HomeMy WebLinkAbout17060110.301060 Regulatory Requirements
1. WHENEVER AN ASTM DESIGNATION IS HEREIN REFERRED TO, IT SHALL MEAN THE PARTICULAR EDITION OF THE PUBLICATION OF THE AMERICAN SOCIETY FOR
TESTING MATERIALS.
2. WORK TO BE PERFORMED, THE MATERIALS & EQUIPMENT FURNISHED UNDER THESE CONTRACT DOCUMENTS SHALL BE IN STRICT CONFORMITY IN EVERY
RESPECT WITH THE LATEST EDITIONS OF THE FOLLOWING GOVERNING CODES, RULES OR REGULATIONS, OR STANDARDS AS MOST RECENTLY AMENDED.
AMERICANS WITH DISABILITIES ACT 2010
STATE FIRE MARSHALS OFFICE
THE NATIONAL ELECTRIC CODE (CURRENT EDITION AND SUPPLEMENTS)
STATE BOARD OF HEALTH & OSHA REGULATIONS
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
OHIO BUILDING CODE (2011 OBC AND SUPPLEMENTS)
3. NOTHING IN THESE PLANS OR SPECIFICATIONS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES,
4. BUILDING ADDRESS SHALL BE MIN. 6" VINYL DIE -CUT ADHESIVE LETTERS, MEDIUM HELVETICA STYLE, LOCATE AT BUILDING ENTRANCE ON GLASS. VERIFY
LOCATION WITH OWNER.
5. VERIFY AND PROVIDE A "KNOX-BOX" PER THE DIRECTION OF THE LOCAL FIRE JURISDICTION. IF REQUIRED, COORDINATE LOCATION(S), STYLE, TYPE, AND KEYING
WITH THE FIRE DEPARTMENT.
6. FIRE EXTINGUISHERS SHALL BE INSTALLED PER THE BUILDING AND FIRE CODES, NFPA 10, AND THE LOCAL FIRE JURISDICTION. VERIFY ALL LOCATIONS WITH THE
AUTHORITY HAVING JURISDICTION.
01300 Submittals
1. SHOP DRAWINGS, MATERIAL LISTS, FABRICATED ITEMS, AND SUBMITTALS OF ALL TRADES SUPPLYING MATERIAL SHALL BE SUBMITTED FOR APPROVAL IN SEVEN
(7) COPIES TO THE DESIGNATED PROJECT MANAGER.
2. EQUIPMENT OR MATERIAL FURNISHED OR INCORPORATED IN CONSTITUTION WITHOUT PRIOR APPROVAL OF THE ARCHITECT MAY BE REJECTED AND IF
REJECTED SHALL BE REMOVED FROM THE STRUCTURE AND REPLACED WITH APPROVED EQUIPMENT OR MATERIAL AT THE CONTRACTOR'S EXPENSE.
01401 Tests and Inspections
1. LABORATORY TO BE SELECTED AND EMPLOYED BY OWNER, AND APPROVED BY ARCHITECT.
2. DUTIES OF TESTING LABORATORY SHALL BE TO INSPECT STOCK, MARK IDENTIFIED STOCK, SELECT AND MARK TEST SPECIMENS, PERFORM REQUIRED TESTS,
INSPECTIONS AS SPECIFIED, FURNISH REQUIRED REPORTS AND CERTIFICATES.
3. REPORTS TO BE EXECUTED IMMEDIATELY UPON CONCLUSION OF EACH PROCEDURE AND FORWARDED TO:
• ARCHITECT OR THE ARCHITECT'S REPRESENTATIVE
• CONTRACTOR
• OWNER
4. SELECTION OF ALL SAMPLES AND SPECIMENS FOR TESTING SHALL BE SELECTED BY THE INSPECTOR OR BY THE TESTING LABORATORY, BUT NOT BY THE
CONTRACTOR. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, PACKAGE, MARK AND DELIVER ALL SAMPLES TO BE TESTED, WHEN SO DIRECTED BY THE
INSPECTOR, TESTING LABORATORY, OR REQUIRED BY THE SPECIFICATIONS. DELIVERY OF SAMPLES TO THE TESTING LABORATORY SHALL BE MADE IN AMPLE TIME
TO ALLOW TESTS TO BE MADE WITHOUT DELAYING CONSTRUCTION. NO EXTRA TIME WILL BE ALLOWED FOR THE COMPLETION OF THE WORK BY REASON OF
DELAY IN TESTING SAMPLES. THE CONTRACTOR SHALL ALLOW FREE ACCESS AT ALL TIMES TO THE REPRESENTATIVE OF THE TESTING LABORATORY TO THE
SOURCES FROM WHICH SAMPLES ARE TAKEN.
