRCUIT
LEGEND
REG CASH REGISTER
CR CREDIT CARD MACHINE
TEL TELEPHONE
MOD MODEM
IG ISOLATED GROUND DUPLEX
RECEPTACLE 120V, 20A,
DEDICATED CIRCUIT. PROVIDE ONE
IG CIRCUIT AT EACH CASHWRAP
AND IN TELEPHONE CLOSET,
22" X 34" IT IS A REDUCED SIZE
Security Specification- Hudson Security System
A.Installation- Security equipment to be supplied by Hudson installed by Contractor
1. Hudson's Loss Prevention Division to Provide:
• Contact: David Ruben
Hudson Group Loss Prevention
Phone:310. 904-4377
• Items to be provided
(1) All camera cabling
(a) RG59 video with 18-2 power hybrid wire
(2) All DVR recorders (Digital Video Recorder)
(a) Manufactured by Everfocus
(3) All DVR lockboxes
(4) All Cameras
(a) Manufactured by Everfocus
(5) All Camera power supply
(a) Manufactured by Everfocus
• Final Camera placement, termination and installation to be by Hudson Los Prevention
Division
2. Responsibility of Contractor
• All work to be done per local building code requirements.
• Provide and install all power outlets, per plans
• Provide and install all conduits, junction boxes and core drilling, as required and
shown per plans
• Pull all owner supplied wringing
(1) all camera cabling runs will be continuous to termination at both ends; no
splicing will be acceptable.
• Rough in camera locations to be coordinated with Hudson Lost Prevention Division
• Contractor to provide and install one CAD5e cable from phone block to DVR location.
3.Local Building Code requirements take presidencies over this document. Report any
conflicts to the Architect.
B.Camera Placement
1. General
• Before rough in is placed make sure line of sight is unobstructed from such this as
soffits, signage, light fixtures, ect..
• Provide 2'-0" of extra cabling at each camera for final wiring and termination.
2.Power supply
• Power supply to be located next to DVR. Contact Hudson Loss Prevention for
dimensions.
3.General Store Camera Security Placement:
• Provide rough in as shown on drawings.
• Verify Camera line of sight is free from any obstructions and direct lighting.
4.Cash Register Placement:
• See attached Figure 2A, for rough -in placement.
• Before rough in placed maker sure light of sight is free and unobstructed from any
obstructions such as soffits, signage or light fixtures.
5.%• Verify Camera Line of sight is free from any obstructions and direct lighting.
rd Lid Ceiling
• Rough in requirements.
(1) Provide flush mounted Junction Box with a minimum of two feet of extra cabling
for final wiring and install.
(a) Junction box to be smaller than Diameter of Camera housing to prevent
j -box being exposed after final install.
(2) Verify final placement with Hudson Loss Prevention Division
6.T -bar
• Rough in requirements
(1) Provide one junction box 6" above suspended ceiling with 6'-0' of 1/i" or -"
flex conduit for the flexibility of final camera placement.
(a) Secure per Local building code requirements
C.DVR (Digital Video Recorder)
1. All DVR's to be located inside the Cash Wrap unless other wise specified on plans.
• If DVD located other than Cash Wrap, provide a 24" x 24" wall mounted shelve.
(1) shelf to be finished with a white melamine and located as shown or directed.
(2) shelf to be able to support a minimum of 50 pounds.
2.Power
• Provide one 15 amp fourplex outlet on a dedicated circuit. Locate on back wall
behind DVR recorder.
3.Lock Box
• Hudson Loss Prevention Division to provide Contractor with exact location, area to be
a minimum to be a minimum of 24"W x 24"D x 8"H.
• Locate a min. of 4" in front of Power outlet
• Secure box per manufactures requirements.
4.Cabling
*At DVR termination provide a minimum of 6' of extra cabling length for termination
D. Conduit requirement
1. All cabling runs to be continuous, no splicing will be acceptable.
2.Conduit with single lines
• Provide a %" or -" conduit., or minimum size allowed by local building codes.
3.Conduit with multiple lines
• At conversion of all single lines above ceiling,provide a 6"x 6" Junction box
• Where 4 cables are required be encased in a single conduit provide 1 %" diameter
conduit.
