Renovations for ORHS Welding Classroom Addendum

Cope Associates, Inc. ○ 2607 Kingston Pike, Suite 5 Knoxville, TN 37919 ○ copearchitecture.com ○ (865) 694-9000 Oak Ridge High School WELDING CLASSROOM RENOVATION Job Number: 22023 ADDENDUM No. 1 April 5, 2023 This Addendum forms a part of the Contract Documents and modifies the original Construction Documents dated February 27 2023, as noted below. Work not specifically deleted, modified, changed, or altered by this Addendum shall remain in full effect as part of the original Contract Documents. All changes, modifications and clarifications listed here-in shall be included in the scope of the Work as if part of the original contract documents. General: None Specifications: 1.1 Section 00 00 01 – TABLE OF CONTENTS: A. The listed specification section has been revised and is hereby formally RE-ISSUED due to the following: 1. Issuance of new and deletion of specification sections. 1.2 Section 03 53 50 – POLISHED CONCRETE: A. The listed specification section has been DELETED. 1.3 Section

09 67 00 – FLUID-APPLIED FLOORING: A. The listed specification section has been ISSUED, footer dated 04 APR 2023, due to the following: 1. Floor finish to be applied to Welding Lab. Drawings: 1.4 Sheet G100 – GENERAL A. The attached drawing has been revised and is hereby formally RE-ISSUED due to but not limited to the following: 1. Deletion or relocation of detail drawings. 2. Revision of “Wall Rating Legend”. 1.5 Sheet AD101 – DEMOLITION FLOOR PLAN A. The attached drawing has been revised and is hereby formally RE-ISSUED due to but not limited to the following: 1. Addition of Key Notes. 2. Revisions to demolition scope. 3. Addition of “Demolition Elevation”. 1.6 Sheet A101 – NEW CONSTRUCTION A. The attached drawing has been revised and is hereby formally RE-ISSUED due to but not limited to the following: 1. Addition of “Drawing Key Notes” to address finishes and clarification of scope. 2. Revision of “Wall Rating Legend”. 3. Revisions to “Floor Plan”. 4. Revisions to “Exterior Elevations” 5. Addition of detail drawings. 1.7 Sheet A300 – REFLECTED CEILING PLAN OAK RIDGE HIGH SCHOOL WELDING CLASSROOM RENOVATION ADDENDUM No. 1 April 5, 2023 Page 2 of 2 A. The attached drawing has been revised and is hereby formally RE-ISSUED due to but not limited to the following: 1. Addition and revision of detail drawings. 2. Dimensions added to plan. 1.8 Sheet M100 – FLOOR PLAN – HVAC & GAS A. The attached drawing has been revised and is hereby formally RE-ISSUED due to but not limited to the following: 1. Addition of plumbing scope. 1.9 Sheet E101 – FLOOR PLAN - LIGHTING A. The attached drawing has been revised and is hereby formally RE-ISSUED due to but not limited to the following: 1. Addition of light fixtures. 2. Revision to “Wall Rating Legend”. 1.10 Sheet E102 – FLOOR PLAN - POWER A. The attached drawing has been revised and is hereby formally RE-ISSUED due to but not limited to the following: 1. Revision to “Wall Rating Legend”. 1.11 Sheet E103 – FLOOR PLAN – COMMUNICATIONS & HVAC WIRING A. The attached drawing has been revised and is hereby formally RE-ISSUED due to but not limited to the following: 1. Revision to “Wall Rating Legend”. 1.12 Sheet E201 – LEGEND AND SCHEDULES A. The attached drawing has been revised and is hereby formally RE-ISSUED due to the following: 1. Clarification of “Panel HWS”. Attachments: Specifications: 00 00 01 – TABLE OF CONTENTS 09 76 00 – FLUID APPLIED FLOORING Full-Size Drawings: G100 – GENERAL Sheet AD101 – DEMOLITION FLOOR PLAN Sheet A101 – NEW CONSTRUCTION Sheet A300 – REFLECTED CEILING PLAN Sheet M100 – FLOOR PLAN – HVAC & GAS Sheet E101 – FLOOR PLAN - LIGHTING Sheet E102 – FLOOR PLAN - POWER Sheet E103 – FLOOR PLAN – COMMUNICATIONS & HVAC WIRING Sheet E201 – LEGEND AND SCHEDULES END OF ADDENDUM No. 1 22023 ORHS WELDING CLASSROOM RENOVATIONS TABLE OF CONTENTS OAK RIDGE, TN CONSTRUCTION DOCUMENTS PACKAGE ISSUED: 27 FEB 2023 00 00 01 - 1 PROJECT MANUAL TABLE OF CONTENTS Division Section Title Pages DIVISION 0 - BIDDING REQUIREMENTS AND CONTRACT FORMS - - - - - OAK RIDGE REQUEST FOR BIDS (INCLUDES DOCUMENTS LISTED BELOW) ......... 20 - - - - - BIDDING PROCEDURES ............................................................................................... 2 - - - - - BID FORM ....................................................................................................................... 1 - - - - - VENDOR INFORMATION AND PRICING ...................................................................... 1 - - - - - HOLD HARMLESS AGREEMENT .................................................................................. 1 - - - - - CRIMINAL BACKGROUND COMPLIANCE AFFIDAVIT ................................................ 1 - - - - - DRUG-FREE WORKPLACE AFFIDAVIT ........................................................................ 1 - - - - - NON-COLLUSION AFFIDAVIT ....................................................................................... 1 - - - - - IRAN DIVESTMENT ACT REQUIREMENTS ................................................................. 1 - - - - - EDGAR CERTIFICATIONS ............................................................................................. 4 - - - - - STANDARD FORM OF AGREEMENT - AIA DOCUMENT A101 (SAMPLE)...................... 10 - - - - - GENERAL CONDITIONS OF THE CONTRACT AIA DOCUMENT A201 ......................... 39 00 66 00 SUPPLEMENTARY GENERAL CONDITIONS .................................................................... 6 DIVISION 01 - GENERAL REQUIREMENTS 01 10 00 SUMMARY ........................................................................................................................... 3 01 23 70 WEATHER DELAYS............................................................................................................. 