Loading...
HomeMy WebLinkAboutDelta Tau Delta - Addendum 1Code Remediation Delta au Delta Cornell University 104 Mary Ann Wood Drive, Ithaca NY 1 HO LTARCH ITECTS HOLT Architects, P.C. v Architects, Planners, and Interior Designers 619 W. State Street, Ithaca, New York 14850 132 E. Jefferson Street, Syracuse, New York 13202 Tel 607.273/600 www.holt.com SHEET LIST GENERAL G001 COVER SHEET ARCHITECTURAL A101 GROUND, FIRST & SECOND FLOOR PLANS A601 DOOR SCHEDULE AND DETAILS ASBESTOS ABATEMENT AA-100 ASBESTOS ABATEMENT GROUND, FIRST & SECOND FLOOR PLANS GENERAL NOTES PROJECT LOCATION PROJECT INFORMATION 1 DIMENSIONS NOTES "EQ" ARE EQUAL TO EACH OTHER ONLY IF THEY ARE ON THE SAME DIMENSION STRING AND IN THE SAME ROW. :;T 2 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. REFER TO DRAWINGS FOR DIMENSIONS. REQUIRED CRITICAL DIMENSIONS NOT FOUND SHOULD BE FIELD VERIFIED OR OBTAINED i.; ` DATE- 2/4/2019 [„milvr� FROM ARCHITECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD(EXISTING AND PROPOSED CONSTRUCTION)AND BRING ANY DISCREPANCIES TO THE �' N• %, aA4%5' IMMEDIATE ATTENTION OF THE ARCHITECT g: �. � �O c,�F1i G1 ♦�' C?� GDUIS Cj /ted, ij 3 ALL WOOD COMPONENTS, ROUGH AND FINISHED, IN CORRIDORS, FIRE STAIRS, AND LOBBIES SHALL RECEIVE FIRE RETARDING TREATMENT (FRT) JOB NUMBER: 18029 �� 10 1, 4k” 4' ``F 4 ROOM NUMBERING IS FOR CONSTRUCTION PURPOSES ONLY. ACTUAL ROOM NUMBERING TO BE COORDINATED WITH OWNER PRIOR TO ANY SCHEDULING OR LABELING ""� ct, 3A 5 CONTRACTOR SHALL PROVIDE BLOCKING OR PROVISIONS FOR SOLID ANCHORAGE AT WALL AND CEILING MOUNTED EQUIPMENT AND ACCESSORIES PROVIDED UNDER THIS .. CONTRACT AND EQUIPMENT TO BE PROVIDED BY THE OWNER 6 MAINTAIN EXISTING FIRE PROOFING AND FIRE RATED CONSTRUCTION. PATCH AS NEEDED TO MEET REQUIREMENTS. ' � CONSTRUCTION CLASSIFICATION: TYPE 3 "� ;�' 075$1 �Tq �O 7 PATCH TO MATCH ALL FLOOR, BASE, WALL, AND CEILING FINISHES AFFECTED BY NEW WORK. g �i-li OF 101 INIl11/[ 8 ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF MASONRY UNIT, OR FINISHED FACE OF EXISTING CONSTRUCTION. 9 VERIFY ALL DIMENSIONS IN THE FIELD. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND FIELD CONDITIONS. � mx « SPRINKLER PROTECTION- . N F PA 13 THROUGHOUT 10 ALL MASONRY DIMENSIONS ARE NOMINAL.#B 11 PROPERTY LINE IS CONTRACT LIMIT LINE UNLESS OTHERWISE SHOWN. 12 DOCUMENTS ARE BASED UPON ORIGINAL CONSTRUCTION DRAWINGS, EXISTING CONDITIONS MAY VARY. CONTACT ARCHITECT IF DISCREPANCIES ARISE. ��R �� : w �� � �� BUILDING USE CLASSIFICATION: V NYV . R2 13 PROTECT ALL EXISTING FINISH SURFACES TO REMAIN. PATCH EXISTING CONSTRUCTION TO MATCH ADJACENT FINISHES TO REMAIN AT ALL REMOVALS AND AS REQUIRED BY NEW W WORK (IE: PIPE PENETRATIONS, ETC). CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE RESULTING FROM HIS WORK, WHETHER INSIDE OR OUTSIDE CONTRACT LIMIT LINE. GI 14 PROVIDE ACCESS PANELS AS REQUIRED AT ALL WALLS AND CEILINGS AT ALL VALVES, DAMPERS, CONCEALED JUNCTION BOXES, AND OTHER EQUIPMENT REQUIRING MAINTENANCE, :: ADJUSTMENTS OR SERVICING. ° 15 NOTES ON ONE DETAIL OR DRAWING APPLY TO ALL SIMILAR DETAILS OR DRAWINGS. 16 EXTEND ALL PARTITIONS FROM FLOOR TO UNDERSIDE OF DECK ABOVE UNLESS OTHERWISE INDICATED. MAKE THIS JOINT SMOKE TIGHT AND FIRESTOP AT RATED PARTITIONS....... 17 MISCELLANEOUS ELECTRICAL PANEL COVERS, GRILLES, ETC. TO BE PAINTED TO MATCH ADJACENT WALL SURFACES. 18 MAINTAIN MEANS OF EGRESS, KEEPING IT FULLY SEPARATED FROM CONSTRUCTION AREA AT ALL TIMES WITH A 1-HOUR FIRE RESISTANT RATED BARRIER (U.L. DESIGN 309) ' < 19 PROVIDE A FRAMED, DUST PROOF BARRIER TO SEPARATE CONSTRUCTION AREA FROM THE REST OF THE FACILITY AT ALL TIMES. PROVIDE TEMPORARY FILTERS, AND/OR NEGATIVE '` GO AIR, AS REQUIRED TO PREVENT THE SPREAD OF DUST, FUMES, AND ODORS THROUGHOUT THE BUILDING. UPON COMPLETION OF THE WORK, REMOVE AND REPAIR ANY DAMAGE CAUSED BY THE UNSTALLATION/PRESENCE OF THE TEMPORARY BARRIER TO A NEW-LIKE CONDITION. 20 CONTRACTOR TO ARRANGE FOR SMOKE DETECTOR SHUTDOWNS TO PREVENT NUISANCE ALARMS CAUSED BY CONSTRUCTION ACTIVITIES OR CHANGE EXISTING SMOKE DETECTORS TO HEAT DETECTORS. 3"� aax :• CORNELL UNIVERSITY DELTA TAU DELTA FACILITIES CONTRACTS CODE REMEDIATION 121 HUMPHREYS SERVICE BUILDING ITHACA, NEW YORK 14853-3701 ADDENDUM NO. 1 March 5, 2019 This Addendum contains changes to the requirements of the Contract Documents and Specifications. Such changes are to be incorporated into the Construction Documents and shall apply to the work with the same meaning and force as if they had been included in the original document. W herever this Addendum modifies a portion of a paragraph of the specifications or a portion of any Drawing, the remainder of the Paragraph or Drawing shall remain in force. NOTE: Provisions of all Contract Documents apply. TECHNICAL SPECIFICATIONS Item 1. Section 02 82 00 ASBESTOS ABATEMENT DELETE in its entirety. REPLACE with revised Section 02 82 00, attached. Item 2. Section 02 82 00 ASBESTOS ABATEMENT, Part 1.8 ADD Cornell Ithaca Campus Variance 17-0034, dated December 20, 2018, attached. Item 3. Section 08 11 13 HOLLOW METAL DOORS AND FRAMES DELETE in its entirety. REPLACE with revised Section 08 11 13, attached. Item 4. Section 08 14 16 FLUSH W OOD DOORS DELETE in its entirety. REPLACE with revised Section 08 14 16, attached. DRAW INGS Item 5. Drawing AA100 DELETE in its entirety. REPLACE with revised Drawing AA100, attached. Delta Tau Delta Code Remediation Addendum No. 1 March 5, 2019 Page 2 Item 6. Drawing A601, Note 4 ADD to end of Note 4: Cornell will provide 3rd party inspector to review new rated door gaps. Contractor responsible for checking door gaps for compliance prior to 3rd party inspection. Item 7. Drawing A601, Notes ADD 6. Remove existing bedroom door plaques and reinstall on wall adjacent to new doors. Exact location to be coordinated with Cornell. Attachments Section 02 82 00 Asbestos Abatement Cornell Campus Variance 17-0034 Section 08 11 13 Hollow Metal Doors and Frames Section 08 14 16 Flush W ood Doors Drawing AA100 ****END OF ADDENDUM**** CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-1 Code Remediation SECTION 02 82 00 - ASBESTOS ABATEMENT 1.0 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section references procedures for the removal of asbestos-containing materials (ACM) and materials attached to ACM that will be disturbed as a result of the work for the Code Modifications and Alterations at the Delta Tau Delta facility located at 104 Mary Ann W ood Drive in Ithaca, New York. 1. The Asbestos Survey report was compiled by an NYSDOL Inspector. Refer to the W atts Architecture & Engineering Targeted Asbestos Testing Report dated June 14, 2018. 2. In order to determine asbestos content, samples were analyzed by polarized light microscopy (PLM) and/or transmission electron microscopy (TEM) by an ELAP certified laboratory. 3. The survey report is intended for design and estimate purposes only, and is in- cluded to provide bidders with the same information available to the Owner. 4. The Bulk Samples are representative of like materials within the project limits. 1.3 SCOPE OF W ORK A. The work shall include the following: 1. Removal and disposal of asbestos-containing floor tiles at designated locations to accommodate replacement of existing door frames and installation of new bedroom doorways. Residual mastic associated with the tiles shall remain. Remove any overlying carpeting and/or non-asbestos flooring at the threshold. Refer to drawings AA100, A101 and A601 for precise locations and extent of abatement. Remove tiles up to the threshold. Cut tiles to remain in adjacent corridors in neat straight lines as required suitable for matching replacement flooring. 2. Removal and disposal of asbestos-containing floor tiles at designated location to accommodate construction of new doorway. Residual mastic associated with the tiles shall remain. Cut tiles to remain in the adjacent corridor and room in neat straight lines suitable for matching replacement flooring and to allow for new construction. The General Contractor shall be responsible for delineating precise extent of floor tile removal. CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-2 Code Remediation 3. Removal and disposal of all asbestos-containing floor tiles in the designated ground floor corridor. Tiles in the corridor are damaged. Remove tiles to the threshold at doorways. Residual mastic associated with the tiles shall remain. Cut tiles to remain at doorway thresholds in neat straight lines suitable for matching replacement flooring. 4. Removal and disposal of asbestos-containing floor tiles at designated locations to accommodate removal of existing doors and to allow for infilling with new construction. Residual mastic associated with the tiles shall remain. The Abatement Contractor shall install the new wall base plate under containment and in accordance with the site-wide approved variance 17-0034. Cut tiles to remain in the adjacent corridor and room in neat straight lines suitable for matching replacement flooring and to allow for new construction. The General Contractor shall be responsible for delineating the precise extent of floor tile removal. 