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DIVISION 1 - GENERAL REQUIREMENTS
<br />SECTION 01 1100 - SUMMARY OF WORK
<br />THE PROJECT INCLUDES THE REMODEL OF AN EXISTING OFFICE SPACE INTO A NEW A CLINIC
<br />SPACE FOR THE KPOJ DEPARTMENT. THE REMODEL WILL INCLUDE AN OFFICE AREA FOR 4
<br />PROVIDERS, CLINICAL AREA WITH 4 EXAM ROOMS, 1 MED PREP, 1 PATIENT TOILET, 1 AUDIOLOGY
<br />TESTING ROOM, 1 ULTRASOUND ROOM, AND 4 STAFF STATIONS.
<br />SECTION 01 2500 - SUBSTITUTIONS
<br />- NO PRODUCT MAY BE SUBSTITUTED WITHOUT A PRIOR SUBMITTAL TO AND
<br />APPROVAL BY THE ARCHITECT.
<br />- PRODUCTS DEEMED NOT AS AN "EQUAL"OR "BETTER" THAN THE SPECIFIED
<br />PRODUCT MAY NOT BE SUBSTITUTED.
<br />- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT SUCH
<br />SUBSTITUTION IS "EQUAL" OR "BETTER" PRIOR TO THE SUBMITTAL.
<br />- THE ARCHITECT/ ENGINEER TIME AND FEES REQUIRED TO REVIEW SUBSTITUTIONS
<br />SHALL BE PAID BY THE CONTRACTOR.
<br />- REVIEW OF SUBSTITUTION SHALL PROCEED UPON AGREEMENT AND APPROVAL OF FEES.
<br />- SUBSTITUTION SUBMITTALS CONSTITUTE USING UNNAMED MANUFACTURERS AS
<br />'OR EQUALS"
<br />- REQUEST FOR SUBSTITUTION SHALL BE REVIEWED BY THE CONTRACTOR AS EQUAL
<br />OR BETTER THAN SPECIFIED PRODUCT PRIOR TO SUBMITTAL.
<br />- ANY ADDITIONAL COST AS A RESULT OF A SUBSTITUTION SHALL BE BORNE BY THE
<br />CONTRACTOR.
<br />- UNAUTHORIZED AND UNAPPROVED SUBSTITUTION MATERIAL SHALL BE REMOVED
<br />FROM THE SITE AND REPLACED WITH SPECIFIED MATERIAL AT NO ADDITIONAL COST
<br />TO THE OWNER.
<br />SECTION 01 3119 - PROJECT MEETINGS
<br />- UNLESS OTHERWISE REQUIRED BY THE OWNER, BI-WEEKLY CONSTRUCTION
<br />MEETINGS SHALL BE ATTENDED BY THE OWNER, ARCHITECT AND CONTRACTOR.
<br />- THE CONTRACTOR SHALL WRITE THE MEETING RECORDS.
<br />- THE PURPOSE OF THE MEETING INCLUDES PROJECT PROGRESS, REVIEW OF
<br />SCHEDULE AND PROJECT VALUES, INSPECTION PROGRESS
<br />SECTION 01 3200 - CONSTRUCTION PROGRESS DOCUMENTATION
<br />- WITHIN 5 DAYS OF CONTRACT AWARD, THE CONTRACTOR SHALL
<br />PROVIDED PROJECT SCHEDULE IDENTIFYING THE FOLLOWING:
<br />- SEQUENCE OF CONSTRUCTION
<br />- LONG LEAD ITEMS
<br />- CONSTRUCTION START DATE
<br />- SUBMITTAL DATES
<br />- DELIVERY DATES
<br />- PERCENT OF COMPLETION
<br />- FINAL COMPLETION DATE
<br />- THE SCHEDULE SHALL BE REVIEWED AT EACH CONSTRUCTION MEETING
<br />SECTION 01 3300 - SUBMITTAL PROCEDURES
<br />- CONTRACTOR SHALL LABEL, REVIEW AND NOTE CHANGES ON SUBMITTALS PRIOR TO
<br />SUBMITTING TO THE ARCHITECT.
<br />- WHEN POSSIBLE, SUBMITTAL SHALL BE SUBMITTED DIGITALLY. IF SUBMITTALS
<br />CANNOT BE SUBMITTED DIGITALLY THEN:
<br />- SUBMIT SIX (6) SETS OF MANUFACTURER'S PRODUCT DATA, MATERIAL SAFETY
<br />DATA SHEETS (MSDS), SHOP DRAWINGS AND SAMPLES FOR ARCHITECT'S APPROVAL.
<br />- THE ARCHITECT SHALL PROCESS SUBMITTAL WITHIN 10 (TEN) DAYS OF SUBMITTAL
<br />RECEIPT.
<br />SECTION 01 3543 - ENVIRONMENTAL PROCEDURES
<br />- COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO
<br />WATER, AIR, SOLID WASTE AND NOISE POLLUTION.
<br />SECTION 01 4100 - REGULATORY REQUIREMENTS
<br />- PERFORM ALL WORK IN ACCORDANCE TO THE LATEST ENFORCED STATUTES,
<br />ORDINANCES, LAWS, RULES, CODES, REGULATIONS STANDARDS AND LAWFUL
<br />ORDERS OF ALL PUBLIC AUTHORITIES HAVING JURISDICTION.
<br />SECTION 01 4500 - QUALITY CONTROL
<br />- PRIOR TO INSTALLATION OF ANY WORK, THE CONTRACTOR SHALL INSPECT THE
<br />WORK CONDITIONS AND ARRANGE FOR CORRECTION AS REQUIRED OF DEFECTIVE
<br />WORKMANSHIP OR MATERIAL THAT MAY AFFECT THE WORK TO BE INSTALLED.
<br />- INSTALLATION OF NEW WORK CONSTITUTES ACCEPTANCE THAT THE WORK IN PLACES
<br />IS IN PROPER CONDITIONS AND WAIVER OF CLAIM THAT THE WORK IN PLACE IS
<br />DEFECTIVE.
<br />- ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE ATTACHED
<br />SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.
<br />- UNLESS OTHERWISE NOTED, ALL MATERIALS AND PRODUCTS SHALL BE NEW AND
<br />SPECIFICALLY FOR THE USE IN THIS PROJECT.
<br />- UNLESS OTHERWISE NOTED, CONSTRUCTION COST SHALL INCLUDE LABOR AND
<br />MATERIALS.
<br />SECTION 01 4523 - TESTING AND INSPECTING SERVICES
<br />- THE OWNER WILL EMPLOY AND PAY FOR INDEPENDENT TESTING SERVICES.
<br />- TESTING AND INSPECTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH
<br />REQUIREMENTS SPECIFIED OR INDICATED. THESE SERVICES DO NOT RELIEVE
<br />CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENT
<br />REQUIREMENTS.
<br />- SPECIFIED TESTS, INSPECTIONS, AND RELATED ACTIONS DO NOT LIMIT CONTRACTOR'S
<br />OTHER QUALITY-ASSURANCE AND -CONTROL PROCEDURES THAT FACILITATE
<br />COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS.
<br />- THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR EXCESSIVE INSPECTION
<br />COSTS INCURRED BY THE CONTRACTOR'S FAILURE TO COMPLETE THE WORK TIMELY,
<br />DEFECTIVE WORK, OVERTIME FOR THE CONTRACTOR'S CONVENIENCE.
<br />- THE CONTRACTOR SHALL PAY INSPECTION COSTS FOR ADDITIONAL TESTING DUE TO
<br />FAILURE OF MATERIALS, TESTING TO SUBSTANTIATE PROPOSED SUBSTITUTIONS,
<br />AND IF APPLICABLE, TESTING TO DETERMINE CODE COMPLIANCE FOR CONCRETE
<br />MIX DESIGNS.
<br />- THE CONTRACTOR SHALL FURNISH ALL SAMPLES FOR TESTING AS REQUIRED. INITIATE
<br />AND COORDINATE ALL TESTING INSPECTIONS AS REQUIRED IN THE CBC, TITLE 24 AND
<br />CONSTRUCTION DOCUMENTS.
<br />- EACH SIGNED AND CERTIFIED TESTING REPORT SHALL BE COPIED TO THE OWNER,
<br />CONTRACTOR AND INSPECTOR OF RECORD.
<br />- THE OWNER RESERVES THE RIGHT TO REJECT MATERIALS AND WORKMANSHIP WHICH
<br />ARE DEEMED DEFECTIVE OR REQUIRE CORRECTION.
<br />SECTION 01 5000 - TEMPORARY FACILITIES
<br />- REFER TO THE GENERAL CONDITIONS OR COORDINATE WITH THE OWNER FOR
<br />TEMPORARY FACILITIES SUCH AS POWER, WATER, TELEPHONE, SANITARY FACILITIES,
<br />FIRE AND SAFETY REQUIREMENTS, GUARDS AND BARRICADES.
<br />SECTION 01 6600 - PRODUCT STORAGE AND HANDLING REQUIREMENTS
<br />- TRANSPORT, DELIVER, HANDLE AND STORE MATERIALS AND EQUIPMENT AT THE
<br />JOB SITE IN A MANNER THAT WILL PREVENT DAMAGE, INCLUDING INTRUSIONS
<br />FROM FOREIGN MATTER AND MOISTURE.
<br />- MAINTAIN PACKAGED MATERIALS FROM MANUFACTURER'S ORIGINAL CONTAINER
<br />UNTIL SUCH TIME WHEN THEY WILL BE INSTALLED.
<br />- PROVIDE BARRICADE AND SECURITY AS REQUIRED TO PROTECT PRODUCT.
<br />- LOCAL REPRESENTATIVE FOR MAINTENANCE, REPAIR, REPLACEMENT.
<br />SECTION 01 7329 - CUTTING AND PATCHING
<br />- EXECUTE ALL CUTTING (INCLUDING EXCAVATION ), FITTING OR PATCHING TO MAKE
<br />PARTS FIT PROPERLY, TO MATCH EXISTING WHERE APPLICABLE, TO REMOVE AND/ OR
<br />REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF THE CONTRACT DOCUMENTS.
<br />SECTION 01 7400 - CLEANING AND WASTE MANAGEMENT
<br />- PREMISES SHALL BE MAINTAINED CLEAN OF WASTE, DEBRIS AND RUBBISH AT ALL TIMES.
<br />- PROVIDE ON-SITE DUMP CONTAINERS DURING THE COURSE OF CONSTRUCTION.
<br />- AT FINAL CLEANING REMOVE ALL DEBRIS FROM SITE, REMOVE ALL STAINS, MARKS,
<br />PAINT SPOTS, DUST, AND OTHER BLEMISHES AND DEFECTS.
<br />- USE ONLY CLEANING MATERIALS RECOMMENDED BY MANUFACTURERS.