• Where 8 cables are required to be encased in a single conduit provide a 2" diameter
conduit
• Where 16 cables are required, run 2, 2" diameter conduits to house 8 cables each.
4.Core Drilling or Trenching
• If Core Drilling or Trenching will need to be provide
(1) Install per local building requirements.
(2) X-ray existing slab prior to coring floor.
WIRING NOTE:
ALL LOW VOLTAGE SECURITY, DATA, TELEPHONE
AND A/V CABLES ARE TO BE PLENUM RATED AND
INSTALLED IN CONDUIT AS A FACILITY
REQUIREMENT.
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PROJ NO: 1498.S05
SCALE: 1/4" = V-0"
DATE: 1111IMB-08
DESIGNED BY: WW
DRAWN BY: WW
CHECKED BY: JG
SHEET TITLE:
COMMUNICATION
PLAN, NOTES &
SPECIFICATIONS
SHEET NO.
E-102
SHEET OF
L
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2
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SYMBOLS LIST
SYMBOL
DESCRIPTION
PP#,I,
HOMERUN TO PANELBOARD. PANEL AND CIRCUIT NUMBERS AS INDICATED.
�--1
REMARKS;
FIXTURE DESCRIPTION
20A-277VOLT SINGLE POLE TOGGLE SWITCH - HUBBELL #1201. WHERE
PANEL DESIGNATION:
LOCATION:
U
SWITCHES ARE INDICATED, PROVIDE SINGLE MULTIGANG FACEPLATE.
2EP3GX-3BX40-W33P-
WHERE SHOWN, NUMBER INDICATES CIRCUIT NUMBER.125V-20A GENERAL
GENERAL
PURPOSE DUPLEX RECEPTACLE. HUBBELL #5362.
q IG/SS
125V -20A ISOLATED GROUND/SURGE SUPPRESSION DUPLEX RECEPTACLE,
BT
WITH LIGHT AND CONTROLLABLE ALARM. HUBBELL #IG5362S (BLUE).
Z
(PROVIDE DOUBLE DUPLEX WHERE INDICATED AS QUAD.)
QHO IZONTAL
SERVICE: 120/208 3 4
MAINS: 225 AMPS
SHOWN, NUMBER INDICATES CIRCUIT NUMBER
n
MOUNTING
TYPE:
PROVIDE MATCHING RECEPTACLE, PLUG AND CORD SET.
SURFACE
NEUTRAL
a DJ
BUS: FULL
V
(NEW)
MAJIN
CIR=REAKER:
*Hot
100 AMPS
GROUNDING: EQUIPMENT GROUND BUS: YES
FIRE ALARM SYSTEM MANUAL PULL STATION
MAJN
LUU-5 ONLY:
GENERAL
NO
c
SELECTED BY THE ARCHITECT WATTSTOPPER DW -100 OR APPROVED
} Pq Pq
ISOLATED GROUND BUS: YES
SERVICE TO:
MOUNTED OCCUPANCY SENSOR. WATT STOPPER DT -300. SEE
TRIP
NO.
A B C
NO.
TRIP
EXISTING RELOCATED
E
SERVICE TO:
LIGHTING
589
20
1
1738
2
20
1320
0
LIGHTING
LIGHTING
1000
20
3`
'<<,�� 1580
4
20
800
2,9W LED
SIGNAGE
45V LINE ARCHITECTURAL EDGE -LIT EXITS, WALL MOUNTED
*Hot
Btk/Brr
Pack Red
a) Y 3
CASE DISPLAY LIGHTING
720
20
5°'
1330
6
20
610
EM/NUEXITS
CASE DISPLAY LIGHTING
1080
20
7
Ann
1800 "t ° ' ` $q" +'
8
20
720
CASE DISPLAY LIGHTING
CASE DISPLAY LIGHTING
720
20
9
1440{,
10
20
720
HORIZONTAL IN KICKS (4)
Power
*Hot
Blk/Br
Pack Red
L
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360
20
11
720
12
20
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QUAD (1)
QUAD. (1)
360
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16
20
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SPARE
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17
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18
20
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Control Output
SPARE
0
20
19
0
20
20
0
SPARE
SPARE
0
20
21
r 0 y.,
22
20
0
1. Connect only
SPARE
the voltage being used. Cap unused
power supply wire.