5. THE OWNER RESERVES THE RIGHT TO WAIVE ANY PART OR ALL OF THE TESTS AND INSPECTIONS, SUBJECT TO THE APPROVAL OF ARCHITECT, STRUCTURAL
ENGINEER AND GOVERNING AGENCY.
6. EARTHWORK TESTING OR PROCEDURES SHALL BE ONLY AS REQUESTED BY THE ARCHITECT AND STRUCTURAL ENGINEER AT THE TIME WORK ON THE SITE IS
COMMENCED AND MAY CONSIST OF THE FOLLOWING:
• EXAMINATION OF BUILDING SUB -GRADES RESULTING FROM THE CUTTING OPERATION, INCLUDING FIELD DENSITY TESTS, IF CONSIDERED NECESSARY.
• VERIFY COMPLETED FOUNDATION EXCAVATIONS.
• PERIODIC INSPECTION OF ANY REQUIRED FILLING AND BACKFILLING, INCLUDING FIELD DENSITY TESTS, IF CONSIDERED NECESSARY.
• INSPECT AND APPROVE COMPLETED FOOTING EXCAVATIONS.
• FIELD DENSITY TESTS SHALL BE MADE FROM MATERIAL IN PLACE REQUIRED TO VERIFY PROPER COMPACTION DENSITIES OF FILLS AND BACKFILLS.
7. CONCRETE WORK SHALL BE TESTED AND REPORTED PRIOR TO ANY USE OF SAME. THREE (3) CYLINDERS OF CONCRETE SHALL BE MADE FOR EACH FIFTY (50)
CUBIC YARDS OF CONCRETE OR FRACTION THEREOF BEING PLACED EACH DAY. EACH CYLINDER SHALL BE DATED, GIVEN A NUMBER, THE POINT IN THE STRUCTURE
FROM WHICH THE SAMPLE WAS TAKEN NOTED THEREON AND THE SLUMP NOTED THEREON. IF THE STRENGTH OF THE CYLINDERS DOES NOT MEET THE MINIMUM
AS MENTIONED ABOVE, CORE TESTS OF THE HARDENED CONCRETE SHALL BE MADE AS PER ASTM C-42. IF THE CORE TESTS SHOW THE CONCRETE STRENGTH TO BE
DEFICIENT, THE CONCRETE SHALL BE DEEMED DEFECTIVE AND REMOVED. THE CONTRACTOR SHALL PAY COSTS OF THESE CORE TESTS.
8. INSPECTION OF STRUCTURAL WELDING (EXCEPT LOW STRESSED CONNECTIONS, SUCH AS COLUMN CAPS, FIN PLATES, STRAPS, STIFFENER PLATES, ETC.). BOTH
SHOP AND FIELD WELDING SHALL BE DONE UNDER THE SUPERVISION OF A QUALIFIED WELDING INSPECTOR APPROVED BY THE ARCHITECT OR STRUCTURAL
ENGINEER. THE INSPECTOR SHALL FURNISH THE ARCHITECT, STRUCTURAL ENGINEER A REPORT THAT THE WELDING IS PROPER AND HAS BEEN DONE IN
CONFORMITY WITH THE PLANS AND SPECIFICATIONS. HE SHALL CHECK THE MATERIAL, EQUIPMENT AND PROCEDURE AS WELL AS THE WELDS AND THE ABILITY OF
THE WELDING.
9. IF THE STEEL CAN BE IDENTIFIED IN ACCORDANCE WITH ASTM A6 AND IS ACCOMPANIED BY MILL ANALYSIS AND TEST REPORTS FOR EACH HEAT, IT MAY BE USED
WITHOUT TESTING.
10. WHEN THE STEEL CANNOT BE IDENTIFIED OR ITS SOURCE IS QUESTIONABLE, ONE (1) SET OF TENSION AND BEND TESTS SHALL BE MADE FOR EACH FIVE (5)
TONS OR FRACTIONAL PART THEREOF FOR EACH SIZE TO BE TESTED.
11. HIGH STRENGTH BOLTS SHALL BE TESTED IN ACCORDANCE WITH THE ARBITRATION INSPECTION PROCEDURE ESTABLISHED IN THE "SPECIFICATIONS FOR
STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS".
01500 Construction Facilities and Temporary Controls
1. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL BARRICADES, LANTERNS, LIGHTS, GUARDRAILS, SIGNS, AND ANY OTHER PROTECTIVE MEASURES REQUIRED BY
STATE, LOCAL LAW AND/OR AUTHORITIES. UPON COMPLETION, ALL SUCH FACILITIES SHALL BE REMOVED FROM THE SITE.
2. THE CONTRACTOR SHALL PROVIDE AND PAY FOR TELEPHONE SERVICE TO CONSTRUCTION OFFICE.
3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY TOILETS IN QUANTITY AS REQUIRED AND OF TYPES APPROVED BY GOVERNING AUTHORITIES.