<br />SECTION 01 7800 - CLOSEOUT SUBMITTALS
<br />- SUBMIT WRITTEN NOTICE TO THE ARCHITECT WHEN THE PROJECT IS SUBSTANTIALLY
<br />COMPLETED WITH A LIST OF PENDING ITEMS.
<br />- THE ARCHITECT WILL THEN MAKE INSPECTION AND DETERMINE THE EXTENT OF THE
<br />SUBSTANTIAL COMPLETION.
<br />- ANY DEFICIENCIES AND / OR INCOMPLETE WORK SHALL BE CORRECTED PRIOR TO
<br />REQUEST OF FINAL COMPLETION.
<br />- WHEN THE WORK IS CONSIDERED COMPLETE, THE CONTRACTOR SHALL SUBMIT A
<br />WRITTEN CERTIFICATION THAT THE CONTRACT DOCUMENTS HAVE BEEN REVIEWED,
<br />THE WORK HAS BEEN INSPECTED AND COMPLETED FOR COMPLIANCE WITH THE
<br />CONTRACT DOCUMENTS.
<br />- WHEN ACCEPTABLE, THE ARCHITECT WILL REQUEST THE CONTRACTOR TO SUBMIT
<br />PROJECT CLOSE-OUT.
<br />- FINAL CERTIFICATE OF PAYMENT WILL BE APPROVED AFTER THE CONTRACTOR
<br />DELIVERS THE REQUIRED WARRANTIES / GUARANTEES, FINAL CLEAN UP, PROJECT
<br />RECORD DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, WATER PURITY
<br />REPORT AND CERTIFICATE OF OCCUPANCY.
<br />SECTION 01 78 23 - OPERATION AND MAINTENANCE DATA
<br />- THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A BINDER WHICH INCLUDES
<br />ALL OPERATION MAINTENANCE MANUALS OF ALL PRODUCTS USED IN THE PROJECT.
<br />- DELIVER ALL SPECIAL TOOLS, INSTRUMENTS, ACCESSORIES AND SPARE PARTS
<br />FOR THE MAINTENANCE OF ALL PRODUCTS TO THE OWNER.
<br />SECTION 01 7836 - WARRANTIES
<br />- THE CONTRACTOR SHALL COLLECT ALL WRITTEN WARRANTIES AND GUARANTIES
<br />AND GUARANTEES INTO A BOUND BOOK AND DELIVER TO THE ARCHITECT FOR
<br />THE OWNER'S FINAL APPROVAL.
<br />- ASSEMBLE ALL MANUFACTURERS' WARRANTIES AND GUARANTEES WITH THE
<br />OWNER'S NAME AS THE BENEFICIARY , INCLUDING ALL EXTENDED WARRANTIES.
<br />- ALL WARRANTEES AND GUARANTEES, OTHER THAN MANUFACTURER'S PRINTED
<br />WARRANTEES AND GUARANTEES, SHALL BE SUBMITTED IN THE CONTRACTOR'S,
<br />SUB-CONTRACTOR, MATERIALS, SUPPLIER OR MANUFACTURER'S LETTERHEAD,
<br />STATING THE FOLLOWING INFORMATION:
<br />- WARRANTY / GUARANTEE FOR
<br />- NAME OF THE OWNER
<br />- CONTRACTOR / SUBCONTRACT / SUPPLIER / MFR'S NAME
<br />- CONTACT NAME
<br />- STATE LICENSE NO.
<br />- LOCAL REPRESENTATIVE FOR MAINTENANCE, REPAIR, REPLACEMENT
<br />SECTION 01 7839 - PROJECT RECORD DOCUMENTS
<br />- THE CONTRACTOR SHALL MAINTAIN ON SITE A SET OF CONSTRUCTION DOCUMENTS
<br />FOR THE PURPOSE OF RECORDING AS-BUILT CONDITIONS.
<br />- AT THE END OF THE PROJECT, ALL AS-BUILT DRAWINGS SHALL BE TURNED OVER
<br />TO THE ARCHITECT AS AN ELECTRONIC FILE FOR THE PRODUCTION OF RECORD
<br />DRAWINGS.
<br />- THE ARCHITECT WILL ISSUE TO THE OWNER ONE (1) ELECTRONIC FILE OF THE RECORD
<br />DRAWINGS.
<br />DIVISION 2 - EXISTING CONDITIONS
<br />SECTION 02 4119 - SELECTIVE DEMOLITION
<br />- EXAMINE THE AREA AND CONDITIONS WHERE DEMOLITION IS TO OCCUR.
<br />- IDENTIFY EXTENT OF SELECTIVE DEMOLITION AND ORGANIZE PLAN FOR DEMOLITION
<br />AND REMOVAL.
<br />- CORRECT ANY UNSATISFACTORY CONDITIONS PRIOR TO PROCEEDING WITH WORK.
<br />- ANY UTILITY SHUT OFF SHALL BE COORDINATED WITH THE OWNER AND NOTIFY THE OWNER
<br />IN WRITING A MIN. OF 7 DAYS IN ADVANCE.
<br />- MATERIALS RESULTING FROM DEMOLITION THAT ARE NOT WANTED BY THE OWNER
<br />BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT AS FOLLOWS, AND SHALL BE
<br />PROMPTLY REMOVED FROM THE PROJECT SITE. STORAGE OR SALE OF REMOVED
<br />MATERIALS WILL NOT BE PERMITTED ON PROJECT SITE OR WITHIN BUILDING. ITEMS NOT
<br />BECOMING PROPERTY OF THE CONTRACTOR INCLUDE, BUT ARE NOT NECESSARILY
<br />LIMITED TO THE FOLLOWING:
<br />- OWNER HAS FIRST SALVAGE RIGHTS TO FIXTURES, EQUIPMENT, ACCESSORIES
<br />AND DOORS REMOVED. ITEMS NOT WANTED BY THE OWNER ARE TO BE
<br />DISCARDED OFF-SITE BY CONTRACTOR.
<br />- EQUIPMENT BELONGING TO UTILITY OR PUBLIC SERVICE COMPANIES UNLESS
<br />ABANDONED BY SUCH COMPANIES.
<br />- HIDDEN VALUABLE ITEMS, BURIED ITEMS AND PROPERTY OF THIRD PERSONS.
<br />- SALVAGED EQUIPMENT AND MATERIALS NOTED FOR REUSE.
<br />OTHER ITEMS INDICATED OR OTHERWISE IDENTIFIED BY OWNER OR ARCHITECT
<br />- DURING DEMOLITION OPERATIONS, SHOULD SUSPECT ASBESTOS OR ASBESTOS-CONTAINING
<br />MATERIALS, OR OTHER MATERIAL LISTED AS A HAZARDOUS MATERIAL BY THE
<br />ENVIRONMENTAL PROTECTION AGENCY (EPA) BE DISCOVERED, NOTIFY THE OWNER AND
<br />ARCHITECT AND DISCONTINUE THAT PORTION OF WORK UNTIL FURTHER INSTRUCTED.
<br />- CONDUCT DEMOLITION OPERATIONS AND THE REMOVAL OF DEBRIS TO ENSURE MINIMUM
<br />INTERFERENCE WITH ROADS, STREETS, WALKS AND ADJACENT FACILITIES.
<br />- DO NO CLOSE OR OBSTRUCT STREETS OR WALKS WITHOUT PERMISSION FROM AUTHORITIES
<br />HAVING JURISDICTION. PROVIDE FLAGMAN WHERE PUBLIC THOROUGHFARES ARE USED FOR
<br />DEBRIS REMOVAL. MAINTAIN THOROUGHFARES FREE OF DIRT AND DEBRIS CAUSED BY
<br />DEMOLITION OR HAULING OPERATIONS.
<br />- PROTECT PORTIONS OF EXISTING BUILDING INDICATED TO REMAIN. REPAIR OR REPLACE
<br />PORTIONS OF BUILDING DAMAGED BY THIS WORK, AT NO ADDITIONAL COST.
<br />- PROVIDE TEMPORARY ENCLOSURES OR OTHER METHODS TO LIMIT DUST TRANSMISSION TO
<br />ADJACENT AREAS. PROVIDE TEMPORARY NOISE REDUCTION BARRIERS TO SEPARATE
<br />WORK AREAS FROM ADJACENT OCCUPIED ARES.
<br />- ITEMS TO BE REMOVED AND STORED DURING THE CONSTRUCTION PROCESS AS INDICATED
<br />ON THE DRAWINGS SHALL BE STORED AT THE DIRECTION OF THE OWNER.
<br />- REMOVE CONSTRUCTION AND FINISHES AS REQUIRED FOR NEW CONSTRUCTION AND
<br />TO LIMITS INDICATED ON DRAWINGS.
<br />- DURING DEMOLITION, PROTECT ADJOINING WORK FROM DAMAGE. OBSERVE AND MONITOR
<br />ADJACENT STRUCTURAL ELEMENTS. STOP WORK AND NOTIFY ARCHITECT FOR
<br />INSTRUCTIONS IF CHANGES ARE NOTED. CRACKS OR STRUCTURAL DAMAGE RESULTING
<br />FROM DEMOLITION SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER AND TO THE
<br />ARCHITECT'S/ENGINEER'S SATISFACTION.
<br />- REMOVE EXISTING FINISHES TO LIMITS INDICATED ON THE DRAWINGS WITHOUT DAMAGES
<br />TO SUBSTRATES OR ADJACENT SURFACES. INCLUDE REMOVAL OF MECHANICAL AND
<br />ELECTRICAL WORK AS APPLICABLE.
<br />- REMOVAL OF EXISTING RESILIENT FLOOR COVERINGS: REMOVE FLOOR COVERINGS AND
<br />ADHESIVE ACCORDING TO RECOMMENDATIONS IN RFCI'S "RECOMMENDED WORK
<br />PRACTICES FOR THE REMOVAL OF RESILIENT FLOOR COVERS." DO NOT USE METHODS
<br />REQUIRING SOLVENT-BASED ADHESIVE STRIPPERS.
<br />- WHERE WORK IS TO BE CUT OR REMOVED TO ACCOMMODATE NEW WORK, FORM NEAT,
<br />UNIFORM AND SMOOTH EDGES OR TERMINATIONS.
<br />- PREPARE AN ITEMIZED LIST OF MATERIAL OR EQUIPMENT FOR REUSE OR STORAGE. LIST
<br />QUANTITIES, CONDITION AND LOCATION. SUBMIT COPIES TO OWNER WITHIN
<br />SEVEN (7) DAYS OF REMOVAL OF ITEM.
<br />- REMOVE AND STORE (WHERE NOTED ON DRAWINGS) EXISTING MECHANICAL AND
<br />ELECTRICAL EQUIPMENT, INCLUDING PLUMBING FIXTURES, AS INDICATED AND REQUIRED
<br />TO COMPLETE WORK.
