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VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TABLE OF CONTENTS Page 1 DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 00 02 0 NOTICE TO BIDDERS 00 10 0 INSTRUCTIONS TO BIDDERS 00 30 1 BID FORM 00 43 25 SUBSTITUTION REQUEST FORM (DURING BIDDING) 00 43 30 SUBCONTRACTORS AND MATERIALS LISTING 00 45 19 NON-COLLUSION AFFIDAVIT 00 50 00 CONTRACTING FORMS AND SUPPLEMENTS 00 52 13 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR WHERE THE BASIS FOR PAYMENT IS A STIPULATED SUM (AIA DOCUMENT A101-2007) 00 61 13 PERFORMANCE AND PAYMENT BOND FORM (AIA DOCUMENT A312-1984) 00 62 11 SUBMITTAL TRANSMITTAL FORM (SAMPLE) 00 62 76 APPLICATION AND CERTIFICATE FOR PAYMENT (AIA DOCUMENT G702-1992) 00 62 76.13 CONTINUATION SHEET (AIA DOCUMENT G703-1992) 00 62 76.16 CONSENT OF SURETY TO REDUCTION IN OR PARTIAL RELEASE OF RETAINAGE (AIA DOCUMENT G707A-1994) 00 63 13 REQUEST FOR INTERPRETATION FORM (RFI) 00 63 53 WORK CHANGES PROPOSAL REQUEST FORM (AIA DOCUMENT G709-2001) 00 63 63 CHANGE ORDER FORM (AIA DOCUMENT G701-2001) 00 65 16 CERTIFICATE OF SUBSTANTIAL COMPLETION FORM (AIA DOCUMENT G704-2000) 00 65 19.13 CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS (AIA DOCUMENT G706- 1994) 00 65 19.16 CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS (AIA DOCUMENT G706A-1994) 00 65 19.19 CONSENT OF SURETY COMPANY TO FINAL PAYMENT (AIA DOCUMENT G707-1994) 00 72 00 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA DOCUMENT A201- 2007) 00 73 00 SUPPLEMENTARY CONDITIONS 00 73 36 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 00 73 73.23 MEDICARE AND MEDICAID ACCOUNTING REQUIREMENTS ---------- ST. VINCENT HOSPITALS AND HEALTH SERVICES – CONTRACTOR/VENDOR ORIENTATION AND REFERENCE MANUAL DIVISION 01 - GENERAL REQUIREMENTS 01 01 0 SUMMARY OF WORK 01 14 00 WORK RESTRICTIONS 01 23 00 ALTERNATES ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TABLE OF CONTENTS Page 2 01 29 00 PAYMENT PROCEDURES 01 33 00.13 SUBMITTAL PROCEDURES (WITHOUT DOCUNET) 01 35 33 INFECTION CONTROL PROCEDURES 01 40 00 QUALITY REQUIREMENTS 01 42 00 REFERENCES 01 50 00 TEMPORARY FACILITIES AND CONTROLS 01 60 00 PRODUCT REQUIREMENTS 01 73 00 EXECUTION 01 73 29 CUTTING AND PATCHING 01 77 00 CLOSEOUT PROCEDURES 01 78 23 OPERATION AND MAINTENANCE DATA 01 78 39 PROJECT RECORD DOCUMENTS 01 79 00 DEMONSTRATION AND TRAINING DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 05 73 WOOD TREATMENT 06 10 00 ROUGH CARPENTRY 06 40 00 ARCHITECTURAL WOODWORK 06 61 16 SOLID SURFACING FABRICATIONS DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 21 00 THERMAL INSULATION 07 81 16 CEMENTITIOUS FIREPROOFING 07 84 00 FIRESTOPPING 07 92 00 JOINT SEALANTS DIVISION 08 - OPENINGS 08 12 13 HOLLOW METAL FRAMES 08 14 16 FLUSH WOOD DOORS 08 31 00 ACCESS DOORS AND PANELS 08 71 00 DOOR HARDWARE 08 81 00 GLASS GLAZING DIVISION 09 - FINISHES 09 05 60 COMMON WORK RESULTS FOR FLOORING PREPARATION 09 21 16 GYPSUM BOARD ASSEMBLIES 09 65 00 RESILIENT FLOORING ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TABLE OF CONTENTS Page 3 09 91 00 PAINTING AND FINISHING 09 96 00 HIGH-PERFORMANCE COATINGS DIVISION 10 - SPECIALTIES 10 26 00 WALL AND DOOR PROTECTION DIVISION 21 – FIRE SUPPRESSION 21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 13 13 FIRE-SUPPRESSION PIPING DIVISION 22 - PLUMBING 22 05 00 COMMON WORK RESULTS FOR PLUMBING 22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING 22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 22 07 00 PLUMBING INSULATION 22 11 16 DOMESTIC WATER PIPING 22 13 16 STORM, SANITARY WASTE AND VENT PIPING 22 42 00 PLUMBING FIXTURES 22 63 13 MEDICAL GAS PIPING DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING 23 05 00 COMMON WORK RESULTS FOR HVAC 23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC 23 07 00 HVAC INSULATION 23 31 13 METAL DUCTS 23 33 00 AIR DUCT ACCESSORIES 23 37 13 DIFFUSERS, REGISTERS, AND GRILLES 23 39 00 NON-ASPIRATING UNIDIRECTIONAL FLOW INTEGRATED CEILING SYSTEM DIVISION 26 – ELECTRICAL 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 26 05 36 CABLE TRAYS FOR ELECTRICAL SYSTEMS 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 24 16 PANELBOARDS ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TABLE OF CONTENTS Page 4 26 24 40 ISOLATION PANELBOARDS 26 27 26 WIRING DEVICES 26 28 13 FUSES 26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 29 13 ENCLOSED CONTROLLERS 26 51 00 INTERIOR LIGHTING DIVISION 27 – COMMUNICATIONS 27 05 00 