TEMPORARY TOILETS SHALL BE ENCLOSED AND WEATHERPROOF AND MAINTAINED IN A SANITARY CONDITION AT ALL TIMES, AND SUPPLIED WITH ADEQUATE
AMOUNTS OF TISSUE PAPER. TOILETS SHALL BE REMOVED FROM THE PREMISES UPON ACCEPTANCE OF BUILDING.
4. THE CONTRACTOR WILL FURNISH AND PAY FOR ALL ELECTRICITY AND GAS REQUIRED FOR TESTING AND CONSTRUCTION PURPOSES AT THE NEAREST PRESENT
POINT OF ELECTRICAL AND/OR GAS DISTRIBUTION, THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL CONNECTIONS, PIPING, WIRING AND LAMPS. THE
ILLUMINATION LEVEL SHALL BE ADEQUATE TO ALLOW WORKMEN TO PROPERLY PERFORM THEIR WORK. PERMANENT LIGHTING OF ALL INTERIOR ROOMS MUST
BE ON PRIOR TO SECOND COAT OF PAINT. ABSOLUTELY NO SECOND COATS OF PAINT SHALL BE COMPLETED UNDER TEMPORARY LIGHTING.
5. WHENEVER TEMPORARY HEAT, IN THE JUDGMENT OF THE ARCHITECT IS REQUIRED, THE GENERAL CONTRACTOR SHALL PROVIDE THE TEMPORARY HEAT AT HIS
OWN EXPENSE.
6. THE CONTRACTOR WILL FURNISH ALL WATER REQUIRED FOR CONSTRUCTION AND TESTING PURPOSES AT THE POINT INDICATED ON THE DRAWINGS.
7. ALL TEMPORARY SHORING REQUIRED FOR INSTALLATION OF NEW WORK SHALL BE INCLUDED IN THIS CONTRACT. CONTRACTOR SHALL ASSUME ALL
RESPONSIBILITY FOR THIS WORK AND MAKE GOOD AND DAMAGE CAUSED BY IMPROPER SUPPORTS OR FAILURE OF SHORING. WHEN PERMANENT SUPPORTS ARE
COMPLETED, ALL SHORING SHALL BE REMOVED BY THE CONTRACTOR.
8. DUMPSTERS SHALL BE PROVIDED FOR ON SITE FOR THE COLLECTION OF CONSTRUCTION DEBRIS DURING THE TIME OF CONSTRUCTION.
01700 Contract Closeout
1. AFTER THE COMPLETION OF THE CONTRACT, THE CONTRACTOR SHALL FILE WITH THE OWNER HIS AFFIDAVIT, SWORN TO BEFORE A NOTARY PUBLIC, STATING
THAT ALL WORKMEN AND PERSONS EMPLOYED FIRMS SUPPLYING THE MATERIALS AND ALL SUBCONTRACTORS UPON THE PROJECT HAVE BEEN PAID IN FULL, AND
THAT THERE ARE NO BILLS OUTSTANDING AGAINST THE PROJECT FOR EITHER LABOR OR MATERIAL. THE FILING OF SUCH AFFIDAVIT BY THE CONTRACTOR SHALL BE
A PREREQUISITE TO THE MAKING, BY THE OWNER, OF THE FINAL PAYMENT ON THE CONTRACT.
2. AFTER COMPLETION OF THE WORK PRIOR AND IN ADDITION TO THE FILING OF THE NOTICE OF COMPLETION, THE GENERAL CONTRACTOR SHALL DELIVER TO
THE OWNER ALL REQUIRED GUARANTEES ON THE MATERIALS AND EQUIPMENT IN THE SCOPE OF WORK OF THE PROJECT.
3. UPON NOTIFICATION OF SUBSTANTIAL COMPLETION BY THE CONTRACTOR, THE ARCHITECT OR HIS REPRESENTATIVE SHALL PREPARE A PUNCH LIST INDICATING
ALL ITEMS AFTER FINAL INSPECTION WHICH DO NOT SATISFACTORILY COMPLY WITH THE CONTRACT DOCUMENTS. A COPY OF THE PUNCH LIST WILL BE
PRESENTED TO THE CONTRACTOR FOR CORRECTION AND COMPLETION PRIOR AND AS A CONDITION TO THE SIGNING OF THE NOTICE OF COMPLETION. NO PUNCH
LIST SHALL BE CONSIDERED COMPLETE OR FINAL, NOR DOES IT IN ANY WAY WAIVE OR VOID ANY PROVISIONS OF THE CONTRACT DOCUMENTS.