<br />- REMOVE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION
<br />OPERATIONS FROM PROJECT SITE. DO NOT STOCKPILE DEBRIS ON PROJECT SITE.
<br />- BURNING OF REMOVED MATERIALS FROM DEMOLISHED STRUCTURES WILL NOT BE PERMITTED
<br />ON THE PROJECT SITE.
<br />- COMPLY WITH THE CITY'S REQUIREMENT FOR CONSTRUCTION WASTE RECYCLING.
<br />- REPAIR DENTS, CRACKS, SCRATCHES AND HOLES IN EXISTING FINISHES TO REMAIN AS PART
<br />OF THE FINISHED WORK.
<br />DIVISION 4 - MASONRY
<br />(NO SECTIONS REQUIRED)
<br />DIVISION 5 - METALS
<br />SECTION 05 5000 - METAL FABRICATIONS
<br />PART 1 - GENERAL
<br />1.1 SUBMITTALS:
<br />A. GENERAL: IN COMPLIANCE WITH SECTION 01 3300 AND AS SPECIFIED HEREIN.
<br />B. SHOP DRAWINGS: INDICATE SIZES, SHAPES, FABRICATION AND INSTALLATION
<br />DETAILS FOR METAL FABRICATIONS. INDICATE ANCHORAGE TO ADJACENT
<br />SURFACES. INDICATE SHOP FINISH. WHERE SHOP PRIMER IS REQUIRED, INDICATE
<br />EXACT PRODUCT USED.
<br />C. PRODUCT DATA: SUBMIT FOR MANUFACTURED ITEMS. INDICATE MATERIALS,
<br />CONSTRUCTION, FINISHES AND INSTALLATION INSTRUCTIONS.
<br />D. WELDER CERTIFICATION: SUBMIT WELDERS' QUALIFICATIONS IN ACCORD WITH
<br />AWS D1.1 AND AWS D1.2, CURRENT WITHIN THE PREVIOUS 6 MONTHS, FOR
<br />ARCHITECT'S INFORMATION ONLY.
<br />1.2 QUALITY ASSURANCE:
<br />A. ALLOWABLE TOLERANCES: MACHINE FABRICATED, FIELD AND SHOP ASSEMBLED
<br />MECHANICAL JOINTS SHALL FIT WITHIN + -1/32". INSTALL FREESTANDING ITEMS
<br />TO + -1/4" OF PROPER POSITION. SIZES OF EACH ELEMENT OF AN ASSEMBLY
<br />SHALL BE CORRECT WITHIN 1/8"; TOTAL SIZE OF A FREESTANDING ASSEMBLY
<br />SHALL BE CORRECT WITHIN 1/2".
<br />B. APPLICABLE STANDARDS:
<br />1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), "SPECIFICATIONS
<br />FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL
<br />FOR BUILDINGS".
<br />2. AMERICAN IRON AND STEEL INSTITUTE (AISI), STANDARDS AS REFERENCED
<br />HEREIN.
<br />3. AMERICAN WELDING SOCIETY (AWS):
<br />A. AWS D1.1, "STRUCTURAL WELDING CODE -- STEEL."
<br />B. AWS D1.2, "STRUCTURAL WELDING CODE -- ALUMINUM."
<br />C. AWS B2.1, "WELDING PROCEDURE AND PERFORMANCE
<br />QUALIFICATION."
<br />4. ASTM INTERNATIONAL (ASTM), STANDARDS AS REFERENCED HEREIN.
<br />5. SOCIETY FOR PROTECTIVE COATINGS (SSPC), STANDARDS AS REFERENCED
<br /> HEREIN.
<br />6. AMERICANS WITH DISABILITIES ACT (ADA).
<br />7. UNDERWRITERS LABORATORIES (UL), STANDARDS AS REFERENCED HEREIN.
<br />C. QUALIFICATIONS OF WELDERS:
<br />1. WELDERS EMPLOYED ON THE WORK SHALL HAVE PASSED QUALIFICATION
<br />TESTS AND SHALL BE CURRENT WITHIN THE PAST 6 MONTHS IN THE
<br />POSITION FOR WHICH EMPLOYED, IN ACCORD WITH AWS D1.1 PROCEDURES.
<br />2. CONTRACTOR SHALL REQUIRE ANY WELDER TO RETAKE THE QUALIFICATION
<br />TEST WHEN, IN ARCHITECT'S OPINION, WELDER'S WORK CREATES A
<br />REASONABLE DOUBT AS TO THE WELDER'S PROFICIENCY. REQUALIFICATION
<br />TESTS SHALL BE CONDUCTED AT NO ADDITIONAL EXPENSE TO OWNER.
<br />RECERTIFICATION SHALL BE MADE TO ARCHITECT AFTER WELDER HAS
<br />PASSED THE RETEST.
<br />D. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION
<br />OF SHOP DRAWINGS AND FABRICATION, TO ENSURE FITTING OF WORK.
<br />PART 2 - PRODUCTS
<br />2.1 GENERAL REQUIREMENTS:
<br />A. MATERIALS SHALL BE FREE FROM DEFECTS IMPAIRING STRENGTH, DURABILITY OR
<br />APPEARANCE.
<br />B. FASTENERS: FASTENERS AND ANCHORS SHALL BE NON-CORROSIVE,
<br />NON-STAINING AND CONCEALED, EXCEPT AS INDICATED ON APPROVED SHOP
<br />DRAWINGS.
<br />2.2 BASIC MATERIALS:
<br />A. STRUCTURAL STEEL SHAPES: MEETING ASTM A36-08.
<br />2.3 MISCELLANEOUS CONSTRUCTION:
<br />A. PROVIDE ITEMS INDICATED OR REQUIRED TO COMPLETE THE WORK
<br />2.4 FABRICATION:
<br />A. FORM WORK TRUE TO LINE AND LEVEL WITH ACCURATE ANGLES AND SURFACES AND
<br />STRAIGHT, SHARP EDGES. FORM BENT-METAL CORNERS TO SMALLEST RADIUS
<br />POSSIBLE WITHOUT CAUSING GRAIN SEPARATION OR OTHERWISE IMPAIRING WORK.
<br />B. WELD CORNERS AND SEAMS CONTINUOUS AND IN ACCORD WITH AWS SPECIFICATIONS.
<br />CONTINUOUS AND IN ACCORD WITH AWS SPECIFICATIONS. GRIND WELDS WITHOUT
<br />WEAKENING BASE METAL. REMOVE SLAG FROM WELDS.
<br />PART 3 - EXECUTION
<br />3.01 INSTALLATION
<br />A. STEEL THRESHOLDS: FABRICATE CHANNEL OR ANGLE THRESHOLDS OF ROLLED STEEL
<br />SECTIONS OF SIZE INDICATED, GALVANIZED AFTER FABRICATION. ANCHOR INTO
<br />CONCRETE WITH COUNTERSUNK 2-UNIT CINCH ANCHOR BOLTS, UNLESS OTHERWISE
<br />INDICATED.
<br />B. COVERS:
<br />1. PROVIDE STEEL CHECKERED PLATE COVERS AND STEEL FRAMES FOR SUMPS,
<br />GREASE TRAPS, AND SAND TRAPS, AND OTHER COVERS FOR ACCESS WHERE
<br />INDICATED. FRAMES SHALL BE PROVIDED WITH MITERED AND WELDED CORNERS AND
<br />BE FITTED WITH ANCHORS AS DETAILED. COVER SHALL BE PERFORATED. EACH
<br />SECTION OF ACCESS COVER SHALL BE FURNISHED WITH STEEL PULL RINGS AND TOOL
<br />OPERATED FASTENING DEVICE. SCREWS TO FASTEN COVERS SHALL BE BRASS.
<br />DIVISION 5 - METALS
<br />SECTION 06 2000 - FINISH CARPENTRY AND MILLWORK
<br />PART 1 - GENERAL
<br />1.1 SUMMARY:
<br />A. WORK OF THIS SECTION INCLUDES FACTORY-FABRICATED WOODWORK AS FOLLOWS:
<br />1. PLASTIC LAMINATE-SURFACED COUNTERS, BASE CABINETS, LOW WALLS,
<br />WALL CABINETS, AND OPEN SHELVING.
<br />2. ROUGH AND FINISHED HARDWARE FOR THIS WORK.
<br />1.2 SUBMITTALS:
<br />A. GENERAL: IN COMPLIANCE WITH SECTION 01 3300 AND AS SPECIFIED HEREIN.
<br />B. SHOP DRAWINGS: SUBMIT FOR ARCHITECTURAL WOODWORK. INDICATE CONSTRUCTION
<br />AND INSTALLATION DETAILS, SPECIES AND GRADES OF MATERIALS, FINISHES, AND
<br />CABINET HARDWARE SELECTIONS.
<br />C. PRODUCT DATA: SUBMIT FOR CABINET HARDWARE AND SIMILAR MANUFACTURED ITEMS.
<br />SUBMIT WITH SHOP DRAWINGS.
<br />D. SAMPLES; SUBMIT AS FOLLOWS:
<br />1. FINISH SAMPLES: SUBMIT ONE SAMPLE OF EACH TYPE OF SELECTED FINISH ON
<br />SAMPLES OF SPECIES AND GRADE MATERIAL SPECIFIED.
<br />2. HARDWARE ITEMS: SUBMIT IF REQUESTED BY ARCHITECT. SAMPLES WILL BE
<br />RETURNED TO SUPPLIER.
<br />E. FIRE-RETARDANT TREATMENT CERTIFICATION: SUBMIT FOR ARCHITECT'S INFORMATION
<br />ONLY. SUBMIT CERTIFICATION BY TREATING PLANT THAT FIRE RETARDANT TREATMENT
<br />MATERIALS COMPLY WITH GOVERNING ORDINANCES AND THAT TREATMENT WILL NOT
<br />BLEED THROUGH FINISHED SURFACES.
<br />F. AWI CERTIFICATION: SUBMIT AWI QUALITY CERTIFICATION PROGRAM CERTIFICATES
<br />INDICATING THAT THE WOODWORK PROVIDED FOR THIS PROJECT COMPLIES WITH THE
<br />REQUIREMENTS OF THE AWI GRADES SPECIFIED.
<br />1.3 QUALITY ASSURANCE:
<br />A. APPLICABLE STANDARDS; COMPLY WITH THE FOLLOWING:
<br />1. STANDARDS OF THE FOLLOWING, AS REFERENCED HEREIN:
<br />A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI).
<br />B. APA THE ENGINEERED WOOD ASSOCIATION (APA).
<br />C. ASTM INTERNATIONAL (ASTM).
<br />D. AMERICAN WOOD PROTECTION ASSOCIATION (AWPA).
<br />E. HARDWOOD PLYWOOD AND VENEER ASSOCIATION (HPVA).
<br />F. NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION (NEMA).
<br />G. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA).
