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HomeMy WebLinkAboutSEP 2nd Floor Permit Set 7-3-173 L O U I Ir - CD 0 CD 0 U M 0 U L Q •U r) WE C- 0 4-1 0) C- E E 0 a) ca 0 C - n ca a I— a� E 0- 0 a� a� a) ry C 0) Q0 Q0 r - O a� E L a U 4- 0 CD I E 0 C ro 0 N 0 L- Q - 4 -1 - a C- a SEP SOFTWARE ENGINEERING PROFESSIONAL OFFICE EXPANSION EMODEL A At W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 a w Cn REV I DATE '� No. " AR19600170 * STATE OF I J W D O U)w J � Q D Z Z O Q �n z U) � O z � Q a a X C� W Z w � U LU 5 - LU LL Z p z p LU p W J Q D Z � O O w O O N W U) Z N W p W cfl U Z ry W J 1-- W Z w� U co U DESCRIPTION 1 1 02/28/2017 160% OWNER'S REVIEW I 1 1 03/13/2017 175% PRELIMINARY SET I 1 1 04/04/2017 1 BID AND PERMIT SET I 4.4.2017 BID & PERMIT SET Proj. No.: 077690 Date: 02/28/17 Sheet Name: COVER SHEET G-001 L O O U I Ir— CD O U r) U co r) U L a co N WE n W I'll 13 C_ O 4-1U C_ L d F S �i� N a n .I U (' U O 0) Q0 Q0 r- 0 N E L d U 4- 0 CD N E d N I Iss C� 04 I GENERAL NOTES: 1. CONSTRUCTION DOCUMENTS (ERRORS OR OMISSIONS): A. G.C. TO HAVE A FULL UNDERSTANDING OF THE GENERAL CONDITIONS FOR THIS PROJECT - REFER TO CONTRACT GENERAL CONDITIONS INCLUDED IN THE CONTRACT DOCUMENTS. B. COORDINATE ALL PARTIES INVOLVED IN THE DECISION MAKING PROCESS PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THESE CONSTRUCTION DOCUMENTS. C. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL REVIEW THE ENTIRE SET OF CONSTRUCTION DOCUMENTS (DRAWINGS AND SPECIFICATIONS). D. ITEMS AFFECTING ALL TRADES ARE PLACED THROUGHOUT THE CONSTRUCTION DOCUMENTS. E. THERE WILL NOT BE ANY "EXTRAS' AWARDED TO A CONTRACTOR FOR AN ITEM THAT WAS INDICATED IN THE CONSTRUCTION DOCUMENTS, BUT WAS NOT PICKED UP BY THE CONTRACTOR FOR THE PARTICULAR TRADE. F. IF AMBIGUITY, INCONSISTENCIES, OR ERRORS ARE INDICATED IN THE CONSTRUCTION DOCUMENTS AND DISCOVERED BY GENERAL CONTRACTOR AND / OR SUB -CONTRACTOR, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND / OR THE SUB -CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE ARCHITECT / ENGINEER PRIOR TO CONSTRUCTION OR PRIOR TO FURTHER PROCEEDINGS WITH CONSTRUCTION SO THAT CONSTRUCTION DOCUMENTS CAN BE CLARIFIED AND CONSTRUCTION COSTS ARE MAINTAINED AT AFFORDABLE LEVELS. FAILURE TO NOTIFY THE ARCHITECT / ENGINEER WILL RESULT IN A COMPLETE WAIVER OF ALL LIABILITY FOR THE ARCHITECT / ENGINEER. G. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL VISIT THE SITE AND SHALL EXAMINE TO HIS SATISFACTION ALL OF THE PHYSICAL CONDITIONS THAT AFFECT HIS CONTRACT PRICE. THIS INCLUDES EXISTING SERVICE LOCATION, LOCATION OF EXISTING STRUCTURES AND EQUIPMENT. AVAILABILITY OF STORAGE OF MATERIALS, ADDITIONS TO THE CONTRACT PRICE WILL NOT BE APPROVED FOR IGNORANCE OF THE EXISTING CONDITIONS OF THE SITE AND SURROUNDING AREAS, WHETHER SUCH CONDITIONS ARE INDICATED IN THE CONSTRUCTION DOCUMENTS OR NOT. H. THE GENERAL CONTRACTOR AND SUB -CONTRACTOR BY COMMENCING OF WORK ACCEPTS THE CONDITIONS OF THE SITE AND THE COMPLETENESS OF THE CONSTRUCTION DOCUMENTS (DRAWINGS AND SPECIFICATIONS). I. INTERFERENCES. VIOLATIONS, AND FIELD CHANGES BY THE GENERAL CONTRACTOR OR SUB -CONTRACTOR WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT / ENGINEER THAT AFFECT THE DESIGN INTENT OF THESE CONSTRUCTION DOCUMENTS SHALL HOLD THE GENERAL CONTRACTOR AND / OR SUB -CONTRACTOR FULLY RESPONSIBLE FOR THE LIABILITY INVOLVED OF SAID CHANGES. ANY CHANGES THAT HAVE NOT BEEN APPROVED IN WRITING BY THE ARCHITECT / ENGINEER SHALL RESULT IN A COMPLETE WAIVER OF ALL USABILITY FOR THE ARCHITECT / ENGINEER. ANY SAID CHANGES THAT RESULT IN ADDITIONAL FEES AND DO NOT HAVE THE WRITTEN APPROVAL OF THE ARCHITECT / ENGINEER AND / OR OWNER OR OWNER'S REPRESENTATIVE ABOVE THE ORIGINAL CONTRACTOR PRICE, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NOT THE OWNER. 2. BUILDING CODES, REGULATIONS AND CONSTRUCTION PRACTICES: A. ALL CONSTRUCTION TECHNIQUES, MATERIALS SELECTIONS, AND FINISHED CONSTRUCTION IS TO COMPLY WITH FEDERAL, STATE AND LOCAL MUNICIPALITY REGULATIONS. GUIDELINES, AND CODES. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER SO THAT PROPER DESIGN CAN BE IMPLEMENTED. B. ANY CHANGES TO THE DESIGN INTENT BY THE GENERAL CONTRACTOR AND / OR SUB -CONTRACTOR THAT RESULTS IN THE BUILDING OR SITE TO BE OUT OF COMPLIANCE WITH ALL APPLICABLE REGULATIONS, GUIDELINES, AND CODES SHALL BE COORDINATED WITH THE ARCHITECT / ENGINEER SO THAT CORRECTIONS CAN BE DESIGNED IN A TIME AND COST EFFECTIVE MANNER. ANY ADDITIONAL FEES INCURRED BECAUSE OF SAID CHANGES SHALL BE AT THE EXPENSE OF THE GENERAL CONTRACTOR AND OR SUB -CONTRACTOR. THIS INCLUDES ADDITIONAL FEES FOR DESIGN AND ENGINEERING. FAILURE TO NOTIFY THE ARCHITECT / ENGINEER TO THESE VIOLATIONS SHALL RESULT IN THE COMPLETE WAIVER OF LIABILITY TO THE ARCHITECT / ENGINEER. C. ALL ELECTRICAL WORK SHALL CONFORM TO N.E.C. (CURRENT EDITION) D. ALL REQUIREMENTS FOR THE AMERICANS WITH DISABILITIES ACT, FEDERAL FAIR HOUSING GUIDELINES, ANSI A117.1 STANDARDS, OR OTHER STATE AND LOCAL ACCESSIBILITY REGULATIONS SHALL BE CONSTRUCTED TO AND MAINTAINED. E. THE GENERAL CONTRACTOR AND / OR SUB -CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND PAYING FOR RELEVANT BUILDING PERMITS, ZONING CERTIFICATES, ETC. UNLESS STATED OTHERWISE OR PREVIOUS WRITTEN AGREEMENTS ARE IN PLACE. IN DOING SO, THE CONTRACTOR MUST PROVIDE A COPY OF ALL ADJUDICATION ORDERS, PERMITS, AND OTHER RELATED PAPERWORK TO ARCHITECT / ENGINEER FOR THEIR RECORD. F. ANY ADJUDICATION ORDERS RESULTING FROM THE INITIAL CONSTRUCTION DOCUMENT REVIEW BY ALL MUNICIPALITIES SHALL BE RESOLVED BY THE ARCHITECT / ENGINEER. DESIGN REQUIREMENTS RESULTING BECAUSE OF ADDITIONAL PLAN REVIEW REQUIREMENTS THAT WERE NOT AN ORIGINAL PART OF THE ARCHITECTS / ENGINEERS SCOPE OF BASIC SERVICES MAY BE BILLED AS AN EXTRA. G. AT TIMES THERE ARE UNFORESEEN CIRCUMSTANCES THAT MAY ARISE AS A RESULT OF LOCAL BUILDING OFFICIAL OR ZONING OFFICIAL'S REQUEST DURING THE INITIAL PLAN REVIEW, THESE CHANGES IN DESIGN INTENT THAT INCREASE CONSTRUCTION COSTS SHALL BE EXAMINED ON A CASE BY CASE BASIS. ALL CONTRACTOR FEES RESULTED FROM SAID CHANGES SHALL BE APPROVED BY THE ARCHITECT / ENGINEER AND / OR OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. H. CONTRACTOR SHALL SUPPLY AND PAY FOR ALL TEMPORARY POWER. 3. DIMENSIONS: A. DIMENSIONS INDICATED ON THE PLANS ARE FACE OF MASONRY OR FACE OF STUD UNLESS STATED OTHERWISE. B. DIMENSIONS FOR INDICATION OF HEIGHTS ARE FROM ABOVE FINISH FLOOR (AFF). C. ALL CONTRACTORS SHALL FIELD VERIFY DIMENSIONS. D. CONTRACTORS ARE TO USE DIMENSIONS INDICATED IN CONSTRUCTION DOCUMENTS (FIGURED DIMENSIONS). DO NOT SCALE PLANS FOR DIMENSIONS. IF THERE IS A DISCREPANCY IN THE CONSTRUCTION DOCUMENTS OR ADDITIONAL INFORMATION IS NEEDED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT / ENGINEER. 4. SITE, BUILDING, AND MATERIAL CONDITIONS AND GUARANTEES (PRIOR TO AND DURING CONSTRUCTION): A. GENERAL CONTRACTOR AND / OR SUB -CONTRACTOR SHALL OBTAIN "ALL RISK' INSURANCE AND ALL CUSTOMARY STATUTORY INSURANCE FOR COMPREHENSIVE GENERAL LIABILITY, ETC. ADDITIONAL INSURANCE MAY BE REQUIRED AT THE REQUEST OF THE OWNER OR OWNER'S REPRESENTATIVE. B. OVERHEAD AND UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED TO DETERMINE IF THERE IS ANY INTERFERENCE WITH NEW OR REMODELED CONSTRUCTION. THE REMOVAL OR REWORK OF THESE INTERFERENCES WHETHER INDICATED IN THE CONSTRUCTION DOCUMENTS OR NOT, SHALL BE COORDINATED BETWEEN THE GENERAL CONTRACTOR. SUB -CONTRACTOR, ARCHITECT / ENGINEER, AND OWNER OR OWNER'S REPRESENTATIVE TO DETERMINE THE METHOD TO RESOLVE SAID INTERFERENCE, ANY COSTS ASSOCIATED WITH THIS INTERFERENCE SHALL NOT BE BILLED AS AN "EXTRA". PLEASE NOTE THAT IT IS VERY IMPORTANT THAT THESE CONDITIONS BE VERIFIED PRIOR TO CONSTRUCTION SO THAT ALL CONTRACTS AND FEES CAN BE RESOLVED UP FRONT. C. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE NEW AND FREE FROM DEFECTS. D. ALL MATERIALS DELIVERED TO THE JOB SITE ARE TO BE NEW UNLESS STATED OTHERWISE. E. GENERAL CONTRACTOR AND / OR SUB -CONTRACTORS SHALL PROTECT ALL MATERIALS AND EQUIPMENT FROM DAMAGE. VANDALISM. AND THEFT. PROVIDE ALL NECESSARY BARRICADES, TEMPORARY SUPPORT, PARTITIONS, DUST SHIELDS, SCAFFOLDINGS, ETC. AS REQUIRED TO PROVIDE THIS PROTECTION. THIS INCLUDES PROTECTION OF THE ADJACENT SITES AND BUILDINGS. F. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OR FORMAL ACCEPTANCE FROM OWNER. DURING THIS PERIOD, THE GENERAL CONTRACTOR AND / OR SUB -CONTRACTOR SHALL CORRECT ANY PROBLEMS DUE TO DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP AT NO COST TO THE OWNER. THESE CONDITIONS MUST BE CORRECTED TO THE APPROVAL OF THE OWNER OR THE OWNER'S REPRESENTATIVE. G. NO SUBSTITUTIONS OF SPECIFIED MATERIALS OR EQUIPMENT SHALL BE ACCEPTED UNLESS A WRITTEN REQUEST FOR APPROVAL IS SUBMITTED TO THE ARCHITECT / ENGINEER AND THE CONTRACTOR HAS RECEIVED BACK WRITTEN APPROVAL BY THE ARCHITECT / ENGINEER IN THE FORM OF AN ADDENDUM OR BULLETIN. H. ANY DEBRIS LOCATED ON THE SITE (EITHER EXISTING OR CREATED DURING CONSTRUCTION) SHALL BE REMOVED LEGALLY. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUB -CONTRACTORS TO MAINTAIN A CLEAN SITE AND BUILDING AT ALL TIMES. REMOVAL OF RUBBISH AND DEBRIS SHALL BE DAILY DURING AND AFTER THE COMPLETION OF CONSTRUCTION. I. GENERAL CONTRACTOR AND / OR SUB -CONTRACTOR SHALL COORDINATE ANY TEMPORARY INTERRUPTIONS IN UTILITIES WITH THE OWNER AND ANY OTHER AFFECTED PARTIES SUCH AS ADJACENT TENANTS OR OWNERS. EVERY EFFORT SHALL BE MADE TO GIVE MAXIMUM ADVANCED NOTICE IN ORDER TO PROVIDE A SATISFACTORY MEANS OF PROPER SCHEDULING OF ALL PARTIES CONCERNED. LOSS IN REVENUES DUE TO CONTRACTOR COMMUNICATION FAILURES MAY RESULT IN CHARGES BACK TO THE CONTRACTOR BY ALL PARTIES INVOLVED. J. WHERE ANY MECHANICAL, ELECTRICAL, PLUMBING, OR BUILDING FEATURES INTERFERE WITH EACH OTHER AND DO NOT ALLOW FOR PROPER CONSTRUCTION TECHNIQUES OR DESIGN INTENT, GENERAL CONTRACTOR AND / OR SUB -CONTRACTOR SHALL NOTIFY ARCHITECT / ENGINEER ABOUT SAID CONDITIONS SO THAT COST AND TIME EFFICIENT DESIGN SOLUTIONS CAN BE RESOLVED PRIOR TO CONTINUANCE OF CONSTRUCTION. AN ADDENDUM OR BULLETIN MAY BE ISSUED TO RESOLVE THESE CONDITIONS. K. ANY ADDITIONAL STRUCTURAL LOADS. EITHER TEMPORARY OR PERMANENT, THAT ARE NOT A PART OF THESE CONSTRUCTION DOCUMENTS SHALL BE APPROVED IN WRITING BY THE ARCHITECT / ENGINEER PRIOR TO IMPOSING SAID LOAD. 5. SHOP DRAWINGS: A. SHOP DRAWINGS ARE TO BE SUBMITTED TO ARCHITECT / ENGINEER FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. B. GENERAL CONTRACTOR AND / OR SUB -CONTRACTOR SHALL SUBMIT (2) COPIES OF ANY DRAWINGS AND (5) COPIES OF ANY PRODUCT LITERATURE TO ARCHITECT / ENGINEER FOR APPROVAL C. SHOP DRAWINGS THAT ARE RECEDED BY THE GENERAL CONTRACTOR AND / OR SUB -CONTRACTORS THAT ARE NOT SUBMITTED TO THE ARCHITECT / ENGINEER FOR APPROVAL SHALL RESULT IN THE COMPLETE WAIVER OF LIABILITY FOR THE ARCHITECT / ENGINEER OF SAID MATERIAL OR CONSTRUCTION STANDARDS. ANY CONDITIONS RESULTING IN FIELD CHANGES BECAUSE SHOP DRAWINGS INCONSISTENCIES SHALL BE HELD LIABLE TO THE GENERAL CONTRACTOR AND / OR SUB -CONTRACTORS. CONDITIONS THAT RESULT IN A CHANGE OF DESIGN INTENT MAY BE REQUIRED TO BE CORRECTED AT NO COST TO THE ARCHITECT / ENGINEER AND / OR OWNER OR OWNER'S REPRESENTATIVE. D. ALL TRUSSES, STEEL DESIGN, ANCHOR BOLTS / PLATES, STRUCTURAL MATERIALS, ETC. MUST BE APPROVED BY THE ARCHITECT / ENGINEER. E. SHOP DRAWINGS AND SUBMITTALS SHALL BE REVIEWED AND APPROVED BY THE GENERAL/TRADE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. UNAPPROVED SHOP DRAWINGS & SUBMITTALS WILL NOT BE REVIEWED BY THE ARCHITECT/ENGINEER. F. ARCHITECT/ENGINEERS REVIEW SHALL BE FOR GENERAL CONFORMANCE WITH DESIGN INTENT ONLY, W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 a LU cf) REV I DATE O-";K s AFR-... �► '� No. " AR19600170 * STATE OF I vJ Q Z 0 �U) VJ W LL 0/ L^.L L.L V Z 0. LU LU �Z V Z W W 0 0 2 W ry 0 Z Q Z 0 VJ Z x W LLI U_ LL LL 0 0. 0 0 LL 0 Z 0 U ♦LLI VJ O O N L LI U) Z N W p L LI (fl Z w J I-_ W Z C)I co U DESCRIPTION 1 1 02/28/2017 160% OWNER'S REVIEW I 1 1 03/13/2017 175% PRELIMINARY SET I 1 1 04/04/2017 1 BID AND PERMIT SET I 4.4.2017 BID & PERMIT SET Proj. No.: 077690 Date: 02/28/17 Sheet Name: GENERAL NOTES G-002 ON L O > O U 1 Ir - CD O U r) U / U3 0) U L a co N 0- U U n LLJ U) U3 0) 0 13 C_ O 4- 0) C_ L d F U) N E d / N a n U) 1z d F N E 0- 0 O N > N N ry N U) Q U CC U O 0) Q0 Q0 r - CD N L d U 4- 0 U W 0 (D N E a C_ N L.