5. Removal and disposal of asbestos-containing floor tiles at designated location to accommodate new construction for a new door. Residual mastic associated with the tiles shall remain. The Abatement Contractor shall install the new wall base plate under containment and in accordance with the site-wide approved variance 17-0034. Cut tiles to remain in the adjacent corridor and room in neat straight lines suitable for matching replacement flooring and to allow for new construction. The General Contractor shall be responsible for delineating precise extent of floor tile removal. Schedule of ACM Floor Tile Abatement Base Bid Location Purpose of Abatement Approximate Quantity Ground Floor Room G07 Remove Tiles to Accommodate Opening for New Door 5 Square Feet Room G07 Removal of Existing Door 5 Square Feet Corridor G0043 Full Corridor Floor Abatement 50 Square Feet G0002 Full Corridor Floor Abatement Up To The Stairway 30 Square Feet G0044 Door Frame Replacement 4.5 Square Feet G0002 Door Frame Replacement 4.5 Square Feet G06 Door Frame Replacement 4.5 Square Feet First Floor Corridor 10042 Door Frame Replacement 4.5 Square Feet Room 101 Door Frame Replacement 4.5 Square Feet Room 102 Door Frame Replacement 4.5 Square Feet Room 103 Door Frame Replacement 4.5 Square Feet Room 104 Door Frame Replacement 4.5 Square Feet Room 105 Door Frame Replacement 4.5 Square Feet Room 106 Door Frame Replacement 4.5 Square Feet Room 107 Door Frame Replacement 4.5 Square Feet Room 108 Door Frame Replacement 4.5 Square Feet CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-3 Code Remediation Location Purpose of Abatement Approximate Quantity Room 109 Door Frame Replacement 4.5 Square Feet Room 110 Door Frame Replacement 4.5 Square Feet Room 111 Door Frame Replacement 4.5 Square Feet Room 112 Door Frame Replacement 4.5 Square Feet Room 113 Door Frame Replacement 4.5 Square Feet Room 114 Remove Tiles to Allow for a New Door 10 Square Feet Second Floor Room 200 Door Frame Replacement 4.5 Square Feet Room 201 Door Frame Replacement 4.5 Square Feet Room 202 Door Frame Replacement 4.5 Square Feet Room 203 Door Frame Replacement 4.5 Square Feet Room 204 Door Frame Replacement 4.5 Square Feet Room 205 Door Frame Replacement 4.5 Square Feet Room 206 Door Frame Replacement 4.5 Square Feet Room 207 Door Frame Replacement 4.5 Square Feet Room 208 Door Frame Replacement 4.5 Square Feet Room 209 Door Frame Replacement 4.5 Square Feet Room 210 Door Frame Replacement 4.5 Square Feet Room 211 Door Frame Replacement 4.5 Square Feet Room 212 Door Frame Replacement 4.5 Square Feet Room 213 Door Frame Replacement 4.5 Square Feet Room 214 Door Frame Replacement 4.5 Square Feet Total, All Areas 244 Square Feet Alternate 1 Location Purpose of Abatement Approximate Quantity First Floor Room 120 Door Frame Replacement 4.5 Square Feet Total, All Areas 4.5 Square Feet 1.4 CODES AND REGULATIONS A. General Applicability of Codes and Regulations and Standards: Except to the extent that more explicit or more stringent requirements are written directly into the Contract Documents, all applicable codes, regulations and standards have the same force and effect (and are made a part of the Contract Documents by reference) as if copied directly into the Contract Documents, or as if published copies are bound herewith. B. Contractor Responsibility: The Contractor shall assume full responsibility and liability for the compliance with all applicable Federal, State and local regulations pertaining to work CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-4 Code Remediation practices, hauling, disposal, and protection of workers, visitors to the site and persons occupying areas adjacent to the site. The Contractor is responsible for providing medical examinations and maintaining medical records of personnel as required by the applicable Federal, State and local regulations. The Contractor shall hold the Owner and Owner's Representative harmless for failure to comply with any applicable work, hauling, disposal, safety, health or other regulation on the part of himself, his employees or his subcontractors C. Federal requirements that govern asbestos abatement work or hauling and disposal of asbestos waste materials include but are not limited to the following: OSHA: U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), including but not limited to: Occupational Exposure to Asbestos, Tremolite, Anthophyllite, and Actinolite; Final Rules Title 29, Part 1926, Section 1101 of the Code of Federal Regulations Respirator Protection Title 29, Part 1910, Section 134 of the Code of Federal Regulations Access to Employee Exposure and Medical Records Title 29, Part 1910, Section 2 of the Code of Federal Regulations Hazard Communication Title 29, Part 1910, Section 1200 of the Code of Federal Regulations Specifications for Accident Prevention Signs and Tags Title 29, Part 1910, Section 145 of the Code of Federal Regulations DOT: U.S. Department of Transportation, including but not limited to: Hazardous Substances Title 49, Part 171 and 172 of the Code of Federal Regulations EPA: U.S. Environmental Protection Agency (EPA), including but not limited to: Training Requirements of (AHERA) Regulations Asbestos-Containing Material in Schools Final Rule & Notice Title 40, Part 763, Subpart E, amended Appendix C of the Code of Federal Regulations dated April 4, 1994 National Emission Standard for Hazardous Air Pollutants (NESHAPS) National Emission Standard for Asbestos Title 40, Part 61, Subpart A, and revised Subpart M (Revised Subpart B) of the Code of Federal Regulations dated November 20, 1990 D. State requirements that govern asbestos abatement work or hauling and disposal of asbestos waste materials include but are not limited to the following: CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-5 Code Remediation New York State Department of Labor (NYSDOL) Industrial Code Rule 56 (Code Rule): Asbestos New York State Department of Environmental Conservation (DEC) Regulations regarding waste collector registration Title 6, Part 364 of the New York State Official compilation of Codes, Rules and Regulations. An annual "Industrial W aste Hauler Permit" specifically for asbestos-containing materials is required for transportation of asbestos-containing waste to the disposal site. E. Local Requirements: Abide by all local requirements that govern asbestos abatement work or hauling and disposal of asbestos waste materials. 1.5 STANDARDS A. General Applicability of Standards: Except to the extent that more explicit or more stringent requirements are written directly into the Contract Documents, all applicable standards have the same force and effect (and are made a part of the Contract Documents by reference) as if copied directly into the Contract Documents, or as if published copies are bound herewith. B. Contractor Responsibility: The Contractor shall assume full responsibility and liability for the compliance with all standards pertaining to work practices, hauling, disposal, and protection of workers, visitors to the site and persons occupying areas adjacent to the site. The Contractor shall hold the Owner and Owner's Representative harmless for failure to comply with any applicable standard on the part of himself, his employees or his subcontractors. C. Standards: These standards apply to asbestos abatement work or hauling and disposal of asbestos waste materials and include but are not limited to the following: American National Standards Institute (ANSI) 1430 Broadway New York, NY 10018 (212) 354-3300 Practices for Respiratory Protection Publication Z88.2-80 American Society for Testing and Materials (ASTM) 1916 Race Street Philadelphia, PA 19103 (215) 299-5400 Safety and Health Requirements Relating to Occupational Exposure to Asbestos E 849-82 1.6 SUBMITTALS A. No less than 7 days before the start of the project, legible copies of the following items must be submitted to the Owner or the Owner’s Representative: 1. NYSDOL Contractor's License (DOH-432). CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-6 Code Remediation 2. A statement signed by an authorized representative of the company stating that a Respiratory Protection Program that meets the requirements of OSHA Title 29, Part 1910, Section 134 will be in effect and followed during the project. 3. Project Notifications (NYSDOL and EPA) will not be required for the asbestos abatement work for this project, due to the amount of asbestos-containing material being removed. 4. Provide a statement signed by an authorized representative of the company stating that the Building Occupants/Other Trades notification required by ICR 56 will be or has been posted at least 10 days prior to the start of the project. Provide a copy of the notification that will be posted at the job site. 5. A negative exposure assessment, if one will be utilized. If a negative exposure assessment will not be utilized, provide a statement signed by an authorized representative of the company stating that a negative exposure assessment will not be used. 6. Site-specific variance(s) if used on the project. If the Contractor will not obtain a variance, provide a statement to that affect. 7. Information on the surfactant to be used for the amended water. 8. W aste Hauler's Permit. 9. Landfill permit. 10. Name, address and phone number of air sampling firm and laboratory to be used on the project for OSHA personal samples. Include the accreditation of the analytical laboratory (ELAP certificates) of the air monitoring firm. 11. Site-specific work plan: The Contractor shall prepare a detailed work plan and submit the plan no later than one week prior to the start of the abatement project. The work plan shall include, but not be limited to: 1. A schedule for the completion of the work. 2. W ork procedures. 3. Types of equipment to be used. 4. Anticipated location for water and electrical hookups. 5. Anticipated location of decontamination enclosures. 6. Anticipated location(s) of negative air exhaust. 7. Estimated crew size, shift times and durations. 8. Emergency procedures for fire and medical emergencies and for failure of containment barriers. B. During the project, legible copies of the following items must be submitted to the Owner or Owner’s Representative: 1. NYSDOL Asbestos Handling Certifications (DOH 442) for all persons employed on the project. (Likeness on photographs must be clear) * 2. Proof of current (within the last 12 months) physical examination for all persons to be employed on the project. * 3. Proof of current (within the last 12 months) respirator fit test for all persons to be employed on the project. * 4. Project Log Book Entries. 