4. RECORD DRAWINGS WILL BE REQUIRED INDICATING ANY CHANGES FROM THE CONTRACT DRAWINGS FOR RECORD CONDITIONS. CONTRACTOR SHALL PROVIDE
MYLARS AND MAKE ALL CHANGES IN LEGIBLE DRAFTING NOT LIMITED TO THE FOLLOWING:
• CHANGES IN FLOOR PLANS (ALL DISCIPLINES)
• CHANGES IN MECHANICAL: PIPING, &VALVING, EQUIPMENT LOCATION, CONTROLS, AND DUCTING
• CHANGES IN ELECTRICAL: RACEWAYS AND CONDUCTORS, SERVICE, FIXTURES OR EQUIPMENT LOCATION OR TYPE
• FINISHED GRADES: BUILDING, PARKING LOT WALKS AND DRIVES.
• LANDSCAPING: FINAL INSTALLED LANDSCAPE AND IRRIGATION ROUTING AND VALVE LOCATIONS. LOCATIONS OF ALL CONTROL WIRING.
5. INCLUDE (3) COPIES OF THE FOLLOWING INFORMATION IN 3 -RING BINDERS WITH INDEXED AND TABBED SECTIONS:
• LIST OF SUBCONTRACTORS: ADDRESSES AND PHONE NUMBERS.
• COPY OF INSPECTION RECORDS
• CERTIFICATE OF OCCUPANCY BY BUILDING DEPT.
• WARRANTIES
• LANDSCAPE MANUAL.
• VALVE CONSTRUCTION DIAGRAMS HVAC SYSTEM IN ENTIRETY
6. CONTRACTOR SHALL PROCEED WITH DUE CAUTION TO PROTECTTHE WORK OF OTHERS. DURING PROGRESS OF THE WORK, REMOVE AND LEGALLY DISPOSE OF
ALL EXCESS MATERIAL, DEBRIS, ETC., RESULTING FROM HIS WORK. CLEAN ALL FINGER MARKS, SMUDGES, SMEARS, SPATTERS, DRIPPINGS, ETC., FROM HIS WORK
AND THE WORK OF OTHERS CAUSED BY WORKMEN IN HIS EMPLOYMENT. UPON COMPLETION OF HIS WORK AND PRIOR TO QUITTING THE PROJECT, HE SHALL
MEET WITH THE AUTHORIZED REPRESENTATIVE OF THE OWNER, ARCHITECT, AND GENERAL CONTRACTOR FOR INSPECTING AS MAY BE FOUND NECESSARY. (THIS
SHALL NOT BE CONSTRUED AS THE FINAL INSPECTION)
7. SUPPLEMENTARY CLEANING SHALL BE PERFORMED AS REQUIRED DUE TO WORK PERFORMED PURSUANT TO ITEMS AS LISTED ON FINAL INSPECTION (PUNCH
LIST). CLEANING OF VARIOUS ITEMS TO BE DONE IN ACCORDANCE WITH RECOMMENDED PROCEDURES FOR RESPECTIVE MATERIAL AND DAMAGE BY IMPROPER
CLEANING SHALL BE RECTIFIED BY THE CONTRACTOR AT HIS EXPENSE.
07900 Sealants and Caulking
1. PROVIDE THE FOLLOWING MATERIALS MANUFACTURED BY PRODUCTS RESEARCH & CHEMICAL CORPORATION, OR APPROVED EQUALS WHERE INDICATED AND
WHERE OTHERWISE REQUIRED FOR A COMPLETE AND PROPER INSTALLATION.
• ES1: MULTICOMPONENT, POURABLE CLASS 25, TRAFFIC EXPOSURE FLAT TO 18" SLOPE: DECK -O -SEAL #125, D.F.C. COMPANY. 18" TO 14" SLOPE: DECK -O -SEAL
GUN GRADE, D.F.C. CO. POLYSULFIDE MATERIAL.
• ES2: SINGLE COMPONENT, NONSAG, CLASS 25, NONTRAFFIC EXPOSURE ACID CURING SILICONE MATERIAL 786 MILDEW RESISTANT, DOW CORNING
• ES3: MULTICOMPONENT, POURABLE CLASS 25, TRAFFIC EXPOSURE URETHANE MATERIAL. CHEM -CALK 550, BOSTIK CONSTRUCTION.
• ES4: SINGLE COMPONENT, NONSAG, CLASS 25, NONTRAFFIC EXPOSURE NEUTRAL CURE SILICONE, 100% EXTENSION, 50% COMPRESSION 790, DOW CORNING
• ESS: SINGLE COMPONENT, NONSAG, CLASS 25, NONTRAFFIC EXPOSURE NEUTRAL CURE SILICONE, 50% EXTENSION, 50% COMPRESSION 795, DOW CORNING
• ES& SINGLE COMPONENT, NONSAG, AC -20 PECORA CORP. ACRYLIC EMULSION, 5% EXTENSION, 5% COMPRESSION
• ES7: NONSAG, PAINTABLE, NONSTAINING, LATEX FLAME SPREAD/SMOKE: 25. SHEETROCK ACOUSTIC SEALANT, U.S. GYPSUM CO.