COMMON WORK RESULTS FOR COMMUNICATIONS 27 41 33 MASTER ANTENNA TELEVISION SYSTEM 27 51 16 PUBLIC ADDRESS AND MASS NOTIFICATION SYSTEMS 27 52 23 NURSE CALL/CODE BLUE SYSTEMS 27 60 00 SYSTEM ROUGH-IN REQUIREMENTS DIVISION 28 – ELECTRONIC SAFETY AND SECURITY 28 05 00 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY 28 31 00 FIRE ALARM Bidding Requirements and Division 0 Contract Forms ST. VINCENT CARMEL HOSPITAL NOTICE TO BIDDERS Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00020-1 BSA LifeStructures #04610072.00 _______________________________________________________________________ BID GROUP Notice (by invitation only) is hereby given that bids will be received: By: Summit Construction Co., Inc. 1107 Burdsal Parkway Indianapolis, IN 46208 Fax: 317-264-2529 For: St. Vincent Carmel Hospital Spine O.R. Room Renovation/Build Out 13500 N. Meridian St. Carmel, IN 46032 At: Summit Construction Co., Inc. 1107 Burdsal Parkway Indianapolis, IN 46208 Attn: Dan Overbeck Until 2:00 P.M. local time, February 16, 2011. Bids received after these times will be returned unopened. Non-solicited bids will be returned unopened. Complete and detailed Bidding Documents for the Work are on file and may be examined at the following locations: GENERAL CONTRACTOR ARCHITECT/ENGINEER SUMMIT CONSTRUCTION CO., INC. BSA LifeStructures 1107 Burdsal Parkway 9365 Counselors Row Indianapolis, IN 46208 Indianapolis, IN 46240 317/634-6112 FAX 317/264-2529 317/819-7878 FAX 317/819-7288 ST. VINCENT CARMEL HOSPITAL NOTICE TO BIDDERS Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00020-2 BSA LifeStructures #04610072.00 _______________________________________________________________________ The Owner is: St. Vincent Carmel Hospital Summit Construction Co., Inc. is the General Contractor for the project. Separate bids will be received for various packages of the work. The Work for which proposals are requested include all services, labor, materials, tools and equipment as required to complete Work in accordance with Documents prepared by BSA Lifestructures and all Local, State and other governing agencies. PRE-BID CONFERENCE: None Scheduled. SITE INSPECTION: Site walkthroughs are encouraged for most, required for Mechanical, Fire Protection, and Electrical. Walkthroughs involving access to the existing facility areas shall be coordinated with Summit and the hospital. Bidding Documents may be obtained by invited bidders from Summit Construction for a refundable deposit of $50. Contact Diane Crowder @ Summit’s office for such requests. Indiana State Gross Retail and Use Tax is to be excluded from the bid price, as the Owner is tax exempt. The Owner reserves the right to reject any and all bids, is not obligated to accept the lowest or any other bid, and may waive formalities in bidding procedures. No bidder shall withdraw or cancel his bid or any part thereof for ninety (90) days after the time designated or the receipt of bids. The successful bidder(s) may be required to furnish a Performance and Labor & Material Payment Bond for 100% of the contract amount prior to execution of contract(s). Bids are required to be executed on the Bid Form included in the Bid Documents. A non- collusion affidavit and a satisfactory financial statement may be requested. All Bids will be opened and reviewed privately. END OF DOCUMENT ST. VINCENT CARMEL HOSPITAL INSTRUCTIONS TO BIDDERS Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00100-1 BSA LifeStructures #04610072.00 _______________________________________________________________________ GENERAL INSTRUCTIONS 1.01 DEFINITIONS A. All Definitions set forth in the General Conditions of the Contract for Construction, AIA Document A201/1997, are applicable to these Instructions to Bidders. 1.02 BIDDING DOCUMENTS A. The Bidding Documents are the Bidding and General Requirements, the Project Manual, the Drawings, and any addenda issued prior to receipt of bids. B. Documents are on file and may be examined or obtained for bidding purposes as stated in the Notice to Bidders. C. Documents used for bidding purposes shall remain the property of the Architect, and shall be returned to the General Contractor within fifteen (15) days after receipt of bids in order to receive bid deposit. 