2 01 25 00 CONTRACT MODIFICATION PROCEDURES .................................................................... 2 01 29 00 PAYMENT PROCEDURES .................................................................................................. 3 01 31 00 PROJECT MANAGEMENT AND COORDINATION ............................................................ 7 01 31 00 RFI FORM ............................................................................................................................ 1 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION .......................................................... 5 01 33 00 SUBMITTAL PROCEDURES ............................................................................................... 7 01 40 00 QUALITY REQUIREMENTS ................................................................................................ 7 01 50 00 TEMPORARY FACILITIES AND CONTROLS ..................................................................... 6 01 60 00 PRODUCT REQUIREMENTS .............................................................................................. 7 01 70 00 EXECUTION REQUIREMENTS ........................................................................................... 7 01 73 10 CUTTING AND PATCHING ................................................................................................. 4 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL ............................................ 3 01 77 00 CLOSEOUT PROCEDURES ............................................................................................... 5 01 78 10 PROJECT RECORD DOCUMENTS .................................................................................... 4 01 78 20 OPERATION AND MAINTENANCE DATA .......................................................................... 7 01 79 00 DEMONSTRATION AND TRAINING ................................................................................... 5 DIVISION 02 - EXISTING CONDITIONS 02 41 19 SELECTIVE DEMOLITION .................................................................................................. 8 DIVISION 03 - CONCRETE NOT USED DIVISION 04 - MASONRY 04 20 00 UNIT MASONRY ................................................................................................................ 20 DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES NOT USED DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 21 00 THERMAL INSULATION ...................................................................................................... 3 07 62 00 SHEET METAL FLASHING AND TRIM ............................................................................... 5 07 84 13 PENETRATION FIRESTOPPING ........................................................................................ 5 07 92 00 JOINT SEALANTS ................................................................................................................ 4 22023 ORHS WELDING CLASSROOM RENOVATIONS TABLE OF CONTENTS OAK RIDGE, TN CONSTRUCTION DOCUMENTS PACKAGE ISSUED: 27 FEB 2023 00 00 01 - 2 DIVISION 08 - OPENINGS 08 11 13 STEEL DOORS AND FRAMES ......................................................................................... 10 DIVISION 09 - FINISHES 09 76 00 FLUID-APPLIED FLOORING ............................................................................................... 3 09 91 10 PAINTING ............................................................................................................................. 6 DIVISION 10 - SPECIALTIES NOT USED DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS NOT USED DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING EQUIPMENT NOT USED DIVISION 21 - FIRE SUPPRESSION NOT USED DIVISION 22 - PLUMBING NOT USED DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) SEE DRAWINGS DIVISION 26 - ELECTRICAL SEE DRAWINGS DIVISION 27 - COMMUNICATIONS SEE DRAWINGS DIVISION 28 - ELECTRONIC SAFETY AND SECURITY SEE DRAWINGS DIVISION 31 – EARTHWORK NOT USED DIVISION 32 - EXTERIOR IMPROVEMENTS NOT USED DIVISION 33 – UTILITIES NOT USED END OF SECTION 22023 ORHS WELDING CLASSROOM RENOVATIONS FLUID-APPLIED FLOORING OAK RIDGE, TN CONSTRUCTION DOCUMENTS PACKAGE ISSUED: 04 APR 2023 09 76 00 - 1 SECTION 09 67 00 FLUID-APPLIED FLOORING PART 1 - GENERAL 1.01 SECTION INCLUDES A. Fluid-applied flooring and base. 1.02 RELATED REQUIREMENTS A. Section 07 92 00 - Joint Sealants: Sealing joints between fluid-applied flooring and adjacent construction and fixtures. 1.03 REFERENCE STANDARDS A. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 2017. B. ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride; 2016a. C. ASTM F2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes; 2017. D. ICRI 310.2R - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair; 2013. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements for submittal procedures. B. Product Data: Provide data on specified products, describing physical and performance characteristics; sizes, patterns and colors available. C. Samples: Submit two samples illustrating color and pattern for each floor material for each color specified. D. Concrete Subfloor Test Report: Submit a copy of the moisture and alkalinity (pH) test reports. E. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention, and application rate for each coat. F. Manufacturer's Qualification Statement. G. Applicator's Qualification Statement. H. Maintenance Data: Include maintenance procedures, recommended maintenance materials, procedures for stain removal, repairing surface, and suggested schedule for cleaning. I. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. Extra Top Coat Materials: 2 gallons. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum three years documented experience. B. Applicator Qualifications: Company specializing in performing the work of this section. 1. Minimum 5 years of documented experience. 