� E a C� O N C O L Q_ a N C_ L_ 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. 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. S. 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 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. • ESI: 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, PRINTABLE, 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% 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. %A1 WOO LPE RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 a w REV I DATE OACaK s t **--. ► No. " AR19600170 * STATE OF I J W D O U)w J � Q D Z Z O Q �n z U) � O z � Q a a X C� W Z w � U w U_ w U_ Z p z p w p W J Q D Z � O O w O O N U-1 U) z N W g L LI (fl �z LJJ J z2 Lij UQ co U DESCRIPTION 1 1 02/28/2017 160% OWNER'S REVIEW 1 1 03/13/2017 175% PRELIMINARY SET 4.4.2017 BID &PERMIT SET 1 04/04/2017 1 BID AND PERMIT SET 1 Proj. No.: 077690 Date: 02/28/17 Sheet Name: SPECIFICATIONS G-003 ON L O O U I CD O U 0 U co r) U L a co N n w co IS ca d O 0) Q0 Q0 r- 0 N E L d U 4- 0 U W 0 C6] N C_ L_ 033543 Polished Concrete Finishing 1. SUMMARY: SECTION INCLUDES POLISHED CONCRETE FINISHING, INCLUDING STAINING. 2. ACTION SUBMITTALS PRODUCT DATA: FOR EACH TYPE OF PRODUCT. SAMPLES: FOR EACH TYPE OF PRODUCT REQUIRING COLOR SELECTION. 3. QUALITY ASSURANCE - FIELD SAMPLE PANELS: AFTER APPROVAL OF SAMPLES, PRODUCE FIELD SAMPLE PANELS TO DEMONSTRATE THE APPROVED RANGE OF SELECTIONS MADE UNDER SAMPLE SUBMITTALS. PRODUCE A MINIMUM OF THREE SETS OF FULL-SCALE PANELS, APPROXIMATELY 48 BY 48 INCHES (1200 BY 1200 MM) MINIMUM, TO DEMONSTRATE THE EXPECTED RANGE OF FINISH, COLOR, AND APPEARANCE VARIATIONS. LOCATE PANELS AS INDICATED OR, IF NOT INDICATED, AS DIRECTED BY ARCHITECT. MAINTAIN FIELD SAMPLE PANELS DURING CONSTRUCTION IN AN UNDISTURBED CONDITION AS A STANDARD FOR JUDGING THE COMPLETED WORK. DEMOLISH AND REMOVE FIELD SAMPLE PANELS WHEN DIRECTED. 4. STAIN MATERIALS - REACTIVE STAIN: ACIDIC -BASED STAIN WITH WETTING AGENTS AND HIGH-GRADE, UV -STABLE METALLIC SALTS THAT REACT WITH CALCIUM HYDROXIDE IN CURED CONCRETE TO PRODUCE PERMANENT, VARIEGATED, OR TRANSLUCENT COLOR EFFECTS. BASIS OF DESIGN: SCOFIELD CHEMSTAIN, BLACK (CS -1) OR EQUAL BY APPROVED MANUFACTURERS: KEMIKO, W.R. MEADOWS, SUPER-KRETE STAINS SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS." 5. POLISHING - POLISH: LEVEL 2: LOW SHEEN, 400 GRIT. APPLY POLISHED CONCRETE FINISH SYSTEM TO CURED AND PREPARED SLABS. MACHINE GRIND FLOOR SURFACES TO RECEIVE POLISHED FINISHES LEVEL AND SMOOTH. APPLY REACTIVE STAIN FOR POLISHED CONCRETE IN POLISHING SEQUENCE AND ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. APPLY PENETRATING LIQUID FLOOR TREATMENT FOR POLISHED CONCRETE IN POLISHING SEQUENCE AND ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS, ALLOWING RECOMMENDED DRYING TIME BETWEEN SUCCESSIVE COATS. APPLY PENETRATING STAIN FOR POLISHED CONCRETE IN POLISHING SEQUENCE AND ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. CONTINUE POLISHING WITH PROGRESSIVELY FINER -GRIT DIAMOND POLISHING PADS TO GLOSS LEVEL, TO MATCH APPROVED MOCKUP. CONTROL AND DISPOSE OF WASTE PRODUCTS PRODUCED BY GRINDING AND POLISHING OPERATIONS. NEUTRALIZE AND CLEAN POLISHED FLOOR. SURFACES. 6. ALLOW CONCRETE SURFACE TO DRY BEFORE APPLYING STAIN. VERIFY READINESS OF CONCRETE TO RECEIVE STAIN ACCORDING TO ASTM D 4263 BY TIGHTLY TAPING 18 -BY -18 -INCH (450 -BY -450 -MM), 4 -MIL- (0.1 -MM-) THICK POLYETHYLENE SHEET TO A REPRESENTATIVE AREA OF CONCRETE SURFACE. APPLY STAIN ONLY IF NO EVIDENCE OF MOISTURE HAS ACCUMULATED UNDER SHEET AFTER 16 HOURS. 7. REACTIVE STAIN: APPLY REACTIVE STAIN TO CONCRETE SURFACES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS FOLLOWS: APPLY STAIN BY UNCOLORED BRISTLE BRUSH, ROLLER, OR HIGH-VOLUME, LOW-PRESSURE SPRAYER AND IMMEDIATELY SCRUB INTO CONCRETE SURFACE WITH UNCOLORED, ACID -RESISTANT NYLON -BRISTLE BRUSHES IN CONTINUOUS, CIRCULAR MOTION. DO NOT SPREAD STAIN AFTER FIZZING STOPS. ALLOW TO DRY FOUR HOURS AND REPEAT APPLICATION OF STAIN IN SUFFICIENT QUANTITY TO OBTAIN COLOR CONSISTENT WITH APPROVED MOCKUP. REMOVE STAIN RESIDUE AFTER. FOUR. HOURS BY WET SCRUBBING WITH COMMERCIAL -GRADE DETERGENT RECOMMENDED BY STAIN MANUFACTURER. RINSE UNTIL WATER. IS CLEAR.. CONTROL, COLLECT, AND LEGALLY DISPOSE OF RUNOFF. 8. PENETRATING STAIN: APPLY PENETRATING STAIN TO CONCRETE SURFACES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS FOLLOWS: APPLY FIRST COAT OF STAIN TO DRY, CLEAN SURFACES BY AIRLESS SPRAYER OR BY HIGH-VOLUME, LOW-PRESSURE SPRAYER. ALLOW TO DRY FOUR HOURS AND REPEAT APPLICATION OF STAIN IN SUFFICIENT QUANTITY TO OBTAIN COLOR CONSISTENT WITH APPROVED MOCKUP. RINSE UNTIL WATER IS CLEAR. CONTROL, COLLECT, AND LEGALLY DISPOSE OF RUNOFF. 095123 Acoustical Tile Ceilings 1. SUMMARY A.GENERAL CONTRACTOR TO PROVIDE: *ALL WORK ASSOCIATED WITH ACOUSTICAL TILE CEILINGS. B. SECTION INCLUDES ACOUSTICAL TILES AND CONCEALED SUSPENSION SYSTEMS FOR CEILINGS. 2. QUALITY ASSURANCE A.TESTING AGENCY QUALIFICATIONS: QUALIFIED ACCORDING TO NVLAP. B. MOCKUPS: BUILD MOCKUPS TO VERIFY SELECTIONS MADE UNDER SAMPLE SUBMITTALS AND TO DEMONSTRATE AESTHETIC EFFECTS AND SET QUALITY STANDARDS FOR MATERIALS AND EXECUTION. *BUILD MOCKUP OF TYPICAL CEILING AREA AS SHOWN ON DRAWINGS. *SUBJECT TO COMPLIANCE WITH REQUIREMENTS, APPROVED MOCKUPS MAY BECOME PART OF THE COMPLETED WORK IF UNDISTURBED AT TIME OF SUBSTANTIAL COMPLETION. 3. PERFORMANCE REQUIREMENTS A.SEISMIC PERFORMANCE: ACOUSTICAL CEILING SHALL WITHSTAND THE EFFECTS OF EARTHQUAKE MOTIONS DETERMINED ACCORDING TO ASCE/SEI 7. B. SURFACE -BURNING CHARACTERISTICS: COMPLY WITH ASTM E 84; TESTING BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY. *FLAME -SPREAD INDEX: COMPLY WITH ASTM E 1264 FOR CLASS A MATERIALS. *SMOKE -DEVELOPED INDEX: 450OR LESS. 4. ACOUSTICAL TILE CEILINGS, GENERAL A.LOW-EMITTING, MATERIALS: ACOUSTICAL TILE CEILINGS SHALL COMPLY WITH THE TESTING, AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." B. ACOUSTICAL TILE STANDARD: COMPLY WITH ASTM E 1264. C. METAL SUSPENSION SYSTEM STANDARD: COMPLY WITH ASTM C 635. D. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES THE DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1, "DIRECT HUNG," UNLESS OTHERWISE INDICATED. COMPLY WITH SEISMIC DESIGN REQUIREMENTS. 5. ACOUSTICAL TILES A.BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS INDICATED ON DRAWINGS OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING: *ARMSTRONG WORLD INDUSTRIES, INC. •CERTAINTEED CORP. •USG INTERIORS, INC.; SUBSIDIARY OF USG CORPORATION. B. CLASSIFICATION: TYPE X11, FORM 2, PATTERN E C. TYPE ACT -1 (HIGH NRC): .BASIS OF DESIGN: ARMSTRONG ULTIMA OPEN PLAN OR EQUAL. *COLOR: WHITE, LR: .89 *NRC: MIN..75, TYPE E-400 MOUNTING ACCORDING TO ASTM E 795. •CAC: 35. •AC: 170. •EDGE/JOINT DETAIL: BEVELED TEGULAR EDGETHICKNESS: 3/4" *MODULAR SIZE: 24 BY 24 INCHES *TEXTURE: FINE 6. METAL SUSPENSION SYSTEM A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: *ARMSTRONG WORLD INDUSTRIES, INC. *USG INTERIORS, INC.; SUBSIDIARY OF USG CORPORATION. B. STRUCTURAL CLASSIFICATION: HEAVY-DUTY SYSTEM. C. ACCESS: UPWARD ROLL -FORMED, SHEET -METAL EDGE MOLDINGS AND TRIM: MANUFACTURER'S STANDARD MOLDINGS FOR EDGES AND PENETRATIONS COMPLYING WITH SEISMIC DESIGN REQUIREMENTS; FORMED FROM SHEET METAL OF SAME MATERIAL, FINISH, AND COLOR AS THAT USED FOR EXPOSED FLANGES OF SUSPENSION -SYSTEM RUNNERS. 7. INSTALLATION A.INSTALL ACOUSTICAL TILE CEILINGS TO COMPLY WITH ASTM C 636/C 636M AND SEISMIC DESIGN REQUIREMENTS INDICATED, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND CISCA'S "CEILING SYSTEMS HANDBOOK." B. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL TILES TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USING LESS -THAN -HALF -WIDTH TILES AT BORDERS, AND COMPLY WITH LAYOUT SHOWN ON REFLECTED CEILING PLANS. C. ARRANGE DIRECTIONALLY PATTERNED ACOUSTICAL TILES AS INDICATED ON REFLECTED CEILING PLANS. 096513 Resilient Base and Accessories 1. SUMMARY A. GENERAL CONTRACTOR TO PROVIDE: *RESILIENT BASE. *RESILIENT MOLDING ACCESSORIES. 2. PROJECT CONDITIONS A.MAINTAIN AMBIENT TEMPERATURES WITHIN RANGE RECOMMENDED BY MANUFACTURER IN SPACES TO RECEIVE RESILIENT PRODUCTS. B. UNTIL SUBSTANTIAL COMPLETION, MAINTAIN AMBIENT TEMPERATURES WITHIN RANGE RECOMMENDED BY MANUFACTURER. C. INSTALL RESILIENT PRODUCTS AFTER. OTHER. FINISHING OPERATIONS, INCLUDING PAINTING, HAVE BEEN COMPLETED. 3. RESILIENT BASE A.RESILIENT BASE: •MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS INDICATED ON DRAWINGS OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING: 1. JOHNSONITE 2. ARMSTRONG WORLD INDUSTRIES, INC. 3. FLEXCO, INC. 4. MONDO RUBBER INTERNATIONAL, INC. 5. ROPPE CORPORATION, USA. B. RESILIENT BASE STANDARD: ASTM F 1861. •MATERIAL REQUIREMENT: TYPE TS (RUBBER, VULCANIZED THERMOSET)] *MANUFACTURING METHOD: GROUP I (SOLID, HOMOGENEOUS. •STYLE: COVE (BASE WITH TOE. C. MINIMUM THICKNESS: 0.125 INCH (3.2 MM). D.HEIGHT: 4 INCHES (102 MM)]. E. LENGTHS: COILS IN MANUFACTURER'S STANDARD LENGTH. F. OUTSIDE CORNERS: PREFORMED. &INSIDE CORNERS: JOB FORMED OR PREFORMED. H. FINISH: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE]. I. COLORS AND PATTERNS: AS SELECTED BY ARCHITECT FROM FULL RANGE OF INDUSTRY COLORS. 4. RESILIENT MOLDING ACCESSORY A.RESILIENT MOLDING ACCESSORY: *MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1. BURKE MERCER FLOORING PRODUCTS; DIVISION OF BURKE INDUSTRIES, INC. 2. FLEXCO, INC. 3. JOHNSONITE. 4. ROPPE CORPORATION, USA. B. DESCRIPTION: REDUCER STRIP FOR RESILIENT FLOOR COVERING AND TRANSITION STRIPS. C. MATERIAL: RUBBER. D. PROFILE AND DIMENSIONS: PROVIDE VERTICAL LIP ON MOULDING OF MAXIMUM % INCH. PROVIDE BEVEL CHANGE IN LEVEL BETWEEN % AND % INCH WITH SLOPE NO GREATER THAN 1:2.. E. COLORS AND PATTERNS: AS SELECTED BY ARCHITECT FROM FULL RANGE OF INDUSTRY COLORS. 5. INSTALLATION MATERIALS A.TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX -MODIFIED, PORTLAND CEMENT BASED OR BLENDED HYDRAULIC -CEMENT -BASED FORMULATION PROVIDED OR APPROVED BY MANUFACTURER FOR APPLICATIONS INDICATED. B. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED. *ADHESIVES SHALL HAVE A VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24. •ADHESIVES SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING .SMALL-SCALE ENVIRONMENTAL CHAMBERS." C. METAL EDGE STRIPS: EXTRUDED ALUMINUM WITH MILL FINISH OF WIDTH SHOWN, OF HEIGHT REQUIRED TO PROTECT EXPOSED EDGES OF TILES, AND IN MAXIMUM AVAILABLE LENGTHS TO MINIMIZE RUNNING JOINTS. 6. PREPARATION A.PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF RESILIENT PRODUCTS. B. CONCRETE SUBSTRATES FOR RESILIENT ACCESSORIES: PREPARE ACCORDING TO ASTM F 710. *VERIFY THAT SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS, AND HARDENERS. •REMOVE SUBSTRATE COATINGS AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH ADHESIVES AND THAT CONTAIN SOAP, WAX, OIL, OR SILICONE, USING MECHANICAL METHODS RECOMMENDED BY MANUFACTURER. DO NOT USE SOLVENTS. •ALKALINITY AND ADHESION TESTING: PERFORM TESTS RECOMMENDED BY MANUFACTURER. *MOISTURE TESTING: PERFORM TESTS RECOMMENDED BY MANUFACTURER AND AS FOLLOWS. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES PASS TESTING. 1. PERFORM ANHYDROUS CALCIUM CHLORIDE TEST, ASTM F 1869. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES HAVE MAXIMUM MOISTURE -VAPOR -EMISSION RATE OF 3 LB OF WATER/1000 SQ. FT. (1.36 KG OF WATER/92.9 SQ. M) IN 24 HOURS. 2. PERFORM RELATIVE HUMIDITY TEST USING IN SITU PROBES, ASTM F 2170. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES HAVE MAXIMUM 75 PERCENT RELATIVE HUMIDITY LEVEL MEASUREMENT. C. FILL CRACKS, HOLES, AND DEPRESSIONS IN SUBSTRATES WITH TROWELABLE LEVELING AND PATCHING COMPOUND AND REMOVE BUMPS AND RIDGES TO PRODUCE A UNIFORM AND SMOOTH SUBSTRATE. D. DO NOT INSTALL RESILIENT PRODUCTS UNTIL THEY ARE SAME TEMPERATURE AS THE SPACE WHERE THEY ARE TO BE INSTALLED. •MOVE RESILIENT PRODUCTS AND INSTALLATION MATERIALS INTO SPACES WHERE THEY WILL BE INSTALLED AT LEAST 48 HOURS IN ADVANCE OF INSTALLATION. E. SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY RESILIENT PRODUCTS IMMEDIATELY BEFORE INSTALLATION. 7. RESILIENT BASE INSTALLATION A.COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT BASE. B. APPLY RESILIENT BASE TO WALLS, COLUMNS, PILASTERS, CASEWORK AND CABINETS IN TOE SPACES, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED. C. INSTALL RESILIENT BASE IN LENGTHS AS LONG AS PRACTICABLE WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. D.TIGHTLY ADHERE RESILIENT BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SUBSTRATES. E. DO NOT STRETCH RESILIENT BASE DURING INSTALLATION. 