5. Daily Sign-in Log. 6. W ork Area Entry/Exit Log. CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-7 Code Remediation 7. Any and all changes to the Contract should any occur. 8. Personal sampling results within 24 hours of sampling. *If this information is not provided at the time each worker arrives on site, they will be prohibited from working until the information is provided and reviewed. C. During the project, legible copies of the following items must be maintained at the job site, and available for review: 1. The company’s standard operating procedures manual. 2. The company’s respiratory protection program. 3. Safety data sheets for all substances to be used on the project. D. Upon completion of the project, legible copies of the following items must be submitted to the Owner or Owner’s Representative: 1. Personal air sampling records including chain-of-custody forms and laboratory re- sults. These records must also include the accreditation of the analytical laboratory (ELAP certificates). 2. W aste manifest(s), shipment records and landfill receipts signed by the landfill operator within 30 days after the waste leaves the site. A percentage of the final payment will be withheld until the waste shipment record is received by the Owner or Owner’s Representative. 3. Project log book. 1.7 QUALITY ASSURANCE A. Regulatory Requirements: Comply with the referenced regulations and standards. B. Pre-work Conference: Before the work of this section is scheduled to commence, a conference will be held at the site for the purpose of reviewing the Contract Documents, discussing requirements for the work, and reviewing the work procedures. The asbestos abatement contractor shall attend. 1.8 SPECIAL CONDITIONS A. Locations and quantities of all materials to be removed by the abatement contractor shall be field verified. Information given on the drawings and in the specifications is for general orientation and information only. B. The Contractor shall have at least one English-speaking supervisor on the job site at all times while the project is in progress. The supervisor must be able to communicate fluently with all employees. C. The approved NYSDOL site-wide variance 17-0034 may be used on this project. Contractor shall be responsible for obtaining any other site-specific variance from NYSDOL for the performance of this work, if necessary. The use of a site-specific variance may not be used until approval is given by the Owner’s representative. D. Solvents shall not be used to remove asbestos-containing mastic on this project. CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-8 Code Remediation PRODUCTS 2.1 SPECIAL CONDITIONS A. W ETTING MATERIALS: For wetting prior to disturbance of asbestos-containing materials, use amended water: 1. Amended W ater: W ater to which a surfactant has been added. Use a mixture of surfactant and water which results in wetting of the asbestos-containing material and retardation of fiber release during disturbance of the material equal to or greater than that provided by the use of one ounce of a surfactant consisting of 50% polyoxyethylene ester and 50% polyoxyethylene ether mixed with five gallons of water. B. POLYETHYLENE SHEET: Fire retardant polyethylene film in the largest sheet size possible to minimize seams, 6-mil thick as indicated, clear, frosted or black as indicated. C. DUCT TAPE: Provide duct tape in 2" or 3" widths as indicated, with an adhesive which is formulated to stick aggressively to sheet polyethylene. D. SPRAY CEMENT: Provide spray adhesive in aerosol cans which is specifically formulated to stick tenaciously to sheet polyethylene. E. DISPOSAL BAGS: Provide 6-mil thick leak-tight polyethylene bags labeled as described in the standards referenced in Part 1 of this section. F. GARDEN SPRAYER: Provide a hand pump type pressure-can garden sprayer fabricated out of either metal or plastic, equipped with a metal wand at the end of a hose that can deliver a stream or spray of liquid under pressure. G. RESPIRATORS 1. Select respirators from those approved by the National Institute for Occupational Safety and Health (NIOSH), Department of Health and Human Services. 2. Respirators shall be fit-tested to personnel by an industrial hygienist or other competent person. Fit-tested respirators shall be permanently marked to identify the individual fitted, and use shall be limited to that individual. 3. In accordance with 29 CFR 1926.1101(h)(3)(iv), at a minimum, all employees will be required to use full face, powered air purifying HEPA filtered respirators when they are in a regulated area where OSHA Class I work is being performed until a negative exposure assessment is obtained in accordance with 1926.1101 (f)(2)(iii). 4. No respirators shall be issued to personnel without such personnel participating in a respirator training program. CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-9 Code Remediation 5. High Efficiency Particulate Air (HEPA) respirator filters shall be approved by NIOSH and have the NIOSH P100 designation. The respirator filters shall also conform to the OSHA requirements in 29 CFR 1910.134 and 29 CFR 1926.1101. 6. A storage area for respirators shall be provided by the Contractor on the clean room side of any established decontamination chamber where they will be kept in a clean environment. 7. The Contractor shall provide and make available a sufficient quantity of respirator filters so that filter changes can be made as necessary during the work day. Filters will be removed and discarded during the decontamination process. Filters cannot be reused. Filters must be changed if breathing becomes difficult. 8. Filters shall not be used any longer than one eight (8) hour work day. 9. Respirator filters shall be stored at the project site in the change room of each work area personnel decontamination unit. 10. W here not in violation of NIOSH and OSHA requirements the Contractor shall provide at least the following minimum respiratory protection to the maximum use concentrations indicated below: OSHA/NIOSH Approved Maximum use Respiratory Protection Concentrations* Half mask Air Purifying 1.0 f/cc with HEPA Filters Full face piece Air Purifying 5.0 f/cc HEPA filters and qualitative fit test Powered Air Purifying (PAPR) 10.0 f/cc Full Face piece HEPA filtered Supplied Air, Continuous Flow, 10.0 f/cc full face piece, HEPA filter Full face piece supplied air, 100.0 f/cc pressure demand Full face piece, supplied air, 100.0 f/cc pressure demand, with Aux. SCBA pressure demand or continuous flow * A qualitative fit-tested tight fitting negative pressure air-purifying respirator can only be used in an atmosphere less than or equal to 10 times the PEL. In order to achieve the full protection factor, quantitative fit testing must be performed. CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-10 Code Remediation 3.0 EXECUTION 3.1 ASBESTOS-CONTAINING MATERIAL HANDLING AND REMOVAL PROCEDURES A. Perform work under this contract in accordance with the standards referenced in Part 1 of this Section. The provisions of any site-specific variance to New York State Department of Labor (NYSDOL) Industrial Code Rule 56 (ICR 56) obtained for this project may not be implemented until approval is given by the Owner or Owner’s Representative. B. W ork resulting in disturbance of asbestos-containing materials shall be performed by a licensed asbestos abatement contractor employing certified workers in accordance with all applicable standards referenced herein. 3.2 CLEAN-UP PROCEDURES A. Comply with the standards referenced in Part 1 of this Section. 3.3 AIR SAMPLING AND ANALYSIS A. The Owner shall be responsible for hiring an independent third party firm to perform any required area air sampling and analysis in accordance with ICR 56. B. The Contractor is required to ensure cooperation of its personnel with the Air Sampling Technician (AST) for general air sampling, and testing of each work area after completion of asbestos work prior to removal of containment barriers. C. All air samples shall be analyzed using Phase Contrast Microscopy (PCM) in accordance with NYSDOL Industrial Code Rule 56 and NIOSH method 7400. D. At a minimum, turn-around time for laboratory analysis of area air samples shall not exceed 24 hours. The Owner may request an expedited turn-around time for some or all air samples. Copies of all area air monitoring results shall be immediately transmitted to the Owner or his Representative. E. If the clearance criteria are not met, then the decontamination is incomplete. The cleaning procedures shall be repeated and retesting conducted until such time clearance criteria are successfully achieved. The Contractor shall bear the cost of any additional re-testing required due to failure to achieve final clearance criteria. 