2. Wire up to 10 BZ -100 s in
Parallel
3. Occupancy Sensors controlling Multiple Circuits using BZ -100.
SPACE LIGHTING CONTROL
DIAGRAM
SPARE
0
20
23
"£ 0
24
20
0
SPARE
SPARE
0
20
25
0
26
20
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SPARE
rt
SPARE
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�,4id 43a,
28
20
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SPARE
SPARE
0
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;., € r ,, 0
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20
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SPARE
SEC.1
TOTAL (VA)
DEMAND FACTORS
DEMAND LOAD (VA)
CONNECTED LIGHTING LOAD (VA):
9279
9279
125%
11598.75
CONNECTED RECEPTACLE LOAD (VA):
1080
1080
Ist 10kVA + 50% REMAINDE
1080
CONNECTED KITCHEN LOAD (VA):
0
0
80%
0
CONNECTED MISC. LOAD (VA):
200
200
100%
200
CONNECTED ELEC. HEAT LOAD (VA):
0
0
40%
0
CONNECTED A/C LOAD (VA):
0
0
80%
0
PANEL TOTAL DEMAND LOAD (kVA):
12.87875
PANEL TOTAL DEMAND LOAD (AMPS):
36
PRECENT SPARE :
25%
PANEL TOTAL AMPACITY (AMPS):
45
mad
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SYMBOLS LIST
SYMBOL
DESCRIPTION
PP#,I,
HOMERUN TO PANELBOARD. PANEL AND CIRCUIT NUMBERS AS INDICATED.
�--1
NEW CONDUIT AND WIRING, RUN CONCEALED IN WALLS OR ABOVE CEILING.
FIXTURE DESCRIPTION
20A-277VOLT SINGLE POLE TOGGLE SWITCH - HUBBELL #1201. WHERE
a
INDICATED, LOWER CASE LETTER INDICATES CONTROL. (WHERE MULTIPLE
U
SWITCHES ARE INDICATED, PROVIDE SINGLE MULTIGANG FACEPLATE.
2EP3GX-3BX40-W33P-
WHERE SHOWN, NUMBER INDICATES CIRCUIT NUMBER.125V-20A GENERAL
GENERAL
PURPOSE DUPLEX RECEPTACLE. HUBBELL #5362.
q IG/SS
125V -20A ISOLATED GROUND/SURGE SUPPRESSION DUPLEX RECEPTACLE,
0)
WITH LIGHT AND CONTROLLABLE ALARM. HUBBELL #IG5362S (BLUE).
Z
(PROVIDE DOUBLE DUPLEX WHERE INDICATED AS QUAD.)
QHO IZONTAL
15A,125V LUTRON LUMEA2 CAT#LTR-15H-BL+LT-1H-BL (BLACK) WHERE
KICK
SHOWN, NUMBER INDICATES CIRCUIT NUMBER
n
20A, 250V NEMA TYPE 6-20R RECEPTACLE FOR PLASMA SCREEN.
7f
PROVIDE MATCHING RECEPTACLE, PLUG AND CORD SET.
(iD m
JUNCTION BOX, WALL AND CEILING MOUNTED, RESPECTIVELY.
a DJ
SAFETY DISCONNECT SWITCH, FUSED AND NON-FUSED RESPECTIVELY.
V
TELEPHONE OUTLET. SEE COMMUNICATION DWG E-301 FOR EXACT
Power
LOCATION AND INFORMATION
*Hot
FIRE ALARM SYSTEM COMBINATION HORN/STROBE (BUILDING STANDARD)
®
FIRE ALARM SYSTEM MANUAL PULL STATION
�$
SMOKE DETECTOR
GENERAL
DECORATOR AUTOMATIC/MANUAL WALL SWITCH. COLOR AS
c
SELECTED BY THE ARCHITECT WATTSTOPPER DW -100 OR APPROVED
} Pq Pq
EQUAL
WHITE TRIM (40A15)
MOUNTED OCCUPANCY SENSOR. WATT STOPPER DT -300. SEE
SCEILING
WIRING DIAGRAM SHEET E-2.