8. CLEANING AND PROTECTION A.COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING AND PROTECTION OF RESILIENT PRODUCTS. B. COVER RESILIENT PRODUCTS UNTIL SUBSTANTIAL COMPLETION. 096813 Tile Carpeting 1. SUMMARY A.SECTION INCLUDES MODULAR, CARPETTILE. B. RELATED REQUIREMENTS: *SECTION 09653 "RESILIENT BASE AND ACCESSORIES" FOR RESILIENT WALL BASE AND ACCESSORIES INSTALLED WITH CARPET TILE. 2. WARRANTY A.SPECIAL WARRANTY FOR CARPET TILES: MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF CARPET TILE INSTALLATION THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. *WARRANTY DOES NOT INCLUDE DETERIORATION OR FAILURE OF CARPET TILE DUE TO UNUSUAL TRAFFIC, FAILURE OF SUBSTRATE, VANDALISM, OR. ABUSE. •FAILURES INCLUDE, BUT ARE NOT LIMITED TO, MORE THAN 10 PERCENT EDGE RAVELING, SNAGS, RUNS, DIMENSIONAL STABILITY, EXCESS STATIC DISCHARGE, LOSS OF TUFT BIND STRENGTH, LOSS OF FACE FIBER, AND DELAMINATION. *WARRANTY PERIOD: LIFETIME FROM DATE OF FINAL ACCEPTANCE. 3. CARPET TILE A.BASIS-OF-DESIGN PRODUCT: PROVIDE PRODUCTS INDICATED ON DRAWINGS OR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING: *INTERFACE. •MILLIKEN. *SHAW CARPET. B. COLOR: AS SCHEDULED. C. PATTERN: AS SCHEDULED. D. SIZE: AS SCHEDULED. 4. INSTALLATION ACCESSORIES A.TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX -MODIFIED, HYDRAULIC -CEMENT -BASED FORMULATION PROVIDED OR. RECOMMENDED BY CARPETTILE MANUFACTURER. B. ADHESIVES: WATER-RESISTANT, MILDEW -RESISTANT, NONSTAINING, PRESSURE -SENSITIVE TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS INDICATED, THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET TILE AND IS RECOMMENDED BY CARPET TILE MANUFACTURER FOR RELEASABLE INSTALLATION. C. METAL EDGE/TRANSITION STRIPS: EXTRUDED ALUMINUM WITH MILL FINISH OF PROFILE AND WIDTH SHOWN, OF HEIGHT REQUIRED TO PROTECT EXPOSED EDGE OF CARPET, AND OF MAXIMUM LENGTHS TO MINIMIZE RUNNING JOINTS. 5. EXAMINATION A.EXAMINE SUBSTRATES, AREAS, AND CONDITIONS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR MAXIMUM MOISTURE CONTENT, ALKALINITY RANGE, INSTALLATION TOLERANCES, AND OTHER. CONDITIONS AFFECTING CARPETTILE PERFORMANCE. EXAMINE CARPET TILE FOR TYPE, COLOR., PATTERN, AND POTENTIAL DEFECTS. B. CONCRETE SUBFLOORS: VERIFY THAT CONCRETE SLABS COMPLY WITH ASTM F 710 AND THE FOLLOWING: *SLAB SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS, HARDENERS, AND OTHER MATERIALS THAT MAY INTERFERE WITH ADHESIVE BOND. DETERMINE ADHESION AND DRYNESS CHARACTERISTICS BY PERFORMING BOND AND MOISTURE TESTS RECOMMENDED BY CARPETTILE MANUFACTURER. •SUBFLOOR FINISHES COMPLY WITH REQUIREMENTS SPECIFIED IN SECTION 033000 "CAST -IN-PLACE CONCRETE" FOR SLABS RECEIVING CARPET TILE. *SUBFLOORS ARE FREE OF CRACKS, RIDGES, DEPRESSIONS, SCALE, AND FOREIGN DEPOSITS. C. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 6. PREPARATION A.GENERAL: COMPLY WITH CRI 104, SECTION 6.2, "SITE CONDITIONS; FLOOR PREPARATION," AND WITH CARPETTILE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PREPARING SUBSTRATES INDICATED TO RECEIVE CARPETTILE INSTALLATION. B. USE TROWELABLE LEVELING AND PATCHING COMPOUNDS, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS, TO FILL CRACKS, HOLES, DEPRESSIONS, AND PROTRUSIONS IN SUBSTRATES. FILL OR LEVEL CRACKS, HOLES AND DEPRESSIONS 1/8 INCH (3 MM) WIDE OR WIDER AND PROTRUSIONS MORE THAN 1/32 INCH (0.8 MM) UNLESS MORE STRINGENT REQUIREMENTS ARE REQUIRED BY MANUFACTURER'S WRITTEN INSTRUCTIONS. C. REMOVE COATINGS, INCLUDING CURING COMPOUNDS, AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH ADHESIVES AND THAT CONTAIN SOAP, WAX, OIL, OR SILICONE, WITHOUT USING SOLVENTS. USE MECHANICAL METHODS RECOMMENDED IN WRITING BY CARPETTILE MANUFACTURER. D. CLEAN METAL SUBSTRATES OF GREASE, OIL, SOIL AND RUST, AND PRIME IF DIRECTED BY ADHESIVE MANUFACTURER. ROUGH SAND PAINTED METAL SURFACES AND REMOVE LOOSE PAINT. SAND ALUMINUM SURFACES, TO REMOVE METAL OXIDES, IMMEDIATELY BEFORE APPLYING ADHESIVE. E. BROOM AND VACUUM CLEAN SUBSTRATES TO BE COVERED IMMEDIATELY BEFORE INSTALLING CARPETTILE. 7. INSTALLATION A.GENERAL: COMPLY WITH CRI 104, SECTION 14, "CARPET MODULES," AND WITH CARPETTILE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. B. INSTALLATION METHOD: GLUE DOWN; INSTALL EVERY TILE WITH FULL -SPREAD, RELEASABLE, PRESSURE SENSITIVE ADHESIVE. C. MAINTAIN DYE LOT INTEGRITY. DO NOT MIX DYE LOTS IN SAME AREA. D. CUT AND FIT CARPETTILE TO BUTT TIGHTLY TO VERTICAL SURFACES, PERMANENT FIXTURES, AND BUILT-IN FURNITURE INCLUDING CABINETS, PIPES, OUTLETS, EDGINGS, THRESHOLDS, AND NOSINGS. BIND OR SEAL CUT EDGES AS RECOMMENDED BY CARPETTILE MANUFACTURER. E. EXTEND CARPET TILE INTO TOE SPACES, DOOR REVEALS, CLOSETS, OPEN -BOTTOMED OBSTRUCTIONS, REMOVABLE FLANGES, ALCOVES, AND SIMILAR OPENINGS. F. MAINTAIN REFERENCE MARKERS, HOLES, AND OPENINGS THAT ARE IN PLACE OR MARKED FOR FUTURE CUTTING BY REPEATING ON FINISH FLOORING AS MARKED ON SUBFLOOR. USE NONPERMANENT, NONSTAINING MARKING DEVICE. &INSTALL PATTERN PARALLELTO WALLS AND BORDERS. H. STAGGER JOINTS OF CARPET TILES SO CARPET TILE GRID IS OFFSET FROM ACCESS FLOORING PANEL GRID. DO NOT FILL SEAMS OF ACCESS FLOORING PANELS WITH CARPET ADHESIVE; KEEP SEAMS FREE OF ADHESIVE. 8. CLEANING AND PROTECTION A.PERFORM THE FOLLOWING OPERATIONS IMMEDIATELY AFTER INSTALLING CARPETTILE: *REMOVE EXCESS ADHESIVE, SEAM SEALER, AND OTHER SURFACE BLEMISHES USING CLEANER RECOMMENDED BY CARPET TILE MANUFACTURER. *REMOVE YARNS THAT PROTRUDE FROM CARPET TILE SURFACE. *VACUUM CARPETTILE USING COMMERCIAL MACHINE WITH FACE -BEATER ELEMENT. B. PROTECT INSTALLED CARPET TILE TO COMPLY WITH CRI 104, SECTION 16, "PROTECTING INDOOR INSTALLATIONS." C. PROTECT CARPET TILE AGAINST DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING THE REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTION METHODS INDICATED OR RECOMMENDED IN WRITING BY CARPET TILE MANUFACTURER. `A kq W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 a LU (b REV I DATE No. " AR19600170 * STATE OF I J W D O U) w J 0� Q D Z Z O Q �n z U) � O z � Q a a X C� W Z w 0� U LU LL LU LL Z p z p LU p W J Q D Z � O O w O O N L LI U) Z N LI p L L LI Cfl Z w J Z Lu CQ co C DESCRIPTION 02/28/2017 60% OWNER'S REVIEW P03/13/2017 75% PRELIMINARY SET 04/04/2017 BID AND PERMIT SET 4.4.2017 BID & PERMIT SET Proj. No.: 077690 Date: 02/28/17 Sheet Name: SPECIFICATIONS G-004 0 U U3 is U L a U3 N C= n bi U) U3 is C= iG 13 U) 67 d F C= N E 0- 0 N > N N it 4--+ N G7 U) Q U U O Cfl Cfl r- C-) N E L d U 4- 0 U bi 0 CD N E a C= N L.� i� a N O O N -o C_ -j L_ 097413 WOOD WALL COVERINGS 1. GENERAL A. SCOPE • FURNISH A WOOD WALLCOVERING AS SPECIFIED IN THE CONTRACT DOCUMENTS. B. WARRANTIES • FURNISH A WRITTEN WARRANTY AGAINST DEFECTS IN MATERIAL OR WORKMANSHIP FOR FIVE (5) YEAARS FROM THE DATE OF SHIPMENT. C. PRODUCT DELIVERY STORAGE AND HANDLING • DELIVER WOOD WALLCOVERING AND ADHESIVE TO THE JOB SITE IN UNBROKEN OR UNDAMAGED CONTAINERS AND CLEARLY MARKED WITH THE SUPPLIER'S IDENTIFICATION LABEL. STORE WALLCOVERINGS IN A FLAT POSITION TO AVOID DAMAGE TO ROLLENDS. STORE MATERIALS IN A CLEAN, DRY STORAGE AREA WITH TEMPERATURE MAINTAINED ABOVE 65 F AND BELOW 85 F WITH LESS THAN 50% HUMIDITY. D. QUALITY ASSURANCE • APPLICATOR: INSTALLATION BY SKILLED COMMERCIAL WALLCOVERING APPLICATORS WITH NO LESS THAN THREE YEARS OF DOCUMENTED EXPERIENCE INSTALLING WALLCOVERING OF THE TYPES AND EXTENT SPECIFIED FOR THE PROJECT. • FIELD TEST PANELS: CONTRACTOR SHALL INSTALL NOT LESS THAN THREE (3) FULL -WIDTH SHEETS OF EACH PATTERN SPECIFIED IN AN AREA DESIGNATED BY THE ARCHITECT AND OR DESIGNER. THE TEST INSTALLATION AREA SHALL BE REVIEWED FOR CONFORMANCE TO MANUFACTURE'S STANDARD INSTALLATION INSTRUCTIONS RECOMMENDED ADHESIVE. THE APPROVED TEST AREA SHALL REMAIN AS PART OF THE FINISHED INSTALLATION WORK AS A STANDARD OF COMPARISON FOR THE INSTALLATION THROUGHOUT THE PROJECT 2. PRODUCTS A. MATERIALS • WALLCOVERING: ARBOR SERIES FLEXIBLE WOOD VENEER WALLCOVERING • SPECIES: ALBIZIA SAMAN #AA9431 B. ACCESSORIES • ADHESIVE: ROMAN DECORATING PRODUCTS: EXTRA STENGTH PRO- 732, CLAY STRIPPABLE PRO- 774; GARDNER-GIBSON PRODUCTS: DYNAMITE 111 HEAVY DUTY CLAY (FORMERLY KNOWN AS SUR-STIK 111), DYNAMITE 433 HEAVY DUTY CLAY STRIPPABLE • PRIMERS: MAY OR MAY NOT BE USED DEPENDING UPON THE WALL AND ENVIRONMENTAL CONDITIONS. CONSULT THE DISTRIBUTOR'S INSTALLATION INSTRUCTIONS. 3. EXECUTION A. INSPECTION • INSTALLER SHALL INSPECT ALL AREAS AND CONDITIONS UNDER WHICH WALLCOVERINGS ARE TO BE INSTALLED. INSTALLER SHALL NOTIFY THE CONTRACTOR AND ARCHITECT IN WRITING OF ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE INSTALLATION; WORK WILL PROCEED ONLY WHEN CONDITIONS HAVE BEEN CORRECTED AND ACCEPTED BY THE INSTALLER. • SUBSTRATE SHALL BE CHECKED WITH A SUITABLE "MOISTURE METER". MOISTURE SHALL NOT EXCEED 7%. B. SURFACE PREPARATION • EXAMINE SUBSTRATES AND INSTALLATION CONDITIONS. • TEST SUBSTRATES WITH SUITABLE MOISTURE METER AND VERIFY THAT MOISTURE CONTENT DOES NOT EXCEED 7%. • VERIFY THAT SUBSTRATE SURFACES ARE CLEAN, DRY, SMOOTH, STRUCTURALLY SOUND AND FREE FROM SURFACE DEFECTS AND IMPERFECTIONS THAT WOULD SHOW THROUGH THE FINISHED SURFACE. • NOTIFY THE CONTRACTOR AND ARCHITECT IN WRITING OF ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE INSTALLATION. • DO NOT PROCEED WITH WORK UNTIL CONDITIONS HAVE BEEN CORRECTED. INSTALLATION C. INSTALLATION • INSTALL FLEXIBLE WOOD WALL COVERINGS IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. • AFTER THE APPLICATION OF THREE SHEETS OF WOOD WALLCOVERING, REQUEST INSPECTION BY ARCHITECT/DESIGNER FOR MATERIAL QUALITY AND PROPER INSTALLATION. • IF PROBLEMS OCCUR, STOP THE INSTALLATION AND CONTACT THE LOCAL FLEXIBLE WOOD WALLCOVERING REPRESENTATIVE BEFORE PROCEEDING. • INSTALL EACH SHEET IN SEQUENTIAL, NUMERICAL ORDER, AS PRINTED ON THE BACK OF EACH SHEET. • INSTALL AS DELIVERED FROM THE FACTORY WITH THE STANDARD URETHANE FINISH APPLIED BY THE MANUFACTURER. • IF ADDITIONAL PROTECTION IS REQUIRED, APPLY 1-2 COATS OF A LOW TO MILD SHEEN POLYURETHANE FINISH. • SPECIFIC STAINS SELECTED BY THE ARCHITECT TO BE APPLIED OVER ARBOR • SERIES WOOD WALLCOVERINGS MUST HAVE 1-2 COATS OF POLYURETHANE APPLIED. SAMPLES MUST BE SUBMITTED BY CONTRACTOR TO ARCHITECT OR DESIGNER FOR APPROVAL. FOLLOW THE DISTRIBUTOR'S STAINING AND FINISHING INSTRUCTIONS. D. CLEAN UP • UPON COMPLETION OF WORK, REMOVE SURPLUS MATERIALS, RUBBISH AND DEBRIS, RESULTING FROM THE WALLCOVERING INSTALLATION. LEAVE AREAS IN NEAT, CLEAN AND ORDERLY CONDITION. • PROTECT THE FINISHED WOOD WALLCOVERING FROM DAMAGE THAT MAY OCCUR FROM OTHER TRADES UNTIL PROJECT HAS BEEN COMPLETED. 123213 Manufactured Wood -Veneer -Faced Casework 1. SUMMARY A. SECTION INCLUDES MANUFACTURED WOOD -VENEER -FACED CABINETS OF STOCK DESIGN. 2. ACTION SUBMITTALS - PRODUCT DATA FOR EACH TYPE OF PRODUCT. 3. INFORMATIONAL SUBMITTALS - QUALITY STANDARD COMPLIANCE CERTIFICATES: AWI QUALITY CERTIFICATION PROGRAM CERTIFICATES. C/J"&I W A. SPECIAL WARRANTY: MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF CASEWORK THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. • FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: a. DELAMINATION OF COMPONENTS OR OTHER FAILURES OF GLUE BOND. b. WARPING OF COMPONENTS. c. FAILURE OF OPERATING HARDWARE. d. DETERIORATION OF FINISHES. • WARRANTY PERIOD: FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 5. MANUFACTURERS A. SOURCE LIMITATIONS: OBTAIN WOOD -VENEER -FACED CASEWORK FROM SINGLE MANUFACTURER. 6. CASEWORK, GENERAL A. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH THE AWI'S, AWMAC'S, AND WI'S "ARCHITECTURAL WOODWORK STANDARDS" FOR GRADES OF CASEWORK INDICATED FOR CONSTRUCTION, FINISHES, INSTALLATION, AND OTHER REQUIREMENTS. •GRADE: CUSTOM. • PROVIDE LABELS AND CERTIFICATES FROM AWI CERTIFICATION PROGRAM INDICATING THAT CASEWORK, INCLUDING INSTALLATION, COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. B. PRODUCT DESIGNATIONS: DRAWINGS INDICATE SIZES, CONFIGURATIONS, AND FINISH MATERIALS OF MANUFACTURED WOOD -VENEER -FACED CASEWORK BY REFERENCING DESIGNATED MANUFACTURER'S CATALOG NUMBERS. OTHER MANUFACTURERS' CASEWORK OF SIMILAR SIZES AND DOOR AND DRAWER CONFIGURATIONS, OF SAME FINISH MATERIALS, AND COMPLYING WITH THE SPECIFICATIONS MAY BE CONSIDERED. SEE SECTION 016000 "PRODUCT REQUIREMENTS." 