2. Approved by manufacturer. C. Supervisor Qualifications: Trained by product manufacturer. 1.06 MOCK-UP A. Construct mock-up(s) of fluid applied flooring to serve as basis for evaluation of texture and workmanship. 1. Number of Mock-Ups to be Prepared: One. 2. Use same materials and methods for use in the work. 3. Locate where directed. 4. Minimum Size: 48 inches by 48 inches. 22023 ORHS WELDING CLASSROOM RENOVATIONS FLUID-APPLIED FLOORING OAK RIDGE, TN CONSTRUCTION DOCUMENTS PACKAGE ISSUED: 04 APR 2023 09 76 00 - 2 B. See Section 01 40 00 - Quality Requirements for additional requirements. C. Obtain approval of mock-up by Architect before proceeding with work. D. Approved mock-up may remain as part of the Work. 1.07 DELIVERY, STORAGE, AND HANDLING A. Store resin materials in a dry, secure area. B. Store materials for three days prior to installation in area of installation to achieve temperature stability. 1.08 FIELD CONDITIONS A. Maintain minimum temperature in storage area of 55 degrees F. B. Store materials in area of installation for minimum period of 24 hours prior to installation. C. Maintain ambient temperature required by manufacturer 72 hours prior to, during, and 24 hours after installation of materials. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Fluid-Applied Flooring: 1. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com. 2. PPG Flooring: www.ppgpaints.com/#sle and www.ppgpmc.com/home.aspx/#sle. 3. Sherwin-Williams Company: www.protective.sherwin-williams.com/#sle. 4. Substitutions: See Section 01 60 00 - Product Requirements. 2.02 FLUID-APPLIED FLOORING SYSTEMS A. Fluid-Applied Flooring: Epoxy base coat(s), polyurethane top coat, no aggregate. 1. System Thickness: 40 mils, nominal, dry film thickness (DFT). 2. Texture: Slip resistant. 3. Sheen: Matte. 4. Color: As selected by Architect. 5. Products: a. BASF Construction Chemicals-Building Systems: MasterTop 1213. b. PPG Paints MegeSeal Fluid AppliedFlooring; MegaSeal HSPC High Solids Primer, Clear with MegaSeal SL Self Leveling Epoxy and MegaSeal HPU: www.ppgpaints.com/#sle and www.ppgpmc.com/home.aspx/#sle. c. Sherwin-Williams Company; Armorseal 100% Solids Epoxy/Polyurethane: www.protective.sherwin-williams.com/#sle. d. Substitutions: See Section 01 60 00 - Product Requirements. 2.03 ACCESSORIES A. Base Caps: Zinc with projecting base of 1/8 inch; color as selected by Architect from Manufacturer's full color range. B. Cant Strips: Molded of flooring resin material. C. Subfloor Filler: Type recommended by fluid-applied flooring manufacturer. D. Primer: Type recommended by fluid-applied flooring manufacturer. 22023 ORHS WELDING CLASSROOM RENOVATIONS FLUID-APPLIED FLOORING OAK RIDGE, TN CONSTRUCTION DOCUMENTS PACKAGE ISSUED: 04 APR 2023 09 76 00 - 3 PART 3 EXECUTION 3.01 EXAMINATION A. Verify that subfloor surfaces are smooth and flat within the tolerances specified for that type of work and are ready to receive flooring. B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust-free, and are ready to receive flooring. C. Verify that subfloor surfaces are dust-free and free of substances that could impair bonding of materials to subfloor surfaces. D. Cementitious Subfloor Surfaces: Verify that substrates are ready for fluid-applied flooring installation by testing for moisture and alkalinity (pH). 1. Test as Follows: a. Alkalinity (pH): ASTM F710. b. Internal Relative Humidity: ASTM F2170. c. Moisture Vapor Emission: ASTM F1869. 2. Obtain instructions if test results are not within limits recommended by fluid-applied flooring manufacturer. E. Verify that required floor-mounted utilities are in correct location. 3.02 PREPARATION A. Remove subfloor ridges and bumps. Fill low spots, cracks, joints, holes, and other defects with subfloor filler. B. Prepare concrete surfaces according to ICRI 310.2R. C. Apply, trowel, and float filler to achieve smooth, flat, hard surface. Grind irregularities above the surface level. Prohibit traffic until filler is cured. D. Vacuum clean substrate. E. Apply primer to surfaces required by flooring manufacturer. 3.03 INSTALLATION - ACCESSORIES A. Install cant strips at base of walls where flooring is to be extended up wall as base. B. Install terminating cap strip at top of base; attach securely to wall substrate. 3.04 INSTALLATION - FLOORING A. Apply in accordance with manufacturer's instructions. B. Apply each coat to minimum thickness required by manufacturer. C. Finish to smooth level surface. D. Install flooring in recessed type floor access covers. E. At movable partitions install flooring under partitions without interrupting floor pattern. F. Cove at vertical surfaces. 3.05 FIELD QUALITY CONTROL A. See Section 01 40 00 - Quality Requirements, for additional requirements. 3.06 PROTECTION A. Prohibit traffic on floor finish for 48 hours after installation. B. Barricade area to protect flooring until fully cured. END OF SECTION 1. THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE LICENSED BY THE STATE IN WHICH THE PROJECT IS LOCATED. 2. CONTRACTOR SHALL REVIEW ALL FIELD CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES FROM DIMENSIONS SHOWN, NOTED, OR REQUIRED. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL OBTAIN CLARIFICATION, IN WRITING, FROM THE ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION. 3. THESE DRAWINGS ARE ONE PORTION OF THE CONTRACT DOCUMENTS. AS SUCH, THEY ARE NOT TO BE DIVIDED INTO PARTIAL SETS AND DISTRIBUTED TO DIFFERENT PARTIES/TRADES WITHOUT THE REMAINING PORTIONS OF THE CONTRACT DOCUMENTS. IF PARTIAL SETS ARE DISTRIBUTED BY THE GENERAL CONTRACTOR, THE GENERAL CONTRACTOR SHALL THEN BE RESPONSIBLE FOR ALL COORDINATION AND FOR ANY ADDITIONAL COSTS RELATED TO THE COORDINATION OR ANY REMEDIATION WORK ARISING FROM THE PARTIAL DISTRIBUTION OF THE CONTRACT DOCUMENTS. THIS PAYMENT SHALL OCCUR AT NO ADDITIONAL COSTS TO THE OWNER, ARCHITECT, OR ANY OF THEIR EMPLOYEES OR CONSULTANTS. 