<br />H. UNDERWRITERS LABORATORIES, INC., (UL).
<br />2. WOOD PRODUCTS; STANDARDS OF THE U.S. DEPARTMENT OF COMMERCE,
<br />NATIONAL INSTITUTE OF STANDARDS AND TESTING:
<br />A. LUMBER: PS 20-10.
<br />B. CONSTRUCTION AND INDUSTRIAL PLYWOOD: PS 1-95
<br />3. STANDARDS FOR ARCHITECTURAL WOODWORK: ARCHITECTURAL WOODWORK
<br />INSTITUTE (AWI), "ARCHITECTURAL WOODWORK QUALITY STANDARDS, GUIDE
<br />SPECIFICATIONS AND QUALITY CERTIFICATION PROGRAM," 2005 EDITION,
<br />HEREIN REFERRED TO AS AWI STANDARDS. WORK SHALL COMPLY WITH
<br />APPLICABLE PORTIONS OF AWI STANDARDS.
<br />B. GRADE MARKS: IDENTIFY LUMBER AND PLYWOOD BY OFFICIAL GRADE MARK.
<br />1. LUMBER: GRADE STAMP SHALL CONTAIN SYMBOL OF GRADING AGENCY, MILL
<br />NUMBER OR NAME, GRADE OF LUMBER, SPECIES OR SPECIES GROUPING OR
<br />COMBINATION DESIGNATION, RULES UNDER WHICH GRADED WHERE
<br />APPLICABLE, AND CONDITION OF SEASONING AT TIME OF MANUFACTURE.
<br />2. PLYWOOD: APPROPRIATE GRADE TRADEMARK OF THE APA. INDICATE TYPE,
<br />GRADE, CLASS, IDENTIFICATION INDEX AND INSPECTION AND TESTING
<br />AGENCY MARK.
<br />3. PRESERVATIVE-TREATED WOOD PRODUCTS: PRESERVATIVE-TREATED LUMBER
<br />AND PLYWOOD SHALL BEAR THE QUALITY STANDARD STAMP OF THE
<br />APPLICATOR, INDICATING PRESERVATIVE TYPE, EXPOSURE CONDITIONS, YEAR
<br />OF TREATMENT, TREATMENT PLANT AND TREATMENT SUPERVISING AGENCY.
<br />4. FIRE-RETARDANT-TREATED WOOD PRODUCTS: FIRE-RETARDANT-TREATED
<br />LUMBER AND PLYWOOD SHALL BEAR UL STAMP OR STAMP OF OTHER
<br />APPROVED INDEPENDENT INSPECTION AGENCY, INDICATING TREATMENT
<br />TYPE OR NAME, FLAME SPREAD AND TREATMENT PLANT.
<br />5. ON COMPONENTS TO BE EXPOSED TO VIEW, GRADE MARKS SHALL BE LOCATED
<br />SO AS TO BE CONCEALED IN FINISHED WORK.
<br />C. FABRICATOR/INSTALLER QUALIFICATIONS:
<br />1. ARCHITECTURAL WOODWORK SHALL BE FABRICATED AND INSTALLED BY A
<br />SINGLE MANUFACTURER.
<br />A. FABRICATOR/INSTALLER SHALL HAVE AT LEAST FIVE YEARS
<br />SUCCESSFUL EXPERIENCE IN THE FABRICATION, FINISHING AND
<br />INSTALLATION OF ARCHITECTURAL WOODWORK OF THE TYPE AND
<br />QUANTITY REQUIRED AND, IF REQUESTED BY ARCHITECT, SHALL
<br />SUBMIT EVIDENCE OF SUCH EXPERIENCE.
<br />B. FABRICATOR/INSTALLER SHALL SUBMIT NEUTRAL PREQUALIFICATION
<br />FORM FOUND IN APPENDIX IN AWI QUALITY STANDARDS.
<br />2. FABRICATOR/INSTALLER SHALL BE A MEMBER OF AWI
<br />3. CERTIFICATION SHALL BE EVIDENCED THROUGH APPLICATION OF AWI/QUALITY
<br />CERTIFICATION PROGRAM LABELS AND/OR ISSUANCE OF AN AWI LETTER OF
<br />LICENSING FOR THE PROJECT.
<br />1.4 DELIVERY, STORAGE AND HANDLING:
<br />A. DELIVER NO WOODWORK TO PROJECT SITE UNTIL AREAS ARE READY FOR WOODWORK
<br />INSTALLATION.
<br />B. IMMEDIATELY UPON DELIVERY TO JOB SITE, PLACE WOODWORK INDOORS, PROTECTED
<br />FROM WEATHER.
<br />C. STORE WOODWORK A MINIMUM OF 6" ABOVE FLOOR ON BLOCKING AND COVER WITH
<br />WATERPROOF COVERING. PROVIDE FOR AIR CIRCULATION AND VENTILATION.
<br />STORE IN DRY, CONDITIONED SPACE.
<br />D. WRAP PREFINISHED WOODWORK IN PROTECTIVE COVERING FOR SHIPPING AND
<br />STORAGE. PROTECT FROM SUNLIGHT EXPOSURE.
<br />1.5 PROJECT CONDITIONS:
<br />A. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS TO ASCERTAIN EXACT WOODWORK
<br />SIZES. INDICATE EXACT DIMENSIONS ON SHOP DRAWINGS.
<br />B. INSTALL NO INTERIOR WOODWORK UNTIL SPACES ARE ENCLOSED, DRY AND
<br />CONDITIONED. MAINTAIN TEMPERATURE BETWEEN 55 DEGREES F. AND 80 DEGREES F.
<br />FOR 72 HOURS BEFORE BEGINNING INSTALLATION AND AFTERWARDS UNTIL DATE OF
<br />SUBSTANTIAL COMPLETION.
<br />C. MAINTAIN INTERIOR RELATIVE HUMIDITY AT THE SITE BETWEEN 25% AND 55% BEFORE,
<br />DURING, AND AFTER INSTALLATION.
<br />PART 2 - PRODUCTS
<br />2.1 BASIC MATERIALS:
<br />A. GENERAL: PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF AWI'S QUALITY
<br />STANDARD FOR EACH TYPE OF WOODWORK AND QUALITY GRADE SPECIFIED,
<br />UNLESS OTHERWISE INDICATED.
<br />B. WOOD PRODUCTS: COMPLY WITH THE FOLLOWING:
<br />1. RECYCLED CONTENT OF MEDIUM-DENSITY FIBERBOARD AND PARTICLEBOARD:
<br />POSTCONSUMER RECYCLED CONTENT PLUS ONE-HALF OF PRECONSUMER
<br />RECYCLED CONTENT NOT LESS THAN 30 PERCENT.
<br />2. LOW-EMITTING MATERIALS:
<br />A. HARDBOARD: AHA A135.4; 1/4" THICKNESS.
<br />B. MEDIUM-DENSITY FIBERBOARD: MEETING ANSI A208.2, GRADE MD;
<br />CLASS "C" FIRE HAZARD CLASSIFICATION FOR 3/4" THICKNESS,
<br />MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE.
<br />C. PARTICLEBOARD: MEETING ANSI A208.1, GRADE M-2 EXTERIOR GLUE;
<br />MAT-FORMED, MANUFACTURED OF LONG FIBERED CUTTINGS,
<br />WEIGHING MINIMUM OF 40 LBS./CU. FT.; FIRE-RETARDANT-TREATED
<br />(FR), MEETING NFPA 101; MOISTURE-RESISTANT (MR); FILLED ON
<br />FACES TO BE PAINTED, MADE WITH BINDER CONTAINING NO UREA
<br />FORMALDEHYDE.
<br />D. PLYWOOD:
<br />1) VENEER-FACED PRODUCTS (HARDWOOD PLYWOOD):
<br />HPVA HP-1 AND AWPA P17-02, MADE WITH ADHESIVE
<br />CONTAINING NO UREA FORMALDEHYDE.
<br />2) SOFTWOOD PLYWOOD: DOC PS 1, MEDIUM DENSITY
<br />OVERLAY.
<br />C. PLASTIC LAMINATES:
<br />1. ACCEPTABLE PRODUCTS:
<br />A. SEE FINISH LIST FOR SPECIFIED PRODUCT
<br />2. CONFORMING TO NEMA STANDARD LD3-2005, AS FOLLOWS:
<br />A. HORIZONTAL APPLICATIONS: GRADE HGS.
<br />B. VERTICAL APPLICATIONS: GRADE VGS.
<br />C. CABINET-LINER: GRADE CL-20.
<br />D. BACKING SHEET: GRADE BKH, UNDECORATED PLASTIC LAMINATE.
<br />E. POST-FORMING APPLICATIONS: GRADE VGP.
<br />F. CHEMICAL RESISTANT APPLICATIONS: GRADE VGP.
<br />G. SOLID COLOR APPLICATIONS: GRADE HGS.
<br />H. PROVIDE ABUSE-RESISTANT LAMINATES FOR EXPOSED PORTIONS
<br />OF THE WORK.
<br />3. COLORS, TEXTURES AND PATTERNS: AS INDICATED IN FINISH SCHEDULE
<br />IN DRAWINGS.
<br />2.2 ARCHITECTURAL CABINETS:
<br />A. ARCHITECTURAL CABINETS SHALL COMPLY WITH AWI STANDARDS, SECTION 400
<br />B. PLASTIC LAMINATE CLAD CABINETS:
<br />1. AWI QUALITY GRADE: CUSTOM.
<br />2. PANEL CORE: PARTICLEBOARD OR HARDWOOD PLYWOOD.
<br />3. FINISH ON EXPOSED SURFACES: PLASTIC LAMINATE AS SPECIFIED HEREIN.
<br />4. FINISH ON SEMI-EXPOSED SURFACES: MELAMINE SPECIFIED HEREIN.
<br />5. COMPONENT EDGES: PLASTIC LAMINATE FACED.
<br />6. CABINET CONSTRUCTION: FLUSH OVERLAY.
<br />C. COUNTER TOPS:
<br />1. PLASTIC LAMINATE AND AS SPECIFIED HEREIN.
<br />2. CORIAN AS SPECIFIED IN SOLID SURFACING FABRICATIONS SECTION.
<br />2.3 MISCELLANEOUS WOODWORK:
<br />A. COMPLY WITH AWI STANDARDS AS FOLLOWS:
<br />1. SHELVING: SECTION 6, CUSTOM GRADE.
<br />2. BACKSPLASH: SECTION 6, CUSTOM GRADE.
<br />DIVISION 3 - CONCRETE
<br />SECTION 03 8215 – CONCRETE CORING AND LEVELING
<br />PART 1 – GENERAL
<br />1.1 SUMMARY:
<br />A. WORK OF THIS SECTION INCLUDES CORING OF EXISTING CONCRETE SLABS AS
<br />REQUIRED; FILLING AND TRANSITION TAPERING AND FEATHER EDGING OF EXISTING
<br />INTERIOR SUBFLOOR SURFACES TO PROVIDE SUBSTRATES MEETING REQUIREMENTS
<br />SPECIFIED AND SUITABLE TO RECEIVE NEW FINISH FLOOR MATERIALS.