A.F.F.
ABOVE FINISHED FLOOR.
RE
EXISTING RELOCATED
E
EXISTING
N
NEW
LIGHTING FIXTURE SCHEDULE
MARK
SYMBOL
MANUFACTURER
MODEL NO.
LAMP
USE & AREA
FIXTURE DESCRIPTION
B1
Power Packs
®
U
COOPER LIGHTING
2EP3GX-3BX40-W33P-
(3) 40W BIAX
GENERAL
2'X2' PARABOLIC 9 CELL ALL WHITE
1
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2EP3GX-3BX40-W33P-
3 40W BIAX
()
EMERGENCY
2'X2' PARABOLIC 9 CELL ALL WHITE
BZ -100
d
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120V-WTR-EB51
Power
SAME AS 61
*Hot
F1
O
CON -TECH LIGHTING
RL20-CTR2002-CLR-P
CLEAR SPECULAR
ALUMINUM REFLECTOR,
GENERAL
COMPACT 4" INCANDESCENT DOWNLIGHT HOUSING FOR NEW
1�
pa
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WHITE TRIM (40A15)
DOWNLIGHTS
CONSTRUCTION APPLICATIONS.
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ABOVE
SUSPENSE PENDANT IS CRYSTAL COLOR, FIXTURE IS
•
Off o
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BASE A-19 LAMP
CASHWRAP
PROVIDED WITH 6 FEET OF FIELD-CUTTABLE CABLE,
T1
0
CON -TECH LIGHTING
CTL-619-P-LA19351
() 10OW A-19
PERIMETER
WALLS
TRACK LIGHTNG
X1
MCPHILBEN
45VL W 1 RC
2,9W LED
EXIT SIGN
45V LINE ARCHITECTURAL EDGE -LIT EXITS, WALL MOUNTED
LIGHTING NOTES:
1. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR DIMENSIONED LOCATION OF ALL LIGHTING FIXTURES.
2. NO LIGHTING FIXTURE SUBSTITUTION WITHOUT WRITTEN APPROVAL OF THE ARCHITECT.
3. PROVIDE ALL REQUIRED TRIM, HOUSING, ROUGH -IN KITS ETC., FOR ALL FIXTURES APPROPRIATE FOR TYPES OF
CEILING FIXTURES WILL BE MOUNTED IN.
4. ALL LIGHTING FIXTURES ARE 120 VOLT.
5. FOR ALL EXIT LIGHTS AND EMERGENCY EGRESS LIGHTS SEE EMERGENCY LIGHTING DIAGRAM ON DRAWING E-101.
6. ALL LIGHTING FIXTURES FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. SEE ARCHITECTURAL
DRAWINGS FOR LIGHTING FIXTURE SPECIFICATIONS.
i
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDU
NG
4 1 5
CONNECT POWER PACK TO
UNSWITCHED LTG CIRCUIT (TYPICAL)
F -
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d
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Btk/Brr
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a) Y 3
Neutral
Local L
Off o
Switch a
d
Neutral
Wht
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BZ -100
b
Power
*Hot
Blk/Br
Pack Red
L
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Local L
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Switch a
d
Neutral
Wht
Red
BZ -100
a
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*Hot
Blk/Br
Pack Red
L
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WATTSTOPPER
Common
24VDC
Ceiling MTD DT -300
+24VDC
Sensor
Control Output
WATTSTOPPER
Common
24VDC
Ceiling MTD DT -300
+24VDC
Sensor
Note:
1. Connect only
the supply for
the voltage being used. Cap unused
power supply wire.
2. Wire up to 10 BZ -100 s in
Parallel
3. Occupancy Sensors controlling Multiple Circuits using BZ -100.
SPACE LIGHTING CONTROL
DIAGRAM
NOT TO SCALE
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SCALE: 1/4" = V-0"
DATE: 11/2142&08
DESIGNED BY: WW
A DRAWN BY: WW
CHECKED BY: JG
SHEET TITLE:
ELECTRICAL
SCHEDULES,
DETAILS &
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SHEET NO.
E-201
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ELECTRICAL
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E-201
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ELECTRICAL
SCHEDULES,
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