4. THE CONTRACTOR SHALL ENSURE ALL WORK DEVELOPED WITHIN THE SCOPE OF WORK SHOWN IN THE DOCUMENTS IS IN CONFORMANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES. WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CODES LISTED IN THE DRAWINGS. IN THE EVENT OF ANY DISCREPANCIES BETWEEN AGENCY REQUIREMENTS, THE CONTRACTOR SHALL OBSERVE THE MOST STRINGENT AND/OR DISCUSS WITH THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, LICENSES, AND APPROVALS PRIOR TO COMMENCING ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMIT AND APPROVAL FEES UNLESS SPECIFICALLY EXCLUDED IN OTHER PARTS OF THE CONTRACT DOCUMENTS. GIVE ALL NECESSARY NOTICES AND PAY COSTS OF ALL INCIDENTAL FEES, INCLUDING THE CERTIFICATE OF OCCUPANCY. 6. THE CONTRACTOR SHALL MAINTAIN ADEQUATE PROTECTION OF EXISTING FACILITIES AND ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER’S PROPERTY, ADJACENT PROPERTY, AND PUBLIC PROPERTY FROM DAMAGES. THE CONTRACTOR SHALL MAKE GOOD ANY SUCH DAMAGES OR INJURY AT NO COST TO THE OWNER, ARCHITECT, AND CONSULTANT AND ASSUMES AND BEARS ALL RISKS OF DAMAGES TO OR FAILURE OF THE WORK DURING CONSTRUCTION. 7. UNLESS OTHERWISE NOTED, ALL MATERIALS FURNISHED AND INCORPORATED INTO THE WORK SHALL BE NEW, UNUSED, AND OF QUALITY STANDARD TO THE INDUSTRY. INSTALL MATERIALS TO THE MANUFACTURER’S RECOMMENDATIONS AND BEST STANDARDS OF CORRESPONDING TRADES. 8. THE CONTRACTOR SHALL MAKE REQUIRED ADJUSTMENTS TO CONNECTIONS TO EXISTING BUILDING SYSTEM COMPONENTS AS REQUIRED BY ACTUAL FIELD CONDITIONS AND TO NO COST TO THE OWNER OR DESIGN PROFESSIONALS. 9. THE CONTRACTOR IS TO OBTAIN AND PROVIDE SHOP DRAWINGS AND OR MATERIAL SAMPLES OF BUILDING COMPONENTS AS OUTLINED WITHIN THE SPECIFICATIONS FOR OWNER AND ARCHITECT APPROVAL. THE CONTRACTOR SHALL ALLOW ADEQUATE TIME FOR SUCH REVIEW (2 WEEKS) OR AS OUTLINED IN THE SPECIFICATIONS AND WILL HOLD THE OWNER AND ARCHITECT HARMLESS FOR DELAYS RELATED TO THE REVIEW AND DELIVERY TIMING PROCESS. ALL WORK SHALL COMPLY WITH THE CONSTRUCTION INDUSTRY STANDARDS OF PRACTICES AS SET FORTH IN THE BUILDING CODES, MANUFACTURER’S GUIDELINES, AND HANDBOOKS FOR STANDARDS OF PRACTICE. 10. ACCESS TO THE SITE AND ALL WORK AND DELIVERIES WITHIN OR ADJACENT TO EXISTING FACILITIES IS TO BE COORDINATED WITH THE OWNER. THE CONTRACTOR IS TO MEET WITH THE OWNER AND THE ARCHITECT PRIOR TO STARTING CONSTRUCTION AS DESCRIBED WITHIN THE SPECIFICATIONS. THE CONTRACTOR WILL PRESENT, TO THE OWNER AND THE ARCHITECT, THE BUILDING PERMIT AND INSURANCE CERTIFICATES PRIOR TO STARTING CONSTRUCTION. 11. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY TOOLS, LABOR, EQUIPMENT, MATERIALS, AND OTHER REQUIRED SUPPLIES AND SERVICES TO COMPLETE THE WORK IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITIES. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL OPERATIONS ARE CARRIED OUT IN CONFORMANCE WITH ALL APPLICABLE STATE AND FEDERAL CODES, STATUTES AND REGULATIONS CONCERNING, BUT NOT LIMITED TO, THE PROTECTION OF LIFE AND PROPERTY. 12. GENERAL CONTRACTOR SHALL COORDINATE AND MANAGE ALL TRADES AND ASPECTS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. 13. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF PLANS IN GOOD CONDITION TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET OF PLANS SHALL BE RETURNED TO THE OWNER AS PART OF THE REQUIRED CLOSE-OUT PACKAGE. 14. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE GENERAL CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR CONDITION AT THE JOB SITE INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THE REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL INCLUDE, BUT NOT BE LIMITED TO, MAINTAINING ALL BARRICADES, WARNING SIGNS, FLASHING LIGHTS, AND TRAFFIC CONTROL DEVICES DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND SAFETY REQUIREMENTS. 15. THE CONTRACTOR SHALL KEEP THE PROJECT WORK IN A CLEAN AND ORDERLY FASHION AT ALL TIMES DURING CONSTRUCTION, LEAVE ALL WORK AREAS AND FINISHED SPACES “BROOM CLEAN” DAILY. 16. ALL RATED ASSEMBLIES MUST BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE TESTING AGENCY NOTED IN THE CONTRACT DOCUMENTS. ALL ASSEMBLIES SHALL BE INSTALLED AND COORDINATED WITH ALL DISCIPLINES AS OUTLINED IN THE APPLICABLE TESTING AGENCY DETAILS AS CALLED OUT IN THE LIFE SAFETY DESIGN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OWNER’S REPRESENTATIVE BEFORE CONTINUING CONSTRUCTION. 17. ALL FIRE-RATED ASSEMBLIES NEED TO BE CONTINUOUS BETWEEN SPACES. ASSEMBLY AND INSTALLATION OF ALL SPECIFIED COMPONENTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTION AND INDUSTRY STANDARDS. 18. FIREPROOFING, SEALANTS, AND DAMPERS MAY NOT BE SHOWN ON SOME DRAWINGS FOR CLARITY. ALL PENETRATIONS THROUGH NEW OR EXISTING WALLS SHALL BE MADE CLEANLY AND SEALED AS REQUIRED TO MEET THE FIRE, SMOKE OR SOUND RATING REQUIREMENTS AS OUTLINED WITHIN THE DRAWINGS AND SPECIFICATIONS. 19. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING (2X6 NOM. OR 16 GA STEEL PLATE UNLESS NOTED OTHERWISE), FOR ALL WALL MOUNTED RAILINGS, MILLWORK, SHELVES, EQUIPMENT, COAT RODS, ETC.). PROVIDE GROUNDS FOR ALL ACCESSORIES, EQUIPMENT, AND DEVICES SPECIFIED UNDER THE CONTRACT AND AS INDICATED FOR INSTALLATION OF EQUIPMENT BY OTHERS OR DEFINED AS TO BE PROVIDED BY THE OWNER. 20. ALL DIMENSIONS ON THE FLOOR PLAN ARE FROM FACE OF STUD, FACE OF MASONRY, OR FACE OF CONCRETE UNLESS NOTED OTHERWISE. 21. DIMENSIONS NOTED AS “CLEAR” SHALL BE FROM FINISHED MATERIAL FACE TO FINISHED MATERIAL FACE. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS. 22. TYPICAL DOORS SHALL BE LOCATED 4” FROM NEAREST FINISHED FACE OF WALL OR FINISHED CORNER TO OUTSIDE FACE OF JAMB UNLESS NOTED OTHERWISE. 