1.03 ADDENDA DURING BIDDING A. Any additional information required by the Bidders, revisions in the work, changes or additions, discrepancies in the Bidding Documents, or clarifications will be in the form of Addenda written and issued by the Architect to all recorded document holders as of the date of such Addenda. B. All Addenda issued prior to the time and date set for bidding shall become a part of the Bidding Documents and Bidders shall list by number and date on their proposal, all Addenda which have been received prior to submittal of the bid. The lump sum bid amount shall include all work described by all such Addenda. It shall be the Bidder's responsibility to determine that he has received all Addenda, since no extra costs will be allowed by failure of the Bidder to do so. C. Any Bidders in doubt as to the true meaning of any part of the Bidding Documents shall submit, no later than five (5) days prior to the date set for receipt of bids, a written request to the General Contractor for an interpretation thereof. All interpretations of the Bidding Documents will be made by Addendum. Requests/questions should be faxed or emailed to Summit Construction to the attention of Dan Overbeck at (317/264-2529) or doverbck@summitconst.com. 1. No oral, telephonic or telegraphic instructions or information shall be binding on the Owner, Architect, General Contractor or Bidder unless confirmed by an Addendum. 1.04 SUBSTITUTIONS AND APPROVALS DURING BIDDING A. Whenever products or materials are specified as "Standards" or they are otherwise named, approval of other equal quality products shall be obtained by requesting in writing and presenting for evaluation, such product or material, to the Architect, no later than seven (7) days prior to date set for receipt of bids. Submittals circumventing the above time frame will not be processed. 1. If approval is granted, product or material will be added by Addendum. ST. VINCENT CARMEL HOSPITAL INSTRUCTIONS TO BIDDERS Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00100-2 BSA LifeStructures #04610072.00 _______________________________________________________________________ 2. No direct reply will be made to any requests for changes, but any requested changes approved by the Architect will be stated in an Addendum issued to all prime bidders. 3. Issuance of Bidding Documents does not constitute approval of products, materials or subcontractors. 1.05 BIDDER'S REPRESENTATION A. Each bidder, by making his bid, represents that he has read and understands the bidding documents. B. Each bidder by making his bid represents that he has visited the site and familiarized himself with the local conditions under which the Work is to be performed. 1. No additional costs of any type will be allowed by the failure of the Bidder to avail himself of the privilege of a complete and thorough, on-site inspection. C. Note: 1. Summit Construction Co., Inc. is the General Contractor for the project. Summit may be doing some of the construction work. 2. If you have questions regarding the technical Specification Sections please contact Dan Overbeck at Summit Construction. Faxed (317/264- 2529) or emailed (doverbck@summitconst.com) questions will receive a faster response, but telephone calls will be accepted. Direct contact with the architect and engineers will be allowed, however, if the bidding contractor feels that bidding clarification needs to be made he should contact Summit Construction in writing with the items of concern. 3. Additional drawings may be available from Summit Construction. Please contact Diane Crowder (317/634-6112). 4. This is a tax exempt project. 5. Permits: The main building permit will be obtained by Summit Construction. Each contractor is to obtain all necessary trade permits that are required for his work. 6. No Construction equipment or tools will be provided by the Owner or the General Contractor during the course of the project. 7. Each contractor is responsible for cleanup on an ongoing, continual basis. In addition, there may be a general cleanup every Friday afternoon in which all contractors will participate as related to the areas in which work is being performed at that time. This is a high profile site and the owner wishes to have the site kept organized, clean and safe. If any contractor does not participate in the ongoing or general cleanup operations this work will be performed by others and backcharged to the contractor. Dumpsters will be provided by Summit. 8. If any hazardous materials or contaminated soil is discovered the General Contractor is to be notified as soon as possible. These conditions will be addressed separately by the Owner. 9. The Owner may have additional contractors at the site. All trade contractors are required to coordinate with each other and the General Contractor. 