<br />B. RELATED WORK:
<br />1. CUTTING AND PATCHING.
<br />2. SELECTIVE DEMOLITION FOR REMODELING
<br />1.2 ACTION SUBMITTALS:
<br />A. SHOP DRAWINGS:
<br />1. CONCRETE CORING: SUBMIT SHOP DRAWINGS INDICATING:
<br />A. NEW CORE LOCATIONS AND SIZES;
<br />B. EXISTING CORE OR OPENING LOCATIONS AND SIZES, ADJACENT TO
<br />NEW CORE LOCATIONS;
<br />C. EXISTING CONCRETE REINFORCEMENT LAYOUT AND ORIENTATION,
<br />ADJACENT TO NEW CORE LOCATIONS.
<br />2. LEVELING: SUBMIT SHOP DRAWINGS INDICATING:
<br />A. CORING LOCATIONS AND SIZES, SUBFLOOR ELEVATIONS AND
<br />DEGREE OF CORRECTIVE WORK REQUIRED FOR FILLING, LEVELING
<br />AND TRANSITIONING.
<br />B. MAKE DRAWINGS ON COPIES OF FLOOR PLANS TAKEN FROM THE
<br />DRAWINGS.
<br />C. INDICATE SPOT ELEVATIONS OF EXISTING SUBSTRATES AND RELATE,
<br />PLUS OR MINUS, TO REQUIRED ELEVATIONS FOR EACH FLOOR.
<br />D. INDICATE THE MAXIMUM DEPTH OF THE FILL AND TRANSITION
<br />MATERIAL AND TYPE OF PROPOSED MATERIAL.
<br />B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRINTED PRODUCT DATA FOR FLOOR
<br />FILLING AND TRANSITIONING COMPOUNDS. INDICATE METHODS OF MIXING AND
<br />APPLICATION FOR DEPTHS PROPOSED FOR THE WORK, AND REQUIREMENTS FOR
<br />SUBSURFACE PREPARATION.
<br />1.3 INFORMATIONAL SUBMITTALS:
<br />A. CERTIFICATION: SUBMIT CERTIFICATION OF COMPATIBILITY BETWEEN FILLING AND
<br />TRANSITIONING COMPOUNDS AND FINISH FLOORING MATERIALS TO BE ADHERED TO
<br />FLOOR SURFACES.
<br />1.4 QUALITY ASSURANCE
<br />A. APPLICABLE STANDARDS; STANDARDS OF THE FOLLOWING AS REFERENCED HEREIN:
<br />1. ASTM INTERNATIONAL (ASTM).
<br />2. FACTORY MUTUAL (FM).
<br />B. MANUFACTURER'S QUALIFICATIONS:
<br />1. MANUFACTURER OF FLOOR FILLING AND TRANSITIONING COMPOUNDS SHALL
<br />SUBMIT EVIDENCE OF FORMULATING AND MARKETING SUCH PRODUCTS FOR
<br />A PERIOD OF NOT LESS THAN FIVE YEARS. MANUFACTURER SHALL SUBMIT
<br />SIMILAR EVIDENCE OF SATISFACTORY COMPLETION OF WORK OF SIMILAR
<br />SCOPE USING THE PRODUCTS SUBMITTED FOR THIS PROJECT.
<br />2. MANUFACTURER SHALL PROVIDE TECHNICAL PERSONNEL FOR ON-SITE
<br />INSPECTION AND RECOMMENDATIONS FOR MATERIAL USAGE AND SURFACE
<br />PREPARATION.
<br />C. INSTALLER QUALIFICATION: INSTALLER SHALL BE A FIRM REGULARLY ENGAGED IN THE
<br />FILLING AND TRANSITIONING OF EXISTING CONCRETE FLOOR SURFACES. INSTALLER
<br />SHALL HAVE NOT LESS THAN FIVE YEARS EXPERIENCE AND SHALL SUBMIT EVIDENCE
<br />OF SATISFACTORY COMPLETION OF WORK OF SIMILAR SCOPE. INSTALLER SHALL BE
<br />TRAINED AND APPROVED BY MATERIALS MANUFACTURER.
<br />1.5 DELIVERY, STORAGE AND HANDLING:
<br />A. DELIVER MATERIALS IN ORIGINAL UNOPENED CONTAINERS DISPLAYING PRODUCT
<br />NAME, TYPE, GRADE AND MIXING INSTRUCTIONS.
<br />B. STORE MATERIALS IN DRY, COVERED STORAGE, OFF GROUND.
<br />C. STORE FLAMMABLE MATERIALS IN DRY, COOL STORAGE AREA, AWAY FROM FIRE,
<br />FLAME OR SOURCE OF IGNITION.
<br />1.6 PROJECT/SITE CONDITIONS:
<br />A. COMPLY WITH MANUFACTURER'S PRINTED PRODUCT DATA REGARDING
<br />ENVIRONMENTAL CONDITIONS FOR FLOOR COMPOUNDS.
<br />B. PROTECT ADJACENT MATERIALS FROM COMPOUNDS. REMOVE DISPLACED MATERIALS.
<br />PART 2 - PRODUCTS
<br />2.1 HYDRAULIC CEMENT FILLING, LEVELING AND TRANSITION COMPOUND:
<br />A. ACCEPTABLE MANUFACTURERS AND MATERIALS:
<br />1. ARDEX, INC., ARDEX K-15 SELF-LEVELING UNDERLAYMENT CONCRETE.
<br />2. BONSAL/PROSPEC, INC., PROSPEC LEVEL SET 300 UNDERLAYMENT.
<br />3. DAYTON SUPERIOR, LEVEL LAYER PREMIUM SELF-LEVELING UNDERLAYMENT.
<br />4. MAPEI CORP., ULTRAPLAN 1 PLUS.
<br />B. CHARACTERISTICS:
<br />1. TYPE: HIGH STRENGTH, FAST-SETTING, NON-SHRINK CEMENTITIOUS
<br />UNDERLAYMENT.
<br />2. THICKNESS: AS INDICATED; FROM FEATHER-EDGE TO 1-1/2" WITHOUT
<br />AGGREGATE; TO 5" WITH AGGREGATE.
<br />3. AGGREGATE FOR FILL OVER 1-1/2" THICK: AS RECOMMENDED BY FILL
<br />MATERIAL MANUFACTURER.
<br />4. COMPRESSIVE STRENGTH: MINIMUM 4100 PSI AT 28 DAYS IN ACCORD WITH
<br />ASTM C109- 13.
<br />5. FLEXURAL STRENGTH: MINIMUM 1,000 PSI AT 28 DAYS WHEN TESTED IN
<br />ACCORD WITH ASTM C348-08.
<br />6. FLAMMABILITY: CLASS A WHEN TESTED IN ACCORD WITH ASTM E84-13A.
<br />7. PRIMERS AND ADDITIVES: AS RECOMMENDED BY FILL MATERIAL
<br />MANUFACTURER.
<br />C. PRIMERS AND ADDITIVES: AS RECOMMENDED BY UNDERLAYMENT MATERIAL
<br />MANUFACTURER.
<br />D. SAND: CLEAN, COURSE ANGULAR FINE AGGREGATE MEETING ASTM C33-08 MEETING
<br />UNDERLAYMENT MANUFACTURER’S PRODUCT DATA.
<br />E. WATER: CLEAN, POTABLE, FREE OF DELETERIOUS MATERIALS.
<br />F. SEALER: TYPE AND BRAND RECOMMENDED BY UNDERLAYMENT MANUFACTURER.
<br />SECTION 03 8215 – CONCRETE CORING AND LEVELING (CONT.)
<br />3.2 PREPARATION
<br />A. PREPARATION:
<br />1. PREPARE SUBSTRATES TO RECEIVE MANUFACTURED FLOOR UNDERLAYMENT
<br />SYSTEM IN ACCORD WITH MANUFACTURER'S PRODUCT DATA SUBMITTED TO
<br />AND APPROVED BY ARCHITECT.
<br />2. CLEAN SUBSTRATES OF ADHESIVES, OIL, GREASE, LOOSE OR FOREIGN
<br />MATERIALS AND SUBSTRATES WHICH WOULD IMPAIR BOND.
<br />3. PRIOR TO INSTALLING UNDERLAYMENT MATERIALS, PROVIDE TEMPORARY
<br />DAMS TO PREVENT LIQUID MATERIALS FROM MIGRATING THROUGH FLOORS
<br />OR ONTO ADJACENT CONSTRUCTION.
<br />4. CUT OR GRIND MINOR PROTRUSIONS AND OFFSETS IN THE STRUCTURAL
<br />SLAB WHICH WILL NOT ADVERSELY AFFECT THE STRUCTURAL PERFORMANCE
<br />OF THE SLAB. PROPOSED CUTTING OR GRINDING AREAS SHALL BE
<br />IDENTIFIED ON LAYOUT PLAN AND SHALL BE APPROVED PRIOR TO
<br />PERFORMING THE WORK.
<br />B. MOISTURE TESTING: PERFORM ANHYDROUS CALCIUM CHLORIDE TEST, ASTM F1869-11.
<br />PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES DO NOT EXCEED A MAXIMUM
<br />MOISTURE-VAPOR-EMISSION RATE OF 3 LB. OF WATER/1000 SQ. FT. IN 24 HOURS.
<br />3.3 FLOOR UNDERLAYMENT APPLICATION:
<br />A. ALL INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
<br />RECOMMENDATIONS.
<br />B. MIX AND APPLY MINIMUM 1" UNDERLAYMENT IN ACCORD WITH MANUFACTURER'S
<br />PRODUCT DATA.
<br />C. INSTALL UNDERLAYMENT SYSTEM TO TOLERANCE OF +1/8" IN 10'-0", FREE OF VOIDS,
<br />HOLES AND IRREGULARITIES WHICH WOULD ADVERSELY AFFECT FINISH FLOORING.
<br />D. INSTALL TRANSITION MATERIAL TO PROVIDE FEATHEREDGE, EXTENDED TAPERS OR
<br />SLOPES AS INDICATED ON DRAWINGS AND ELEVATIONS. INSTALL SLOPES AND TAPERS
<br />TO TOLERANCE OF ±1/8" IN 10'-0" SMOOTHNESS.
<br />E. ACHIEVE FINISH ELEVATIONS AND TOLERANCES INDICATED. USE COMPOUNDS FOR
<br />FULL THICKNESSES OF UNDERLAYMENT REQUIRED. PROVIDE SCREEDS TO ACHIEVE
<br />FINISHED ELEVATIONS.