23. INTERIOR PARTITION AND CEILING MOVEMENT CONTROL: A. VERTICAL CONTROL JOINTS FOR ANY GWB WALL LENGTH ARE TO OCCUR AT NO MORE THAN 30’-0” O.C. (900 SQ. FT. MAX) IN THE HORIZONTAL DIRECTION UNLESS NOTED OTHERWISE. PROVIDE SHOP DRAWING, SHOWING LOCATION FOR ARCHITECT APPROVAL. B. HORIZONTAL CONTROL JOINTS FOR ANY GWC CEILINGS ARE TO OCCUR AT NO MORE THAN 30’-0” O.C. (900 SQ. FT. MAX) IN THE HORIZONTAL DIRECTION UNLESS NOTED OTHERWISE. PROVIDE SHOP DRAWING SHOWING LOCATION FOR ARCHITECT APPROVAL. C. THE TYPICAL MOVEMENT OF THE STRUCTURE DUE TO DEFLECTION AT THE HEAD OF THE WALL CONSTRUCTION RUNNING TO THE UNDERSIDE OF THE STRUCTURE SHALL BE PLUS OR MINUS 1⁄2" 24. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS, AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL : A. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR -CEILING, OR ATTIC SPACE. B. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND C. INCLUDE LETTERING NOT LESS THAN 3 INCH IN HEIGHT WITH A MINIMUM 3/8" STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORKING. "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING. GENERAL NOTES 28. ALL FIRE-RATED ASSEMBLIES NEED TO BE CONTINUOUS BETWEEN SPACES AND EXTEND TO THE UNDERSIDE OF THE STRUCTURAL DECK AND BE SEALED TIGHTLY WITH NON-COMBUSTIBLE SEALANT. REFER TO INTERIOR WALL TYPE LEGEND FOR TYPICAL WALL TYPES FOR TYPICAL WALL TYPES AND FIRE RATINGS. ALL WALL TYPES SHALL CONFORM TO THE PARTITION LEGEND UNLESS INDICATED OTHERWISE ON FLOOR PLANS, ENLARGED PLANS OR DETAILS. 29. ALL PENETRATIONS OF FIRE RATED WALLS, FLOORS/CEILING ASSEMBLIES, AND ROOF/CEILING ASSEMBLIES BY ELECTRICAL CABLES, CABLE TRAY, ELECTRICAL CONDUIT, MECHANICAL PIPING, PLUMBING PIPING SHALL BE PROTECTED BY THROUGH-PENETRATIONS FIRESTOP SYSTEMS AS TESTED BY RECOGNIZED TESTING LABORATORIES IN ACCORDANCE WITH (ASTM E 814) UL 1479 “FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS”. VERIFY THAT EXISTING PENETRATION IN RATED WALLS MEET REQUIREMENTS. 30. WHERE A DETAIL IS SHOWN OR NOTE IS DESCRIBED FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY NOTED ON THE DRAWINGS. 31. CONTRACTOR SHALL VERIFY AND MAINTAIN ALL THE REQUIRED CLEARANCES AROUND INSTALLED EQUIPMENT. 32. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL MECHANICAL, PLUMBING, AND ELECTRICAL PORTIONS OF THE WORK THE LOCATIONS OF ALL PIPING, DUCTWORK, TRENCHES, SLEEVES, SPECIAL BOLTING FOR EQUIPMENT, CONDUITS, ETC. PIPE SLEEVES, FRAMED OPENINGS, AND ANY MISC. OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS. THESE OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE ARCHITECT DETAILS AS REFERENCED ON THE DRAWINGS. 33. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF EQUIPMENT. PROVIDE A CONCRETE HOUSEKEEPING PAD A MINIMUM 4” THICK AND REINFORCED WITH WELDED WIRE FABRIC TO EXTEND A MINIMUM OF 6” BEYOND THE DIMENSIONS OF THE EQUIPMENT FOR ALL EQUIPMENT SHOWN. PRE-MANUFACTURED PADS MAY ALSO BE USED FOR EQUIPMENT SMALLER THAN 4’X4’ AND WEIGHING LESS THAN 250LBS. 34. ALL WOOD TRIM TO BE MITERED AT INTERSECTIONS AND FREE FROM VISIBLE DEFECTS. SET ALL NAIL HEADS AND FILL WITH APPROPRIATE FILLER AND SAND SMOOTH BEFORE PAINTING AND FINISHING. 35. ALL FASTENERS AND ATTACHMENTS SHALL BE FULLY CONCEALED FROM VIEW, AND SHALL BE NON-CORROSIVE SUITABLE FOR THE MATERIAL INVOLVED. FASTENERS CAUSING STAINS OR DISCOLORATION OF FINISHED SURFACE WILL BE CAUSE FOR REPLACEMENT AT NO COST TO THE OWNER. 36. DIMENSIONED OPENINGS IN MASONRY WALLS ARE TO BE CONSIDERED MASONRY OPENINGS UNLESS NOTED OTHERWISE. 37. DIMENSIONED OPENINGS IN STUD WALLS ARE TO BE CONSIDERED ROUGH OPENINGS (OUTSIDE OF FRAME TO OUTSIDE OF FRAME), UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DETAILS AND SCHEDULED OPENING SIZES. 38. COLUMN LINE DIMENSIONS ARE TO THE CENTERLINE OF STRUCTURAL STEEL UNLESS NOTED OTHERWISE. 39. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANTIC CORROSION. 40. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS INDICATED 41. PROVIDED EXPANSION AND CONTROL JOINTS INSTALL WORK AS PER PRODUCT MANUFACTURE’S STANDARDS. 24. THE CONTRACTOR, HIS SUBCONTRACTORS, AND ALL OTHER PROVIDING WORK OR MATERIALS SHALL PROVIDE AND MAINTAIN COMPLETE WORKMAN’S COMPENSATION, BUILDERS RISK INSURANCE, AND OTHER NECESSARY INSURANCE, PROVIDE CERTIFICATES TO ARCHITECT PRIOR TO COMMENCING WORK. DESIGN ADEQUATE AND SAFELY ERECT BRACING, SHORING, TEMPORARY SUPPORT, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 25. THE CONTRACTOR’S PRICES SHALL INCLUDE ALL STATE AND LOCAL TAXES, DELIVERY, AND INSTALLATION COST. THE CONTRACTOR WILL PROVIDE ALL NECESSARY MEASURES TO PROTECT THE WORKERS AND FACILITY OCCUPANTS DURING THE CONSTRUCTION PROCESS. 26. THESE CONSTRUCTION DOCUMENTS INDICATE MATERIALS AND METHODS OF CONSTRUCTION TO SET STANDARDS OF QUALITY AND/OR PERFORMANCE. OTHER MATERIALS AND/OR METHODS SHALL BE CONSIDERED FOR ACCEPTANCE BY THE ARCHITECT ONLY AFTER THE SUCCESSFUL BIDDER IS SELECTED. SUBSTITUTION MUST OFFER A FINANCIAL SAVINGS TO THE PROJECT AND SUBSTITUTION DOES NOT AFFECT THE VISIBLE APPEARANCE INDICATED IN ANY WAY WHATSOEVER. 27. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ALL PORTIONS OF THE WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL COMPLETION. ACCEPTANCE BY THE OWNER AND SHALL REPAIR OR REPLACE ALL WORK WHICH BECOMES DEFECTIVE, AT NO EXPENSE TO THE OWNER. WALL RATING LEGEND NR - NOT RATED REFER TO G100 FOR WALL PARTITION TYPES AND ASSEMBLY WALL PARTITION -MASONRY- NR EXISTING 2 HOUR RATED WALL EXISTING SMOKE PARTITION PROJECT NO. DWG NO. C o p e A ss o c ia te s, I n c . 