10. The Owner is St. Vincent Carmel Hospital. ST. VINCENT CARMEL HOSPITAL INSTRUCTIONS TO BIDDERS Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00100-3 BSA LifeStructures #04610072.00 _______________________________________________________________________ 1.06 PREPARATION OF BIDS A. Bids shall be submitted on the Bid Form. B. Bids shall be completely and correctly filled out using ink or typewriter, with signatures in ink. 1. Prices shall be stated both in figures and in writing and in the event of a discrepancy between the writing and the figures, the written amount shall govern. C. Bids shall be signed personally by the Bidder, by a partner or a duly authorized officer for a corporation, and shall give the Bidder's business address and telephone number. D. Any interlineation, alteration, or erasure will be grounds for rejection of the Bid. Bids shall contain no recapitulation of the work to be done. E. Bids shall be based on the materials, construction, equipment and methods named or drawings, and any addenda issued prior to receipt of bids. F. Upon request, bids shall be accompanied by the following supplemental documents, all properly signed and notarized: 1. Non-Collusion Affidavit 2. Financial Statement 1.07 BID SUBMITTAL A. Proposals shall be marked with the Bid Item Number for which the bid is being submitted, the bidder's name and business address, and bearing the following caption: 1. Proposal for: St. Vincent Carmel Hospital Spine O.R. Room Renovation/Build Out Bid Item # _____. 2. Proposals may be addressed & delivered to or fax transmitted to: Summit Construction Co., Inc. 1107 Burdsal Pkwy. Indianapolis, IN 46208 Fax: 317-264-2529 1.08 MODIFICATION OF BIDS A. Modification of Bids already submitted will be accepted by letter, or telegram if received by the Owner prior to the date and hour set for the receipt of bids. Such modifications should be addressed to the above address. 1.09 WITHDRAWAL OF BIDS A. Bids may be withdrawn at any time prior to the scheduled time for receipt of bids. ST. VINCENT CARMEL HOSPITAL INSTRUCTIONS TO BIDDERS Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00100-4 BSA LifeStructures #04610072.00 _______________________________________________________________________ 1. Withdrawn bids may not be resubmitted. 2. Bids shall not be withdrawn for a period of ninety (90) days after the receipt of bids without consent of the Owner. 1.10 BIDDER'S QUALIFICATIONS A. Upon request, each prime bidder shall furnish the required qualification information, a financial statement which shall be used to establish the acceptability of any or all bidders. END OF SECTION ST. VINCENT CARMEL HOSPITAL BID FORM Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00301-1 BSA LifeStructures #04610072.00 ______________________________________________________________________ To: SUMMIT CONSTRUCTION COMPANY, INC. General Contractor For: St. Vincent Carmel Hospital Spine O.R. Room Renovation/Build Out Summit Job No. 11102 From: _ (Name of Bidder) (Address of Bidder) __________________________________________________________________________ (City, State & Zip) __________________________________________________________________________ (Phone) & (Fax Number) __________________________________________________________________________ (Date) For: Bid Item(s): Work, under this Contract shall include all services, materials and labor, including equipment necessary to complete work as described in the Bid Documents. Attach to this bid form a copy of your current labor rates to be applied to this project. The undersigned bidder, with a complete understanding of 1) existing conditions at the project site 2) all bid documents (including any addenda acknowledged hereinafter), as prepared by BSA LifeStructures, their consultants and Summit Construction, hereby propose to complete _____________________________________________________________________ __________________________________________________________________________________ for the project, in full and complete accordance with the requirements of the bidding documents, for the lump sum base bid price of: BID ITEM: PHASE: 1 or 2 (circle) BASE BID LUMP SUM: $ Could you provide, if requested, Labor & Material Payment Bond and Performance Bond (Yes ___ No ___) If yes, what would be the cost to provide this bonding $ Anticipated Durations: 1. Submittal requirements from date of award __________ work days. 2. Delivery of schedule critical material from submittal approval. Provide detail of specific materials if necessary .