2. USE POLYETHYLENE BACKER RODS AT LOCATIONS WHERE IT IS REQUIRED TO PREVENT 3 -POINT ADHESION.
3. COLORS FOR EACH SEALANT INSTALLATION WILL BE SELECTED BY THE OWNER FROM STANDARD COLORS NORMALLY AVAILABLE FROM THE SPECIFIED
MANUFACTURER.
4, USE ONLY THOSE PRIMERS WHICH HAVE BEEN TESTED FOR DURABILITY ON THE SURFACES TO BE SEALED AND ARE SPECIFICALLY RECOMMENDED FOR THIS
INSTALLATION BY THE MANUFACTURER OF THE SEALANT USED.
S. FOR CONCRETE AND CERAMIC TILE SURFACES, INSTALL ONLY ON SURFACES WHICH ARE DRY, SOUND, AND WELL BRUSHED, WIPING FREE FROM DUST. AT OPEN
JOINTS, REMOVE DUST BY MECHANICALLY BLOWN COMPRESSED AIR IF SO REQUIRED. TO REMOVE OIL AND GREASE, USE SANDBLASTING OR WIRE BRUSHING.
WHERE SURFACES HAVE BEEN TREATED, REMOVE THE SURFACE TREATMENT BY SANDBLASTING OR WIRE BRUSHING. REMOVE LAITANCE AND MORTAR FROM
JOINT CAVITIES.
6. FOR STEEL SURFACES IN CONTACT WITH SEALANT, SANDBLAST AS REQUIRED TO ACHIEVE ACCEPTABLE SURFACE FOR BOND. IF SANDBLASTING IS NOT
PRACTICAL, OR WOULD DAMAGE ADJACENT FINISH, SCRAPE THE METAL OR WIRE BRUSH TO REMOVE MILL SCALE AND RUST. USE SOLVENT TO REMOVE OIL AND
GREASE, WIPING THE SURFACES WITH CLEAN WHITE RAGS ONLY. USE A SOLVENT WHICH LEAVES NO RESIDUE.
7. FOR ALUMINUM SURFACES IN CONTACT WITH SEALANT, REMOVE TEMPORARY PROTECTIVE COATINGS, DIRT, OIL AND GREASE. WHEN MASKING TAPE IS USED
FOR PROTECTIVE COVER, REMOVE THE TAPE JUST PRIOR TO APPLYING THE SEALANT. USE ONLY SUCH SOLVENTS TO REMOVE PROTECTIVE COATING AS ARE
RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURER OF THE ALUMINUM WORK, AND WHICH ARE NON -STAINING.
8. FOR INSTALLATION OF BACKUP MATERIAL, PROVIDE A BLUNT SURFACED TOOL OF WOOD OR PLASTIC, HAVING SHOULDERS DESIGNED TO RIDE ON THE
ADJACENT FINISHED SURFACE AND A PROTRUSION OF THE REQUIRED DIMENSIONS TO ASSURE UNIFORM DEPTH OF BACKUP MATERIAL BELOW THE SEALANT. DO
NOT, UNDER ANY CIRCUMSTANCES, USE A SCREWDRIVER OR SIMILAR TOOL FOR THIS PURPOSE, USING THE APPROVED TOOL, SMOOTHLY AND UNIFORMLY PLACE
THE BACKUP MATERIAL TO THE DEPTH INDICATED OR OTHERWISE REQUIRED, COMPRESSING THE BACKUP MATERIAL 25% TO 50% AND SECURING A POSITIVE FIT.
9. PRIOR TO START OF INSTALLATION IN EACH JOINT, VERIFY THE JOINT TYPE ACCORDING TO DETAILS ON THE DRAWINGS AND VERIFY THAT THE REQUIRED
PROPORTION OF WIDTH OF JOINT TO DEPTH OF JOINT HAS BEEN SECURED. OF JOINT TO DEPTH OF JOINT HAS BEEN SECURED.
10. INSTALL THE SEALANT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, THOROUGHLY FILLING JOINTS TO THE RECOMMENDED
DEPTH AND RECOMMENDED DEPTH.
11. REMOVE MASKING TAPE IMMEDIATELY AFTER JOINTS HAVE BEEN TOOLED. CLEAN ADJACENT SURFACES FREE FROM SEALANT AS THE INSTALLATION
PROGRESSES, USING SOLVENT OR CLEANING AGENT RECOMMENDED BY THE MANUFACTURER OF THE SEALANT USED.
12. UPON COMPLETION OF THE WORK OF THIS SECTION, PROMPTLY REMOVE FROM THE JOB SITE ALL DEBRIS, EMPTY CONTAINERS, AND SURPLUS MATERIAL
DERIVED FROM THIS PORTION OF THE WORK.