2 6 0 7 K in g st o n P ik e , S u it e 5 K n o x v ill e , Te n n e ss e e 3 7 9 1 9 te l: 8 6 5 .6 9 4 .9 0 0 0 w w w .c o p e a rc h it e c tu re .c o m DATE: FULL SHEET SIZE: 24"X36" This drawing is the property of COPE ASSOCIATES, INC and is not to be reproduced without prior written authorization. This drawing is intended to be used only for the project and site specifically identified. All design information are the copyright of COPE ASSOCIATES, INC. © 2023 \ \ c o p e -f ile \ h o m e \ tv in o d \ M y D o c u m e n ts \ R v t2 0 2 2 \ 2 2 0 2 3 _ O R H S _ W E LD IN G _ R e v it 2 2 _ tv in o d .r v t 4 /5 /2 0 2 3 1 2 :5 4 :2 4 P M 22023 G E N E R A L G100 1 4 5 0 O A K R ID G E T U R N P IK E O A K R ID G E , TE N N E S S E E 3 7 8 3 0 02-27-202302-27-2023 1 REVISIONS NO. DATE DESCRIPTION 1 03-31-23 ADDENDUM 1 tvinod Snapshot pludman Snapshot UP UP WALL RATING LEGEND NR - NOT RATED REFER TO G100 FOR WALL PARTITION TYPES AND ASSEMBLY WALL PARTITION -MASONRY- NR EXISTING 2 HOUR RATED WALL EXISTING SMOKE PARTITION N P Q R 27 19 20 21 22 23 24 25 26 MK EXISTING BUILDING SIDEWALK SIDEWALK ASPHALT DRIVEWAY 1 1 2 4 3 5 1 2 10 1 1 1 2 1 4 TYP. TYP. TYP. TYP. 5 6 7 5 2 8 7 TYP. TYP. TYP. A101 2 9 1. THE CONTRACTOR IS RESPONSIBLE FOR THE SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. 2. DEMOLITION NOTES PERTAIN TO THE GENERAL SCOPE OF WORK AND ARE TO BE CONSIDERED AS PERTAINING TO ALL CONDITIONS SIMILAR TO THOSE INDICATED. WHETHER SPECIFICALLY IDENTIFIED OR NOT. 3. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL CONSTRUCTION IS PROPERLY BRACED DURING DEMOLITION AND RENOVATION. IF DURING DEMOLITION, CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE THE INTEGRITY OF THE STRUCTURE OR PRECLUDE FOLLOWING THE DESIGN INTENT; CONTRACTOR IS TO NOTIFY THE ARCHITECT IMMEDIATELY. 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS OF CONSTRUCTION OR DEMOLITION AND COORDINATION OF THE SAME INCLUDING: GENERAL CONSTRUCTION, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING UNLESS NOTED OTHERWISE. 5. ALL DEMOLITION, CUTTING AND PATCHING SHALL BE DONE TO MAINTAIN THE INTEGRITY OF EXISTING STRUCTURE AND IS TO PROVIDE A SMOOTH FINISHED APPEARANCE WHEN COMPLETED. 6. CONTRACTOR IS RESPONSIBLE FOR PATCHING AND REPAIRING ALL AREAS OF EXISTING SURFACES DAMAGED BY DEMOLITION TO MATCH ADJACENT CONSTRUCTION UNLESS OTHERWISE SHOWN TO BE DEMOLISHED. 7. THE CONTRACTOR SHALL COORDINATE INTERRUPTION OR DISCONNECTION OF UTILITIES WITH APPROPRIATE AGENCIES AND AUTHORITIES. NOTIFY OWNER 48 HOURS IN ADVANCE OF SCHEDULED INTERRUPTIONS. 8. ALL PENETRATIONS, NEW OR EXISTING, IN EXISTING RATED WALLS TO BE REPAIRED WITH CODE APPROVED MATERIAL OF EQUAL OR GREATER FIRE RESISTANCE. 9. THE CONTRACTOR SHALL CAREFULLY REMOVE EXISTING EQUIPMENT, FURNISHINGS, FINISHES, ETC. AND PROPERLY STORE THESE ITEMS FOR THE OWNER TO REUSE OR SALVAGE AS NOTED ON THE PLANS. ALL SALVAGED MATERIALS PROPERTY OF THE OWNER UNLESS NOTED OTHERWISE. 10. CUT, PATCH, AND REPAIR ALL DAMAGED WALLS, FLOORS AND CEILINGS AS REQUIRED TO RECEIVE NEW FINISHES OR UTILITIES. REPLACE EXISTING DAMAGED FINISHES WITH NEW FINISHES OR REFINISH ENTIRE AREA OF CONCERN WITH NEW. (SEE NEW CONSTRUCTION/FINISH PLANS AS NEEDED) 11. ALL AREAS TO RECEIVE NEW CONSTRUCTION ARE TO BE STRIPPED OF EXISTING FINISHES AND PROPERLY PREPARED TO RECEIVE THE NEW CONSTRUCTION WITH PROPER BOND. 12. ALL UNUSED AND ABANDONED DUCTING, PIPING, CONDUIT, WIRING, ETC. IS TO BE REMOVED IN ITS ENTIRETY. CAP BELOW TOP OF SLAB AND PATCH CONCRETE AS REQUIRED. COORDINATE CONCRETE FINISH WITH FINISH SCHEDULE. 13. DEMOLITION WORK SHALL BE COORDINATED WITH ALL SUBCONTRACTORS TO ENSURE UNINTERRUPTED PROGRESS OF NEW CONSTRUCTION WORK. 14. ALL WALLS INDICATED TO BE DEMOLISHED SHALL BE REMOVED FULL HEIGHT UNLESS NOTED OTHERWISE AFTER REMOVAL. FLOORS, CEILINGS AND ADJACENT WALLS SHALL BE REPAIRED AND FINISHED TO MATCH EXISTING. 15. SEE NEW CONSTRUCTION PLAN FOR OTHER NOTES AND DIMENSIONS. 16. REMOVE ALL EXISTING SUSPENDED GRID CEILING TILES AND LIGHTS (INCLUDING EXIT LIGHT AND EMERGENCY LIGHTS) TO EXTENT SHOWN ON REFLECTED CEILING PLAN. 17. COORDINATE WITH OWNER TO REMOVE ALL SIGNAGE THAT THEY WISH TO SALVAGE WITHIN CONSTRUCTION LIMITS; OTHERWISE REMOVE REMAINING SIGNAGE. GENERAL DEMOLITION NOTES DEMOLITION PLAN KEY NOTES NPQR REFER 2/A101 FOR DIMENSIONS REFER 2/A201 FOR DIMENSIONS OVERHEAD DOOR TO BE REMOVED , SALVAGED AND REINSTALLED PROJECT NO. DWG NO. C o p e A ss o c ia te s, I n c . 2 6 0 7 K in g st o n P ik e , S u it e 5 K n o x v ill e , Te n n e ss e e 3 7 9 1 9 te l: 8 6 5 .6 9 4 .9 0 0 0 w w w .c o p e a rc h it e c tu re .c o m DATE: Key Plan FULL SHEET SIZE: 24"X36" This drawing is the property of COPE ASSOCIATES, INC and is not to be reproduced without prior written authorization. This drawing is intended to be used only for the project and site specifically identified. All design information are the copyright of COPE ASSOCIATES, INC. © 2023 \ \ c o p e -f ile \ h o m e \ tv in o d \ M y D o c u m e n ts \ R v t2 0 2 2 \ 2 2 0 2 3 _ O R H S _ W E LD IN G _ R e v it 2 2 _ tv in o d .r v t 4 /5 /2 0 2 3 1 2 :5 6 :4 6 P M 22023 D E M O L IT IO N F L O O R P L A N AD101 1 4 5 0 O A K R ID G E T U R N P IK E O A K R ID G E , TE N N E S S E E 3 7 8 3 0 02-27-202302-27-2023 TRUE NORTH PROJECT NORTH 1/8" = 1'-0"AD101 1 DEMOLITION FLOOR PLAN 1/8" = 1'-0"AD101 2 EXTERIOR ELEVATION - DEMOLITION 1. REMOVE CMU WALL AND ALL COMPONENTS TO FINISH FLOOR OR WALL SURFACE AND GRIND SLAB SMOOTH. DRILL ANY EXPOSED REINFORCING REMAINING FROM CMU WALL BELOW FINISHED SURFACE BY 1" MINIMUM AND PATCHED. 2. REMOVE DOOR AND ALL CONNECTED COMPONENTS OF HOLLOW METAL FRAME COMPLETELY. 3. REMOVE AND REINSTALL OVERHEAD COILING DOOR, FRAME AND ALL COMPONENTS. 4. REMOVE BRICK VENEER AND CMU WALL IN PREPARATION FOR INSTALLATION OF EXISTING OVERHEAD COILING DOOR. COORDINATE DIMENSIONS FOR REMOVAL WITH REQUIREMENTS FOR REINSTALLED OVERHEAD COILING DOOR. 5. REMOVE GYPSUM BOARD FROM CONCRETE COLUMNS COMPLETELY FROM SLAB TO DECK. 6. REMOVE VCT FLOORING TO EXISTING SLAB AND REMOVE ALL REMAINING ADHESIVE COMPLETELY. 7. REMOVE ACOUSTICAL TILE CEILING OR GYPSUM BOARD CEILING, LIGHT FIXTURES, DUCTWORK, DIFFUSERS, GRILLES, SUSPENSION GRID, FRAMING AND ALL OTHER ASSOCIATED COMPONENTS. COORDINATE LIGHTING AND POWER CIRCUITRY WITH ELECTRICAL PLANS. 8. REMOVE AND SALVAGE MILLWORK AND COORDINATE WITH OWNER. 