__________ work days ST. VINCENT CARMEL HOSPITAL BID FORM Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00301-2 BSA LifeStructures #04610072.00 ______________________________________________________________________ BID ITEM: PHASE: 1 or 2 (circle) BASE BID LUMP SUM: $ If yes, what would be the cost to provide this bonding $ Anticipated Durations: 1. Submittal requirements from date of award __________ work days. 2. Delivery of schedule critical material from submittal approval. Provide detail of specific materials if necessary .__________ work days BID ITEM: PHASE: 1 or 2 (circle) BASE BID LUMP SUM: $ If yes, what would be the cost to provide this bonding $ Anticipated Durations: 1. Submittal requirements from date of award __________ work days. 2. Delivery of schedule critical material from submittal approval. Provide detail of specific materials if necessary .__________ work days BID ITEM: PHASE: 1 or 2 (circle) BASE BID LUMP SUM: $ If yes, what would be the cost to provide this bonding $ Anticipated Durations: 1. Submittal requirements from date of award __________ work days. 2. Delivery of schedule critical material from submittal approval. Provide detail of specific materials if necessary .__________ work days BID ITEM: PHASE: 1 or 2 (circle) BASE BID LUMP SUM: $ If yes, what would be the cost to provide this bonding $ Anticipated Durations: 1. Submittal requirements from date of award __________ work days. 2. Delivery of schedule critical material from submittal approval. Provide detail of specific materials if necessary .__________ work days ST. VINCENT CARMEL HOSPITAL BID FORM Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00301-3 BSA LifeStructures #04610072.00 ______________________________________________________________________ BID QUALIFICATIONS/CLARIFICATIONS: ALTERNATES: NO. DESCRIPTION COST FOR ASSOCIATED BID ITEM SCOPE UNIT PRICES: DESCRIPTION UNIT $/UNIT ST. VINCENT CARMEL HOSPITAL BID FORM Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00301-4 BSA LifeStructures #04610072.00 ______________________________________________________________________ PROPOSED SCHEDULE: (If different from the "Preliminary Construction Schedule" presented in a forthcoming Bid Clarification.) RECEIPT OF ADDENDA/CLARIFICATION(S): The undersigned also acknowledges receipt of: Addendum No. Dated Addendum No. Dated Clarification No. Dated Clarification No. Dated CONTRACTORS FEES FOR CHANGE ORDERS: We submit the following percentages to be applied to the direct cost of labor, material, equipment, services, taxes and insurance in determining the total cost of changes in the Work: A. For Work performed by our own forces, ______percent of direct cost. (Maximum acceptable percentage is 15%) B. For Work performed by subcontractors, ______percent of subcontractors’ prices. (Maximum acceptable percentage is 5%) SUPPLEMENTAL DOCUMENTS: 1. Non-Collusion Affidavit – Be prepared to submit upon request 2. Financial Statement – Be prepared to submit upon request ST. VINCENT CARMEL HOSPITAL BID FORM Carmel, IN Spine O.R. Room Renovation/Build Out SECTION 00301-5 BSA LifeStructures #04610072.00 ______________________________________________________________________ AUTHORIZATION OF BID: When Bidder is Individual: (Witness) (Bidder) Date: When Bidder is a Partnership: (Name of Partnership (Address) (Partner) (Partner) (Partner) Date: When Bidder is a Corporation (Name of Corporation) (Address) By: (President) Date: Attest: Corporate Seal The Owner reserves the right to reject any and all proposals. Time is of the essence, therefore the Owner also reserves the right to award based upon ability to perform the Work. END OF BID FORM ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBSTITUTION REQUEST FORM (DURING BIDDING) 00 43 25 - 1 SECTION 00 43 25 - SUBSTITUTION REQUEST FORM (DURING BIDDING) PROJECT: St. Vincent Carmel Hospital 13500 North Meridian Street Carmel, Indiana 46032 BSA LIFESTRUCTURES PROJECT NUMBER: 04610072 In accordance with PRODUCTS, Paragraph 1.4.B, of the INSTRUCTIONS TO BIDDERS, the following material, products, systems and/or equipment are submitted for review of the Architect/Engineer. If approval is given for Bidding purposes, Contractor understands that such approval is for manufacturer only and will not relieve the Contractor's responsibility for furnishing a complete and workable installation, including