<br />3.4 FIELD TESTING:
<br />A. SLUMP TESTS: USING A 2" BY 4" CYLINDER, SLUMP TEST UNDERLAYMENT COMPOUND
<br />PRIOR TO UNDERLAYMENT APPLICATION, USING SAME MATERIAL AND BATCH AS THAT
<br />PREPARED FOR UNDERLAYMENT. DIAMETER OF SLUMP SHALL BE 7-1/2", ± 1/2".
<br />B. SAMPLES FOR CURED COMPRESSIVE STRENGTH TESTING:
<br />1. TAKE SAMPLE CUBES OF UNDERLAYMENT COMPOUND FOR TESTING DURING
<br />INITIAL INSTALLATION, IN ACCORD WITH MANUFACTURER'S PRODUCT DATA.
<br />2. TEST SAMPLES FOR SPECIFIED COMPRESSIVE STRENGTH IN ACCORD WITH
<br />MODIFIED ASTM C109-12.
<br />C. FAILURE OF CONCRETE TOPPING TO BOND TO SUBSTRATE (AS EVIDENCED BY A
<br />HOLLOW SOUND WHEN TAPPED), OR DISINTEGRATION OR OTHER FAILURE OF TOPPING
<br />TO PERFORM AS A FLOOR FINISH, WILL BE CONSIDERED FAILURE OF MATERIALS AND
<br />WORKMANSHIP. REPAIR OR REPLACE TOPPINGS IN AREAS OF SUCH FAILURES, AS
<br />DIRECTED.
<br />3.5 PROTECTION:
<br />A. UNLESS INDICATED IN MANUFACTURER’S INSTRUCTIONS, ALLOW LIGHT TRAFFIC IN
<br />POUR AREAS IN A MINIMUM OF TWO HOURS AFTER APPLICATION. ALLOW HEAVY
<br />TRAFFIC IN A MINIMUM OF FOURTEEN DAYS.
<br />B. PROTECT CURED COMPOUNDS FROM HEAVY OR WHEELED LOADS DURING REMAINDER
<br />OF CONSTRUCTION PERIOD WITH OVERLAYMENT OF WOOD PLANKS OR 1/2" THICKNESS
<br />PLYWOOD. KEEP INSTALLATION CLEAN UNTIL APPLICATIONS OF FLOOR FINISH
<br />MATERIALS.
<br />END OF SECTION
<br />3.02 ADJUSTING
<br />A. TOUCH UP DAMAGED SURFACES:
<br />1. SHOP PAINTED FINISHES: COMPLY WITH SSPC-PA-1 FOR TOUCH-UP; APPLY
<br />WITH BRUSH TO PRODUCE A MINIMUM 2.0 MIL DRY FILM THICKNESS.
<br />2 GALVANIZED SURFACES: CLEAN FIELD WELDS, CONNECTIONS AND
<br />DAMAGED AREAS. REPAIR GALVANIZED FINISHES IN ACCORD WITH ASTM A780.
<br />3.03 CLEAN UP
<br />A. REMOVE RUBBISH, DEBRIS, AND WASTE MATERIALS AND LEGALLY DISPOSE OF
<br />OFF THE PROJECT SITE.
<br />3.04 PROTECTION
<br />A. PROTECT THE WORK OF THIS SECTION UNTIL SUBSTANTIAL COMPLETION.
<br />END OF SECTION
<br />2.4 TREATED WOOD PRODUCTS:
<br />A. PRESSURE-PRESERVATIVE-TREATED WOOD:
<br />1. TREATMENT TYPE: WATER-BORNE PRESERVATIVE REGISTERED WITH EPA.
<br />2. AWPA STANDARD:
<br />A. LUMBER, TIMBER AND PLYWOOD SHALL CONFORM TO APPLICABLE
<br />REQUIREMENTS OF AWPA STANDARD U1-07 AND T1-07 FOR
<br />SPECIES, PRODUCT AND END USE.
<br />B. HANDLING AND CARE OF PRESSURE TREATED WOOD PRODUCTS
<br />SHALL CONFORM TO AWPA STANDARD M4-06.
<br />C. PRESERVATIVES SHALL CONFORM TO AWPA P5-07
<br />3. PRESERVATIVE RETENTION: AS REQUIRED BY TREATMENT TYPE IN ACCORD
<br />WITH AWPA STANDARDS FOR BELOW- OR ABOVE-GROUND USE.
<br />4. SEASONING; RE-DRY AFTER TREATMENT TO 19% MAXIMUM MOISTURE
<br />CONTENT.
<br />5. USE:
<br />A. WOOD PRODUCTS IN CONTACT WITH CONCRETE SLABS-ON-GRADE
<br />OR FOUNDATIONS.
<br />B. NAILERS OR BLOCKING CAST OR BUILT INTO CONCRETE.
<br />C. WOOD PRODUCTS IN CONTACT WITH EXTERIOR WALLS.
<br />B. INTERIOR FIRE-RETARDANT-TREATED WOOD:
<br />1. ACCEPTABLE PRODUCT; SUBJECT TO COMPLIANCE WITH SPECIFIED
<br />REQUIREMENTS:
<br />A. VIANCE, LLC, D-BLAZE.
<br />B. HICKSON CORPORATION, DRICON.
<br />C. HOOVER TREATED WOOD PRODUCTS, PYRO-GUARD.
<br />2. DESCRIPTION: PRESSURE-IMPREGNATED WITH A CHEMICAL RETARDANT
<br />TESTED AND LISTED BY UNDERWRITERS LABORATORIES, INC., (UL).
<br />WHEN TESTED IN ACCORD WITH ASTM E84-10B TREATED PRODUCTS
<br />SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SHOW NO EVIDENCE OF
<br />SIGNIFICANT PROGRESSIVE COMBUSTION WHEN THE TEST IS CONTINUED
<br />FOR AN ADDITIONAL TWENTY MINUTE PERIOD. IN ADDITION, FLAME FRONT
<br />SHALL NOT PROGRESS MORE THAN 10'-6" BEYOND CENTERLINE OF
<br />BURNERS AT ANY TIME DURING TEST.
<br />3. SURFACE BURNING CHARACTERISTICS: F.R.-S RATING IN ACCORD WITH
<br />UNDERWRITERS LABORATORIES, INC. (UL).
<br />4. AWPA STANDARD: AWPA U1-07, T1-07 AND P17-02
<br />5. SEASONING; KILN-DRIED AFTER TREATMENT TO THE FOLLOWING MAXIMUM
<br />MOISTURE CONTENT:
<br />A. LUMBER: 19%
<br />B. PLYWOOD: 15%
<br />6. HYGROSCOPICITY: MAXIMUM 28% EQUILIBRIUM MOISTURE CONTENT WHEN
<br />TESTED IN ACCORD WITH ASTM D3201-08A AT 92% RELATIVE HUMIDITY.
<br />7. USE: AS REQUIRED BY CODES.
<br />2.5 HARDWARE:
<br />A. DOORS:
<br />1. HINGES: BLUM No. 70T555, 120 DEGREE "CLIP" HINGE.
<br />2. PULLS: BECKER #BP225-04, 96 MM WITH ALUMINUM FINISH.
<br />3. LOCKS: 5-PIN TUMBLER TYPE BY NATIONAL LOCK WITH MASTER KEY, OR EQUAL
<br />B. DRAWERS:
<br />1. PULLS: BECKER #BP225-04, 96mm WITH ALUMINUM FINISH.
<br />2. DRAWER AND FILE DRAWER SLIDES: KV MODEL #8400, 100 LB. CAPACITY,
<br />OR EQUAL.
<br />C. SHELVING:
<br />1. ADJUSTABLE SHELVING: PRE-BORED 5mm DIAMETER AT 32mm ON CENTER.
<br />2. SHELF CLIP: AMCO #11 EARTHQUAKE SAFETY WITH TWO 5mm PIN AT 32mm
<br />ON CENTER.
<br />D. GROMMETS: D. MOCKETT & CO., INC., SERIES 7G, BLACK COLOR AS SELECTED BY
<br />ARCHITECT; LOCATIONS AS INDICATED ON THE DRAWINGS.
<br />E. MAGNETIC CATCHES:
<br />1. ACCEPTABLE MANUFACTURERS:
<br />A. BASIS OF DESIGN: STANLEY WORKS #SP41.
<br />B. EPCO, INC.
<br />C. SUGATSUNE AMERICA, INC.
<br />2. FINISH: FINISH SELECTED BY ARCHITECT.
<br />F. RECESSED SHELF STANDARDS AND SUPPORTS:
<br />1. ACCEPTABLE MANUFACTURERS:
<br />A. BASIS OF DESIGN: KNAPE AND VOGT MFG. CO., #255 STANDARD WITH
<br />#256 SUPPORT.
<br />B. STANLEY WORKS.
<br />C. JOHNSON HARDWARE, INC.
<br />D. SUGATSUNE AMERICA, INC.
<br />E. HAFELE AMERICA CO.
<br />2. TYPE: STEEL.
<br />3. FINISH: FINISH AS SELECTED BY ARCHITECT.
<br />G. UNDERCARRIAGE DRAWER SLIDES:
<br />1. ACCEPTABLE MANUFACTURERS:
<br />A. BASIS OF DESIGN: KNAPE AND VOGT MFG. CO., #1500
<br />B. ACCURIDE.
<br />C. GRANT HARDWARE CO.
<br />2. CAPACITY: 50 LB.
<br />H. WIRE MANAGEMENT GROMMET:
<br />1. ACCEPTABLE PRODUCTS:
<br />A. BASIS OF DESIGN; DOUG MOCKETT & CO., AS INDICATED ON
<br />DRAWINGS.
<br />B. OUTWATER PLASTICS, INC., #31-2".
<br />C. SUGATSUNE AMERICA, INC., #V60.
<br />D. HAFELE AMERICA, INC., #429.93.313.
<br />2. PROVIDE SET INCLUDING GROMMET, GROMMET CAP AND SLOT COVER;
<br />COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD
<br />SELECTION.
<br />I. FASTENERS: PROVIDE BOLTS, NAILS, SCREWS, TOGGLE BOLTS AND SIMILAR
<br />FASTENERS AS INDICATED OR REQUIRED TO ATTACH AND SECURE WORK.
<br />1. FASTENERS FOR TRIM SHALL BE FINISHING NAILS FOR ATTACHMENT TO WOOD
<br />FRAMING, TRIM-HEAD SCREWS FOR ATTACHMENT TO METAL FRAMING.
<br />2. MATERIAL AND FINISH FOR NON-PRESSURE TREATED AND FIRE-RETARDANT-
<br />TREATED COMPONENTS SHALL BE G90 HOT DIP GALVANIZED STEEL OR TYPE
<br />304 STAINLESS STEEL, EXCEPT NAILS SHALL BE HOT DIP GALVANIZED.