9. REMOVE HOLLOW METAL DOOR AND SALVAGE HARDWARE. FRAME IS TO REMAIN. 10. REMOVE AND REINSTALL HOLLOW METAL DOOR , FRAME AND HARDWARE. 1 1 REVISIONS NO. DATE DESCRIPTION 1 03-31-23 ADDENDUM 1 tvinod Snapshot pludman Snapshot UP UP N P Q R 27 19 20 21 22 23 24 25 26 M EXISTING BUILDING SIDEWALK SIDEWALK EXISTING BUILDING SIDEWALK ASPHALT DRIVEWAY S U P P LY R O O M PROPOSED LOCATION - COMPRESSOR WELDING LAB 1 '- 1 3 /4 " 10" WELDING BOOTHS / EQUIPMENT & ARMS TO BE PROVIDED BY OTHERS O.F.O.I. 100B 100A B AD101 2 SELF CONTAINED FILTRATION GRINDER STATION A101 2 4'-4" 2'-4" 8'-0" A 1 1 1 32 NEW FLOORING 4 6 NEW DOOR 5 7 WALL RATING LEGEND NR - NOT RATED REFER TO G100 FOR WALL PARTITION TYPES AND ASSEMBLY WALL PARTITION -MASONRY- NR EXISTING 2 HOUR RATED WALL EXISTING SMOKE PARTITION 1 '- 6 " 2'-10" 9 '- 4 " 100B 2'-10" 1 '- 8 " 9 '- 4 " 2'-6" 2'-6" 2 '- 6 " TOOTH IN NEW BRICK VENEER TO MATCH EXISTING TOOTH IN NEW BRICK VENEER TO MATCH EXISTING 2 '- 0 " 5 '- 4 " 4 '- 8 " 11 11 2 A300 3 A300 4 A300 5 A101 5 A101 1 1 1. WELDING LAB TO RECEIVE FLUID - APPLIED FLOORING PER SPECIFICATION SECTION 09 67 00. 2. PAINT TYPE 1 (PT-1): APPLY TO ALL EXPOSED WALLS, HOLLOW METAL DOORS AND FRAMES UP TO 9'-0" ABOVE FINISH FLOOR. 3. PAINT TYPE 2(PT-2): APPLY ABOVE 9'-0" ABOVE FINISH FLOOR TO ALL EXPOSED WALLS AND TO ALL EXPOSED STRUCTURE, CONDUITS AND PIPING UNLESS NOTED OTHERWISE. 4. PAINT TYPE 3(PT-3): MATCH EXISTING PAINT AND APPLY TO DECK ON WALLS AS NOTED. 5. NEW HOLLOW METAL EXTERIOR DOOR TO BE INSTALLED IN EXISTING FRAME WITH SALVAGED HARDWARE. 6. REINSTALL SALVAGE DOOR AND FRAME WITH EXPANSION ANCHORS. 7. TERMINATE NEW FLOORING AT TRANSISTION STRIP. DRAWING NOTES # 8" CMU WALL WITH REINFORCEMENT 1'-2" BRICK TO MATCH EXISTING NON - SHRINK GROUT FLASHING BEYOND N E W E X IS TI N G WEEP AT 4' O.C. HOLLOW METAL FRAME GROUT SOLID DOOR AS SCHEDULED CAULK BOTH SIDES (TYP) CMU LINTEL EQ. 5 3/4" EQ. 4 " 5 /8 " HOLLOW METAL FRAME, GROUT SOLID CAULK BOTH SIDES ( TYP) JAMB ANCHORS 2 " EQ 5 3/4" EQ 5 /8 " 8" CMU DOOR AS SCHEDULED BASE AND FLOORING AS SCHEDULED B 8" REINFORCED CMU WALL UL905 8" GROUT FILLED CMU BASE AND FLOORING AS SCHEDULED A 7'-2" EXISTING WALL 2 - HOUR RATED INFILL WALL - UL U906 PROJECT NO. DWG NO. C o p e A ss o c ia te s, I n c . 2 6 0 7 K in g st o n P ik e , S u it e 5 K n o x v ill e , Te n n e ss e e 3 7 9 1 9 te l: 8 6 5 .6 9 4 .9 0 0 0 w w w .c o p e a rc h it e c tu re .c o m DATE: Key Plan FULL SHEET SIZE: 24"X36" This drawing is the property of COPE ASSOCIATES, INC and is not to be reproduced without prior written authorization. This drawing is intended to be used only for the project and site specifically identified. All design information are the copyright of COPE ASSOCIATES, INC. © 2023 \ \ c o p e -f ile \ h o m e \ tv in o d \ M y D o c u m e n ts \ R v t2 0 2 2 \ 2 2 0 2 3 _ O R H S _ W E LD IN G _ R e v it 2 2 _ tv in o d .r v t 4 /5 /2 0 2 3 1 2 :5 4 :2 2 P M 22023 N E W C O N S TR U C TI O N A101 1 4 5 0 O A K R ID G E T U R N P IK E O A K R ID G E , TE N N E S S E E 3 7 8 3 0 02-27-202302-27-2023 PROJECT NORTH TRUE NORTH 1/8" = 1'-0"A101 1 FLOOR PLAN 1/4" = 1'-0"A101 2 EXTERIOR ELEVATION 1 1 1/2" = 1'-0"A101 5 INFILL DETAIL AT SILL 3" = 1'-0"A101 4 HM DOOR - HEAD 8" CMU 3" = 1'-0"A101 3 HM DOOR - JAMB 8" CMU 1/2" = 1'-0"A101 6 WALL TYPE B 1/2" = 1'-0"A101 7 WALL TYPE A PROJECT NO. DWG NO. C o p e A ss o c ia te s, I n c . 2 6 0 7 K in g st o n P ik e , S u it e 5 K n o x v ill e , Te n n e ss e e 3 7 9 1 9 te l: 8 6 5 .6 9 4 .9 0 0 0 w w w .c o p e a rc h it e c tu re .c o m DATE: Key Plan FULL SHEET SIZE: 24"X36" This drawing is the property of COPE ASSOCIATES, INC and is not to be reproduced without prior written authorization. This drawing is intended to be used only for the project and site specifically identified. All design information are the copyright of COPE ASSOCIATES, INC. © 2023 \ \ c o p e -f ile \ h o m e \ tv in o d \ M y D o c u m e n ts \ R v t2 0 2 2 \ 2 2 0 2 3 _ O R H S _ W E LD IN G _ R e v it 2 2 _ tv in o d .r v t 4 /5 /2 0 2 3 1 2 :5 4 :2 2 P M 22023 N E W C O N S TR U C TI O N A101 1 4 5 0 O A K R ID G E T U R N P IK E O A K R ID G E , TE N N E S S E E 3 7 8 3 0 02-27-202302-27-2023 REVISIONS NO. DATE DESCRIPTION 1 03-31-23 ADDENDUM 1 REVISIONS NO. DATE DESCRIPTION 1 03-31-23 ADDENDUM 1 1 tvinod Snapshot pludman Snapshot N P Q R 27 19 20 21 22 23 24 25 26 MK REMOVE LAY-IN LIGHT FIXTURES AND REPLACE WITH PF-FIXTURES AD101 2 P THE APPROX. LOCATION TO BE VERIFIED BY THE CONTRACTOR THE APPROX. LOCATION TO BE VERIFIED BY THE CONTRACTOR 2 '- 2 " 1 0 '- 0 " 1 0 '- 0 " 1 0 '- 0 " 1 0 '- 0 " 1 0 '- 0 " 1 0 '- 0 " 1 0 '- 0 " 8 '- 5 9 /1 6 " 8'-8 9/16" 11'-0" 13'-0" 11'-0" 8'-7 5/8" A101 2 1 1'-2" 9 '- 6 " 1 0 '- 0 " 4'-5" 11'-0" 1. LIGHT FIXTURES DIFFUSERS, GRILLES, AND OTHER EQUIPMENT ARE LOCATED ON THE REFLECTED CEILING PLAN. IF LOCATIONS CONFLICT WITH STRUCTURAL COMPONENTS, THE CONTRACTOR SHALL CONSULT THE ARCHITECT PRIOR TO REVISING DIMENSIONS. 2. LIGHT FIXTURES, FIRE & ALARM DEVICES, AND OTHER CEILING ELEMENTS ARE TO BE CENTERED IN GYPSUM CEILING, PANEL OR SOFFIT UNLESS NOTED OTHERWISE. 3. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR EXACT SIZES AND SPECIFICATIONS OF LIGHT FIXTURES DIFFUSERS, GRILLES, AND OTHER EQUIPMENT. 4. CENTER ALL SURFACE MOUNTED LIGHT FIXTURES IN ROOMS WITH HARD CEILINGS IN CLEAR DIMENSION OF EACH DIRECTION U.N.O. 5. FIELD COORDINATE PLENUM SPACE AS REQUIRED AND NOTIFY ARCHITECT OF VARIATION. 