space considerations, consistent with the requirements and intent of the Contract Documents. All Bidding approvals are issued by written Addendum only SECTION SECTION TITLE ARTICLE/PARAGRAPH MATERIAL/PRODUCT/SYSTEM/EQUIPMENT MANUFACTURER/ADDRESS/PHONE DESCRIPTION: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBSTITUTION REQUEST FORM (DURING BIDDING) 00 43 25 - 2 PREVIOUS INSTALLATIONS: MODIFICATIONS REQUIRED TO ACCOMMODATE SUBSTITUTE : ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBSTITUTION REQUEST FORM (DURING BIDDING) 00 43 25 - 3 REVIEW REQUESTED BY: (PRIME BIDDER) BY: TITLE: APPROVED BY: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 PROPOSED SUBCONTRACTORS AND MATERIALS FORM 00 43 30 - 1 SECTION 00 43 30 - PROPOSED SUBCONTRACTORS AND MATERIALS FORM PART 1 - GENERAL 1.1 INSTRUCTIONS A. Do not remove this form from the Project Manual. Blank forms may be provided to all Bidders of Record prior to bid due date. If forms are not received by a date at least five (5) days before bid due date, please contact the Architect/Engineer. B. On forms provided or photocopies of this form, fill in the blank spaces adjacent to each item listed. Fill blanks by typewriter or printing legibly in ink. C. The Subcontractors and Materials Listing form shall be signed by the same person/persons signing the Bid Form. D. Failure to submit this listing shall be grounds for disqualification of the Bid. E. The submission of the listing of subcontractors and materials does not guarantee approval. In every case, all subcontractors and materials shall comply with the letter and intent of the Contract Documents. F. The Architect/Engineer and Owner reserve the right to reject any material or subcontractor that in their opinion does not satisfy the requirements of the Contract Documents. G. The Architect/Engineer and Owner reserve the right to choose the subcontractors or materials for any particular item that the Bidder fails to list, lists more than one manufacturer, or lists an unacceptable manufacturer or subcontractor for the item in question. H. Bidders shall not use terminology "As Specified" on the Subcontractors and Materials Listing, but shall indicate specifically the product or subcontractor proposed. When more than one product is specified (i.e., door hardware), a separate list shall be prepared by the Contractor to identify the manufacturer of each product. Whenever the terminology "or approved equal" is used in the Contract Documents, refer to PRODUCTS - Paragraph 1.4 in the Instruction to Bidders. All approved substitutions will be named in an Addendum issued to all Prime Bidders of Record. I. Bidders must choose the materials from the referenced standards or the acceptable manufacturers listed in the Quality Assurance or Manufacturers article of each section of the Project Manual. Responsibilities of the "Acceptable Manufacturers" and of the Bidders, regarding compliance of the chosen manufacturers' products with the contract requirements, are defined in the Instructions to Bidders. Only substitutions authorized by procedures outlined in the Instruction to Bidders are accepted. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 PROPOSED SUBCONTRACTORS AND MATERIALS FORM 00 43 30 - 2 J. Acceptance of Bid Alternates (if any) after the bid date or after the submittal of the Subcontractor and Materials List is not a valid reason to modify the Subcontractors and Materials list. Include Subcontractor and Manufacturer/Material listing for each bid alternate, as applicable, if different from the Base Bid listing. K. The approved listing shall be the basis of the Agreement. Substitutions after receipt of bids will be allowed only as provided for in Division 01 Section ”Product Requirements”. L. Modifications to the submitted Subcontractor and Materials list are not permitted unless agreed to by the Architect/Engineer and Owner. SECTION TITLE SUBCONTRACTOR MANUFACTURER 06 05 73 Wood Treatment 06 10 00 Rough Carpentry 06 40 00 Architectural Woodwork 06 61 16 Solid Surfacing Fabrications 07 21 00 Thermal Insulation 07 81 16 Cementitious Fireproofing 07 84 00 Firestopping 07 92 00 Joint Sealants 08 12 13 Hollow Metal Frames 08 14 16 Flush Wood Doors 08 31 00 Access Doors and Panels 08 71 00 Door Hardware 08 81 00 Glass Glazing 09 05 60 Common Work Results for Flooring ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 PROPOSED SUBCONTRACTORS AND MATERIALS FORM 00 43 30 - 3 SECTION TITLE SUBCONTRACTOR MANUFACTURER Preparation 09 21 