7. WOOD -VENEER -FACED CABINETS A. DESIGN: •LIPPED OVERLAY WITH RADIUSED WOOD EDGES. • REVEAL OVERLAY. *FLUSH OVERLAY. B. WOOD SPECIES: WHITE MAPLE. C. FACE VENEER CUT: PLAIN SLICED. D. EXPOSED MATERIALS: •PLYWOOD: HARDWOOD PLYWOOD WITH FACE VENEER OF SPECIES INDICATED, SELECTED FOR COMPATIBLE COLOR AND GRAIN. PROVIDE BACKS OF SAME SPECIES AS FACES. • SOLID WOOD: CLEAR HARDWOOD LUMBER OF SPECIES INDICATED AND SELECTED FOR GRAIN AND COLOR COMPATIBLE WITH EXPOSED PLYWOOD. E. SEMIEXPOSED MATERIALS: •SOLID WOOD: SOUND HARDWOOD LUMBER, SELECTED TO ELIMINATE APPEARANCE DEFECTS, OF SAME SPECIES AS EXPOSED WOOD. *PLYWOOD: HARDWOOD PLYWOOD OF SAME SPECIES AS EXPOSED WOOD. PROVIDE BACKS OF SAME SPECIES AS FACES. Dyti]91�I�'ri7�I�1�i�U7.7�Z.7:i:I_�:7�]�i�H7.I�7»9�i�1.7.7�7riI:�7xulf�(7.�1x�T1�I:Ty_[.7���I�I����i]r,Ix:�L�/F9�I►f�7r.L�r��a •THERMOSET DECORATIVE PANELS: PROVIDE THERMOSET DECORATIVE PANELS FOR SEMIEXPOSED SURFACES, EXCEPT PROVIDE SOLID WOOD OR HARDWOOD PLYWOOD FOR INTERIOR FACES OF DOORS AND DRAWER FRONTS AND OTHER LOCATIONS WHERE OPPOSITE SIDE OF COMPONENT IS EXPOSED. 8. MATERIALS A. LOW -EMITTING MATERIALS: FABRICATE MANUFACTURED WOOD CASEWORK, INCLUDING COUNTERTOPS, WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS CONTAINING NO UREA FORMALDEHYDE. B. LOW -EMITTING MATERIALS: ADHESIVES AND COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." C. HARDWOOD PLYWOOD: HPVA HP -1, PARTICLEBOARD CORE EXCEPT WHERE VENEER CORE IS INDICATED MADE WITHOUT UREA FORMALDEHYDE. D. SOFTWOOD PLYWOOD: DOC PS 1. E. PARTICLEBOARD: ANSI A208.1, GRADE M-2 MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. *RECYCLED CONTENT: PRECONSUMER RECYCLED CONTENT NOT LESS THAN 50 PERCENT. F. MDF: ANSI A208.2, GRADE 130 AND MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. • RECYCLED CONTENT: PRECONSUMER RECYCLED CONTENT NOT LESS THAN 50 PERCENT. G. HARDBOARD: ANSI A135.4, CLASS 1 TEMPERED. •RECYCLED CONTENT: PRECONSUMER RECYCLED CONTENT NOT LESS THAN 50 PERCENT. H. EDGEBANDING: MINIMUM 1/8 -INCH- (3 -MM-) THICK, SOLID WOOD OF SAME SPECIES AS FACE VENEER *SELECT WOOD EDGEBANDING FOR GRAIN AND COLOR COMPATIBLE WITH FACE VENEERS. •COLORS: AS INDICATED BY MANUFACTURER'S DESIGNATIONS. I. THERMOSET DECORATIVE PANELS: PARTICLEBOARD OR MDF FINISHED WITH THERMALLY FUSED, MELAMINE -IMPREGNATED DECORATIVE PAPER AND COMPLYING WITH REQUIREMENTS OF NEMA LD 3, GRADE VGL, FOR TEST METHODS 3.3, 3.4, 3.6, 3.8, AND 3.10. 9. COLORS AND FINISHES A. WOOD COLORS AND FINISHES: AS SELECTED BY ARCHITECT FROM CASEWORK MANUFACTURER'S FULL RANGE. 10. CASEWORK HARDWARE AND ACCESSORIES A. HARDWARE, GENERAL: UNLESS OTHERWISE INDICATED, PROVIDE MANUFACTURER'S STANDARD SATIN -FINISH, COMMERCIAL -QUALITY, HEAVY-DUTY HARDWARE. *USE THREADED METAL OR PLASTIC INSERTS WITH MACHINE SCREWS FOR FASTENING TO PARTICLEBOARD, EXCEPT WHERE HARDWARE IS THROUGH BOLTED FROM BACKSIDE. B. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): BHMA A156.9, TYPE B01602, 170 DEGREES OF OPENING. PROVIDE TWO HINGES FOR DOORS LESS THAN 48 INCHES (1220 MM) HIGH, AND PROVIDE THREE HINGES FOR DOORS MORE THAN 48 INCHES (1220 MM) HIGH. C. PULLS: SOLID SATIN -FINISH ALUMINUM WIRE PULLS, FASTENED FROM BACK WITH TWO SCREWS. PROVIDE TWO PULLS FOR DRAWERS MORE THAN 24 INCHES (600 MM) WIDE. D. DOOR CATCHES: DUAL, SELF -ALIGNING, PERMANENT MAGNET CATCH. PROVIDE TWO CATCHES ON DOORS MORE THAN 48 INCHES (1220 MM) HIGH. E. DRAWER SLIDES: BHMA A156.9, TYPE B05091. F. DRAWER AND HINGED DOOR LOCKS: CYLINDRICAL (CAM) TYPE, FIVE -PIN TUMBLER, BRASS WITH CHROME -PLATED FINISH, AND COMPLYING WITH BHMA A156.11, GRADE 1. 11. CASEWORK INSTALLATION A. GRADE: INSTALL CABINETS TO COMPLY WITH SAME GRADE AS ITEM TO BE INSTALLED. B. INSTALL CASEWORK LEVEL, PLUMB, AND TRUE; SHIM AS REQUIRED, USING CONCEALED SHIMS. WHERE CASEWORK ABUTS OTHER FINISHED WORK, APPLY FILLER STRIPS AND SCRIBE FOR ACCURATE FIT, WITH FASTENERS CONCEALED WHERE PRACTICAL. C. BASE CABINETS: SET CABINETS STRAIGHT, LEVEL, AND PLUMB. ADJUST SUBTOPS WITHIN 1/16 INCH (1.5 MM) OF A SINGLE PLANE. ALIGN SIMILAR ADJOINING DOORS AND DRAWERS TO A TOLERANCE OF 1/16 INCH (1.5 MM). BOLT ADJACENT CABINETS TOGETHER WITH JOINTS FLUSH, TIGHT, AND UNIFORM. D. WALL CABINETS: HANG CABINETS STRAIGHT, LEVEL, AND PLUMB. ADJUST FRONTS AND BOTTOMS WITHIN 1/16 INCH (1.5 MM) OF A SINGLE PLANE. FASTEN CABINETS TO HANGING STRIPS, MASONRY, FRAMING, WOOD BLOCKING, OR REINFORCEMENTS IN WALLS AND PARTITIONS. ALIGN SIMILAR ADJOINING DOORS TO A TOLERANCE OF 1/16 INCH (1.5 MM). E. FASTEN CABINETS TO ADJACENT CABINETS AND TO MASONRY, FRAMING, WOOD BLOCKING, OR REINFORCEMENTS IN WALLS AND PARTITIONS TO COMPLY WITH THE AWI'S, AWMAC'S, AND WI'S "ARCHITECTURAL WOODWORK STANDARDS." F. ADJUST CASEWORK AND HARDWARE SO DOORS AND DRAWERS OPERATE SMOOTHLY WITHOUT WARP OR BIND. LUBRICATE OPERATING HARDWARE AS RECOMMENDED BY MANUFACTURER. 12. CLEANING A. CLEAN FINISHED SURFACES, TOUCH UP AS REQUIRED, AND REMOVE OR REFINISH DAMAGED OR SOILED AREAS TO MATCH ORIGINAL FACTORY FINISH, AS APPROVED BY ARCHITECT. 123623.13 Plastic -Laminate -Clad Countertops 1. SUMMARY A. SECTION INCLUDES PLASTIC -LAMINATE COUNTERTOPS. 2. ACTION SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT, INCLUDING PANEL PRODUCTS, HIGH-PRESSURE DECORATIVE LAMINATE, ADHESIVE FOR BONDING PLASTIC LAMINATE, AND FIRE -RETARDANT -TREATED MATERIALS. B. SHOP DRAWINGS: SHOW LOCATION OF EACH ITEM, DIMENSIONED PLANS AND ELEVATIONS, LARGE-SCALE DETAILS, ATTACHMENT DEVICES, AND OTHER COMPONENTS. *SHOW LOCATIONS AND SIZES OF CUTOUTS AND HOLES FOR PLUMBING FIXTURES FAUCETS ELECTRICAL SWITCHES AND OUTLETS AND OTHER ITEMS INSTALLED IN PLASTIC -LAMINATE COUNTERTOPS. *APPLY AWI QUALITY CERTIFICATION PROGRAM LABEL TO SHOP DRAWINGS. C. SAMPLES FOR VERIFICATION: *PLASTIC LAMINATES, 8 BY 10 INCHES (200 BY 250 MM), FOR EACH TYPE, COLOR, PATTERN, AND SURFACE FINISH, WITH ONE SAMPLE APPLIED TO CORE MATERIAL AND SPECIFIED EDGE MATERIAL APPLIED TO ONE EDGE. 3. INFORMATIONAL SUBMITTALS A. QUALIFICATION DATA: FOR INSTALLER AND FABRICATOR. B. PRODUCT CERTIFICATES: FOR EACH TYPE OF PRODUCT. C. WOODWORK QUALITY STANDARD COMPLIANCE CERTIFICATES: AW QUALITY CERTIFICATION PROGRAM CERTIFICATES. 4. QUALITY ASSURANCE A. FABRICATOR QUALIFICATIONS: SHOP THAT EMPLOYS SKILLED WORKERS WHO CUSTOM FABRICATE PRODUCTS SIMILAR TO THOSE REQUIRED FOR THIS PROJECT AND WHOSE PRODUCTS HAVE A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. SHOP IS A CERTIFIED PARTICIPANT IN AWI'S QUALITY CERTIFICATION PROGRAM. B. INSTALLER QUALIFICATIONS: CERTIFIED PARTICIPANT IN AWI'S QUALITY CERTIFICATION PROGRAM. 5. DELIVERY, STORAGE, AND HANDLING A. DO NOT DELIVER COUNTERTOPS UNTIL PAINTING AND SIMILAR OPERATIONS THAT COULD DAMAGE COUNTERTOPS HAVE BEEN COMPLETED IN INSTALLATION AREAS. IF COUNTERTOPS MUST BE STORED IN OTHER THAN INSTALLATION AREAS, STORE ONLY IN AREAS WHERE ENVIRONMENTAL CONDITIONS COMPLY WITH REQUIREMENTS SPECIFIED IN "FIELD CONDITIONS" ARTICLE. F111121=0219 MOD A. ENVIRONMENTAL LIMITATIONS: DO NOT DELIVER OR INSTALL COUNTERTOPS UNTIL BUILDING IS ENCLOSED, WET WORK IS COMPLETE, AND HVAC SYSTEM IS OPERATING AND MAINTAINING TEMPERATURE BETWEEN 60 AND 90 DEG F (16 AND 32 DEG C) AND RELATIVE HUMIDITY BETWEEN 43 AND 70 PERCENT DURING THE REMAINDER OF THE CONSTRUCTION PERIOD. B. FIELD MEASUREMENTS: WHERE COUNTERTOPS ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENTS BEFORE FABRICATION, AND INDICATE MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK. C. ESTABLISHED DIMENSIONS: WHERE COUNTERTOPS ARE INDICATED TO FIT TO OTHER CONSTRUCTION, ESTABLISH DIMENSIONS FOR AREAS WHERE COUNTERTOPS ARE TO FIT. PROVIDE ALLOWANCE FOR TRIMMING AT SITE, AND COORDINATE CONSTRUCTION TO ENSURE THAT ACTUAL DIMENSIONS CORRESPOND TO ESTABLISHED DIMENSIONS. 7. PLASTIC -LAMINATE COUNTERTOPS A. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH THE "ARCHITECTURAL WOODWORK STANDARDS" FOR GRADES INDICATED FOR CONSTRUCTION, INSTALLATION, AND OTHER REQUIREMENTS. B. GRADE: CUSTOM. C. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADE HGS. *MANUFACTURERS: SUBJECTTO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: a. WILSONART INTERNATIONAL; DIV. OF PREMARK INTERNATIONAL, INC. b. FORMICA CORPORATION. c. PANOLAM INDUSTRIES INTERNATIONAL, INC. •COLORS, PATTERNS, AND FINISHES: PROVIDE MATERIALS AND PRODUCTS THAT RESULT IN COLORS AND TEXTURES OF EXPOSED LAMINATE SURFACES COMPLYING WITH THE FINISH SCHEDULE. D. EDGE TREATMENT: AS INDICATED. E. CORE MATERIAL: MEDIUM -DENSITY FIBERBOARD MADE WITH EXTERIOR GLUE. F. CORE MATERIAL AT SINKS: EXTERIOR -GRADE PLYWOOD. G. CORE THICKNESS: AS INDICATED. H. BACKER SHEET: PROVIDE PLASTIC -LAMINATE BACKER SHEET, NEMA LD 3, GRADE BKL, ON UNDERSIDE OF COUNTERTOP SUBSTRATE. 8. ACCESSORIES A. GROMMETS FOR CABLE PASSAGE THROUGH COUNTERTOPS: 2 -INCH (51 -MM) OD, ARCHITECT SELECTED COLOR, MOLDED -PLASTIC GROMMETS AND MATCHING PLASTIC CAPS WITH SLOT FOR WIRE PASSAGE. *PRODUCT: SUBJECTTO COMPLIANCE WITH REQUIREMENTS, PROVIDE "SG SERIES" BY DOUG MOCKETT & COMPANY, INC. 9. MISCELLANEOUS MATERIALS A. ADHESIVES: DO NOT USE ADHESIVES THAT CONTAIN UREA FORMALDEHYDE. B. ADHESIVE FOR BONDING PLASTIC LAMINATE: CONTACT CEMENT. •ADHESIVE FOR BONDING EDGES: HOT -MELT ADHESIVE. 10. FABRICATION A. FABRICATE COUNTERTOPS TO DIMENSIONS, PROFILES, AND DETAILS INDICATED. PROVIDE FRONT AND END OVERHANG OF 1 INCH (25 MM) OVER BASE CABINETS. EASE EDGES TO RADIUS INDICATED FOR THE FOLLOWING: B. COMPLETE FABRICATION, INCLUDING ASSEMBLY, TO MAXIMUM EXTENT POSSIBLE BEFORE SHIPMENT TO PROJECT SITE. DISASSEMBLE COMPONENTS ONLY AS NECESSARY FOR SHIPMENT AND INSTALLATION. WHERE NECESSARY FOR FITTING AT SITE, PROVIDE AMPLE ALLOWANCE FOR SCRIBING, TRIMMING, AND FITTING. C. SHOP CUT OPENINGS TO MAXIMUM EXTENT POSSIBLE TO RECEIVE APPLIANCES, PLUMBING FIXTURES, ELECTRICAL WORK, AND SIMILAR ITEMS. LOCATE OPENINGS ACCURATELY AND USE TEMPLATES OR ROUGHING -IN DIAGRAMS TO PRODUCE ACCURATELY SIZED AND SHAPED OPENINGS. SAND EDGES OF CUTOUTS TO REMOVE SPLINTERS AND BURRS. *SEAL EDGES OF OPENINGS IN COUNTERTOPS WITH A COAT OF VARNISH. FIFII��aa�_�:�_�rr.�►1 A. BEFORE INSTALLATION, CONDITION COUNTERTOPS TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS. B. BEFORE INSTALLING COUNTERTOPS, EXAMINE SHOP -FABRICATED WORK FOR COMPLETION AND COMPLETE WORK AS REQUIRED, INCLUDING REMOVAL OF PACKING AND BACKPRIMING. 12. INSTALLATION A. GRADE: INSTALL COUNTERTOPS TO COMPLY WITH SAME GRADE AS ITEM TO BE INSTALLED. B. ASSEMBLE COUNTERTOPS AND COMPLETE FABRICATION AT PROJECT SITE TO THE EXTENT THAT IT WAS NOT COMPLETED IN THE SHOP. *PROVIDE CUTOUTS FOR APPLIANCES, PLUMBING FIXTURES, ELECTRICAL WORK, AND SIMILAR ITEMS. *SEAL EDGES OF CUTOUTS BY SATURATING WITH VARNISH. C. FIELD JOINTING: WHERE POSSIBLE, MAKE IN THE SAME MANNER AS SHOP JOINTING, USING DOWELS, SPLINES, ADHESIVES, AND FASTENERS RECOMMENDED BY MANUFACTURER. PREPARE EDGES TO BE JOINED IN SHOP SO PROJECT -SITE PROCESSING OF TOP AND EDGE SURFACES IS NOT REQUIRED. LOCATE FIELD JOINTS WHERE SHOWN ON SHOP DRAWINGS. D. INSTALL COUNTERTOPS LEVEL, PLUMB, TRUE, AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL LEVEL AND PLUMB TO A TOLERANCE OF 1/8 INCH IN 96 INCHES (3 MM IN 2400 MM). E. SCRIBE AND CUT COUNTERTOPS TO FIT ADJOINING WORK, REFINISH CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS. F. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE OF COUNTERTOP. • INSTALL COUNTERTOPS WITH NO MORE THAN 1/8 INCH IN 96 -INCH (3 MM IN 2400 -MM) SAG, BOW, OR OTHER VARIATION FROM A STRAIGHT LINE. •SECURE BACKSPLASHES TO TOPS WITH CONCEALED METAL BRACKETS AT 16 INCHES (400 MM) O.C. •SEAL JUNCTURES OF TOPS, SPLASHES, AND WALLS WITH MILDEW -RESISTANT SILICONE SEALANT OR ANOTHER PERMANENTLY ELASTIC SEALING COMPOUND RECOMMENDED BY COUNTERTOP MATERIAL MANUFACTURER. 