3.4 PERSONAL AIR SAMPLING A. The Contractor shall conduct daily personal monitoring that is representative of the exposure of each employee who is assigned to work within a regulated area who is performing OSHA Class I or II work, unless the employer has obtained a negative exposure assessment for the entire operation in accordance with OSHA 1926.1101 (f)(2)(iii). Periodic personal monitoring shall be performed in accordance with 1926.1101(f)(3). If the provisions of 1926.1101(f)(4)(i) are met and monitoring is discontinued, the Contractor shall resume the periodic personal monitoring whenever there has been a change in process, control equipment, personnel or work practices that may result in new or additional CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT Delta Tau Delta 104 Maryann W ood Asbestos Abatement 02 82 00-11 Code Remediation exposures above the permissible exposure limits or when the Contractor has any reason to suspect that a change may result in new or additional exposures above the permissible exposure limits. This resumption of personal monitoring is required regardless of whether a "negative exposure assessment" was previously produced for the specific work area. B. All personal samples shall be analyzed within 48 hours upon being collected at the site. The analysis of personal air samples shall be conducted by an ELAP approved laboratory, subject to approval of the Owner or the Owner’s Representative. C. The Contractor shall notify affected employees of the personal monitoring results that represent that employee's exposure as soon as possible following receipt of monitoring results. The Contractor shall notify affected employees of the results of monitoring representing the employee's exposure in writing either individually or by posting at a centrally located place that is accessible to affected employees. 3.5 PROJECT MONITORING A. The Owner shall retain the services of a New York State Department of Labor licensed and certified Project Monitor to provide periodic, as needed site inspections, documentation review, and general consulting services. ICR 56 requires a Project Monitor perform a visual inspection at the completion of the asbestos abatement work to verify the completeness of the abatement and the cleanup. The Contractor shall cooperate fully with the Project Monitor(s) during the course of work. Failure to cooperate fully may lead to the issuance of a Stop W ork Order. Any liquidated damages incurred as a result of any stop work order issued shall be the responsibility of the Contractor. 3.6 DISPOSAL OF ASBESTOS-CONTAINING MATERIAL AND RELATED DEBRIS A. Transport the asbestos-containing waste and related debris to the approved disposal site. Comply with the standards referenced in Part 1 of this Section. 3.7 RESTORATION A. Remove temporary decontamination facilities and restore area designated for these facilities to its original condition or better. ***END OF SECTION 02 82 00 *** CORNELL UNIVERSITY SECTION 02 82 00 Ithaca, New York ASBESTOS ABATEMENT ATTACHMENT 1 APPROVED NYSDOL SITE-W IDE VARIANCE 17-0034 b.. DELTA ENGINEERS, ARCHITECTS, & LAND SURVEYORS AN ISO 9001:2015 CERTIFIED COMPANY December 20, 2018 Mr. Edward Smith, PE- Senior Safety and Health Engineer State of New York - Department of Labor Division of Safety and Health, Engineering Services Unit State Office Building Campus, Building 12 -Room 154 Albany , NY 12240 860 Hooper Road Endwell , NY 13760 Tel : 607 .231 .6600 Fax: 607 .231 .6650 W ebsite : www.delta-eas.com /of; APPROVED DEC 2l 2018 . . New Y o ~•-: S!Eh<.> . '81-i l. of La bor RE : Vanance Reopenmg and Amendment Request E ~'J j J e e r i n g Servitts nit J/. f Campus-W ide Variance File No. 17-0034 dated January 18,2017 ~~/c ._ /.J · l r 1 Cornell University Ithaca , NY Campus 1\ I J. '/ . ()lYe . ~~~~ ~ Dear M r. Smtth: _Jt)]qVQr .3l .Jl 20 20 . The following request for reopening and amendment is associated with the "~e d " CorAell ·university Campus-W ide Variance File No . 17-0034 which addresses relief from the following items during the performance of Asbestos Abatement work at the Cornell University Campus in Ithaca, New York: 1) Exhausting Negative Air to Building Interiors when no exterior opening/path is available. 2) Addressing Small-Project Incidental Disturbances. 3) Coring/Drilling Operations Through and/or into Asbestos Containing Materials. 4) Removal of Door Slabs with As bestos Containing Core Material. 5) Intact Removal of Transite Lab Tops , Table Tops and Transite Lined Fume Hoods. 6) Removal of elevated Pipe Insulation. 7) Final Clearance Air Sampling for dirt floor spaces. The Variance was "approved/granted" on January 181\ 2017 and included a termination date of January 3 JSt, 2019. As per the information presented in the "Guidance Document on amended Industrial Code Rule 56" (version 2 .0, released 1130/09) under Q/A # 337 on page 86 of 88: "A one-time variance extension is allowed for up to% the original time period of the variance (i.e. a two year variance could be extended for up to an additional 1 year)" Based on the above, we are request ing that the termination date for the Cornell University Ithaca Campus-W ide Variance File No. 17-0034 be extended for Y2 of the original 2-year time period for a revised termination date of January 31 5\ 2020. If you have an y questions regarding the above items or require any additional information, please feel free to contact me at 607-231-6674. W e appreciate your assistance with this and look forward to your response. Respectfu II y, DELTA ENGINEERS, ARCHITE CTS, & LAND SURVEYORS, P.C. \~!\ \\i \)} \ ~·-· \-::.~ ... )\ ) ~- ·---- , · \ \ Stephen Prislupsky, Director of Env ironmental Services Project Designer 90-10891 "W e are a seamless extension of our cl ients' orga n izations " Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) HOLLOW METAL DOORS AND FRAMES 081113 - 1 SECTION 081113 - HOLLOW METAL DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes hollow-metal work. B. Related Requirements: 1. Section 087100 "Door Hardware" for door hardware for hollow-metal doors. 1.3 DEFINITIONS A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8. 1.4 COORDINATION A. Coordinate anchorage installation for hollow-metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation. 1.5 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction details, material descriptions, core descriptions, fire-resistance ratings as scheduled, temperature-rise ratings if required, and finishes. B. Shop Drawings: Include the following: 1. Elevations of each door type. 2. Details of doors, including vertical- and horizontal-edge details and metal thicknesses. 3. Frame details for each frame type, including dimensioned profiles and metal thicknesses. 4. Locations of reinforcement and preparations for hardware. 5. Details of each different wall opening condition. 6. Details of anchorages, joints, field splices, and connections. 7. Details of accessories. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) HOLLOW METAL DOORS AND FRAMES 081113 - 2 8. Details of moldings, removable stops, and glazing. 9. Details of conduit and preparations for power, signal, and control systems. C. Schedule: Provide a schedule of hollow-metal work prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate with final Door Hardware Schedule. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver hollow-metal work palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic. 1. Provide additional protection to prevent damage to factory-finished units. B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions. C. Store hollow-metal work vertically under cover at Project site with head up. Place on minimum 4-inch- high wood blocking. Provide minimum 1/4-inch space between each stacked door to permit air circulation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the W ork include, but are not limited to, the following: 1. Ceco Door; ASSA ABLOY. 2. Curries Company; ASSA ABLOY. 3. Deansteel Manufacturing Company, Inc.. 4. Door Components, Inc. 5. Hollow Metal Xpress. 6. Mesker Door Inc. 7. MPI Group, LLC (The). 8. Pioneer Industries, Inc. 9. Republic Doors and Frames. 10. Security Metal Products Corp. 11. Steelcraft; an Ingersoll-Rand company. B. Source Limitations: Obtain hollow-metal work from single source from single manufacturer. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) HOLLOW METAL DOORS AND FRAMES 081113 - 3 2.2 REGULATORY REQUIREMENTS A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings and temperature-rise limits indicated, based on testing at positive pressure according to NFPA 252 or UL 10C. 2.3 INTERIOR DOORS AND FRAMES A. Construct interior doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified. B. Extra-Heavy-Duty Doors and Frames: SDI A250.8, Level 3. At locations indicated in the Door and Frame Schedule. 1. Physical Performance: Level A according to SDI A250.4. 2. Doors: a. Type: As indicated in the Door and Frame Schedule. b. Thickness: 1-3/4 inches. c. Face: Uncoated, cold-rolled steel sheet, minimum thickness of 0.053 inch. d. Edge Construction: Model 2, Seamless or Model 3, Stile and Rail, as detailed. 3. Frames: a. Materials: Uncoated, steel sheet, minimum thickness of 0.053 inch. b. Sidelite and Transom Frames: Fabricated from same thickness material as adjacent door frame. c. Construction: Full profile welded. d. Depth: Varies. Verify dimensions of each frame in field to match existing. 4. Exposed Finish: Prime. 2.4 FRAME ANCHORS A. Jamb Anchors: 1. Masonry Type: Adjustable strap-and-stirrup or T-shaped anchors to suit frame size, not less than 0.042 inch thick, with corrugated or perforated straps not less than 2 inches wide by 10 inches long; or wire anchors not less than 0.177 inch thick. 2. Stud-W all Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch thick. 3. Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch- diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate, welded to frame at each anchor location. B. Floor Anchors: Formed from same material as frames, minimum thickness of 0.042 inch, and as follows: 1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) HOLLOW METAL DOORS AND FRAMES 081113 - 4 2.5 MATERIALS A. Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 25 percent. B. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications. C. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled. D. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized. E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. F. Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow-metal frames of type indicated. G. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according to ASTM C 143/C 143M. H. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. I. Glazing: Comply with requirements in Section 088813 "Fire-Resistant Glazing." J. Bituminous Coating: Cold-applied asphalt mastic, compounded for 15-mil dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. 2.6 FABRICATION A. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. W here practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. B. Hollow-Metal Doors: 1. Steel-Stiffened Door Cores: Provide minimum thickness 0.026 inch, steel vertical stiffeners of same material as face sheets extending full-door height, with vertical webs spaced not more than 6 inches apart. Spot weld to face sheets no more than 5 inches o.c. Fill spaces between stiffeners with glass- or mineral-fiber insulation. 2. Vertical Edges for Single-Acting Doors: Bevel edges 1/8 inch in 2 inches. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) HOLLOW METAL DOORS AND FRAMES 081113 - 5 3. Top Edge Closures: Close top edges of doors with inverted closures, except provide flush closures at exterior doors of same material as face sheets. 4. Bottom Edge Closures: Close bottom edges of doors with end closures or channels of same material as face sheets. 5. Exterior Doors: Provide weep-hole openings in bottoms of exterior doors to permit moisture to escape. Seal joints in top edges of doors against water penetration. C. Hollow-Metal Frames: W here frames are fabricated in sections due to shipping or handling limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. 1. Sidelite and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by butt welding. 2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. 3. Grout Guards: W eld guards to frame at back of hardware mortises in frames to be grouted. 4. Floor Anchors: W eld anchors to bottoms of jambs with at least four spot welds per anchor; however, for slip-on drywall frames, provide anchor clips or countersunk holes at bottoms of jambs. 5. Jamb Anchors: Provide number and spacing of anchors as follows: a. Masonry Type: Locate anchors not more than 16 inches from top and bottom of frame. Space anchors not more than 32 inches o.c., to match coursing, and as follows: 1) Two anchors per jamb up to 60 inches high. 2) Three anchors per jamb from 60 to 90 inches high. b. Stud-W all Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 32 inches o.c. and as follows: 1) Three anchors per jamb up to 60 inches high. 2) Four anchors per jamb from 60 to 90 inches high. c. Compression Type: Not less than two anchors in each frame. d. Postinstalled Expansion Type: Locate anchors not more than 6 inches from top and bottom of frame. Space anchors not more than 26 inches o.c. 6. Head Anchors: Two anchors per head for frames more than 42 inches wide and mounted in metal-stud partitions. 7. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction. a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers. D. Fabricate concealed stiffeners and edge channels from either cold- or hot-rolled steel sheet. E. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) HOLLOW METAL DOORS AND FRAMES 081113 - 6 1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. 2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware. F. Stops and Moldings: Provide stops and moldings around glazed lites and louvers where indicated. Form corners of stops and moldings with butted or mitered hairline joints. 1. Single Glazed Lites: Provide fixed stops and moldings welded on outside of hollow-metal work. 2. Provide fixed frame moldings on outside of exterior and interior doors and frames. 3. Provide loose stops and moldings on inside of hollow-metal work. 4. Coordinate rabbet width between fixed and removable stops with glazing and installation types indicated. 2.7 STEEL FINISHES A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer. 1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with SDI A250.10; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure. 2.8 ACCESSORIES A. Louvers for Fire-Rated Doors: Metal louvers with fusible link and closing device, listed and labeled for use in doors with fire-protection rating of 1-1/2 hours and less. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Air Louvers Inc. b. Anemostat; a Mestek company. c. Louvers & Dampers, Inc.; a Mestek company. 2. Metal and Finish: Hot-dip galvanized steel, 0.040 inch thick, with baked-enamel- or powder-coated finish. B. Mullions and Transom Bars: Join to adjacent members by welding or rigid mechanical anchors. C. Grout Guards: Formed from same material as frames, not less than 0.016 inch thick. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) HOLLOW METAL DOORS AND FRAMES 081113 - 7 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the W ork. B. Examine roughing-in for embedded and built-in anchors to verify actual locations before frame installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. B. Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. 3.3 INSTALLATION A. General: Install hollow-metal work plumb, rigid, properly aligned, and securely fastened in place. Comply with Drawings and manufacturer's written instructions. B. Hollow-Metal Frames: Install hollow-metal frames for doors, transoms, sidelites, borrowed lites, and other openings, of size and profile indicated. Comply with SDI A250.11 as required by standards specified. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. W here frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. b. Install frames with removable stops located on inside of opening. c. Install door silencers in frames before grouting. d. Remove temporary braces necessary for installation only after frames have been properly set and secured. e. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. f. Field apply bituminous coating to backs of frames that will be filled with grout containing antifreezing agents. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) HOLLOW METAL DOORS AND FRAMES 081113 - 8 2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors. a. Floor anchors may be set with powder-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings. 3. Masonry W alls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with grout. 4. In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. 5. Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment, twist, and plumb to the following tolerances: a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall. c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor. C. Hollow-Metal Doors: Fit hollow-metal doors accurately in frames, within clearances specified below. Shim as necessary. 1. Non-Fire-Rated Steel Doors: a. Between Door and Frame Jambs and Head: 1/8 inch plus or minus 1/32 inch. b. Between Edges of Pairs of Doors: 1/8 inch to 1/4 inch plus or minus 1/32 inch. c. At Bottom of Door: 5/8 inch plus or minus 1/32 inch. d. Between Door Face and Stop: 1/16 inch to 1/8 inch plus or minus 1/32 inch. D. Glazing: Comply with installation requirements in Section 088113 "Fire-Resistant Glazing" and with hollow-metal manufacturer's written instructions. 1. Secure stops with countersunk flat- or oval-head machine screws spaced uniformly not more than 9 inches o.c. and not more than 2 inches o.c. from each corner. 3.4 ADJUSTING AND CLEANING A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable. B. Remove grout and other bonding material from hollow-metal work immediately after installation. C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer. END OF SECTION 081113 Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) FLUSH WOOD DOORS 081416 - 1 SECTION 081416 - FLUSH WOOD DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Solid-core doors with wood-veneer faces. 2. Factory finishing flush wood doors. 3. Factory fitting flush wood doors to frames and factory machining for hardware. B. Related Requirements: 1. Section 087100 "Door Hardware" for door hardware for hollow-metal doors. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.4 ACTION SUBMITTALS A. Product Data: For each type of door. Include details of core and edge construction, louvers, and trim for openings. Include factory-finishing specifications. B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; and the following: 1. Dimensions and locations of blocking. 2. Dimensions and locations of mortises and holes for hardware. 3. Undercuts. 4. Doors to be factory finished and finish requirements. C. Samples for Initial Selection: 1. Samples, 4 inches square, for matching factory-finished materials to existing doors. a. Special Instructions: Provide samples to Owner and Architect for separate review. D. Samples for Verification: Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) FLUSH WOOD DOORS 081416 - 2 1. Factory finishes applied to actual door face materials, approximately 8 by 10 inches, for each material and finish. For each wood species and transparent finish, provide set of three Samples showing typical range of color and grain to be expected in finished W ork. a. Special Instructions: Provide samples to Owner and Architect for separate review. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: A qualified manufacturer that is certified for chain of custody by an FSC-accredited certification body and is a certified participant in AW I's Quality Certification Program. B. Vendor Qualifications: A vendor that is certified for chain of custody by an FSC-accredited certification body. 1.6 DELIVERY, STORAGE, AND HANDLING A. Comply with requirements of referenced standard and manufacturer's written instructions. B. Package doors individually in plastic bags or cardboard cartons. C. Mark each door on bottom rail with opening number used on Shop Drawings. 1.7 FIELD CONDITIONS A. Environmental Limitations: Do not deliver or install doors until spaces are enclosed and weathertight, wet work in spaces is complete and dry, and HVAC system is operating and maintaining ambient temperature and humidity conditions at occupancy levels during remainder of construction period. 