16 Gypsum Board Assemblies 09 65 00 Resilient Flooring 09 91 00 Painting 09 96 00 High-Performance Coatings 10 26 00 Wall and Door Protection 21 05 00 Common Work Results for Fire Suppression 21 13 13 Fire-Suppression Piping 22 05 00 Common Work Results for Plumbing 22 05 23 General-Duty Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 00 Plumbing Insulation 22 11 16 Domestic Water Piping 22 13 16 Storm, Sanitary Waste and Vent Piping 22 42 00 Plumbing Fixtures 22 63 13 Medical Gas Piping ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 PROPOSED SUBCONTRACTORS AND MATERIALS FORM 00 43 30 - 4 SECTION TITLE SUBCONTRACTOR MANUFACTURER 23 05 00 Common Work Results for HVAC 23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 00 HVAC Insulation 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 37 13 Diffusers, Registers, and Grilles 23 39 00 Non-Aspirating Unidirectional Flow Integrated Ceiling System 26 05 00 Common Work Results for Electrical 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 36 Cable Trays for Electrical Systems 26 05 53 Identification for Electrical Systems ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 PROPOSED SUBCONTRACTORS AND MATERIALS FORM 00 43 30 - 5 SECTION TITLE SUBCONTRACTOR MANUFACTURER 26 24 16 Panelboards 26 24 40 Isolation Panelboards 26 27 26 Wiring Devices 26 28 13 Fuses 26 28 16 Enclosed Switches and Circuit Breakers 26 29 13 Enclosed Controllers 26 51 00 Interior Lighting 27 05 00 Common Work Results for communications 27 11 00 Communications Equipment Room Fittings 27 41 33 Master Antenna Television System 27 51 16 Public Address and Mass Notification Systems 27 52 23 Nurse Call/Code Blue Systems 27 60 00 System Rough-In Requirements 28 05 00 Common Work Results for Electronic Safety and Security 28 31 00 Fire Alarm ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 PROPOSED SUBCONTRACTORS AND MATERIALS FORM 00 43 30 - 6 M. Provide the following information: Mechanical Subcontractor: Sheetmetal Subcontractor: Electrical Subcontractor: Submitting Contractor: By: Date: PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ NON-COLLUSION AFFIDAVIT 00 45 19 - 1 NON-COLLUSION AFFIDAVIT TO: STATE OF Indiana ) SS: COUNTY Fulton THE UNDERSIGNED BIDDER, BY ITS OFFICERS, AGENTS, OR REPRESENTATIVES, BEING DULY SWORN, ON THEIR OATHS SAY THAT NEITHER THEY NOR ANY OF THEM, HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF THE STATE OF INDIANA WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO SUCH OTHER BIDDER OF PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER, OR SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM HAS NOT, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, WHICH TENDS TO OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE ATTACHED BIDS; THAT NO INDUCEMENT OF ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE BID WILL BE SUGGESTED, OFFERED, PAID, OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACT, NOR HAS THIS BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER, WITH ANY PERSON WHOMSOEVER TO PAY, DELIVER TO, OR SHARE WITH ANY OTHER PERSON, IN ANY WAY OR MANNER, ANY OF THE PROCEEDS OF THE CONTRACT SOUGHT BY THIS BID. (BIDDER OR AGENT) (FIRM OR CORPORATION) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ NON-COLLUSION AFFIDAVIT 00 45 19 - 2 SUBSCRIBED AND SWORN TO BEFORE ME BY THIS DAY OF 200_ MY COMMISSION EXPIRES: (NOTARY PUBLIC) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CONTRACTING FORMS AND SUPPLEMENTS 00 50 00 - 1 SECTION 005000 - CONTRACTING FORMS AND SUPPLEMENTS PART 1 - GENERAL 1.1 SUMMARY A. This section describes forms required for the project. Other bidding documents including this section are made available to assist the Bidder in preparing the bid. B. Related Sections include the following: 1. Division 00 Section, “Invitation to Bid” for specific bidding information regarding this project. 