13. ADJUSTING AND CLEANING A. REPAIR DAMAGED AND DEFECTIVE COUNTERTOPS, WHERE POSSIBLE, TO ELIMINATE FUNCTIONAL AND VISUAL DEFECTS; WHERE NOT POSSIBLE TO REPAIR, REPLACE WOODWORK. ADJUST JOINERY FOR UNIFORM APPEARANCE. B. CLEAN COUNTERTOPS ON EXPOSED AND SEMIEXPOSED SURFACES. TOUCH UP SHOP -APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. `A I W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 a w REV I DATE 'IS.' C'K s t ***-- ► 'C No. " AR19600170 * STATE OF I J W D O U)w J � Q D Z Z O Q �n z U) � O z � Q a a X C� W Z w � U w U_ w U_ Z p z p w p W J Q D Z � O O w O N LJJ I- U) Z N W p LJJ (0 �z fy LJJ J I- W z2 Lij UQ Co U DESCRIPTION 1 1 02/28/2017 160% OWNER'S REVIEW 1 1 03/13/2017 175% PRELIMINARY SET 4.4.2017 BID &PERMIT SET 1 04/04/2017 1 BID AND PERMIT SET 1 Proj. No.: 077690 Date: 02/28/17 Sheet Name: SPECIFICATIONS G-005 L O O U I Ir - CD O CD 0 U co i� r) U L a co N C= INS ca G7 d ++ C= N E CZ O N N N it ++ (D G7 Q U ry U O f) Q0 Q0 r- 0 N E L d U 4- 0 U W 0 C6] N 4-1 C_ L_ HIGH-PERFORMANCE COATINGS099600 - 3SECTION 099600 - HIGH-PERFORMANCE COATINGS PART 1- GENERAL 1.1 SUMMARY A. SECTION INCLUDES SURFACE PREPARATION AND APPLICATION OF HIGH-PERFORMANCE COATING SYSTEMS ON THE FOLLOWING SUBSTRATES: 1. INTERIOR SUBSTRATES: CEILING STRUCTURE, DUCT, PIPING, ETC. 1.2 ACTION SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE PREPARATION REQUIREMENTS AND APPLICATION INSTRUCTIONS. B. SAMPLES FOR INITIAL SELECTION: FOR EACH TYPE OF TOPCOAT PRODUCT INDICATED. C. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF COATING SYSTEM AND IN EACH COLOR AND GLOSS OF TOPCOAT INDICATED. 1. SUBMIT SAMPLES ON RIGID BACKING, 8 INCHES SQUARE. 2. STEP COATS ON SAMPLES TO SHOW EACH COAT REQUIRED FOR SYSTEM. 3. LABEL EACH COAT OF EACH SAMPLE. 4. LABEL EACH SAMPLE FOR LOCATION AND APPLICATION AREA. D. PRODUCT LIST: FOR EACH PRODUCT INDICATED, INCLUDE THE FOLLOWING: 1. CROSS-REFERENCE TO PAINT SYSTEM AND LOCATIONS OF APPLICATION AREAS. USE SAME DESIGNATIONS INDICATED ON DRAWINGS AND IN SCHEDULES. 2. VOC CONTENT. 1.3 MAINTENANCE MATERIAL SUBMITTALS A. FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. 1. COATINGS: FIVE (5) PERCENT, BUT NOT LESS THAN [5 GAL.] OF EACH MATERIAL AND COLOR APPLIED. 1.4 DELIVERY, STORAGE, AND HANDLING A. STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN WELL -VENTILATED AREAS WITH AMBIENT TEMPERATURES CONTINUOUSLY MAINTAINED AT NOT LESS THAN 45 DEG F. 1.5 FIELD CONDITIONS A. APPLY COATINGS ONLY WHEN TEMPERATURES OF SURFACES TO BE COATED AND SURROUNDING AIR TEMPERATURES ARE WITHIN ACCEPTABLE PARAMETERS AS PER THE MOST RECENT EDITION OF THE COATING SYSTEM MANUFACTURER'S PRODUCT LITERATURE AND APPLICATION GUIDES. B. DO NOT APPLY COATINGS WHEN RELATIVE HUMIDITY EXCEEDS 85 PERCENT; ATTEMPERATURES LESS THAN 5 DEG F ABOVE THE DEW POINT; OR TO DAMP OR WET SURFACES. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. BASIS OF DESIGN: 1. TNEMEC COMPANY, INC., 6800 CORPORATE DRIVE, KANSAS CITY, MO 64120 B. PRODUCT DISTRIBUTION AND TECHNICAL REPRESENTATION: 1. OHIO COATING CONSULTANTS, LLC. ATTENTION: BUDDY STANFORD (BSTANFORD@TNEMEC.COM) (800) 890-7580 TEL (614) 698-6866 CELL WWW.TNEMEC.COM/OCC C. SUBSTITUTIONS: 1. PRODUCTS OF TNEMEC COMPANY ARE SPECIFIED AS THE BASIS OF DESIGN AND STANDARD OF QUALITY BY WHICH ANY SUBSTITUTION SUBMITTALS SHALL BE EVALUATED. 2. NO SUBSTITUTION SUBMITTAL WHICH ALTERS THE GENERIC COMPONENTS THAT MAKEUP THE SPECIFIED SYSTEMS, THE TOTAL NUMBER OF COATS TO BE APPLIED, OR THE TOTAL DRY FILM THICKNESS OF THE INSTALLED SYSTEMS WILL BE APPROVED. 3. SUBSTITUTION SUBMITTALS SHALL INCLUDE ALL PERTINENT PRODUCT DATA, INDEPENDENT TEST REPORTS, PRODUCT SAMPLES AND SIDE BY SIDE COMPARISONS OF THE SUBSTITUTION TO THE SPECIFIED PRODUCTS IN ORDER TO BE CONSIDERED COMPLETE FOR EVALUATION BY THE ARCHITECT. INCOMPLETE SUBMITTALS WILL NOT BE EVALUATED. 4. SUBSTITUTION SUBMITTALS MUST BE RECEIVED BY THE ARCHITECT NOT LATER THAN TEN (10) BUSINESS DAYS PRIOR TO THE DATE SET FOR RECEIPT OF BIDS. NO EXTENSION OF THE BID DATE SHALL BE CONSIDERED TO ACCOMMODATE EVALUATION OF A LATE SUBSTITUTION SUBMITTAL. 2.2 HIGH-PERFORMANCE COATINGS, GENERAL A. PERFORMANCE STANDARDS: PROVIDE PRODUCTS OF EQUAL OR BETTER PERFORMANCE CHARACTERISTICS TO THE BASIS OF DESIGN PRODUCTS AS LISTED IN THIS SECTION. B. MATERIAL COMPATIBILITY: 1. PROVIDE MATERIALS FOR USE WITHIN EACH COATING, SYSTEM THAT ARE COMPATIBLE WITH ONE ANOTHER AND SUBSTRATES INDICATED, UNDER CONDITIONS OF SERVICE AND APPLICATION AS DEMONSTRATED BY MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE. 2. FOR EACH COAT IN A COATING SYSTEM, PROVIDE PRODUCTS RECOMMENDED IN WRITING BY MANUFACTURERS OF TOPCOAT FOR USE IN COATING SYSTEM AND ON SUBSTRATE INDICATED. 3. PROVIDE PRODUCTS OF SAME MANUFACTURER FOR EACH COAT IN A COATING SYSTEM. C. COLORS: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. 2.3 INTERIOR PRIMERS/SEALERS A. PRIMER, MODIFIED AROMATIC POLYURETHANE 1. TNEMEC SERIES 1 OMNITHANE 2. FORMULATION DESCRIPTION: MODIFIED AROMATIC POLYURETHANE 3. PERFORMANCE CRITERIA: a. ADHESION: ASTM D 4541 (METHOD B, TYPE II TESTER) - REPORT MUST INCLUDE FAILURE MODE AND ADHESION VALUE EXPRESSED IN PSI. b. ADHESION: ASTM D 4541 (METHOD E; TYPE V TESTER) - REPORT MUST INCLUDE FAILURE MODE AND ADHESION VALUE EXPRESSED IN PSI. c. HARDNESS: ASTM D 3363 d. HUMIDITY: ASTM D 4585 - MINIMUM 5,000 HOURS EXPOSURE. REPORT MUST INCLUDE DEGREE OF BLISTERING, CRACKING, RUSTING, AND DELAMINATION OF FILM. e. IMPACT: ASTM D 2794 - REPORT MUST INCLUDE MAXIMUM VALUE IN INCH -POUNDS OF FORCE APPLIED WITHOUT CRACKING OR DELAMINATING THE FILM. f. SALT SPRAY (FOG): ASTM B 117 - MINIMUM 10,000 HOURS EXPOSURE. REPORT MUST INCLUDE DEGREE OF BLISTERING, CRACKING, AND DELAMINATION. REPORT MUST ALSO INCLUDE PERCENTAGE OF RUSTING ON PLANE AND AMOUNT OF RUST CREEP AT SCRIBE EXPRESSED IN INCHES. 2.4 ACRYLIC DRYFALL FINISH COAT A. SELF -CROSSLINKING HYDROPHOBIC ACRYLIC 1. TNEMEC SERIES 115 UNI -BOND DF 2. FORMULATION DESCRIPTION: SELF -CROSSLINKING HYDROPHOBIC ACRYLIC 3. PERFORMANCE CRITERIA: a. ABRASION: ASTM D 4060 (CS -17 WHEEL, 1,000 GRAM LOAD) - MINIMUM 1,000 CYCLES. REPORT MUST INCLUDE WEIGHT LOSS EXPRESSED IN MG. b. ADHESION: ASTM D 4541 (METHOD E, TYPE V TESTER) - REPORT MUST INCLUDE FAILURE MODE AND ADHESION VALUE EXPRESSED IN PSI. c. CONTRAST RATIO: ASTM D 2805 - REPORT MUST LIST CONTRAST RATIO AS MEASURED USING DATAFLASH 650 SPECTROPHOTOMETER. d. CYCLIC SALT FOG/UV EXPOSURE: ASTM D 5894 - MINIMUM 7,000 HOURS EXPOSURE; REPORT MUST INCLUDE DEGREE OF BLISTERING, CRACKING, AND DELAMINATION OF FILM. e. FLEXIBILITY & ELONGATION: ASTM D 522 (METHOD A, CONICAL MANDREL) - REPORT MUST INCLUDE ELONGATION VALUE EXPRESSED AS PERCENTAGE. f. HARDNESS: ASTM D 3363 (PENCIL) g. HUMIDITY: ASTM D 4585 - MINIMUM 2,000 HOURS EXPOSURE; REPORT MUST INCLUDE DEGREE OF BLISTERING, CRACKING, RUSTING, AND DELAMINATION. h. IMPACT: ASTM D 2794 - REPORT MUST INCLUDE MAXIMUM VALUE IN INCH -POUNDS OF FORCE APPLIED WITHOUT CRACKING OR DELAMINATING THE FILM. L LIGHT REFLECTANCE: ASTM E 1477 - REPORT MUST INCLUDE PERCENT LUMINOUS REFLECTANCE FACTOR USING CIE STANDARD ILLUMINANT D 65 (DAYLIGHT). j. SALT SPRAY (FOG): ASTM B 117 - MINIMUM 500 HOURS EXPOSURE; REPORT MUST INCLUDE DEGREE OF BLISTERING AND RUSTING ON PLANE, AS WELL AS RUST CREEP AT SCRIBE EXPRESSED IN INCHES. PART 3 - EXECUTION 3.1 EXAMINATION A. EXAMINE SUBSTRATES AND CONDITIONS, WITH APPLICATOR PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR MAXIMUM MOISTURE CONTENT AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK. B. VERIFY SUITABILITY OF SUBSTRATES, INCLUDING SURFACE CONDITIONS AND COMPATIBILITY WITH EXISTING FINISHES AND PRIMERS. C. PROCEED WITH COATING APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 1. BEGINNING COATING APPLICATION CONSTITUTES CONTRACTOR'S ACCEPTANCE OF SUBSTRATES AND CONDITIONS. 3.2 PREPARATION A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS APPLICABLE TO SUBSTRATES INDICATED. B. REMOVE HARDWARE, COVERS, PLATES, AND SIMILAR ITEMS ALREADY IN PLACE THAT ARE REMOVABLE AND ARE NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF ITEM, PROVIDE SURFACE -APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING. 1. AFTER COMPLETING PAINTING OPERATIONS, USE WORKERS SKILLED IN THE TRADES INVOLVED TO REINSTALL ITEMS THAT WERE REMOVED. REMOVE SURFACE -APPLIED PROTECTION. C. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF COATINGS, INCLUDING DUST, DIRT, OIL, GREASE, AND INCOMPATIBLE PAINTS AND ENCAPSULANTS. 3.3 APPLICATION A. APPLY HIGH-PERFORMANCE COATINGS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. USE APPLICATORS AND TECHNIQUES SUITED FOR COATING AND SUBSTRATE INDICATED. 2. COAT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED SURFACES. 3. DO NOT APPLY COATINGS OVER LABELS OF INDEPENDENT TESTING AGENCIES OR EQUIPMENT NAME, IDENTIFICATION, PERFORMANCE RATING, OR NOMENCLATURE PLATES. B. TINT EACH UNDERCOAT A LIGHTER SHADE TO FACILITATE IDENTIFICATION OF EACH COAT IF MULTIPLE COATS OF THE SAME MATERIAL ARE TO BE APPLIED. TINT UNDERCOATS TO PROVIDE SUFFICIENT DIFFERENCE IN SHADE OF UNDERCOATS TO DISTINGUISH EACH SEPARATE COAT. C. IF UNDERCOATS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT, APPLY ADDITIONAL COATS UNTIL CURED FILM HAS A UNIFORM COATING FINISH, COLOR, AND APPEARANCE. D. APPLY COATINGS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS. PRODUCE SHARP GLASS LINES AND COLOR BREAKS. `jkkq W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 OCa;5 A.000 FR;Qj► '� No. " AR19600170 * STATE OF I J 3.4 CLEANING AND PROTECTION W A. AFTER COMPLETING COATING APPLICATION, CLEAN SPATTERED SURFACES. REMOVE SPATTERED COATINGS BY WASHING, SCRAPING, OR OTHER METHODS. DO NOT SCRATCH OR DAMAGE ADJACENT FINISHED SURFACES. Q B. PROTECT WORK OF OTHER TRADES AGAINST DAMAGE FROM COATING OPERATION. CORRECT DAMAGE BY CLEANING, REPAIRING, O REPLACING, AND RECOATING, AS APPROVED BY ARCHITECT, AND LEAVE IN AN UNDAMAGED CONDITION. 2 C. AT COMPLETION OF CONSTRUCTION ACTIVITIES OF OTHER TRADES, TOUCH UP AND RESTORE DAMAGED OR DEFACED COATED SURFACES. W V J 0. 3.5 INTERIOR HIGH-PERFORMANCE COATING SCHEDULE J A. CEILING STRUCTURE, PIPING, CONDUIT, AND DUCT < Q Z Z 1. HYDROPHOBIC ACRYLIC DRYFALL SYSTEM O a a. SURFACE PREPARATION: �� V) Z 1) CLEAN ALL SURFACES IN ACCORDANCE WITH SSPC-SP 2 HAND TOOL CLEANING AT MINIMUM. 2) CLEAN ALL STEEL, GALVANIZED STEEL, NON-FERROUS METALS, AND RIGID SUBSTRATES REFERENCING SSPC-SP 3 POWER TOOL O V) CLEANING. 3) ALL SURFACES MUST BE CLEAN, DRY, AND FREE OF CONTAMINANTS PRIOR TO APPLICATION OF COATINGS. W ♦^ ) U_ V b. SPOT PRIMER (BARE METAL): MODIFIED AROMATIC POLYURETHANE O Z 1) TNEMEC SERIES 1 OMNITHANE APPLIED AT 2.5 TO 3.5 MILS DFT. FINISH: SELF HYDROPHOBIC ACRYLIC DRYFALL c. -CROSSLINKING 1) TWO COATS OF TNEMEC SERIES 115 UNI -BOND DF APPLIED AT 2.0 TO 4.0 MILS DFT PER COAT. x V W Z LLJ 0� U_ W LL W LL z V 0. Z p wp J �W ()LL Q 0 Z a O uJ LL C cf) �O^ ♦LL^J V) V ) 4.4.2017 BID & PERMIT SET O C) N L LI U) Z N LL I c:> L LI (fl v Z w J I- W Z Lu CQ (o C REV I DATE I DESCRIPTION 02/28/2017 60% OWNER'S REVIEW 03/13/2017 75% PRELIMINARY SET 04/04/2017 BID AND PERMIT SET Proj. No.: 077690 Date: 02/28/17 Sheet Name: SPECIFICATIONS G-006 3 CD O a / 0 U U) 0) 0 U L U) N Q U rn 0 W, W Cn U) 0) 13 0 ca N a ca a I- E! O 0) Q0 Q0 r- 0 N E d U 4- 0 U W U N E a s✓ N L_ Im E 0- 00 00 M M, O N O L a a 4.4.2017 BID & PERMIT SET ABBREVIATIONS REFERENCE SYMBOLS MATERIAL SYMBOLS W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 SYMBOLS F P Indianapolis, IN 46278 EARTHWORK 317.299.7500 & AND FD FLOOR DRAIN PL PLATE L ANGLE FDTN FOUNDATION PLAM PLASTIC LAMINATE EARTH OR O� o0 O GRANULAR ROCK ��Nt�,4PMEtVt @ AT FH FLAT HEAD PLAS PLASTER �O • COMPACT FILL ^ ° 8 ° FILL . OOH DRAWING TITLE A t ubfic / Private CENTER LINE FIN FINISH PLYWD PLYWOOD Partnership Qf DIAMETER FLCV FLASH COVE PORC PORCELAIN DRAWING REFERENCE NUMBER 0 [ CHANNEL FLR FLOOR PSF POUNDS PER SQUARE FOOT CONCRETE FLUOR FLUORESCENT PSI POUNDS PER SQUARE INCH �RAW I N G NAME DRAWING TITLE A FPL FIREPLACE PT PAINT 1D U 1/4" - 1'-0" ° ° CONCRETE ° e ° ° ° ° LT. WEIGHT MORTAR City of Carrnel F.PRG FIREPROOFING PTN PARTITION ° ° ° ° CONCRETE Indiana ACOUS ACOUSTICAL FR FRAME PVC POLYVINYL CHLORIDE ACPL ACOUS. PLASTER FT FOOT SCALE OF DRAWING ACT ACOUSTICAL TILE CEILING FTG FOOTING MASONRY ADJ ADJUSTABLE Q �� G RSO• � AFF ABOVE FINISHED FLOOR G QT QUARRY TILE C.M.U. FACE BRICK n1o, AFG ABOVE FINISHED GRADE ARI 960017 AHR ANCHOR G GROUND EXTERIOR ELEVATIONS * STATE OF ALT ALTERNATE GA GAUGE R /V� ANP ALUM ALUMINUM GALV GALVANIZED 1 DRAWING REFERENCE NUMBER/ CHI APPROX APPROXIMATELY GC GENERAL CONTRACTOR R RADIUS A.301 DRAWING SHEET NUMBER STONE ATTEN ATTENUATION GEN GENERAL R RISERS GFI GROUND FAULT INTERRUPT RBR RUBBER �' �' , , CAST STONE GI GALVANIZED IRON RD ROOF DRAIN B GL GLASS REC RECESSED GL BLK GLASS BLOCK REF REFERENCE BD BOARD GT GLAZED TILE REINF REINFORCED BUILDING / DETAIL SECTION METAL BLDG BUILDING GT GROUT REQD REQUIRED METAL BLK BLOCK GYP GYPSUM RES RESISTANT 1 