09250 Gypsum Wallboard
1. PROVIDE AND INSTALL ALL GYPSUM WALLBOARD INCLUDING DRAFT STOPS AND ACCESSORY TRIM, (SCREW INSTALLATION). PROVIDE ALL MATERIALS AND
EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO COMPLETE GYPSUM DRYWALL PORTION OF THE WORK. TAPE AND CEMENT JOINTS, AND FASTENERS
WHERE REQUIRED FOR PAINTER'S FINISH AND/OR INDICATED FIRE RATING.
2. GYPSUM WALLBOARD SHALL BE GOLD BOND OR UNITED STATE GYPSUM OR EQUAL, THICKNESS AND TYPE AS NOTED. PROVIDE U.L. RATED BOARD AND
TREATMENT WHERE RATED CONSTRUCTION INDICATED.
3. METAL TRIM AND CORNER BEADS SHALL BE ELECTRO -GALVANIZED STEEL WITH TAPING FLANGER AS MANUFACTURED OR RECOMMENDED BY GYPSUM
WALLBOARD MANUFACTURER, WITH CORNER BEADS AT ALL OUTSIDE CORNERS AND "L" SHAPED TRIM MEMBERS WHERE ABUTTING WORK OF OTHER TRADES.
FLANGES SHALL BE FREE FROM DIRT OR GREASE OR OTHER MATTER THAT MAY AFFECT BOND OF JOINT TREATMENT OR DECORATION,
4. JOINT AND FINISHING CEMENT AND JOINT TAPE, AS MANUFACTURED OR APPROVED BY MANUFACTURER OF GYPSUM WALLBOARD.
5. CAULKING COMPOUND: PERMANENTLY NON -HARDENING TYPE SUPPLIED BY OR RECOMMENDED BY WALLBOARD MANUFACTURER.
6. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN STANDARD SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM
WALLBOARD LATEST EDITION AND THE WALLBOARD MANUFACTURER'S RECOMMENDATIONS.
7. ATTACH ALL WALLBOARD BY DRYWALL SCREW METHOD. JOINTS OF GYPBOARD OCCURRING ON OPPOSITE SIDES OF FRAMING MEMBERS SHALL BE STAGGERED.
08100 Doors & Frames
1. PROVIDE FULL -FLUSH DESIGN, IN DIMENSIONS AND TYPES SHOWN ON THE DRAWINGS, LABELED OR NON -LABELED AS INDICATED ON THE DOOR SCHEDULE IN
THE DRAWINGS, IN 18 GAUGE FOR INTERIOR DOORS AND 18 GAUGE FOR EXTERIOR DOORS, PROPERLY REINFORCED FOR THE FINISH HARDWARE DESCRIBED IN
SECTION 08710 OF THESE SPECIFICATIONS.
2. PRE -CLEAN AND SHOP PRIME EACH DOOR FOR FINISH PAINTING WHICH WILL BE PERFORMED AT THE JOB SITE UNDER SECTION 09900 OF THESE
SPECIFICATIONS.
3. PROVIDE FRAMES OF THE TYPES AND DIMENSIONS SHOWN ON THE DRAWINGS, LABELED OR NON -LABELED AS INDICATED ON THE DOOR SCHEDULE IN THE
DRAWINGS, IN 16 GAUGE FOR INTERIOR DOORS AND 16 GAUGE FOR EXTERIOR DOORS, PROPERLY REINFORCED FOR THE FINISH HARDWARE DESCRIBED IN
SECTION 08710 OF THESE SPECIFICATIONS.
4. PRE -CLEAN AND SHOP PRIME EACH FRAME FOR FINISH PAINTING WHICH WILL BE PERFORMED AT THE JOB SITE UNDER SECTION 09900.
5. ANCHORS SHALL BE TYPES SUITABLE FOR WALL CONSTRUCTION 3 PER JAMB AND FLOOR CLIPS, WITH 2 ANCHORS FOR EACH HEAD, (1 PER 12" OVER 36"). USE
GALVANIZED ANCHORS AND FASTENERS. AT 8' AT HIGHER USE 4 ANCHOR PER JAMB.
6. OBTAIN TEMPLATES FROM HARDWARE SUPPLIER, AND COORDINATE HARDWARE PLACEMENT WITH OTHER TRADES. PROVIDE CUT-OUTS AND WELDED STEEL
REINFORCEMENTS FOR HARDWARE, MINIMUM 1 GALVANIZED SHEET METAL PLASTER GUARDS BACK OF CUT-OUTS IN FRAMES. PROVIDE DRILLED HOLES AND
INSTALL MUTES.