<br />3. MATERIAL AND FINISH FOR PRESSURE-TREATED COMPONENTS SHALL BE G185
<br />HOT-DIP GALVANIZED STEEL OR TYPE 316L STAINLESS STEEL.
<br />2.6 ADHESIVES:
<br />A. ADHESIVES, GENERAL: ADHESIVES SHALL NOT CONTAIN UREA FORMALDEHYDE.
<br />B. VOC LIMITS FOR INSTALLATION ADHESIVES: INSTALLATION ADHESIVES SHALL HAVE
<br />A VOC CONTENT LESS THAN THE CURRENT VOC CONTENT LIMITS OF SOUTH COAST
<br />AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1113, ARCHITECTURAL
<br />COATINGS, RULES IN EFFECT JANUARY 1, 2004.
<br />2.7 FABRICATION:
<br />A. GENERAL:
<br />1. QUALITY GRADE FOR ARCHITECTURAL WOODWORK SHALL BE AWI PREMIUM
<br />GRADE, EXCEPT THAT OPAQUE-FINISHED WOODWORK SHALL BE CUSTOM
<br />GRADE.
<br />2. FABRICATE ARCHITECTURAL WOODWORK IN ACCORD WITH APPROVED
<br />SHOP DRAWINGS.
<br />3. SEAL FACES AND EDGES OF MEDIUM DENSITY FIBERBOARD INDICATED TO BE
<br />SEALED OR FINISHED.
<br />4. PERFORM VENEER OPERATIONS USING HOT PRESS METHOD USING
<br />MOISTURE-RESISTANT, FIRE-RETARDANT ADHESIVES.
<br />5. SHOP-ASSEMBLE FOR DELIVERY TO SITE IN UNITS EASILY HANDLED AND TO
<br />PERMIT PASSAGE THROUGH BUILDINGS OPENINGS. ITEMS WHICH CANNOT
<br />BE MANUFACTURED IN ONE PIECE SHALL HAVE JOINTS AT LOGICAL BREAKING
<br />POINTS AND SHALL BE SO NOTED ON SHOP DRAWINGS.
<br />6. WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIALS WITH
<br />AMPLE ALLOWANCE FOR CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE
<br />CUTTING.
<br />7. SCRIBE, MITER AND ACCURATELY JOIN MEMBERS.
<br />8. FINISH WORK SHALL BE SMOOTH, FREE FROM ABRASION, TOOL MARKS,
<br />OPEN JOINTS OR RAISED GRAIN ON EXPOSED SURFACES.
<br />B. CASEWORK:
<br />1. FIT SHELVES, DOORS AND EXPOSED EDGES WITH MATCHING VENEER EDGING.
<br />USE ONE PIECE FOR FULL LENGTH ONLY.
<br />2. WHERE COUNTERTOPS CAN NOT BE PROVIDED IN SINGLE LENGTH, JOIN
<br />JOIN USING COMPRESSION TYPE FASTENERS.
<br />3. PROVIDE CUTOUTS FOR PLUMBING FIXTURES, INSERTS, APPLIANCES, OUTLET
<br />BOXES, FIXTURES AND FITTINGS. VERIFY LOCATIONS OF CUTOUTS FROM
<br />ONSITE DIMENSIONS. SEAL CONTACT SURFACES OF CUT EDGES.
<br />PART 3 - EXECUTION
<br />3.1 PREPARATION:
<br />A. PRIOR TO PRE-INSTALLATION CONFERENCE, EXAMINE SUBSTRATES AND CONDITIONS
<br />TO RECEIVE WORK. CHECK THAT FLOORS AND WALL SUBSTRATES ARE LEVEL, PLUMB
<br />AND WITHIN TOLERANCES TO RECEIVE WORK SPECIFIED IN THIS SECTION.
<br />B. VERIFY MECHANICAL, ELECTRICAL AND BUILDING ITEMS AFFECTING WORK OF THIS
<br />SECTION ARE PLACED AND READY TO RECEIVE ARCHITECTURAL WOODWORK.
<br />C. DO NOT BEGIN WORK UNTIL UNSATISFACTORY SUBSTRATES OR CONDITIONS HAVE
<br />BEEN CORRECTED.
<br />D. PRE-INSTALLATION CONFERENCE:
<br />1. PRIOR TO BEGINNING WORK, A PRE-INSTALLATION CONFERENCE WILL BE
<br />HELD TO REVIEW WORK TO BE ACCOMPLISHED.
<br />2. CONTRACTOR, FABRICATOR/INSTALLER AND ARCHITECT SHALL BE PRESENT.
<br />3. CONTRACTOR'S SUBMITTALS WILL BE REVIEWED.
<br />4. SUBSTRATES AND CONDITIONS UNDER WHICH WOODWORK SHALL BE
<br />INSTALLED WILL BE REVIEWED.
<br />5. CONTRACTOR SHALL NOTIFY ALL PARTIES AT LEAST SEVEN DAYS PRIOR TO
<br />TIME OF CONFERENCE.
<br />6. CONTRACTOR SHALL RECORD MINUTES OF MEETING AND DISTRIBUTE TO
<br />ALL PARTIES IN ATTENDANCE.
<br />SECTION 06 6000 - PLASTIC FABRICATIONS
<br />PART 1 - GENERAL
<br />1.1 RELATED DOCUMENTS:
<br />A. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND
<br />SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTION,
<br />APPLY TO THIS SECTION.
<br />1.2 SUMMARY:
<br />A. THIS SECTION INCLUDES THE PLASTIC FABRICATION AS SHOWN AND SPECIFIED IN
<br />THE DESCRIBED SYSTEM:
<br />1. LOW WALL PARTITIONS
<br />B. RELATED SECTIONS INCLUDE THE FOLLOWING:
<br />1. SECTION 05 5000 METAL FABRICATIONS
<br />2. SECTION 06 2000 FINISH CARPENTRY AND MILLWORK
<br />3. SECTION 06 6116 SOLID SURFACING FABRICATIONS
<br />1.3 SUBMITTALS:
<br />A. GENERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTACT
<br />AND DIVISION 1 SPECIFICATIONS.
<br />B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA; INCLUDE PRODUCT
<br />DESCRIPTION, FABRICATION INFORMATION, AND COMPLIANCE WITH SPECIFIED
<br />PERFORMANCE REQUIREMENTS
<br />C. SUBMIT PRODUCT TEST REPORTS FROM A QUALIFIED INDEPENDENT 3RD PARTY
<br />TESTING AGENCY INDICATING EACH TYPE AND CLASS OF PANEL SYSTEM COMPLIES
<br />WITH THE PROJECT PERFORMANCE REQUIREMENTS, BASED ON COMPREHENSIVE
<br />TESTING OF CURRENT PROJECTS. PREVIOUSLY COMPLETED TEST REPORTS WILL BE
<br />ACCEPTABLE IF FOR CURRENT MANUFACTURER AND INDICATIVE OF PRODUCTS USED
<br />ON THIS PROJECT.
<br />1. TEST REPORTS REQUIRED ARE:
<br />A. RATE OF BURNING (ASTM D 635).
<br />B. SELF-IGNITION TEMPERATURE (ASTM D 1929).
<br />C. DENSITY OF SMOKE (ASTM D 2843).
<br />D. FLAME SPREAD AND SMOKE DEVELOPED TESTING (ASTM E 84).
<br />E. ROOM CORNER BURN TEST (NFPA 286).
<br />F. EXTENT OF BURNING (UL 94).
<br />G. IMPACT STRENGTH (ASTM D 3763).
<br />H. SAFETY GLAZING IMPACT RESISTANCE (ANSI Z97.1-2004).
<br />I. UPITT TEST FOR COMBUSTION PRODUCT TOXICITY.
<br />J. DYNAMIC ENVIRONMENTAL TESTING (ASTM STANDARDS D 5116 AND
<br />D 6670).
<br />E. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, PANEL DIMENSIONS,
<br />DETAILS, AND ATTACHMENTS TO OTHER WORK.
<br />D. SAMPLES FOR VERIFICATION:
<br />1. SUBMIT MINIMUM 4-INCH BY 4-INCH SAMPLE FOR EACH TYPE, TEXTURE,
<br />PATTERN AND COLOR OF SOLID PLASTIC FABRICATION.
<br />I. MAINTENANCE DATA: SUBMIT MANUFACTURER'S CARE AND MAINTENANCE DATA,
<br />INCLUDING CARE, REPAIR AND CLEANING INSTRUCTIONS. INCLUDE IN PROJECT
<br />CLOSEOUT DOCUMENTS.
<br />1.4 QUALITY ASSURANCE:
<br />A. MANUFACTURERS QUALIFICATIONS:
<br />1. MATERIALS AND SYSTEMS SHALL BE MANUFACTURED BY A COMPANY
<br />CONTINUOUSLY AND REGULARLY EMPLOYED IN THE MANUFACTURE OF
<br />SPECIFIED MATERIALS FOR A PERIOD OF AT LEAST FIVE (5) CONSECUTIVE
<br />YEARS AND WHICH CAN SHOW EVIDENCE OF THOSE MATERIALS BEING
<br />SATISFACTORILY USED ON AT LEAST SIX (6) PROJECTS OF SIMILAR SIZE,
<br />SCOPE AND LOCATION. AT LEAST THREE (3) OF THE PROJECTS SHALL HAVE
<br />BEEN SUCCESSFUL FOR USE FIVE (5) YEARS OF LONGER.
<br />2. MANUFACTURED PANELS MUST BE PRODUCED FROM A MINIMUM OF 40%
<br />POST-INDUSTRIAL RECYCLE CONTENT. THIS RECYCLE CONTENT MUST BE
<br />CERTIFIED BY A RECOGNIZED 3RD PARTY CERTIFICATION GROUP, SUCH AS
<br />SCIENTIFIC CERTIFICATION SYSTEMS (SCS).
<br />3. MANUFACTURER MUST OFFER A DOCUMENTED RECLAIM PROCESS THAT WILL
<br />TAKE BACK, AT THE MANUFACTURERS COST, PANELS THAT ARE AT THEIR
<br />END-OF LIFE CYCLE.
<br />1.5 DELIVERY, STORAGE AND HANDLING
<br />A. DELIVER PLASTIC FABRICATIONS, SYSTEMS AND SPECIFIED ITEMS IN
<br />MANUFACTURER'S STANDARD PROTECTIVE PACKAGING.
<br />B. DO NOT DELIVER PLASTIC FABRICATIONS, SYSTEMS, AND COMPONENTS AND
<br />ACCESSORIES TO PROJECT SITE UNTIL AREAS ARE READY FOR INSTALLATION.
<br />C. STORE MATERIALS IN A FLAT ORIENTATION IN A DRY PLACE THAT IS NOT EXPOSED TO
<br />EXTERIOR ELEMENTS.