1.8 WARRANTY A. Special W arranty: Manufacturer agrees to repair or replace doors that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. W arping (bow, cup, or twist) more than 1/4 inch in a 42-by-84-inch section. b. Telegraphing of core construction in face veneers exceeding 0.01 inch in a 3-inch span. 2. W arranty shall also include installation and finishing that may be required due to repair or replacement of defective doors. 3. W arranty Period for Solid-Core Interior Doors: Life of installation. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) FLUSH WOOD DOORS 081416 - 3 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Algoma Hardwoods, Inc. 2. Eggers Industries. 3. Graham W ood Doors; an Assa Abloy Group company. 4. Marshfield Door Systems, Inc. 5. Oshkosh Door Company. B. Source Limitations: Obtain flush wood doors from single manufacturer. 2.2 PERFORMANCE REQUIREMENTS A. Fire-Rated W ood Door Assemblies: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated on Drawings, based on testing at positive pressure in accordance with UL 10C or NFPA 252. 1. Cores: Provide core specified or mineral core as needed to provide fire-protection rating indicated. 2. Edge Construction: Provide edge construction with intumescent seals concealed by outer stile. Comply with specified requirements for exposed edges. 3. Undercuts: Provide 1/2-inch undercut from bottom of door to top of fire-resistant flooring material. 2.3 FLUSH WOOD DOORS, GENERAL A. Quality Standard: In addition to requirements specified, comply with AW I's, AW MAC's, and W I's "Architectural W oodwork Standards." 1. Contract Documents contain selections chosen from options in quality standard and additional requirements beyond those of quality standard. Comply with those selections and requirements in addition to quality standard. B. Certified W ood: Flush wood doors shall be certified as "FSC Pure"or "FSC Mixed Credit" according to FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship," and to FSC STD-40-004, "FSC Standard for Chain of Custody Certification." C. Low-Emitting Materials: Fabricate doors with adhesives and composite wood products that do not contain urea formaldehyde. D. Structural-Composite-Lumber-Core Doors: 1. Structural Composite Lumber: W DMA I.S.10. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) FLUSH WOOD DOORS 081416 - 4 a. Screw W ithdrawal, Face: 700 lbf. b. Screw W ithdrawal, Edge: 400 lbf. E. Mineral-Core Doors: 1. Core: Noncombustible mineral product complying with requirements of referenced quality standard and testing and inspecting agency for fire-protection rating indicated. 2. Blocking: Provide composite blocking with improved screw-holding capability approved for use in doors of fire-protection ratings indicated as needed to eliminate through-bolting hardware. 3. Edge Construction: At hinge stiles, provide laminated-edge construction with improved screw-holding capability and split resistance. Comply with specified requirements for exposed edges. 4. Screw-Holding Capability: 550 lbf per W DMA T.M.-10. 2.4 VENEER-FACED DOORS FOR TRANSPARENT FINISH 1. Grade: Premium, with Grade A faces. 2. Species: Red oak. 3. Cut: Plain sliced (flat sliced). 4. Match between Veneer Leaves: Book match. 5. Assembly of Veneer Leaves on Door Faces: Center-balance match. 6. Pair and Set Match: Provide for doors hung in same opening or separated only by mullions. 7. Room Match: Match door faces within each separate room or area of building. Corridor-door faces do not need to match where they are separated by 20 feet or more. 8. Exposed Vertical Edges: Same species as faces - edge Type A. 9. Core: Structural composite lumber or mineral-cire. 10. Construction: Five or seven plies. Stiles and rails are bonded to core, then entire unit is abrasive planed before veneering. Faces are bonded to core using a hot press. 2.5 FABRICATION A. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of referenced quality standard for fitting unless otherwise indicated. 1. Comply with NFPA 80 requirements for fire-rated doors. B. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI-W DHS-3. Comply with final hardware schedules, door frame Shop Drawings, BHMA-156.115-W , and hardware templates. 2.6 FACTORY FINISHING A. General: Comply with referenced quality standard for factory finishing. Complete fabrication, including fitting doors for openings and machining for hardware that is not surface applied, before finishing. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) FLUSH WOOD DOORS 081416 - 5 1. Finish faces, all four edges, edges of cutouts, and mortises. Stains and fillers may be omitted on bottom edges, edges of cutouts, and mortises. B. Factory finish doors. C. Transparent Finish: 1. Grade: Premium. 2. Finish: AW I's, AW MAC's, and W I's "Architectural W oodwork Standards" System 5, conversion varnish or System 11, catalyzed polyurethane. 3. Staining: As selected by Architect from manufacturer's full range. 4. Effect: Open-grain finish. 5. Sheen: Satin. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine doors and installed door frames, with Installer present, before hanging doors. 1. Verify that installed frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with level heads and plumb jambs. 2. Reject doors with defects. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Hardware: For installation, see Section 087100 "Door Hardware." B. Installation Instructions: Install doors to comply with manufacturer's written instructions and referenced quality standard, and as indicated. 1. Install fire-rated doors according to NFPA 80. C. Factory-Fitted Doors: Align in frames for uniform clearance at each edge. D. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at Project site. 3.3 ADJUSTING A. Operation: Rehang or replace doors that do not swing or operate freely. Cornell University DELTA TAU DELTA CODE REMEDIATION 104 Mary Ann Wood Drive Ithaca, NY 14850 HOLT Project No. 2018029 Addendum-01 (3/5/2019) FLUSH WOOD DOORS 081416 - 6 B. Finished Doors: Replace doors that are damaged or that do not comply with requirements. Doors may be repaired or refinished if W ork complies with requirements and shows no evidence of repair or refinishing. END OF SECTION 081416 GROUND FLOOR PLAN SCALE: 1/8" = GENERAL NOTES FIRST FLOOR PLAN SCALE 1/8"= 1'-0" A. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES, REGULATIONS, GUIDELINES, AND THE CONTRACT DOCUMENTS. B. ALL MATERIAL MEASUREMENTS AND LOCATIONS ARE APPROXIMATE AND FOR GENERAL ORIENTATION ONLY. REFER TO SECTION 02 82 00 FOR APPROXIMATE QUANTITIES AND ADDITIONAL REQUIREMENTS, C. THE PROVISIONS OF ANY SITE-SPECIFIC VARIANCE OBTAINED BY THE CONTRACTOR MAY NOT BE IMPLEMENTED UNTIL APPROVAL IS GIVEN BY THE UNIVERSITY OR THEIR REPRESENTATIVE. D. THE LOCATION OF ANY SITE STORAGE OF MATERIAL, EQUIPMENT, AND WASTE TRAILER/DUMPSTER SHALL BE COORDINATED WITH AND APPROVED BY THE UNIVERSITY OR THEIR REPRESENTATIVE. E. CONTRACTOR IS RESPONSIBLE FOR ALL TOOLS, EQUIPMENT, AND SUPPLIES, THE UNIVERSITY OR THEIR REPRESENTATIVE WILL NOT BE RESPONSIBLE FOR LOST OR STOLEN ITEMS. F. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREAS IN A CLEAN AND SAFE CONDITION. CONTRACTOR SHALL ENSURE THAT UNCERTIFIED PERSONNEL OR UNAUTHORIZED VISITORS DO NOT ENTER ACTIVE WORK AREAS AT ANY TIME. G. ALL ASBESTOS -CONTAINING MATERIAL SHALL BE PROPERLY PACKAGED PRIOR TO BEING REMOVED FROM THE WORK AREA(S). ASBESTOS WARNING LABELS AND INFORMATION ABOUT THE GENERATOR SHALL BE APPLIED TO THE ASBESTOS WASTE BAGS. ALL ASBESTOS -CONTAINING MATERIALS THAT ARE REMOVED FROM THE WORK AREA(S) SHALL BE ACCOMPANIED BY A WASTE SHIPMENT RECORD. THE COMPLETED WASTE SHIPMENT RECORD MUST BE PROVIDED TO THE UNIVERSITY AS PART OF THE CLOSEOUT DOCUMENTATION, ALL ORIGINAL WASTE SHIPMENT RECORDS MUST BE PROVIDED WITHIN 35 DAYS OF THE WASTE LEAVING THE SITE. H. CLEARANCE AIR SAMPLES WILL BE PERFORMED BY PHASE CONTRAST MICROSCOPY (PCM). CONTRACTOR SHALL WEAR ALL PERSONAL PROTECTIVE EQUIPMENT (PPE) AS REQUIRED BY OSHA, A COPY OF THE NEGATIVE EXPOSURE ASSESSMENT SHALL BE MAINTAINED ON SITE IF DIFFERENT PPE IS UTILIZED THAN WHAT IS REQUIRED BY OSHA. J. ANY REMAINING EDGES OF ASBESTOS -CONTAINING FLOOR TILE THAT ARE LOCATED AT THE LIMITS OF ABATEMENT AND ARE NOT SCHEDULED FOR REMOVAL SHALL BE CUT STRAIGHT, ENCAPSULATED AS PER ICR 56-8.4(F), AND SHALL BE IN A SECURE AND INTACT CONDITION SUITABLE FOR INSTALLATION OF REPLACEMENT TILE. COORDINATE EXACT LIMITS OF THE ABATEMENT/REMOVAL ACTIVITIES WITH THE GENERAL CONTRACTOR AND/OR ASSOCIATED TRADE TO ENSURE REMOVAL ACTIVITIES ARE SUFFICIENT TO ACCOMMODATE NEW WORK. SECOND FLOOR PLAN SCALE: 1/8" = ASBESTOS ABATEMENT NOTES AA -1 AA -2 AA -3 AA -4 AA -5 CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF ASBESTOS -CONTAINING FLOOR TILES AT EXISTING DOORWAYS TO ACCOMMODATE REPLACEMENT OF DOOR FRAMES. RESIDUAL MASTIC ASSOCIATED WITH THE FLOOR TILES SHALL REMAIN. REMOVE ANY OVERLYING CARPETING AND/OR NON -ACM FLOORING AT THE THRESHOLD. REMOVE TILES AS NECESSARY TO ALLOW FOR INSTALLATION OF NEW ADA -COMPLIANT DOORWAYS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING PRECISE LIMITS. CUT REMAINING TILES IN A NEAT STRAIGHT LINE AS REQUIRED. REFER TO THE DOOR SCHEDULE AND DETAILS DRAWING A601 FOR PRECISE LOCATIONS, CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO LOOSEN OR DAMAGE ADJACENT TILES CONTRACTOR SHALL NOT USE SOLVENTS TO REMOVE TILES. ALL REMOVED TILES, CARPETING, TILES AND ASSOCIATED DEBRIS SHALL BE PROPERLY DISPOSED. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF SECTIONS OF ASBESTOS -CONTAINING FLOOR TILES TO ACCOMMODATE INSTALLATION OF NEW DOORWAY AT DESIGNATED LOCATION. RESIDUAL MASTIC ASSOCIATED WITH THE FLOOR TILES SHALL REMAIN. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING PRECISE LIMITS. CUT REMAINING FLOOR TILES IN A NEAT STRAIGHT LINE TO ALLOW FOR INSTALLATION OF REPLACEMENT FLOORING. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING THE PRECISE LIMITS OF TILE REMOVAL. CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO LOOSEN OR DAMAGE ADJACENT TILES. CONTRACTOR SHALL NOT USE SOLVENTS TO REMOVE TILES. ALL REMOVED TILES AND ASSOCIATED DEBRIS SHALL BE PROPERLY DISPOSED. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL ASBESTOS -CONTAINING FLOOR TILES IN THE GROUND LEVEL CORRIDORS INDICATED. RESIDUAL MASTIC ASSOCIATED WITH THE FLOOR TILES SHALL REMAIN, EXISTING TILES ARE LOOSE AND DAMAGED. REMOVE ALL TILES UP TO THE THRESHOLD AT EACH DOORWAY. CUT REMAINING FLOOR TILES TO REMAIN AT DOORWAY THRESHOLDS IN NEAT STRAIGHT LINES TO ALLOW FOR INSTALLATION OF REPLACEMENT FLOORING. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING PRECISE LIMITS OF TILE REMOVAL. CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO LOOSEN OR DAMAGE ADJACENT TILES. ALL REMOVED TILES AND ASSOCIATED DEBRIS SHALL BE PROPERLY DISPOSED. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ASBESTOS -CONTAINING FLOOR TILES AT DESIGNATED LOCATIONS TO ACCOMMODATE REMOVAL OF EXISTING DOORS AND TO ALLOW FOR INFILLING WITH NEW CONSTRUCTION. RESIDUAL MASTIC ASSOCIATED WITH THE FLOOR TILES SHALL REMAIN THE ABATEMENT CONTRACTOR SHALL INSTALL THE NEW WALL BASE PLATE UNDER CONTAINMENT AND IN ACCORDANCE WITH THE SITE -WIDE APPROVED VARIANCE 17-0034. CUT TILES TO REMAIN IN THE ADJACENT CORRIDOR AND ROOM IN NEAT STRAIGHT LINES SUITABLE FOR MATCHING REPLACEMENT FLOORING AND TO ALLOW FOR NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING THE PRECISE EXTENT OF FLOOR TILE REMOVAL CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ASBESTOS -CONTAINING FLOOR TILES AT DESIGNATED LOCATION TO ACCOMMODATE NEW CONSTRUCTION TO INFILL EXISTING OPENING. RESIDUAL MASTIC ASSOCIATED WITH THE FLOOR TILES SHALL REMAIN. THE ABATEMENT CONTRACTOR SHALL INSTALL THE NEW WALL BASE PLATE UNDER CONTAINMENT AND IN ACCORDANCE WITH THE SITE -WIDE APPROVED VARIANCE 17-0034. CUT TILES TO REMAIN IN THE ADJACENT CORRIDOR AND ROOM IN NEAT STRAIGHT LINES SUITABLE FOR MATCHING REPLACEMENT FLOORING AND TO ALLOW FOR NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING THE PRECISE EXTENT OF REMOVAL. ALTERNATE 1 AA -6 CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF ASBESTOS -CONTAINING FLOOR TILES AT EXISTING DOORWAYS TO ACCOMMODATE REPLACEMENT OF DOOR FRAMES. RESIDUAL MASTIC ASSOCIATED WITH THE FLOOR TILES SHALL REMAIN. REMOVE ANY OVERLYING CARPETING AND/OR NON -ACM FLOORING AT THE THRESHOLD. REMOVE TILES AS NECESSARY TO ALLOW FOR INSTALLATION OF NEW ADA -COMPLIANT DOORWAYS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING PRECISE LIMITS. CUT REMAINING TILES IN A NEAT STRAIGHT LINE AS REQUIRED. REFER TO THE DOOR SCHEDULE AND DETAILS DRAWING A601 FOR PRECISE LOCATIONS, CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO LOOSEN OR DAMAGE ADJACENT TILES, CONTRACTOR SHALL NOT USE SOLVENTS TO REMOVE TILES. ALL REMOVED TILES, CARPETING, TILES AND ASSOCIATED DEBRIS SHALL BE PROPERLY DISPOSED. - project: DELTA TAU DELTA CODE REMEDIATION address: 104 MARY ANN WOOD DRIVE ITHACA, NEW YORK 14850 client: CORNELL UNIVERSITY ITHACA, NEW YORK WATTS (A% ARCHITECTURE & Vii07 ENGINEERING 95 Perry Street, Suite 300 Buffalo. New York 14203 p: 716.206.5100 1: 716.206.5199 signature and proprietary notes: THIS DOCUMENT. HEREIN, AS AN INSTRUMENT PROPERTY OF WATTS CONSULTANTS, FOR ANY OTHER OF WATTS ARCHITECTURE ALTERATION OR SPECIFICATION, 7209, PROVISION AND AND PROJECT ADDITION PLAN 2 OF seal: P. IS THE ITS PART, LAW. THE IDEAS AND DESIGNS INCORPORATED OF PROFESSIONAL SERVICE, ARCHITECTURE & ENGINEERING AND IS NOT TO BE USED IN WHOLE OR IN WITHOUT THE WRITTEN AUTHORIZATION & ENGINEERING. UNAUTHORIZED TO ANY SURVEY DRAWING, DESIGN, OR REPORT IS A VIOLATION OF SECTION THE NEW YORK STATE EDUCATION drawing history: # date description by ©03/04/2019 Addendum 1 EJ sheet title: ASBESTOS ABATEMENT GROUND, FIRST & SECOND FLOOR PLANS project number: 1801418 drawn by: NK checked by: EJ date: February 4, 2019 scale: 1/8" = 1-0" sheet number: AA 1 0 0 COPYRIGHT © 2019 GROUND FLOOR PLAN SCALE: 118" = 1'-0" GENERAL NOTES EDN FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" A. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES, REGULATIONS, GUIDELINES, AND THE CONTRACT DOCUMENTS. B. ALL MATERIAL MEASUREMENTS AND LOCATIONS ARE APPROXIMATE AND FOR GENERAL ORIENTATION ONLY. REFER TO SECTION 02 82 00 FOR APPROXIMATE QUANTITIES AND ADDITIONAL REQUIREMENTS. C THE PROVISIONS OF ANY SITE-SPECIFIC VARIANCE OBTAINED BY THE CONTRACTOR MAY NOT BE IMPLEMENTED UNTIL APPROVAL IS GIVEN BY THE UNIVERSITY OR THEIR REPRESENTATIVE. D. THE LOCATION OF ANY SITE STORAGE OF MATERIAL, EQUIPMENT, AND WASTE TRAILER/DUMPSTER SHALL BE COORDINATED WITH AND APPROVED BY THE UNIVERSITY OR THEIR REPRESENTATIVE. E. CONTRACTOR IS RESPONSIBLE FOR ALL TOOLS, EQUIPMENT. AND SUPPLIES. THE UNIVERSITY OR THEIR REPRESENTATIVE WILL NOT BE RESPONSIBLE FOR LOST OR STOLEN ITEMS. F. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREAS IN A CLEAN AND SAFE CONDITION. CONTRACTOR SHALL ENSURE THAT UNCERTIFIED PERSONNEL OR UNAUTHORIZED VISITORS DO NOT ENTER ACTIVE WORK AREAS AT ANY TIME. G. ALL ASBESTOS -CONTAINING MATERIAL SHALL BE PROPERLY PACKAGED PRIOR TO BEING REMOVED FROM THE WORK AREA(S). ASBESTOS WARNING LABELS AND INFORMATION ABOUT THE GENERATOR SHALL BE APPLIED TO THE ASBESTOS WASTE BAGS. ALL ASBESTOS -CONTAINING MATERIALS THAT ARE REMOVED FROM THE WORK AREA(S) SHALL BE ACCOMPANIED BY A WASTE SHIPMENT RECORD. THE COMPLETED WASTE SHIPMENT RECORD MUST BE PROVIDED TO THE UNIVERSITY AS PART OF THE CLOSEOUT DOCUMENTATION. ALL ORIGINAL WASTE SHIPMENT RECORDS MUST BE PROVIDED WITHIN 35 DAYS OF THE WASTE LEAVING THE SITE. H. CLEARANCE AIR SAMPLES WILL BE PERFORMED BY PHASE CONTRAST MICROSCOPY (PCM). I. CONTRACTOR SHALL WEAR ALL PERSONAL PROTECTIVE EQUIPMENT (PPE) AS REQUIRED BY OSHA. A COPY OF THE NEGATIVE EXPOSURE ASSESSMENT SHALL BE MAINTAINED ON SITE IF DIFFERENT PPE IS UTILIZED THAN WHAT IS REQUIRED BY OSHA. ANY REMAINING EDGES OF ASBESTOS -CONTAINING FLOOR TILE THAT ARE LOCATED AT THE LIMITS OF ABATEMENT AND ARE NOT SCHEDULED FOR REMOVAL SHALL BE CUT STRAIGHT, ENCAPSULATED AS PER ICR 56-8.4(F), AND SHALL BE IN A SECURE AND INTACT CONDITION SUITABLE FOR INSTALLATION OF REPLACEMENT TILE. COORDINATE EXACT LIMITS OF THE ABATEMENT/REMOVAL ACTIVITIES WITH THE GENERAL CONTRACTOR AND/OR ASSOCIATED TRADE TO ENSURE REMOVAL ACTIVITIES ARE SUFFICIENT TO ACCOMMODATE NEW WORK. EBN SECOND FLOOR PLAN SCALE. 118" = 1-0" ASBESTOS ABATEMENT NOTES AA -1 AA -2 AA -3 AA -4 AA -5 CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF ASBESTOS -CONTAINING FLOOR TILES AND ASSOCIATED ACM MASTIC AT EXISTING DOORWAYS TO ACCOMMODATE REPLACEMENT OF DOOR FRAMES. REMOVE ANY OVERLYING CARPETING AND/OR NON -ACM FLOORING AT THE THRESHOLD. REMOVE TILES AS NECESSARY TO ALLOW FOR INSTALLATION OF NEW ADA -COMPLIANT DOORWAYS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING PRECISE LIMITS. CUT REMAINING TILES IN A NEAT STRAIGHT LINE AS REQUIRED, REFER TO THE DOOR SCHEDULE AND DETAILS DRAWING A601 FOR PRECISE LOCATIONS. CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO LOOSEN OR DAMAGE ADJACENT TILES. CONTRACTOR SHALL NOT USE SOLVENTS TO REMOVE TILES OR MASTIC. ALL REMOVED TILES, CARPETING, TILES., MASTIC OVERLYING NON -ACM FLOORING AND ASSOCIATED DEBRIS SHALL BE PROPERLY DISPOSED. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF SECTIONS OF ASBESTOS -CONTAINING FLOOR TILES AND ASSOCIATED MASTIC TO ACCOMMODATE INSTALLATION OF NEW DOORWAY AT DESIGNATED LOCATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING PRECISE LIMITS. CUT REMAINING FLOOR TILES IN A NEAT STRAIGHT LINE TO ALLOW FOR INSTALLATION OF REPLACEMENT FLOORING. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING THE PRECISE LIMITS OF TILE REMOVAL. CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO LOOSEN OR DAMAGE ADJACENT TILES. CONTRACTOR SHALL NOT USE SOLVENTS TO REMOVE. TILES OR MASTIC. ALL REMOVED TILES, MASTIC AND ASSOCIATED DEBRIS SHALL BE PROPERLY DISPOSED. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL ASBESTOS -CONTAINING FLOOR TILES AND ASSOCIATED MASTIC IN THE GROUND LEVEL CORRIDORS INDICATED. EXISTING TILES ARE LOOSE AND DAMAGED. REMOVE ALL TILES UP TO THE THRESHOLD AT EACH DOORWAY, CUT REMAINING FLOOR TILES TO REMAIN AT DOORWAY THRESHOLDS IN NEAT STRAIGHT LINES TO ALLOW FOR INSTALLATION OF REPLACEMENT FLOORING, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING PRECISE LIMITS OF TILE REMOVAL. CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO LOOSEN OR DAMAGE ADJACENT TILES. ALL REMOVED TILES, MASTIC AND ASSOCIATED DEBRIS SHALL BE PROPERLY DISPOSED. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ASBESTOS -CONTAINING FLOOR TILES AND ASSOCIATED MASTIC AT DESIGNATED LOCATIONS TO ACCOMMODATE REMOVAL OF EXISTING DOORS AND TO ALLOW FOR INFILLING WITH NEW CONSTRUCTION. CUT TILES TO REMAIN IN THE ADJACENT CORRIDOR AND ROOM IN NEAT STRAIGHT LINES SUITABLE FOR MATCHING REPLACEMENT FLOORING AND TO ALLOW FOR NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING THE PRECISE EXTENT OF FLOOR TILE REMOVAL, CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ASBESTOS -CONTAINING FLOOR TILES AND ASSOCIATED MASTIC AT DESIGNATED LOCATION TO ACCOMMODATE NEW CONSTRUCTION TO INFILL EXISTING OPENING. CUT TILES TO REMAIN IN THE ADJACENT CORRIDOR AND ROOM IN NEAT STRAIGHT LINES SUITABLE FOR MATCHING REPLACEMENT FLOORING AND TO ALLOW FOR NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING THE PRECISE EXTENT OF REMOVAL. ALTERNATE 1 AA -6 CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF ASBESTOS -CONTAINING FLOOR TILES AND ASSOCIATED ACM MASTIC AT EXISTING DOORWAYS TO ACCOMMODATE REPLACEMENT OF DOOR FRAMES. REMOVE ANY OVERLYING CARPETING AND/OR NON -ACM FLOORING AT THE THRESHOLD. REMOVE TILES AS NECESSARY TO ALLOW FOR INSTALLATION OF NEW ADA -COMPLIANT DOORWAYS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DELINEATING PRECISE LIMITS. CUT REMAINING TILES IN A NEAT STRAIGHT LINE AS REQUIRED, REFER TO THE DOOR SCHEDULE AND DETAILS DRAWING A601 FOR PRECISE LOCATIONS. CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO LOOSEN OR DAMAGE ADJACENT TILES. CONTRACTOR SHALL NOT USE SOLVENTS TO REMOVE TILES OR MASTIC. ALL REMOVED TILES, CARPETING, TILES; MASTIC OVERLYING NON -ACM FLOORING AND ASSOCIATED DEBRIS SHALL BE PROPERLY DISPOSED. I project: DELTA TAU DELTA CODE REMEDIATION address: 104 MARY ANN WOOD DRIVE ITHACA, NEW YORK 14850 client: CORNELL UNIVERSITY ITHACA, NEW YORK WATTS ak ARCHITECTURE & 15•747000, ENGINEERING 95 Perry Street, Suite 300 Buffalo, New York 14203 p: 716206.5100 6 716.206.5199 signature and seal: • • U. • jam' 291 . 10 proprietary notes: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATTS ARCHITECTURE & ENGINEERING AND ITS CONSULTANTS, AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATTS ARCHITECTURE & ENGINEERING. UNAUTHORIZED ALTERATION OR ADDITION TO ANY SURVEY DRAWING, DESIGN. SPECIFICATION, PLAN OR REPORT IS A VIOLATION OF SECTION 7209, PROVISION 2 OF THE NEW YORK STATE EDUCATION LAW. drawing history: # date description by sheet title: ASBESTOS ABATEMENT GROUND, FIRST & SECOND FLOOR PLANS project number: 1801418 drawn by: NK checked by: EJ date: February 4, 2019 scale: 1/8" = 1'-0" sheet number: AA 1 0 0 COPYRIGHT © 2019 2/4/2019 4:20:10 1 2 3 4 5 6 7 8 9 10 4"8", D1 D2 DOOR TYPE GENERAL NOTES: MAX 100 SQ. IN. FOR 90 MIN. 1. FOR HOLLOW METAL AND WOOD DOORS, STILES AND TOP RAIL TO BE 6" 2. ALL DOORS TO HAVE 10" BOTTOM RAIL PER ICC/ANSI A117.1-2003, 404.2.9 3. THE BOTTOM EDGE OF VISION LITES TO BE 3'-6" AFF PER ICC/ANSI A117.1-2003, 404.2.10 UNLESS OTHERWISE NOTED. \ DOOR TYPES K% 1/4" = 1-0" 1 1/2" ALUMINUM GUARDRAIL 3/4" SQUARE ALUMINUM UPRIGHTS EXISTING CHEEK WALL BEYOND EXISTING STAIR 1' - 0" RAILING AT EXISTING EXTERIOR STAIR 1/2" = 1'-0" TO MATCH EXISTING / • SEALANT, BOTH SIDES, ENTIRE PERIMETER UNDERSIDE OF DECK _...... CEILING PLANE GYPSUM BOARD SOUND ATTENUATION BLANKET PAINT TO MATCH EXITING ADJACENT WALLS METAL STUDS @ 16" OC GYPSUM BOARD WALL BASE. MATCH EXISTING SEALANT, BOTH SIDES, ENTIRE PERIMETER • EXTEND TO UNDERSIDE OF DECK OR TO EXISTING WALL CONSTRUCTION • 1 HOUR RATED, REFER TO UL DESIGN U419 • ACOUSTICAL PERFORMANCE - STC 40 INTERIOR WALL SYSTEM, TYP 1 (IWS-1) \ % 1 1/2" = 1'-0" 2" 2" 2" F1 FRAME TYPES F2 2" N SEE DOOR SCHEDULE NOTES 1/4" = 1'-0" EXISTING CHEEK WALL 1 1/2" HANDRAIL 3/4" SQUARE VERTICAL UPRIGHT SUPPORTS 1/2" X 1" BOTTOM BAR BASE PLATE EXPANSION BOLT /,-1 1/2" zcr /.i\ /,'\ STAIR RAIL SECTION C3 1 1/2" = 1'-0" EXISTING CONCRETE MASONRY UNIT WALL CONSTRUCTION CONCRETE MASONRY UNIT PAINT TO MATCH EXISTING ADJACENT WALLS WALL BASE, MATCH EXISTING • EXTEND TO EXISTING WALL CONSTRUCTION • RATED AS REQUIRED BY CODE, REFER TO UL DESIGN U906 • ACOUSTICAL PERFORMANCE - STC 46 (HOLLOW CORE) A2 INTERIOR WALL SYSTEM, TYPE 2 (IWS-2) 1 1/2" = 1'-0" 3" X 3" X 1/4" BASEPLATE 1 1/2" X 1 1/2" ALUMINUM POST EXPANSION BOLT STAIR RAIL BASE PLATE 1 1/2" = 1'-0" DOOR NUMBER FIRE RATING FRAME DOOR HARDWARE GROUP REMARKS DOOR NUMBER ELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING G0002 1 HR F1 HM A7 A9 D2 HM 3'-0" ME G 3.0 STAIR DOOR G0002 G0044 1 HR F1 HM A7 A9 D2 HM ME ME G 2.0 SALVAGE AND REINSTALL FIRE ALARM HOLD OPEN G0044 G06 1 HR F2 HM A7 A9 D1 HM ME ME 3.0 SEE NOTE 5 BELOW G06 G07 3/4 HR F1 HM A7 A9 D1 HM 3'-0" 6'-8" 1.0 INFILL AREA ABOVE DOOR WITH IWS TYPE 2, CUT CMU BLOCKS G07 10042 3/4 HR F1 HM C7 C9 D1 WD ME ME 2.0 SALVAGE AND REINSTALL FIRE ALARM HOLD OPEN 10042 101 1/2 HR F1 HM C7 C9 D1 WD ME ME 4.0 101 102 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 102 103 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 103 104 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 104 105 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 105 106 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 106 107 1/2 HR Fl HM C7 C9 D1 WD 3'-0" ME 5.0 107 108 1/2 HR F1 HM C7 C9 D1 WD ME ME 4.0 108 109 1/2 HR F1 HM C7 C9 D1 WD ME ME 4.0 109 110 1/2 HR F1 HM C7 C9 D1 WD ME ME 4.0 110 111 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 111 112 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 112 113 3/4 HR F1 HM C7 C9 D1 WD 3'-0" ME 4.0 113 114 3/4 HR F1 HM C7 C9 D2 WD 3'-0" 6'-8" G 1.0 114 120A 3/4 HR F1 HM A7 A9 D1 WD 3'-4" ME 4.0 ADD ALTERNATE No. 1 120A 200 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 4.0 NOTE: ATYPICAL WALL WIDTH 200 201 1/2 HR F1 HM C7 C9 D1 WD ME ME 4.0 201 202 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 202 203 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 203 204 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 204 205 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 205 206 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 206 207 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 207 208 1/2 HR F1 HM C7 C9 D1 WD ME ME 4.0 208 209 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 209 210 1/2 HR F1 HM C7 C9 D1 WD ME ME 4.0 210 211 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 211 212 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 212 213 1/2 HR F1 HM C7 C9 D1 WD 3'-0" ME 5.0 213 214 1/2 HR F1 HM C7 C9 D1 WD ME ME 4.0 214 ABBREVIATIONS LEGEND: ME MATCH EXISTING OPENING G GLASS HM HOLLOW METAL NOTES: 1. REMOVE EXISTING DOORS AND FRAMES AT ALL SCHEDULED DOOR LOCATIONS EXCEPT AT DOORS G07 AND 114 WHICH ARE NEW DOORS AND FRAMES IN NEW OPENINGS 2. PAINT ALL NEW HOLLOW METAL FRAMES AND HOLLOW METAL DOORS. 3. CLEAR FINISH ALL NEW WOOD DOORS. 4. ALL RATED DOORS ARE TO BE INSPECTED BY A 3rd PARTY INSPECTOR ACCORDING TO NFPA 80 AND REPORT PROVIDED TO CORNELL ENVIRONMENTAL HEALTH & SAFETY AND THE AUTHORITY HAVING JURISDICTION (ITHACA BUILDING DEPARTMENT). 5. AT DOOR G06: REMOVE, SALVAGE, CLEAN, AND STORE THE EXISTING METAL DUCT LOUVER FOR REINSTALLATION IN NEW DESIGNATED FRAME. RECONNECT LOUVER DAMPER TO EXISTING FIRE ALARM SMOKE DETECTOR ACTIVATOR AND TEST FOR OPERATION. ALTERNATIVELY, REPLACE WITH NEW LOUVER TO MATCH. VARIES C7 2" HM WRAPPED DOOR HEAD 3" = 1'-0" 3/8" 00 a0 / VARIES WALL CONSTRUCTION HOLLOW METAL FRAME DOOR / 1 15/16" 2 5/8" 1 15/16"' 6 1/2" / VERIFY IN FIELD �A7\' HM INSET 2 INCH HEAD 3" = 1'-0" WALL CONSTRUCTION SEALANT HOLLOW METAL FRAME DOOR oI U) C� 2" HM WRAPPED DOOR JAMB 3" = 1'-0" TYP @ WALL RETURN W_ } WALL CONSTRUCTION HOLLOW METAL FRAME DOOR 3/8'1 5/8" x-1/2" TYPICAL AT yy / WALL RETURN DOOR K N WALL CONSTRUCTION SEALANT GROUTED AND FASTENED HOLLOW METAL FRAME HM INSET 2 INCH JAMB 3" = HOLTARCHITECTS Architecture Planning Interior Design 619 W. State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 01131111.1/4 at.G� Qty ours 04, y/ttOji• Q a� . F� % 7.1 WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISION SCHEDULE NAME DATE c o C) ca ami CO E F- a) ct t� a) UD z c 0 Co 1W 0 -o0 0 S. CU D c o 2 o U 0 DATE: 2/4/2019 PROJECT: 18029 OTHER: DRAWN BY: HS DOOR SCHEDULE AND DETAILS A601 F E B A 1 2 3 4 5 6 7 8 9 10 112 111 110 109 108 107 106 105 104 103 102 101 10042 113 INFILL EXISTING OPENING INCLUDING FLAT ARCH ABOVE NEW DOOR; MATCH ADJACENT WALL THICKNESS AND FINISHES 1 114 C1 A601 1 1 1 1 1 1 1 1 1 120A 208 209 210 211 212 213 214 200 201 202 203 204 205 206 207 KEYED NOTES REMOVE SECTION OF PARTITION TO ENLARGE DOOR OPENING WIDTH APPROXIMATELY 4". REPAIR WALL TO MATCH EXISTING. REPAIR FLOOR WHERE VAT IS REMOVED AT EACH SIDE OF FRAME AS REQUIRED FOR REMOVAL OF EXISTING AND INSTALLATION OF NEW FRAMES. COLOR TO BE SELECTED BY ARCHITECT TO MATCH EXISTING FLOORING AS CLOSELY AS POSSIBLE. TOUCH UP WALL PAINT AT FRAMES TO MATCH EXISTING. 1 1 1 1 1 1 1 1 1 1 1 1 G0044 G0002 G06 G07 2 REMOVE EXISTING DOOR AND INFILL WITH CONSTRUCTION TO MATCH ADJACENT WALLS AND FINISHES PROVIDE OPENING FOR NEW DOOR: SAWCUT AND REMOVE CMU, PROVIDE 1/2" X WIDTH OF WALL STEEL PLATE LINTEL WITH 4" BEARING EACH END. SHORE CMU ABOVE DURING REMOVAL AND INSTALLATION. SHORTEN AND CAP EXISTING ELECTRICAL RACEWAY TO ACCOMMODATE NEW DOOR OPENING PROVIDE 20A GFI OUTLET PER NEC 2014 210.8(B) FOR RELOCATED REFRIGERATOR ON WEST WALL. CONFIRM LOCATION WITH OWNER RELOCATE EXISTING LIGHT FIXTURE AND (2) 2 1/2" EMPTY TEL/DATA CONDUITS TO HIGHER ON WALL OR CEILING TO ACCOMMODATE NEW DOOR OPENING PROVIDE WOOD TRIM TO FINISH EXISTING WOOD PANELING TO NEW DOOR FRAME. ALL SIDES. 4' - 0" +/- ALIGN WITH CMU COURSING RELOCATE EXISTING LIGHT SWITCH. PROVIDE COVERPLATE AT JUNCTION BOX AND SURFACE RACEWAY. REMOVE AND REINSTALL DRYWALL SOFFIT AT CEILING OVER DOOR G06 TO FACILITATE DUCT DISCONNECTION AND RECONNECTION FOR NEW DOOR FRAME INSTALLATION. RECONNECT DUCT DAMPER AND CONNECTION TO LOCAL SMOKE DETECTOR . REMOVE SECTION OF FIN COVER FROM WALL TO WINDOW JAMB TO FIT RELOCATED REFRIGERATOR. CAP END. REL. REF. WALL TYPE: SEE A601 X 1/8" = 1'-0" A4 FIRST FLOOR KEY PLAN A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 619 W. State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. DATE: PROJECT: OTHER: DRAWN BY: 2/4/2019 4:27:57 PM104 Mary Ann Wood Drive, Ithaca, NYA101 GROUND, FIRST & SECOND FLOOR PLANS 2/4/2019 Cornell UniversityDelta Tau Delta18029 HS Code Remediation 1/8" = 1'-0" C8 SECOND FLOOR KEY PLAN 1/8" = 1'-0" A1 GROUND FLOOR KEY PLAN ALIGN WITH DOOR JAMB NEW STAIR RAILS GENERAL FLOOR PLAN NOTES 1 REFER TO ASBESTOS DRAWING AA-100 AND SPECIFICATION SECTION 02 82 00 FOR FLOORING ABATEMENT SCOPE. 2 PATCH FLOOR WHERE ASBESTOS FLOOR TILE IS REMOVED WITH NEW VCT. 2 PROVIDE FLOOR TRANSITION STRIP BETWEEN NEW VCT FLOORIING AND EXISTING CARPET. REVISION SCHEDULE NAME DATE