7. WHERE INDICATED ON THE DRAWINGS TO BE FIRE RATED, LABELED, ETC. PROVIDE DOORS AND FRAMES WITH APPROPRIATE U.L. LABEL ATTACHED THERETO. IN
THE EVENT OF OVERSIZED OPENINGS, APPROVED NONCOMPLYING WALL CONSTRUCTION OR OTHER LEGITIMATE CAUSE PROHIBITING THE LEVELING OF AN
OPENING, DELIVER CERTIFICATE FROM MANUFACTURER THAT CONSTRUCTION AND ANCHORS CONFORM TO APPLICABLE UL REQUIREMENTS FOR SCHEDULED
RATINGS. REQUIREMENTS FOR SCHEDULED LABEL RATINGS.
8. INSTALL FRAMES PLUMB, STRAIGHT, IN TRUE ALIGNMENT AND RIGIDLY CONNECT TO WALLS AND BUILDING CONSTRUCTION. ERECT IN PROPER SEQUENCE WITH
WORK OF OTHER TRADES TO PREVENT DELAYS. CONFORM TO MANUFACTURER'S INSTRUCTIONS.
9. DOORS, FRAMES AND STOPS SHALL BE THOROUGHLY CLEANED, BONDERIZED AND GIVEN 1 COAT OF BAKED -ON METAL PRIMER AT THE FACTORY. FILL
DEPRESSIONS AND DEFECTS WITH MINERAL FILLER, SAND SMOOTH AND REPRIME.
09900 Painting
1. PAINT ALL SURFACES TO REMAIN EXPOSED IN THE FINISHED WORK WHETHER SPECIFICALLY INDICATED OR NOT, EXCEPT SHOP- AND FACTORY -FINISHED ITEMS
AND THOSE SPECIALLY INDICATED NOT TO BE PAINTED. NO NEW SURFACE SHALL HAVE LESS THAN ONE (1) PRIME COAT AND TWO (2) FINISH COATS: NO EXISTING
SURFACE SHALL HAVE LESS THAN ONE (1) FINISH COAT APPLIED UNDER THIS SECTION.
2. UNLESS OTHERWISE INDICATED, PAINTING IS NOT REQUIRED ON SURFACES IN CONCEALED AREAS AND INACCESSIBLE AREAS SUCH AS FURRED SPACES,
FOUNDATION SPACES UTILITY TUNNELS, PIPE SPACES, AND DUCT SHAFTS. METAL SURFACES OF ANODIZED ALUMINUM, STAINLESS STEEL, CHROMIUM PLATE,
COPPER, BRONZE, AND SIMILAR FINISHED MATERIALS WILL NOT REQUIRED PAINTING.
3. DO NOT PAINT MOVING PARTS OF OPERATING UNITS; MECHANICAL OR ELECTRICAL PARTS SUCH AS VALVE OPERATORS; LINKAGES; SENSING DEVICES; AND
MOTOR SHAFTS, UNLESS OTHERWISE INDICATED.
4. DO NOT PAINT OVER REQUIRED LABELS OR EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, NAME, OR NOMENCLATURE PLATES.
P THE SURROUNDING AIR TEMPERATURES A
5. DO NOT APPLY SOLVENT THINNED PAINTS WHEN THE TEMPERATURE OF SURFACES TO BE PAINTED AND U RE BELOW 45
DEGREES F, UNLESS OTHERWISE PERMITTED BY THE MANUFACTURERS' PRINTED INSTRUCTIONS. DO NOT APPLY PAINT IN SNOW, RAIN, FOG, OR MIST; OR WHEN
THE RELATIVE HUMIDITY EXCEEDS 85%; OR TO DAMP OR WET SURFACES, UNLESS OTHERWISE PERMITTED BY MANUFACTURER'S PRINTED INSTRUCTIONS,
6. UPON COMPLETION OF THE WORK OF THIS SECTION, DELIVER TO THE OWNER AN EXTRA STOCK (2 GALLONS UNOPENED) OF EACH COLOR, TYPE, AND GLOSS OF
PAINT USED IN THE WORK, TIGHTLY SEALING EACH CONTAINER, AND CLEARLY LABELING WITH CONTENTS AND LOCATION WHERE USED.
7, PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COAT. USE ONLY THE THINNERS RECOMMENDED BY THE PAINT
MANUFACTURER, AND USE ONLY TO THE RECOMMENDED LIMITS. INSOFAR AS PRACTICABLE, USE UNDERCOAT, FINISH COAT, AND THINNER MATERIAL AS PARTS
OF A UNIFIED SYSTEM OF PAINT FINISH.
8. MIX AND PREPARE PAINT MATERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHEN MATERIALS ARE NOT IN USE, STORE IN
TIGHTLY COVERED CONTAINERS. MAINTAIN CONTAINERS USED IN STORAGE, MIXING, AND APPLICATION OF PAINT IN A CLEAN CONDITION, FREE FROM FOREIGN
MATERIALS AND RESIDUE.
9. PERFORM PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH THE PAINT MANUFACTURER'S RECOMMENDATIONS. CLEAN EACH
SURFACE TO BE PAINTED PRIOR TO APPLYING PAINT OF SURFACE TREATMENT.