1 DRAWING REFERENCE NUMBER LARGE SCALE L T I SMALL SCALE BM BEAM GYP BD GYPSUM BOARD RESIL RESILIENT A.301 A.301 DRAWING SHEET NUMBER W BOT BOTTOM GYP PLAS GYPSUM PLASTER RET RETAINING Q BRG BEARING RM ROOM BRK BRICK H RO ROUGH OPENING WOOD 00 BSMT BASEMENT RP RUBBER PADS 1 END OF SECTION BLD BOLLARD HC HOLLOW CORE A.301 D FINISH ROUGH BLOCKING W U) HD HEAD �J J J C HDW HARDWARE S BUILDING WALL SECTION SECTION PLYWOOD Q Q CAB CABINET HDWD HARDWOOD 7 Z 7 Z CB CATCH BASIN HM HOLLOW METAL S SOUTH ENLARGED DETAIL GLASS O Q HNDRL HANDRAIL SCHED SCHEDULE CEM CEMENT HORIZ HORIZONTAL SCW SOLID CORE WOOD 1 DRAWING REFERENCE NUMBER SMALL SCALE LARGE SCALE GLASS BLOCK ��1 z CEM PLAS CEMENT PLASTER HT HEIGHT SECT SECTION A.401 DRAWING SHEET NUMBER ���J^^J V) 0 CER CERAMIC SHT SHEET — CG CORNER GUARD SIM SIMILAR/ — Uj CJ CONTROL JOINT SLNT SEALER INSULATION z CLG CEILING ID INSIDE DIAMETER SPEC SPECIFICATION \ _ _ _ _ / 0 CM CERAMIC MOSAIC IN INCH SQ SQUARE LOOSE OR RIGID SPRAY FOAM ^ 0 CMU CONCRETE MASONRY UNIT INSUL INSULATION SST STAINLESS STEEL BATT ^^ - L.L x CO CLEAN OUT INT INTERIOR STD STANDARD Uj COL COLUMN INV INVERT STL STEEL CONC CONCRETE STUC STUCCOZ FINISHES W CONSTR CONSTRUCTION STRUCT STRUCTURAL INTERIOR ELEVATIONS U CR COLD ROLLED SUSP SUSPENDED 177=77 ACOUSTICAL GYPSUM LATH AND Uj L.L CPT CARPET JAN JANITOR SV SHEET VINYL 1 DRAWING REFERENCE NUMBER TILE BOARD PLASTER Uj CONT CONTINUOUS JT JOINT CARPET O N O CT CERAMIC TILE J -BOX JUNCTION BOX T 4 A.401 2 DRAWING SHEET NUMBER W ELEVATION INDICATIONS ��Z V 3 L.L D K T TREADS z 0 U)DBL T & B TOP AND BOTTOM GLASS CONCRETE SIDING W N DOUBLE T & G TONGUE AND GROOVE O KIT KITCHEN DET DETAIL KPL KICKPLATE TEL TELEPHONE 000 BRICK CMU SHINGLES W W O U_ DIA DIAMETER TER TERRAZZO n/ � � DIAG DIAGONAL TOC TOP OF CONCRETE < Q 0 z DIM DIMENSION L TOM TOP OF MASONRY� - DISP DISPENSER LAM LAMINATE TOS TOP OF STEEL a 0 W J I-_ W DN DOWN LAV LAVATORY TOW TOP OF WALL U z LU t, DR DOOR LINO LINOLEUM THRU THROUGH' Uj ; W j DS DOWNSPOUT LT WT LIGHT WEIGHT TYP TYPICAL D RAW I N G SYMBOLS DOOR CONVENTIONS < �0�^^ 1♦♦. DW DRYWALL vJ vJ co C) LVR LOUVER TE TROWELED EPDXY DWG DRAWING M U E UR URINAL TYPICAL DOOR CONVENTIONS MACH MACHINE REV DATE DESCRIPTION E EAST EA EACH MAX MAXIMUM COLUMN CENTER LINES MISCELLANEOUS SYMBOLS � � \ 02/28/2017 60% OWNER'S REVIEW MECH MECHANICAL 03/13/2017 75% PRELIMINARY SET EJ EXPANSION JOINT V EL ELEVATION MFR MH MANUFACTURER MAN HOLE A � F.D. FLOOR DRAIN EXIST. DOOR TO REMAIN EXIST. DOOR TO BE REMOVED 04/04/2017 BID AND PERMIT SET ELEC ELECTRICAL VCP VITRIFIED CLAY PIPE --,*,-Yl ENAM EPT ENAMEL EPDXY PAINT MIN MR MINIMUM MARBLE VCT VERT VINYL COMPOSITION TILE VERTICAL R.D. ROOF DRAIN EQ EQUAL MO MASONRY OPENING VO VINYL (BY OWNER) CEILING NOTE MTL METAL CHANGE IN ELEVATION NEW SINGLE DOOR NEW PAIR OF DOORS EQUIP EQUIPMENT VT VINYL TILE EW EACH WAY MULL MULLION VWC VINYL WALL COVERING EWC ELECTRIC WATER COOLER ROOM SYMBOL GRAPHIC SYMBOLS N Proj. No.: 077690 EXIST EXISTING W EXP EXPANSION N NORTH STORAGE ROOM NAME WORK POINT t�\ Date: 02/28/17 EXP EXPOSED STRUCTURE NIC NOT IN CONTRACT W WEST 101 ROOM NUMBER DATUM POINT ��-4 EXT EXTERIOR W/ WITH DOUBLE ACTING DOOR DOOR WITH EMERGENCY RELEASE HARDWARE NOM NOMINAL WC WATER CLOSET NTS NOT TO SCALE WD WOOD DOOR SYMBOL REVISION/CHANGE MATCH LINE r �__\ WF WIDE FLANGE O WDP WOOD PANELING 101 SHADED PORTION IS I WRES WATER-RESISTANT THE SIDE CONSIDERED BI -FOLD DOOR DOOR WITH 180 DEGREE SWING OC ON CENTER Sheet Name: WP WATERPROOF OH OVERHEAD WWF WELDED WIRE FABRIC FINISH SYMBOL DRAWING NOTE WALL TYPE ABBREVIATIONS OD OUTSIDE DIAMETER AND SYMBOLS OPNG OPENING O O POCKET DOOR ACCORDION FOLDING DOOR OPP OPPOSITE A=001 4.4.2017 BID & PERMIT SET 3 N O O D_ W Ul U) 0) 13 N U) a C_ a - U) 1z U) d F 4-1 N Q O N > N N N U) U) a U (Y U 4- 0 U w 0 / cD aj E a N L.� Is Q O ►i r - O N DESIGN NO. U465 NONBEARING WALL RATING -1 HR 2 3 4 5 2 4 1. FLOOR AND CEILING RUNNERS (NOT SHOWN) CHANNEL SHAPED RUNNERS, 3.5/ 8 IN. WIDE (MIN), 1-1 / 4 IN. LEGS, FORMED FROM NO. 25 MSG (MIN) GALV. STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. O.C. MAX. 1 A. AS AN ALTERNATE TO ITEM 1 CEILING RUNNER* - 25 MSG MIN GALV. STEEL WIDTH TO ACCOMMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET AT MIDPOINT 5/ 8 IN. TO ACCOMMODATE WALL CLADDING THICKNESS, ATTACHED TO CEILING WITH FASTENERS SPACED 24 IN. O.C. THE WALL CLADDING SHALL OVERLAP WALLBOARD 1-1/4 IN. MIN. FIRE TRAK CORP. 2. STEEL STUDS- CHANNEL SHAPED, 3.5/ 8 IN. WIDE (MIN), 1-1 / 4 IN. LEGS, 3/ 8 IN. FOLDED BACK RETURNS, FORMED FROM NO. 25 MSG (MIN) GALV. STEEL SPACED 24 IN. O.C. MAX. 3. BATTS AND BLANKETS* (OPTIONAL) - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM* - 5/8 IN. THICK, 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S SELF -TAPPING STEEL SCREWS SPACED 8 IN. OC. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN. OC. BORAL GYPSUM INC. - TYPE BG -C. CANADIAN GYPSUM CO., LTD. - TYPES C, SCX, SHX, WAX. DOMTAR GYPSUM INC. - TYPE 5. EAGLE -GYPSUM PRODUCTS - TYPE EG -C. GEORGIA -PACIFIC CORP. GYPSUM DIV. - TYPE GPFS-C. GOLD BOND BLDG PRODUCTS, NATIONAL GYPSUM DIV. - TYPES FSK -G, FSW-G. PABCO GYPSUM CO. - TYPE PG -C. REPUBLIC GYPSUM CO. - TYPE RG -C. TEMPLE-INLAND FOREST PRODUCTS CORP. -TYPE TP -5. U.S. GYPSUM CO. - TYPES C, 1 PX2. SCX. SHC, SHX, WAC OR WAX. WESTROC INDUSTRIES LTD, TYPE FIREBOARD. 5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3 / 32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 6. FURRING CHANNEL (OPTIONAL -NOT SHOWN) - RESILIENT 25 MSG GALV. STEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 IN. O.C., FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/ 2 IN. LONG TYPE S-12 PAN -HEAD STEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING BOTTOM OF DECK. 7 CEILING HEIGHT: 9'-0" SIM. CEILING HEIGHT: 7'-6" SIM. BOTTOM OF DECK. SIM. _ A-002 A-002 A-002 A-002 -9 T 3-5/8" MTL. STUDS @ 16" 3-5/8" MTL. STUDS @ 16" 3-5/8" MTL. STUDS @ 16" 3-5/8" MTL. STUDS @ 16" - - O.C. - O.C. - - O.C. - - O.C. SOUND ATTENUATION BATT INSULATION 5/8" GYPSUM BOARD (CUT - `' R-19 KRAFT FACED BATT 5/8" GYPSUM BOARD (BOTH 5/8" GYPSUM BOARD (BOTH - 5/8" GYPSUM BOARD (CUT TO DECK CONFIGURATION INSULATION TO DECK ABOVE SIDES) SIDES) - TO DECK CONFIGURATION BOTH BOTH SIDES) _ _ _ _ = SIDES) 4 7/8" 4 7/8" 4 7/8" 4 7/8" 3 5/8" 3 5/8" 3 5/8" 3 5/8" FIN. FLOOR FIN. FLOOR FIN. FLOOR FIN. FLOOR SIM. SIM. SIM. 4 4 4 4 A-002 A-002 A-002 A-002 A 1 -HR FIRE RATED (UL U-465) B C D JT. SPACING 30'-0" O.C. MAX. OR MAXIMUM AREA PER GYP. BD. MFR'S GUIDELINES 3 TYP. GYPSUM CONTROL JOINT DETAIL A002 3" = V-0" CONTINUOUS I RUNNER BETV1 WALL INTERSECTION REFER TO PARTITION TYPES, A.002 @16"o.c.. TYP. TYP. GYPSUM INTERSECTION DETAIL 3" = 1'-0" #8 SCREWS @ 16" o.c. TYP. TYP. GYPSUM INSIDE CORNER DETAIL TOP OF MTL. STUD v M SEE PART. TYPE FOR METAL STUDS SIZE AND ATTENUATION BLANKET THICKNESS GYP. BD. BOTH SIDES - SEE PART. TYPE FOR TYPE & THICKNESS CONTINUOUS BED OF ACOUST. SEALANT UNDER GYP. BD. BASE PER SCHEDULE 4 TYP. GYPSUM SILL DETAIL A002 3" = 1'-0" UNDERSIDE OF STRUCTURE ABOVE SLOTTED DEFLECTION TRACK, SECURE TO FRAMING/STRUCT ABOVE SEALANT WITH BOND BREAKER AT ACOUST. RATED PARTITION SECURE T.O. STUDS ONLY TO DEFL. TRACK W/ SCREWS THROUGH SLOTS. METAL EDGE TRIM SECURE GYP. BD. TO STUDS BELOW DEFLECTION TRACK. GYPSUM BOARD AND METAL STUD PARTITION. - SEE PARTITION TYPES FOR SIZES. 1 TYP. GYPSUM HEAD DETAIL A002 3" = V-0" %A1 W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 REV I DATE No. " AR19600170 * STATE OF I J W D O U)w J (Y Q D Z Z O Q �n z U) � O z � Q a a X C� W Z w fl� U w � w LL Z p z p w p W J Q D Z � O LL O w U) U) O O N LLJ 53 3 z N W p W (0 �z WJ I— W z w� UQ co U DESCRIPTION 1 1 02/28/2017 160% OWNER'S REVIEW 1 1 03/13/2017 175% PRELIMINARY SET 1 1 04/04/2017 1 BID AND PERMIT SET 1 4.4.2017 BID &PERMIT SET Proj. No.: 077690 Date: 02/28/17 Sheet Name: PARTITION TYPES AND DETAILS A-002 N N - _ _ UNDERSIDE OF STRUCTURE ABOVE SLOTTED DEFLECTION TRACK, SECURE TO FRAMING/STRUCT ABOVE SEALANT WITH BOND BREAKER AT ACOUST. RATED PARTITION SECURE T.O. STUDS ONLY TO DEFL. TRACK W/ SCREWS THROUGH SLOTS. METAL EDGE TRIM SECURE GYP. BD. TO STUDS BELOW DEFLECTION TRACK. GYPSUM BOARD AND METAL STUD PARTITION. - SEE PARTITION TYPES FOR SIZES. 1 TYP. GYPSUM HEAD DETAIL A002 3" = V-0" %A1 W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 REV I DATE No. " AR19600170 * STATE OF I J W D O U)w J (Y Q D Z Z O Q �n z U) � O z � Q a a X C� W Z w fl� U w � w LL Z p z p w p W J Q D Z � O LL O w U) U) O O N LLJ 53 3 z N W p W (0 �z WJ I— W z w� UQ co U DESCRIPTION 1 1 02/28/2017 160% OWNER'S REVIEW 1 1 03/13/2017 175% PRELIMINARY SET 1 1 04/04/2017 1 BID AND PERMIT SET 1 4.4.2017 BID &PERMIT SET Proj. No.: 077690 Date: 02/28/17 Sheet Name: PARTITION TYPES AND DETAILS A-002 r� t O O Q U / cn 0 s U Q Cn Q) Q U Cn 0 O EL w U7 Cn M O 11 Cn Q) E 0 D T Cn s IL Cn O a� CL O Q) > a� a� Q� Cn Q U EL U O 1-- 0 a� E O U O U T U w �o �J N Q� Cn T D M E ^�_o I J O N Ln O Q Q Q� ADA STANDARDS CHAPTER 3: BUILDING BLOCKS 302 Floor or Ground Surfaces 302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be 1/2 inch (13 mm) maximum. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed exposed edge. Carpet edge trim shall comply with 303. 1/2 Max 13 Figure 302.2 Carpet Pile Height 302.3 Openings. Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch (13 mm) diameter except as allowed in 407.4.3, 409.4.3, 410.4, 810.5.3 and 810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel. dominant direction of travel long dimension pe dominant directior 13 Figure 302.3 Elongated Openings in Floor or Ground Surfaces 303.2 Vertical. Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical. 1/ max 6.4 Figure 303.2 Vertical Change in Level 303.3 Beveled. Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) high maximum shall be beveled with a slope not steeper than 1:2. 1/4 1/22 6.4� 13 1/4 6.4 Figure 303.3 Beveled Change in Level 304 Turning Space 304.3.1 Circular Space. The turning space shall be a space of 60 inches (1525 mm) diameter minimum. The space shall be permitted to include knee and toe clearance complying with 306. 304.3.2 T -Shaped Space. The turning space shall be a T-shaped space within a 60 inch (1525 mm) square minimum with arms and base 36 inches (915 mm) wide minimum. Each arm of the T shall be clear of obstructions 12 inches (305 mm) minimum in each direction and the base shall be clear of obstructions 24 inches (610 mm) minimum. The space shall be permitted to include knee and toe clearance complying with 306 only at the end of either the base or one arm. 60 min 1525 c E�n E E M E o� 24 610in\ I base 36 min 915 12 min 12 min 305 305 Figure 304.3.2 T -Shaped Turning Space 48 min 1220 Es > o Figure 305.3 Clear Floor or Ground Space C E cc E� O jlo� �1_ 48 min 1220 30 min 760 (a) (b) forward parallel Figure 305.5 Position of Clear Floor or Ground Space 305.7.1 Forward Approach. Alcoves shall be 36 inches (915 mm)wide minimum where the depth exceeds 24 inches (610 mm). N o X� 0 l 36 min 915 Figure 305.7.1 Maneuvering Clearance in an Alcove, Forward Approach 305.7.2 Parallel Approach. Alcoves shall be 60 inches (1525 mm) wide minimum where the depth exceeds 15 inches (380 mm). o x jo 60 min 1525 Figure 305.7.2 Maneuvering Clearance in an Alcove, Parallel Approach 306 Knee and Toe Clearance 306.2 Toe Clearance. 306.2.1 General. Space under an element between the finish floor or ground and 9 inches (230 mm) above the finish floor or ground shall be considered toe clearance and shall comply with 306.2. 306.2.2 Maximum Depth. Toe clearance shall extend 25 inches (635 mm) maximum under an element. 306.2.3 Minimum Required Depth. Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17 inches (430 mm) minimum under the element. 306.2.4 Additional Clearance. Space extending greater than 6 inches (150 mm) beyond the available knee clearance at 9 inches (230 mm) above the finish floor or ground shall not be considered toe clearance. 306.2.5 Width. Toe clearance shall be 30 inches (760 mm) wide minimum. 2�0 M IIIIIIIII IIIIIIIIIIIIII IIIIIIIIII II� 6 max 01 17-25 150 430-635 (a) (b) elevation plan Figure 306.2 Toe Clearance 306.3 Knee Clearance. 306.3.1 General. Space under an element between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground shall be considered knee clearance and shalt comply with 306.3. 