6. CENTER EXIT SIGNS OVER DOOR FRAMES U.N.O. CEILING NOTES REFLECTED CEILING PLAN LEGEND 2X2 LED FIXTURE 8" RECESSED CAN LIGHT HVAC SUPPLY DIFFUSER HVAC R/A GRILL EXHAUST FAN 2X4 LED FIXTURE COMBINATION EXIT LIGHT AND EMERGENCY LIGHT EMERGENCY LIGHT UNIT SPRINKLER HEAD S SMOKE DETECTOR EXTERIOR WALL MOUNTED LIGHT FIXTURE OS OCCUPANCY SENSOR CEILING MOUNTED WALL MOUNTED EGRESS EXIT LIGHTS, CHEVRONS INDICATE TRAVEL DIRECTION 1X4 CEILING LIGHT EXISTING MASONARY WALL WEATHERSTRIPPING ROLLING CURTAIN DOOR GUIDE - SECURE TO CMU IN ACCORDING TO MFR SPECS SEE DOOR SCHEDULE OPENING WIDTH CMU BOND BEAM AS REQUIRED FOR SPAN NEW 8" CMU WITH DAMPPROOFING APPLIED OVERHEAD COILING DOOR HOUSING SECURELY ANCHOR TO WALL PER MANUFACTURERS SPECS OVERHEAD COILING DOOR TRACK BEYOND REINSTALLEDOVERHEAD COILING DOOR WEATHERSTRIPPING BY DOOR MFR 1/4" BENT PLATE JAMB N E W E X IS TI N G 1'-2" CONT. FLASHING WITH W/WEEPS @ 4'-0" O.C. MAX. 8" 1 /2 " 1'-2" 6" 2" COORDINATE DIMENSION W/ EXISTING DOOR CONDITION 6" PROVIDE #4 REBAR CONT. NEW COMPRESSIBLE FILL W/ TRAFFIC SEALANT PROVIDE #4 REBAR TIED TO SLAB DOWELS, TYP. NEW BRICK BEYOND REINSTALLED OVD. COILING DOOR ASSEMBLY 1" X 1" EMBEDDED GALV. STEEL ANGLE W/ HEADED STUDS 1/2" DIA X 12" LONG DOWELS DRILLED AND ANCHORED TO SLAB W/ ADHESIVE @ 12" O.C. EXISTING SLAB TO REMAIN PROVIDE 10 MIL MIN. VAPOR BARRIER AND SEAM / LAP W/EXIST. EXISTING GRAVEL FILL. ENSURE COMPACTION PRIOR TO INSTALLATION OF SLAB. 1 1 /2 " 1 % MIN PROJECT NO. DWG NO. C o p e A ss o c ia te s, I n c . 2 6 0 7 K in g st o n P ik e , S u it e 5 K n o x v ill e , Te n n e ss e e 3 7 9 1 9 te l: 8 6 5 .6 9 4 .9 0 0 0 w w w .c o p e a rc h it e c tu re .c o m DATE: Key Plan FULL SHEET SIZE: 24"X36" This drawing is the property of COPE ASSOCIATES, INC and is not to be reproduced without prior written authorization. This drawing is intended to be used only for the project and site specifically identified. All design information are the copyright of COPE ASSOCIATES, INC. © 2023 \ \ c o p e -f ile \ h o m e \ tv in o d \ M y D o c u m e n ts \ R v t2 0 2 2 \ 2 2 0 2 3 _ O R H S _ W E LD IN G _ R e v it 2 2 _ tv in o d .r v t 4 /5 /2 0 2 3 2 :5 5 :3 0 P M 22023 R E F L E C TE D C E IL IN G P L A N A300 1 4 5 0 O A K R ID G E T U R N P IK E O A K R ID G E , TE N N E S S E E 3 7 8 3 0 02-27-202302-27-2023 1/8" = 1'-0"A300 1 REFLECTED CEILING PLAN 1 1/2" = 1'-0"A300 3 COIL DOOR JAMB 1 1/2" = 1'-0"A300 4 COIL DOOR HEAD 1 1/2" = 1'-0"A300 2 EXISTING DOOR INFILL SILL DETAIL REVISIONS NO. DATE DESCRIPTION 1 03-31-23 ADDENDUM 1 1 1 tvinod Snapshot pludman Snapshot pludman Snapshot PROJECT NO. DWG NO. DATE: FULL SHEET SIZE: 24"X36" This drawing is the property of COPE ASSOCIATES, INC and is not to be reproduced without prior written authorization. This drawing is intended to be used only for the project and site specifically identified. All design information are the copyright of COPE ASSOCIATES, INC. © 2020 1/ 6/ 20 23 1 1: 37 :3 6 A M 22023 REVISIONS NO. DATE DESCRIPTION Vreeland Engineers Inc. 1 03-29-23 ADDENDUM 1 02-27-2023 14 50 O A K RI D G E TU RN P IK E O A K RI D G E, T EN N ES SE E 37 83 0 C op e A ss oc ia te s, In c. 26 07 K in g st on P ik e, S ui te 5 Kn ox vi lle , T en ne ss ee 3 79 19 t e l : 8 6 5 . 6 9 4 . 9 0 0 0 w w w . c o p e a r c h i t e c t u r e . c o m 14 50 O A K RI D G E TU RN P IK E O A K RI D G E, T EN N ES SE E 37 83 0 UP UP FL O O R PL A N - LI G H TI N G E101 WALL RATING LEGEND EXISTING 1 HOUR RATED WALL EXISTING SMOKE PARTITION Key PlanKey Plan tvinod Snapshot pludman Snapshot PROJECT NO. DWG NO. DATE: FULL SHEET SIZE: 24"X36" This drawing is the property of COPE ASSOCIATES, INC and is not to be reproduced without prior written authorization. This drawing is intended to be used only for the project and site specifically identified. All design information are the copyright of COPE ASSOCIATES, INC. © 2020 1/ 6/ 20 23 1 1: 37 :3 6 A M 22023 REVISIONS NO. DATE DESCRIPTION Vreeland Engineers Inc. 1 03-29-23 ADDENDUM 1 02-27-2023 14 50 O A K RI D G E TU RN P IK E O A K RI D G E, T EN N ES SE E 37 83 0 C op e A ss oc ia te s, In c. 26 07 K in g st on P ik e, S ui te 5 Kn ox vi lle , T en ne ss ee 3 79 19 t e l : 8 6 5 . 6 9 4 . 9 0 0 0 w w w . c o p e a r c h i t e c t u r e . c o m 14 50 O A K RI D G E TU RN P IK E O A K RI D G E, T EN N ES SE E 37 83 0 UP UP FL O O R PL A N - PO W ER E102 WALL RATING LEGEND EXISTING 1 HOUR RATED WALL EXISTING SMOKE PARTITION Key PlanKey Plan tvinod Snapshot pludman Snapshot PROJECT NO. DWG NO. DATE: FULL SHEET SIZE: 24"X36" This drawing is the property of COPE ASSOCIATES, INC and is not to be reproduced without prior written authorization. This drawing is intended to be used only for the project and site specifically identified. All design information are the copyright of COPE ASSOCIATES, INC. © 2020 1/ 6/ 20 23 1 1: 37 :3 6 A M 22023 REVISIONS NO. DATE DESCRIPTION Vreeland Engineers Inc. 1 03-29-23 ADDENDUM 1 02-27-2023 14 50 O A K RI D G E TU RN P IK E O A K RI D G E, T EN N ES SE E 37 83 0 C op e A ss oc ia te s, In c. 26 07 K in g st on P ik e, S ui te 5 Kn ox vi lle , T en ne ss ee 3 79 19 t e l : 8 6 5 . 6 9 4 . 9 0 0 0 w w w . c o p e a r c h i t e c t u r e . c o m 14 50 O A K RI D G E TU RN P IK E O A K RI D G E, T EN N ES SE E 37 83 0 UP UP FL O O R PL A N - C O M M U N IC A TI O N S & H V A C W IR IN G E103 WALL RATING LEGEND EXISTING 1 HOUR RATED WALL EXISTING SMOKE PARTITION Key PlanKey Plan tvinod Snapshot pludman Snapshot PROJECT NO. DWG NO. DATE: FULL SHEET SIZE: 24"X36" This drawing is the property of COPE ASSOCIATES, INC and is not to be reproduced without prior written authorization. This drawing is intended to be used only for the project and site specifically identified. All design information are the copyright of COPE ASSOCIATES, INC. © 2020 1/ 6/ 20 23 1 1: 37 :3 6 A M 22023 REVISIONS NO. DATE DESCRIPTION Vreeland Engineers Inc. 1 03-29-23 ADDENDUM 1 02-27-2023 14 50 O A K RI D G E TU RN P IK E O A K RI D G E, T EN N ES SE E 37 83 0 C op e A ss oc ia te s, In c. 26 07 K in g st on P ik e, S ui te 5 Kn ox vi lle , T en ne ss ee 3 79 19 t e l : 8 6 5 . 6 9 4 . 9 0 0 0 w w w . c o p e a r c h i t e c t u r e . c o m 14 50 O A K RI D G E TU RN P IK E O A K RI D G E, T EN N ES SE E 37 83 0 LE G EN D A N D S C H ED U LE S E201 “ ” “ ” “ ” “ ” ” ” “ ” pludman Snapshot