<br />D. HANDLE MATERIALS TO PREVENT DAMAGE TO FINISHED SURFACES. PROVIDE
<br />PROTECTIVE COVERINGS TO PREVENT DAMAGE OR STAINING FOLLOWING
<br />INSTALLATION FOR DURATION OF PROJECT.
<br />E. BEFORE INSTALLING PLASTIC FABRICATIONS, PERMIT THEM TO REACH ROOM
<br />TEMPERATURE.
<br />1.6 PROJECT CONDITIONS
<br />A. ENVIRONMENTAL LIMITATIONS: DO NOT INSTALL SOLID POLYMER FABRICATIONS UNTIL
<br />SPACES ARE ENCLOSED AND WEATHERPROOF, AND AMBIENT TEMPERATURES AND
<br />HUMIDITY CONDITIONS ARE MAINTAINED AT THE LEVELS INDICATED FOR PROJECT
<br />WHEN OCCUPIED FOR ITS INTENDED USE.
<br />1.7 WARRANTY:
<br />A. MANUFACTURER'S SPECIAL WARRANTY ON PLASTIC FABRICATIONS: MANUFACTURER'S
<br />STANDARD FORM AGREEING TO REPAIR OR REPLACE UNITS THAT FAIL IN MATERIAL
<br />OR WORKMANSHIP WITHIN THE SPECIFIED WARRANTY PERIOD.
<br />B. WARRANTY PERIOD: 2 YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION.
<br />C. THE WARRANTY SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS OR REMEDIES
<br />THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS,
<br />AND IS IN ADDITION TO AND RUNS CONCURRENT WITH OTHER WARRANTIES MADE BY
<br />THE CONTRACTOR UNDER THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
<br />PART 2 - PRODUCTS
<br />2.1 MANUFACTURER:
<br />A. MANUFACTURER: 3FORM, INC., SALT LAKE CITY, UTAH, USA / TELEPHONE 801-649-2500.
<br />2.2 MATERIALS:
<br />A. VARIA™ PRODUCED FROM ECORISING™ SHEET.
<br />1. BASIS OF DESIGN PRODUCT: THE DESIGN OF PLASTIC FABRICATION IS BASED
<br />ON VARIA™ PRODUCED WITH ECORESIN™ AS PROVIDED BY 3FORM, INC.
<br />PRODUCTS FROM OTHER MANUFACTURERS MUST BE APPROVED BY THE
<br />ARCHITECT OR DESIGNER.
<br />2. ENGINEERED POLYESTER RESIN.
<br />3. SHEET SIZE: 4' X 8'.
<br />C. RESIN PANEL <RS-1> CHARACTERISTICS:
<br />1. TYPE: AS IDENTIFIED IN THE FINISH LIST
<br />2. GAUGE: 1/2"
<br />3. FINISH: FRONT- SANDSTONE, BACK - SANDSTONE
<br />4. EDGES: FLAME-POLISHED ON THE 3 VISIBLE SIDES WITH ROUNDED EDGES
<br />5. ORIENTATION: VERTICAL
<br />B. RESIN PANEL <RS-2> CHARACTERISTICS:
<br />1. TYPE: AS IDENTIFIED IN THE FINISH LIST
<br />2. GAUGE: 1/2"
<br />3. FINISH: FRONT- SANDSTONE, BACK - SANDSTONE
<br />4. EDGES: FLAME-POLISHED ON THE 3 VISIBLE SIDES WITH ROUNDED EDGES
<br />5. ORIENTATION: VERTICAL
<br />D. INTERLAYER MATERIALS: COMPATIBLE WITH POLYESTERS AND BONDING PROCESS TO
<br />CREATE A MONOLITHIC SHEET OF MATERIAL WHEN COMPLETE.
<br />E. SHEET MINIMUM PERFORMANCE ATTRIBUTES:
<br />1. RATE OF BURNING (ASTM D 635). MATERIAL MUST ATTAIN CC1 RATING FOR A
<br />NOMINAL THICKNESS OF 1.5mm (0.060 IN.) AND GREATER.
<br />2. SELF-IGNITION TEMPERATURE GREATER THAN 650 DEGREES F.
<br />3. DENSITY OF SMOKE (ASTM D 2843). MATERIAL MUST HAVE A SMOKE DENSITY
<br />LESS THAN 75%.
<br />4. FLAME SPREAD AND SMOKE DEVELOPED TESTING (ASTM E 84). MATERIAL
<br />MUST
<br />BE ABLE TO MEET A LEVEL OF CLASS A (FLAME SPREAD LESS THAN 25 AND
<br />SMOKE LESS THAN 450) AT THICKNESS OF 1".
<br />5. ROOM CORNER BURN TEST (NFPA 286). MATERIAL MUST MEET CLASS A
<br />CRITERIA AT 1/4" THICKNESS AS DESCRIBED BY THE 2003 INTERNATIONAL
<br />BUILDING CODE.
<br />6. EXTENT OF BURNING (UL 94). MUST SUBMIT UL CARD.
<br />7. IMPACT STRENGTH. MINIMUM IMPACT STRENGTH TEST AS MEASURED BY
<br />ASTM D 3763 OF 20 FT. LBS. (FOR DURABILITY, SHIPPING, INSTALLATION, AND
<br />USE).
<br />8. SAFETY GLAZING. MATERIAL MUST ATTAIN A CLASS A IMPACT RATING IN
<br />ACCORDANCE WITH ANSI Z97.1-2004 AT 1/8" THICKNESS.
<br />9. UPITT TEST FOR COMBUSTION PRODUCT TOXICITY: PRODUCT MUST BE
<br />RECORDED
<br />AS "NOT MORE TOXIC THAN WOOD".
<br />10. DYNAMIC ENVIRONMENTAL TESTING (ASTM STANDARDS D 5116 AND D 6670).
<br />PANELS MUST NOT HAVE DETECTABLE VOC OFF-GASSING AGENTS.
<br />11. PANELS MUST BE PRODUCED FROM A MINIMUM OF 40% POST-INDUSTRIAL
<br />RECYCLE
<br />CONTENT. THIS RECYCLE CONTENT MUST BE CERTIFIED BY A RECOGNIZED
<br />3RD PARTY
<br />CERTIFICATION GROUP, SUCH AS SCIENTIFIC CERTIFICATION SYSTEMS (SCS).
<br />2.3 FABRICATION:
<br />A. GENERAL: FABRICATE PLASTIC FABRICATIONS TO DESIGNS, SIZES AND THICKNESSES
<br />INDICATED AND TO COMPLY WITH INDICATED STANDARDS. SIZES, PROFILES AND
<br />OTHER
<br />CHARACTERISTICS ARE INDICATED ON THE DRAWINGS.
<br />B. COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR FABRICATION.
<br />C. MACHINING: ACCEPTABLE MEANS OF MACHINING ARE LISTED BELOW. ENSURE THAT
<br />MATERIAL IS NOT CHIPPED OR WARPED BY MACHINING OPERATIONS.
<br />1. SAWING: SELECT EQUIPMENT AND BLADES SUITABLE FOR TYPE OF CUT
<br />REQUIRED.
<br />2. DRILLING: DRILLS SPECIFICALLY DESIGNED FOR USE WITH PLASTIC
<br />PRODUCTS.
<br />3. MILLING: CLIMB CUT WHERE POSSIBLE.
<br />4. ROUTING.
<br />5. TAPPING.
<br />D. FORMING: FORM PRODUCTS TO SHAPES INDICATED USING THE APPROPRIATE METHOD
<br />LISTED BELOW. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />1. COLD BENDING.
<br />2. HOT BENDING.
<br />3. THERMOFORMING: ACCEPTABLE ONLY ON UNCOATED MATERIAL.
<br />4. DRAPE FORMING.
<br />5. MATCHED MOLD FORMING.
<br />6. MECHANICAL FORMING.
<br />E. LAMINATING: LAMINATE TO SUBSTRATES INDICATED USING ADHESIVES AND
<br />TECHNIQUES
<br />RECOMMENDED BY MANUFACTURER.
<br />2.4 MISCELLANEOUS MATERIALS:
<br />A. GENERAL: PROVIDE PRODUCTS OF MATERIAL, SIZE, AND SHAPE REQUIRED FOR
<br />APPLICATION INDICATES, AND WITH A PROVEN RECORD OF COMPATIBILITY WITH
<br />SURFACES
<br />CONTACTED IN INSTALLATION.
<br />B. CLEANER: TYPE RECOMMENDED BY MANUFACTURER.
<br />C. FASTENERS: USE SCREWS DESIGNED SPECIFICALLY FOR PLASTICS. SELF-THREADING
<br />SCREWS ARE ACCEPTABLE FOR PERMANENT INSTALLATIONS.
<br />D. BONDING CEMENTS: MAY BE ACHIEVED WITH SOLVENTS OR ADHESIVES, SUITABLE FOR
<br />USE
<br />WITH PRODUCT AND APPLICATION.
<br />R
<br />No.
<br />F
<br />LICENSE
<br />STATE
<br />D
<br />O
<br />A RCHITECT
<br />C AL IFORNIA
<br />STEPHE WHITE
<br />RENEWAL
<br />DATE
<br />C-34829
<br />N
<br />08/31/27
<br />SHEET TITLE
<br />PROJECT
<br />FACILITY
<br />FAC NO: BLDG NO: FLOOR LEV: SECTION:
<br />KP PROJ. NO.
<br />PERMIT NO.
<br />555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
<br />ARCHITECT
<br />CONSULTANT
<br />ARCHITECT SEAL CONSULTANT SEAL
<br />KAISER FOUNDATION HOSPITALS
<br />NATIONAL FACILITIES SERVICES
<br />1800 HARRISON STREET OAKLAND,
<br />CALIFORNIA 94612
<br />ISSUE / REVISION LOG
<br />NO. ISSUED DATE
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<br />THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
<br />NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
<br />HZ PROJ. NO.
<br />www.huitt-zollars.com
<br />Phone 310.820.4600 | Fax 310.207.4215
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<br />SOCC 2022 R HBM 1st Fl KPOJ
<br />REMODEL
<br />G0-01
<br />SPECIFICATIONS
<br />CA394-1 -
<br />CAP027721R314412.35
<br />HARBOR/MacARTHUR MEDICAL OFF
<br />3401 S. HARBOR BLVD.
<br />SANTA ANA, CALIFORNIA 92704
<br />N/ASPECIFICATIONS - DIVISION 1 26
<br />N/ASPECIFICATIONS - DIVISION 2 02 N/ASPECIFICATIONS - DIVISION 4 04
<br />N/ASPECIFICATIONS - DIVISION 5 05 N/ASPECIFICATIONS - DIVISION 6 06N/ASPECIFICATIONS - DIVISION 3 03A
<br />N/ASPECIFICATIONS - DIVISION 3 CONT.03B
<br />CITY SUBMITTAL 11/03/2025
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