306.3.2 Maximum Depth. Knee clearance shall extend 25 inches (635 mm) maximum under an element at 9 inches (230 mm) above the finish floor or ground. 306.3.3 Minimum Required Depth. Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall be 11 inches (280 mm) deep minimum at 9 inches (230 mm) above the finish floor or ground, and 8 inches (205 mm) deep minimum at 27 inches (685 mm) above the finish floor or ground. 306.3.4 Clearance Reduction. Between 9 inches (230 mm) and 27 inches (685 mm) above the finish floor or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for each 6 inches (150 mm) in height. 306.3.5 Width. Knee clearance shall be 30 inches (760 mm) wide minimum. 8 min 205 ION01 c c E 2. 9 min C:,,, N 230 25 max 11 min 635 280 (a) (b) elevation plan Figure 306.3 Knee Clearance 307 Protruding Objects 307.2 Protrusion Limits. Objects with leading edges more than 27 inches (685 mm) and not more than 80 inches (2030 mm) above the finish floor or ground shall protrude 4 inches (100 mm) maximum horizontally into the circulation path. EXCEPTION: Handrails shall be permitted to protrude 41/2 inches (115 mm) maximum. 4 max 100 Ani X N ti A� X Figure 307.2 Limits of Protruding Objects 307.3 Post -Mounted Objects. Free-standing objects mounted on posts or pylons shall overhang circulation paths 12 inches (305 mm) maximum when located 27 inches (685 mm) minimum and 80 inches (2030 mm) maximum above the finish floor or ground. Where a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12 inches (305 mm), the lowest edge of such sign or obstruction shall be 27 inches (685 mm) maximum or 80 inches (2030 mm) minimum above the finish floor or ground. (a) (b) Figure 307.3 Post -Mounted Protruding Objects 307.4 Vertical Clearance. Vertical clearance shall be 80 inches (2030 mm) high minimum. Guardrails or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm) high. The leading edge of such guardrail or barrier shall be located 27 inches (685 mm) maximum above the finish floor or ground. EXCEPTION: Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the finish floor or ground. Figure 307.4 Vertical Clearance 308 Reach Ranges Children's Reach Ranoes Forward or Side Reach High maximum Low (minimum) Ages 3 and 4 36 in 915 mm In mm Ages 5 through40 in 1015 mm 18 in (455 mm) Ages 9 through 12 44 in (1120 mm) 16 in (405 mm) 308.2 Forward Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the finish floor or ground. c CZ E. E� C, Figure 308.2.2 Obstructed High Forward Reach 3 8.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floors ace 0 O uc g c g c c p shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 20 max >20-25 max (a) (b) Figure 308.3.1 Unobstructed Side Reach 308.3 Side Reach. 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. 10 max 255 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum. M E� '� M x o x 00 E M CHAPTER 4: ACCESSIBLE ROUTES 402.2 Components. Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. All components of an accessible route shall comply with the applicable requirements of Chapter 4. Advisory 402.2 Components. Walking surfaces must have running slopes not steeper than 1:20, see 403.3. Other components of accessible routes, such as ramps (405) and curb ramps (406), are permitted to be more steeply sloped. 403 Walking Surfaces 403.1 General. Walking surfaces that are a part of an accessible route shall comply with 403. 403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. 403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. 403.4 Changes in Level. Changes in level shall comply with 303. 403.5 Clearances. Walking surfaces shall provide clearances complying with 403.5. EXCEPTION: Within employee work areas, clearances on common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed. 403.5.1 Clear Width. Except as provided in 403.5.2 and 403.5.3, the clear width of walking surfaces shall be 36 inches (915 mm) minimum. EXCEPTION: The dear width shall be permitted to be reduced to 32 inches (815 mm) minimum for a length of 24 inches (610 mm) maximum provided that reduced width segments are separated by segments that are 48 inches (1220 mm) long minimum and 36 inches (915 mm) wide minimum. Figure 403.5.1 Clear Width of an Accessible Route 403.5.2 Clear Width at Turn. Where the accessible route makes a 180 degree turn around an element which is less than 48 inches (1220 mm) wide, clear width shall be 42 inches (1065 mm) minimum approaching the turn, 48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm) minimum leaving the turn. c EN ' N EO �� lllllllll) � IIIIIIIIIII 0 0 42 min 42 min 36 min 36 min 1065 1065 915 915 X<48 X<48 1220 1220 (a) (b) 180 degree turn 180 degree turn (Exception) Figure 403.5.2 Clear Width at Turn 403.5.3 Passing Spaces. An accessible route with a clear width less than 60 inches (1525 mm) shall provide passing spaces at intervals of 200 feet (61 m) maximum. 404 Doors, Doorways, and Gates 404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (865 mm) above the finish floor or ground. Projections into the clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 inches (100 mm). 32 min 32 min 32 min 815 116. 815 815 m mmp� �O (a) (b) (c) hinged door sliding door folding door Figure 404.2.3 Clear Width of Doorways 404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. 404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door or gate. 10 max > 10-24 max 255 255-610 <�518 min (a) (b) in 445 CD x>8 Figure 308.3.2 Obstructed High Side Reach 205 x>8 IIIIIIIIIIIIIIL lulllllllllllllll 205 309 Operable Parts 309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided. 309.3 Height. Operable parts shall be placed within one or more of the reach ranges specified in 308. 309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. pull side push side (c) push side, door provided with both closer and latch Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors and Gates 404.2.6 Doors in Series and Gates in Series. The distance between two hinged or pivoted doors in series and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the space. 48 min ( 48 min 220 1220 +1+ ILII H (a) (b) IIS 48 min 1220 (c) Figure 404.2.6 Doors in Series and Gates in Series 404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34 inches (865 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. 404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum. 404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. 404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: 1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum. 2. Sliding or folding doors: 5 pounds (22.2 N) maximum. These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. 404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches (255 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm) of the same plane as the other. Cavities created by added kick plates shall be capped. 404.2.11 Vision Lights. Doors, gates, and side lights adjacent to doors or gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43 inches (1090 mm) maximum above the finish floor. 404.3 Automatic and Power -Assisted Doors and Gates. Automatic doors and automatic gates shall comply with 404.3. Full -powered automatic doors shall comply with ANSI/BHMA A156.10 (incorporated by reference, see "Referenced Standards" in Chapter 1). Low-energy and power -assisted doors shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). 404.3.2 Maneuvering Clearance. Clearances at power -assisted doors and gates shall comply with 404.2.4. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with 404.2.4. 404.3.7 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. Location of Permanent Room ID Signs Mounting height for tactile signs Signs are to be mounted at a height to allow the baselines of raised characters to be located between 48" and 60"above the ground. Minimum Height: Baseline of lowest copy mounted no lower than 48" above floor Maximum Height: Baseline of highest copy mounted no higher than 60" above floor %At 610\ 48 min s10 02/28/2017 60% OWNER'S REVIEW 1220 UJ 75% PRELIMINARY SET 04/04/2017 BID AND PERMIT SET 0 O N. CO M M M co Figure 403.5.1 Clear Width of an Accessible Route 403.5.2 Clear Width at Turn. Where the accessible route makes a 180 degree turn around an element which is less than 48 inches (1220 mm) wide, clear width shall be 42 inches (1065 mm) minimum approaching the turn, 48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm) minimum leaving the turn. c EN ' N EO �� lllllllll) � IIIIIIIIIII 0 0 42 min 42 min 36 min 36 min 1065 1065 915 915 X<48 X<48 1220 1220 (a) (b) 180 degree turn 180 degree turn (Exception) Figure 403.5.2 Clear Width at Turn 403.5.3 Passing Spaces. An accessible route with a clear width less than 60 inches (1525 mm) shall provide passing spaces at intervals of 200 feet (61 m) maximum. 404 Doors, Doorways, and Gates 404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (865 mm) above the finish floor or ground. Projections into the clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 inches (100 mm). 32 min 32 min 32 min 815 116. 815 815 m mmp� �O (a) (b) (c) hinged door sliding door folding door Figure 404.2.3 Clear Width of Doorways 404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. 404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door or gate. 10 max > 10-24 max 255 255-610 <�518 min (a) (b) in 445 CD x>8 Figure 308.3.2 Obstructed High Side Reach 205 x>8 IIIIIIIIIIIIIIL lulllllllllllllll 205 309 Operable Parts 309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided. 309.3 Height. Operable parts shall be placed within one or more of the reach ranges specified in 308. 309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. pull side push side (c) push side, door provided with both closer and latch Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors and Gates 404.2.6 Doors in Series and Gates in Series. The distance between two hinged or pivoted doors in series and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the space. 48 min ( 48 min 220 1220 +1+ ILII H (a) (b) IIS 48 min 1220 (c) Figure 404.2.6 Doors in Series and Gates in Series 404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 309.4. Operable parts of such hardware shall be 34 inches (865 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. 404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum. 404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. 404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: 1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum. 2. Sliding or folding doors: 5 pounds (22.2 N) maximum. These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. 404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches (255 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm) of the same plane as the other. Cavities created by added kick plates shall be capped. 404.2.11 Vision Lights. Doors, gates, and side lights adjacent to doors or gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43 inches (1090 mm) maximum above the finish floor. 404.3 Automatic and Power -Assisted Doors and Gates. Automatic doors and automatic gates shall comply with 404.3. Full -powered automatic doors shall comply with ANSI/BHMA A156.10 (incorporated by reference, see "Referenced Standards" in Chapter 1). Low-energy and power -assisted doors shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1). 404.3.2 Maneuvering Clearance. Clearances at power -assisted doors and gates shall comply with 404.2.4. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with 404.2.4. 