10. CLEAN WOOD SURFACES UNTIL FREE FROM DIRT, OIL, AND OTHER FOREIGN SUBSTANCE. SMOOTH FINISHED WOOD SURFACES EXPOSED TO VIEW, USING THE
PROPER SANDPAPER. WHERE SO REQUIRED, USE VARYING DEGREES OF COARSENESS IN SANDPAPER TO PRODUCE A UNIFORMLY SMOOTH AND UNMARRED
WOOD SURFACE.
11. ON GALVANIZED SURFACES, USE SOLVENT FOR THE INITIAL CLEANING, AND THEN TREAT THE SURFACE THOROUGHLY WITH PHOSPHORIC ACID, ETC. REMOVE
ETCHING SOLUTION COMPLETELY BEFORE PROCEEDING. ALLOW TO DRY THOROUGHLY BEFORE APPLICATION OF PAINT.
12. TOUCH-UP SHOP -APPLIED PRIME COATS WHICH HAVE BEEN DAMAGED, AND TOUCH UP BARE AREAS PRIOR TO START OF FINISH COATS APPLICATION,
13, BRUSH OUT AND WORK THE BRUSH COATS ONTO THE SURFACE IN AN EVEN FILM. CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS,
ROPINESS, AND OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE.
14. FINISH ELECTRIC PANELS, ACCESS DOORS, CONDUITS, PIPES, DUCTS, GRILLES, REGISTERS, VENTS AND ITEMS OF SIMILAR NATURE TO MATCH THE ADJACENT
WALL AND CEILING SURFACES, OR AS DIRECTED. PAINT VISIBLE DUCT SURFACES BEHIND VENTS, REGISTERS, AND GRILLES FLAT BLACK.
15. PAINT PRIME COATED HARDWARE TO MATCH ADJACENT SURFACES.
10000 Miscellaneous Items
1. TOILET ACCESSORIES SHALL BE "BOBRICK" OR APPROVED EQUAL.
2. TOILET PARTITIONS SHALL BE "BOBRICK" LAMINATE FACE OR APPROVED EQUAL. ALLOW FOR MULTIPLE COLORS. MAXIMUM SPACE BETWEEN WALL AND
PARTITION SHALL BE 1/2". MAXIMUM SPACE BETWEEN PARTITION DOOR AND JAMB SHALL BE Y4". ANY SPACES EXCEEDING THESE WILL BE CAUSE FOR REJECTION OF
WORK.
3. MOVEABLE PARTITIONS SHALL BE "MODERNFOLD SPACESETTER" MODEL 932 AS MANUFACTURED BY MODERNFOLD AND FURNISHED AND INSTALLED BY AN
AUTHORIZED DISTRIBUTOR. OPERATION SHALL CONSIST OF A SERIES OF PANELS HINGED IN PAIRS, MANUALLY OPERATED, FLAT PANELS, TOP SUPPORT.
4. ACCESS DOORS SHALL BE "INRYCO-DW" SINGLE LEAF 2436. CYLINDER LOCK - KEY ALL DOORS SAME - HINGED PER MANUFACTURER.
5. TEMPORARY JOB SIGN SHALL BE MINIMUM 8' LONG BY 4' HIGH ANCHORED SECURELY IN THE GROUND. THE SIGN SHALL NAME THE PROJECT, THE OWNER, THE
ARCHITECT AND CONSULTANTS, AND THE CONTRACTOR. MAINTAIN DURING CONSTRUCTION. REMOVE AT END OF PROJECT.
6. BUILDING ADDRESS SHALL BE 6" VINYL DIECUT ADHESIVE LETTERS, MEDIUM HELVETICA STYLE, LOCATE AT BUILDING ENTRANCE ON GLASS. VERIFY LOCATION
WITH OWNER.
7. VERIFY AND PROVIDE A "KNOX-BOX" PER THE DIRECTION OF THE LOCAL FIRE JURISDICTION. IF REQUIRED, COORDINATE LOCATION(S), STYLE, TYPE, AND KEYING
WITH THE FIRE DEPARTMENT.
WOOLPE RT
Architecture I Engineering I Geospatial
7635 Interactive Way
Suite 100
Indianapolis, IN 46278
317.299.7500
O�vELOPM Ely".
A Public /Private
Partnership
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City of Carmel
ko,, Indiana
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No.
AR 19600170
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REV DATE
DESCRIPTION
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02/28/2017
OWNER'S REVIEW
03/14/2017
BID SET
03/17/2017
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REV DATE
DESCRIPTION
02/28/2017
OWNER'S REVIEW
03/14/2017
BID SET
03/17/2017
PERMIT SET
Proj. No.: 077690
Date: 02/28/16
Sheet Name:
SPECIFICATIONS
G-003