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HomeMy WebLinkAbout17070018.3In Lj / V) 0) C C O 01 C Y 0 U) N E 0 / O U 0 r - n U) v V) 0 F- N U) V) Q U U Mw U / LLJ r) / 0 1 N E 0 C O L� N v �i E 0 Cn r- 0 N 01060 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. S. 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 TESTINGLABORATORY 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' 1AY 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 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 6. CONTRACTOR SHALL PROCEED WITH DUE CAUTION TO PROTECT THE 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 • ES5: SINGLE COMPONENT, NONSAG, CLASS 25, NONTRAFFIC EXPOSURE NEUTRAL CURE SILICONE, 50% EXTENSION, 50% COMPRESSION 795, DOW CORNING • ES6: 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. 5. 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`Yo 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. WOOL Architecture I Engii 7635 Interacth Suite 100 Indianapolis, I 317.299.7500 O�VtiLOP A Public, SIV' Partne Q City of t InA e No. * ARI STATE 9�H01A r RCHI1 a w CIO REV DATE DESCI 02/28/2017 160% OWNEI 1 1 03/13/2017 175% PRELIA I 104/04/2017 1 BID AND PE Proj. No.: Date: 4haaf Klnmc- 07; 021 SPECIFICAT