404.3.7 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. Location of Permanent Room ID Signs Mounting height for tactile signs Signs are to be mounted at a height to allow the baselines of raised characters to be located between 48" and 60"above the ground. Minimum Height: Baseline of lowest copy mounted no lower than 48" above floor Maximum Height: Baseline of highest copy mounted no higher than 60" above floor %At REV DATE DESCRIPTION 02/28/2017 60% OWNER'S REVIEW UJ 75% PRELIMINARY SET 04/04/2017 BID AND PERMIT SET 0 O G U)UJ Q 0 Z Z OQ Cn Z U) p W O Z I..L Q X W Z UJ UJ UJ LL LL O O NW �Z ZO w UJ O zM W J Wo Z Z a O W I-_ J ILLI W LLU UJ� w0 0 U) U) cr) U REV DATE DESCRIPTION 02/28/2017 60% OWNER'S REVIEW 03/13/2017 75% PRELIMINARY SET 04/04/2017 BID AND PERMIT SET 4.4.2017 BID &PERMIT SET Pil No.: 077690 Date: 02/28/17 Sheet Name: STANDARD ADA DETAILS A-003 DEMOLITION FLOOR PLAN 7 ME 0' 4' 8' 16' DEMOLITION WALL SCHEDULE ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE REMOVE EXISTING INTERIOR WALL W/ ONE ------------- LAYER 5/8" TYPE "X" GYPSUM TO BOTH SIDES. -- REMOVE EXISTING INTERIOR WALL TO -----1-------- INSTALL 6'-0" DOOR. NOTE: EXISTING COLUMN TO REMAIN. DOOR LEGEND EXISTING DOOR AND FRAME TO REMAIN UNDER THIS CONTRACT (TYPICAL). EXISTING DOOR AND FRAME TO BE REMOVED UNDER THIS �r= CONTRACT, EXCEPT WHERE NOTED TO BE REMOVED AND RELOCATED (TYPICAL). DEMOLITION FLOOR PLAN NOTES OREMOVE EXISTING WALL COVERING, EXISTING COLUMN TO REMAIN. OREMOVE AND DISPOSE OF ALL EXISTING FLOOR MATERIALS (INCLUDING, WITHOUT LIMITATION, ALL CARPETING, TILE AND/OR OTHER FLOOR COVERING) TO THE CONCRETE FLOOR. OREMOVE EXISTING DOORS AND DOOR FRAME AND REUSE REMOVED DOORS WHERE APPLICABLE. OREMOVE EXISTING BUILT-IN FURNITURE. OREMOVE EXISTING ELECTRICAL, FIXTURES AND PLUMBING. © EXISTING CHASE TO REMAIN. PROJECT LOCATION KEY PLAN N.T.S. IL A W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 a w CIO REV I DATE ipUbfic Private Partnership OSCa� s AFR;Qj► No. " AR19600170 * STATE OF I vJ Z 0 U) U) Lu LL 00 1^.1� I..L V Z 0. LU LU �Z V Z LU LLI 0 0 2 LI ry 0 Z Z 0 U) Z I..L x LI LLI U_ LL 0 ry 0 0 LL 0 Z 0 U LLI Cn 0 0 N W U) Z N W O L (fl ryo 'Cl- Z ry L J I— W z2 L� UQ co U DESCRIPTION 1 102/28/2017 160% OWNER'S REVIEW I 1 103/13/2017 175% PRELIMINARY SET I 1 104/04/2017 1 BID AND PERMIT SET I 4.4.2017 BID & PERMIT SET Proj. No.: 077690 Date: 02/28/17 Sheet Name: DEMOLITION FLOOR PLAN AD -101 � 1 DEMOLITION REFLECTED CEILING PLAN '%RIAD 10 1 /8" = V-0" 7 ME 0' 4' 8' 16' DEMOLITION REFLECTED CEILING PLAN NOTES CL -1 REMOVE EXISTING GYPSUM BOARD CEILING AND ASSOCIATED LIGHT FIXTURES. CL -2 EXISTING GYPSUM BOARD CEILING AND ASSOCIATED LIGHT FIXTURES TO REMAIN. CL -3 REMOVE EXISTING GRID ACT CEILING AND ASSOCIATED LIGHT KE FIXTURES. PROJECT LOCATION KEY PLAN N.T.S. IL A W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 a LU Cl) REV I DATE ipUbfic Private Partnership O C;K s AFR-... �► F`.,. i 'C No. " AR19600170 * STATE OF l * V NZ 1..1� LU LU �Z V Z W J W 0 5O G NW ry W U LL O ry O O J H 0 Z O U W U) 0 0 N W U) Z N W o W (0 ry 'Cl- CD Z L J 1-- W Z L� UQ co U DESCRIPTION 1 102/28/2017 160% OWNER'S REVIEW I 1 103/13/2017 175% PRELIMINARY SET I 1 104/04/2017 1 BID AND PERMIT SET I 4.4.2017 BID & PERMIT SET Proj. No.: 077690 Date: 02/28/17 Sheet Name: DEMOLITION REFELECTED CEILING PLAN AD -1 02 1 FLOOR PLAN ®� A101" = V-01, 7 77 0' 4' 8' 16' ® A 01 ENLARGED PLAN 1, o 0' 2' 4' 8' GENERAL FLOOR PLAN NOTES A. REFER TO PARTITION SCHEDULE FOR WALL CONSTRUCTION B. INSPECT THE CONDITION OF EXISTING DEMISING PARTITIONS AND EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT AND FINISHED PARTITION TO UNDERSIDE OF DECK AS REQUIRED. PATCH AND REPAIR TO ACHIEVE OR MAINTAIN REQUIRED FIRE RATING - TAPE AND SPACKLE TO PREPARE FOR FINISHES. C. UPON POSSESSION OF THE PREMISES, DIMENSIONS OF SPACE SHALL BE VERIFIED. G.C. SHALL SUBMIT NOTED DISCREPANCIES TO THE ARCHITECT WITHIN THREE DAYS OF THE START OF CONSTRUCTION. D. WHEN RE -USING EXISTING DRYWALL CONSTRUCTION, PATCH AND REPAIR WALLS AS NECESSARY TO ENSURE REQUIRED RATING. PATCH ALL VOIDS INCLUDING DECK FLUTES WITH NON-COMBUSTIBLE MATERIALS. E. ALL SLAB PENETRATIONS MUST BE APPROVED IN WRITING BY THE LANDLORD PRIOR TO THE COMMENCEMENT OF WORK. GENERAL CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE DEMISED PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE DAMAGE. F. ALL DIMENSIONS ON PLAN FOR NEW INTERIOR LAYOUTS ARE FROM FINISHED WALL TO FINISHED WALL UNLESS NOTED OTHERWISE. G. PATCH AND FIRESTOP GWB PARTITIONS AS REQUIRED BY LOCAL CODES. WALL SCHEDULE ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE FULL HEIGHT TO DECK- NEW INTERIOR 3 5/8" MTL. STUD WALL W/ ONE LAYER 5/8" TYPE "X" GYPSUM TO BOTH SIDES. REFER TO SHEET A-002 FOR PARTITION TYPES AND DETAILS. " HEIGHT- NEW INTERIOR 3 5/8" MTL. STUD WALL W/ ONE LAYER 5/8" TYPE "X" GYPSUM TO BOTH SIDES. REFER TO SHEET A-002 FOR PARTITION TYPES AND DETAILS. �_Ko 7'-6" HEIGHT - NEW INTERIOR 3 5/8" MTL. STUD WALL W/ ONE LAYER 5/8" TYPE "X" GYPSUM TO BOTH SIDES. REFER TO SHEET A-002 FOR PARTITION TYPES AND DETAILS. FULL HEIGHT TO DECK- NEW INTERIOR 3 5/8" MTL. STUD WALL W/ ONE LAYER 5/8" TYPE "X" GYPSUM TO BOTH SIDES. REFER TO SHEET A-002 FOR PARTITION TYPES AND DETAILS. FLOOR PLAN NOTES ONEW CUSTOM BUILT-INS AS PRINTING STATION. SEE MILL WORK (SHEET A-402)FOR DETAILS. ONEW CUSTOM BUILT-INS AS GANG TABLE. SEE MILL WORK (SHEET A-401)FOR DETAILS. O3 PROVIDE TV, CABLE, POWER. REFER TO ELECTRICAL DRAWING. ®RELOCATE AND REUSE DOOR NOTED IN DEMO PLAN 1/AD101, ALL EXISTING DOOR FRAMES AND TRIM TO BE PAINTED P4. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION. ONEW CUSTOM BUILT-INS AS BOOTH SEATING. SEE MILL WORK (SHEET A-402)FOR DETAILS. PROJECT LOCATION KEY PLAN N.T.S. W 0 0 L P E RT Architecture I Engineering I Geospatial 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 •w i[)�jbfic Private Partnership REV DATE DESCRIPTION 02/28/2017 60% OWNER'S REVIEW LLI 75% PRELIMINARY SET 04/04/2017 BID AND PERMIT SET 0 0 2 vJ LLI ry Q 0 Z Z 0Q Cn Z U) 0 W LL �„ O zQ L^^.L 0— x V LI Z LLJ 0� U_ wLL� o z 0 V � w ~ Z Owl LU 0 z M LNLI J W O L.L ry 'CI- Q CD Z 3: z ry Q W I— J W W U w� 0w0Cl) (n (n co U REV DATE DESCRIPTION 02/28/2017 60% OWNER'S REVIEW 03/13/2017 75% PRELIMINARY SET 04/04/2017 BID AND PERMIT SET 4.4.2017 BID & PERMIT SET Proj. No.: 077690 Date: 02/28/17 Sheet Name: FLOOR PLAN A-1 01 UI ,�) 2) UI ) a: PRINTING STATION 204 205 xX- --- v 203 '. ll 11 11 II`` WORKBENCH cC3 FINISH NOTES A. ALL SURFACES SHALL BE PREPARED AS REQUIRED TO RECEIVE NEW FINISHES B. ALL INTERIOR FINISHES SHALL BE CLASS C MINIMUM UNLESS OTHERWISE NOTED G; 4) (clil 8) (1 11�� II II .�� 1 I C. ALL GYPSUM BOARD WALLS SHALL BE PRIMED AND PAINTED LATEX EGGSHELL ENAMEL D. ALL DOOR FRAMES SHALL BE PRIMED AND PAINTED LATEX SEMI -GLOSS. E. ALL GYPSUM BOARD CEILINGS AND SOFFITS SHALL BE PRIMED AND PAINTED LATEX FLAT. F. PROVIDE A SMOOTH AND LEVEL TRANSITION BETWEEN FLOOR FINISHES. ALL TRANSITIONS TO MEET ADA REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR FEATHERING FLOOR FOR FLUSH TRANSITION BETWEEN MATERIALS. OUTSIDE TEAM# ROOM I 6 9� 2 1 G. CONTRACTOR TO PREPARE THE CONCRETE SLAB TO BE SMOOTH AND LEVEL PRIOR TO } INSTALLING THE NEW FLOOR FINISHES. ----- _ H. ALL RETURN AIR GRILLES, SUPPLY DIFFUSERS AND ACCESS PANELS TO BE PAINTED TO MATCH 9 THE SURROUNDING AREA. El Cl y9 y x� y9 _ _____- ,�; �, �, < I. EXPOSED DECK, STRUCTURE AND EXISTING CONDUIT /PIPING AND NEW GALVINIZED CONDUIT, _.. '� VESTIBULE �)?>?'xx�'J?>?'x�?>?�?>x?')?>x< „ „ (DPENrDBELOw) �x< DUCTWORK, ETC. TO BE COATED WITH TNEMEC SERIES 30, SPRA-SAF EN HYDROPHOBIC ACRYLIC GANG (',TABLE sct POLYMER f I f I fffIf ff II II_ f l f IJ. TWO COATS OF CLEAR CONCRETE SEALER SHALL BE APPLIED TO ALL EXPOSED CONCRETE �J FLOORS. 3C1- �1 a K. SEE REFLECTED CEILING PLAN FOR CEILING FINISHES. c --- C2 C2 L. TERMINATE WALL COVERINGS AT ALL INSIDE CORNERS. - l COM09 NS - - f x Y \ J M. WHERE THE EXISTING WALL BASE IN AN ENTIRE ROOM CAN BE REUSED/SALVAGED, IT IS 4 xxy xYx - 12'-9 958 PREFERRED OVER INSTALLING NEW. EXIT JOCXJ�O - `OZ5 'ii li li XI . BOOTH #4__ BOOTH #� __ BROTH #2 , __ BOOTH#� _ s O ROOM FINISH SCHEDULE �l �l Ili f 1 f 1 I �. 1 FINISH FLOOR PLAN ®® A102 1/8" = 1'-0" 0' 2' 4' 8' FLAME SPREAD RATINGS FLAME SPREAD MATERIAL CLASS PRIMER A PAINT A CARPET A LAY -IN CEILING A WALL COVERING A FLAME SPREAD ROOM NAME FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL <25 #201 TEAM ROOM C1 B1 P2 P2 P2 WC1 11 ) #202 IDEATION ROOM C3 B1 (PD P3 (WD (PD A� '3 5 C3 7-10 P3 P3 P3 WC1 C3 B1 P3 -_-_- P3 WC1 #205 CONFERENCE ROOM C1 B1 P3 WC1 P3 P3 c, cz U) TEAM # TABLE F TEAM #I TABLE F� j TEAM # TABLE '- TEAM # TABLE WC1 P2 P2 #208 CORRIDOR SC1 EXIST. P2 P2 P2 WC1 5!)3 #209 COMMONS SC1 C2 B1 P2 cz ' P2 P2 BOOTHS #1-4 SC1 B1 U_ P2 Lu w TEAM WORKSTATIONS C2 :- T -_AXI-- P2 ,,, --- ---- , , P2 ELEVATOR LOBBY REPAIR EXIST. AS NEEDED REUSE EXIST. AS NEEDED MATCH EXIST. EXIST. EXIST. MATCH EXIST. 0 CORRIDOR 207 PRINTING STATION 204 205 xX- --- v 203 '. ll 11 11 II`` WORKBENCH cC3 FINISH NOTES A. ALL SURFACES SHALL BE PREPARED AS REQUIRED TO RECEIVE NEW FINISHES B. ALL INTERIOR FINISHES SHALL BE CLASS C MINIMUM UNLESS OTHERWISE NOTED G; 4) (clil 8) (1 11�� II II .�� 1 I C. ALL GYPSUM BOARD WALLS SHALL BE PRIMED AND PAINTED LATEX EGGSHELL ENAMEL D. ALL DOOR FRAMES SHALL BE PRIMED AND PAINTED LATEX SEMI -GLOSS. E. ALL GYPSUM BOARD CEILINGS AND SOFFITS SHALL BE PRIMED AND PAINTED LATEX FLAT. F. PROVIDE A SMOOTH AND LEVEL TRANSITION BETWEEN FLOOR FINISHES. ALL TRANSITIONS TO MEET ADA REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR FEATHERING FLOOR FOR FLUSH TRANSITION BETWEEN MATERIALS. OUTSIDE TEAM# ROOM I 6 9� 2 1 G. CONTRACTOR TO PREPARE THE CONCRETE SLAB TO BE SMOOTH AND LEVEL PRIOR TO } INSTALLING THE NEW FLOOR FINISHES. ----- _ H. ALL RETURN AIR GRILLES, SUPPLY DIFFUSERS AND ACCESS PANELS TO BE PAINTED TO MATCH 9 THE SURROUNDING AREA. El Cl y9 y x� y9 _ _____- ,�; �, �, < I. EXPOSED DECK, STRUCTURE AND EXISTING CONDUIT /PIPING AND NEW GALVINIZED CONDUIT, _.. '� VESTIBULE �)?>?'xx�'J?>?'x�?>?�?>x?')?>x< „ „ (DPENrDBELOw) �x< DUCTWORK, ETC. TO BE COATED WITH TNEMEC SERIES 30, SPRA-SAF EN HYDROPHOBIC ACRYLIC GANG (',TABLE sct POLYMER f I f I fffIf ff II II_ f l f IJ. TWO COATS OF CLEAR CONCRETE SEALER SHALL BE APPLIED TO ALL EXPOSED CONCRETE �J FLOORS. 3C1- �1 a K. SEE REFLECTED CEILING PLAN FOR CEILING FINISHES. c --- C2 C2 L. TERMINATE WALL COVERINGS AT ALL INSIDE CORNERS. - l COM09 NS - - f x Y \ J M. WHERE THE EXISTING WALL BASE IN AN ENTIRE ROOM CAN BE REUSED/SALVAGED, IT IS 4 xxy xYx - 12'-9 958 PREFERRED OVER INSTALLING NEW. EXIT JOCXJ�O - `OZ5 'ii li li XI . BOOTH #4__ BOOTH #� __ BROTH #2 , __ BOOTH#� _ s O ROOM FINISH SCHEDULE �l �l Ili f 1 f 1 I �. 1 FINISH FLOOR PLAN ®® A102 1/8" = 1'-0" 0' 2' 4' 8' FLAME SPREAD RATINGS FLAME SPREAD MATERIAL CLASS PRIMER A PAINT A CARPET A LAY -IN CEILING A WALL COVERING A FLAME SPREAD SMOKE DEVELOPMENT <10 ROOM NAME FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL <25 #201 TEAM ROOM C1 B1 P2 P2 P2 WC1 11 ) #202 IDEATION ROOM C3 B1 (PD P3 (WD (PD #203 IDEATION ROOM C3 B1 P3 P3 P3 WC1 #204 IDEATION ROOM C3 B1 P3 P3 P3 WC1 #205 CONFERENCE ROOM C1 B1 P3 WC1 P3 P3 vJ z U) #206 TEAM ROOM C1 P2 P2 P2 P2 WC1 0) #207 CORRIDOR SC1 B1 P2 WC1 P2 P2 #208 CORRIDOR SC1 EXIST. P2 P2 P2 WC1 5!)3 #209 COMMONS SC1 C2 B1 P2 P2 P2 P2 BOOTHS #1-4 SC1 B1 U_ P2 Lu w TEAM WORKSTATIONS C2 B1 P2 P2 P2 P2 ELEVATOR LOBBY REPAIR EXIST. AS NEEDED REUSE EXIST. AS NEEDED MATCH EXIST. EXIST. EXIST. MATCH EXIST. 0 FINISH SCHEDULE W 0 zM SMOKE DEVELOPMENT <10 <10 <15 <5 <2_5 <4_50 <2_5 <450 <25 <160 DOOR SEALED CONCRETE CRS -XX -A, JOHNSONITE FLOOR REDUCER, 1-1/2",1/4" TO CONCRETE, 48 -GREY CARPET ADHESIVE FLOOR UNDERLAYMENT OR LEVELING COMPOUND (SLOPED AS NEEDED TO CREATE A FLUSH TRANSITION) )NCRETE SUB -FLOOR =E STRUCTURAL 2 TRANSITION DETAIL A102 N.T.S. C1 DURKAN COLOREFFECT 24" X 24" X 1/8" 4545 KINGFISHER C2 DURKAN SOLE TERRA COLLECTION 12BY36 12" X 36" X 1/8" #983 CLEAN SLATE METALLIC C3 DURKAN COLOREFFECT 24" X 24" X 1/8" #646 PARAKEET SC1 PITTSBURGH PAINT AQUAPON CONCRETE SEALER (MIN. 2 COATS) B1 JOHNSONITE TRADITIONAL WALL BASE 4" VINYL, 29 - MOONROCK B2 JOHNSONITE TRADITIONAL WALL BASE 4" VINYL, 40 - BLACK WC1 WOOD WALL COVERING, KOROSEAL ARBOR SERIES, TY WOOD QC, ALBIZIA SAMAN #AA9431, WOOD GRAIN TO BE HORIZONTAL ON WALLS. P1 BENJAMIN MOORE PAINT - CEILING WHITE, LATEX FLAT P2 BENJAMIN MOORE PAINT - ALASKAN HUSKY 1479, LATEX EGGSHELL P3 BENJAMIN MOORE PAINT - CHANTILY LACE OC -65, LATEX EGGSHELL P4 BENJAMIN MOORE PAINT - GRAYSTONE 1475, LATEX SEMI -GLOSS PL1 WILSONART, PREMIUM LAMINATE, OLD MILL OAK 7973K-12 PL2 WILSONART, STANDARD LAMINATE, BLACK 1595-60 PROJECT LOCATION KEY PLAN N.T.S. `A I M. de . A �• ,. r ••.7 f Q No. ° AR19600170 * STATE OF I REVI DATE DESCRIPTION 02/28/2017 60% OWNER'S REVIEW w 75% PRELIMINARY SET 04/04/2017 BID AND PERMIT SET 0 0 G U) w 0 z z 0Q vJ z U) 0 Lu O zQ L^.L L.L 0— x w z w U_ Lu w � LL O O z 0 w z 0 W 0 zM LNJ J W O L.L [)� 'CI- Q z 3: z a O W �w J W U Lu 0w0cl) (n (n co U REVI DATE DESCRIPTION 02/28/2017 60% OWNER'S REVIEW 03/13/2017 75% PRELIMINARY SET 04/04/2017 BID AND PERMIT SET 4.4.2017 BID & PERMIT SET Proj. No.: 077690 Date: 02/28/17 Sheet Name: FINISH FLOOR PLAN A-1 02