2. Division 00 Section, “Instructions to Bidders” for specific bidding information critical to submitting a bid. 3. Division 00 Section, “Non-Collusion Affidavit” for form to attach to bid. 1.2 TABLE OF ARTICLES A. BID FORMS J. CERTIFICATE OF SUBSTANTIAL COMPLETION B. AGREEMENTS K. CONTRACTOR’S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS C. PERFORMANCE BOND AND PAYMENT BOND L. CONTRACTOR’S AFFIDAVIT OF RELEASE OF LIENS D. CERTIFICATE OF INSURANCE M. CONSENT OF SURETY TO REDUCTION IN OR PARTIAL RELEASE OF RETAINAGE E. SUBCONTRACTOR AND MATERIAL LIST N. CONSENT OF SURETY TO FINAL PAYMENT F. APPLICATION AND CERTIFICATE FOR PAYMENT O. PRODUCT REVIEW REQUEST G. WORK CHANGES PROPOSAL REQUEST P. REQUEST FOR INTERPRETATION - RFI H. CHANGE ORDER Q. CONTRACTORS QUALIFICATION STATEMENT I. SUBMITTAL TRANSMITTAL R. ST. VINCENT HOSPITALS AND HEALTH SERVICES – CONTRACTOR/VENDOR ORIENTATION AND REFERENCE MANUAL ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CONTRACTING FORMS AND SUPPLEMENTS 00 50 00 - 2 PART 2 - PRODUCTS 2.1 GENERAL A. Bid Forms: 1. Bid forms will be sent in adequate copies to all Bidders of record. See sample form enclosed in Project Manual. B. Agreement: 1. The form of Agreement to be used for this Project shall be AIA Document A101, 2007 Edition, entitled: "Standard Form of Agreement Between Owner and Contractor" where basis of payment is a STIPULATED SUM. C. Performance Bond and Payment Bond: 1. The form of Performance Bond used for this Project shall be AIA Document A312, 1984 Edition, entitled: "Performance Bond and Payment Bond." D. Certificate of Insurance: 1. The Contractor shall furnish the Owner and Architect/Engineer certificates of insurance as described in the General Conditions and Amendments. Use Contractor’s insurance company standard form. E. Products and Subcontractor List: 1. The Contractor shall submit on the form provided, in the manner described in the instructions, a listing of the products proposed for incorporation into the Work and the names of Subcontractors, persons, or organizations proposed for the principal portions of the Work not done by his own forces. The Architect/Engineer will provide forms to all Prime Bidders of Record. F. Application and Certificate for Payment: 1. Applications for Payment shall be submitted in five (5) copies on AIA Documents G702 and G703, 1992 Edition, entitled, "Application and Certificate for Payment" and “Continuation Sheet”. Forms shall include the Schedule of Values as approved by the Architect/Engineer and the Owner, the amounts requested for the particular partial payment, and the other information listed on the form. Each copy shall be notarized and bear the wet signature of the authorized person. The form shall be accompanied by such data substantiating the Contractor's right to such partial payment, including waivers of lien if required by the Owner. G. Work Changes Proposal Request: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CONTRACTING FORMS AND SUPPLEMENTS 00 50 00 - 3 1. When changes in the Contract Documents are contemplated, the Architect/Engineer will issue a Proposal Request following Article 12 of the General Conditions. This Proposal Request will be on the AIA Document G709 – 2001 Edition entitled, "Work Changes Proposal Request". H. Change Order: 1. When changes occur in the Work or Contract Documents of such magnitude as to alter the Contract Time and/or Sum, the Architect/Engineer, following Article 12 of the General Conditions, will issue a written authorization for that change on AIA Document G701, 2001 Edition, form entitled, “Change Order,” as annotated. I. Submittal Transmittal: 1. Use this form for all submittals required in Division 01 Section, “Submittal Procedures”. J. Certificate of Substantial Completion: 1. The Certificate of Substantial Completion will be in the form of AIA Document G704, 2000 Edition, and will be issued by the Architect/Engineer following Article 9 of the General Conditions. K. Contractor’s Affidavit of Payment of Debts and Claims: 1. The Contractor shall submit, following Article 9 of the General Conditions, five (5) copies of the Affidavit of Payment of All Debts and Claims on AIA Document G706, 1994 Edition. Each copy shall be notarized and bear the wet signature of the authorized person. L. Contractor’s Affidavit of Release of Liens: 1. The Contractor shall submit, following Article 9 of the General Conditions, five (5) copies of the Affidavit of Release of Liens on AIA Document G706A, 1994 Edition. Each copy shall be notarized and bear the wet signature of the authorized person. M. Consent of Surety to Reduction in or Partial Release of Retainage: 1. When reduction or partial release of retainage is authorized by the Owner, the Contractor shall submit, pursuant to Article 9 of the General Conditions, the "Consent of Surety to Reduction In or Partial Release of Retainage" on AIA Document G707A, 1994 Edition. N. Consent of Surety Company to Final Payment: 1. The Contractor shall submit, following Article 9 of the General Conditions, the Consent of Surety Company to Final Payment on AIA Document G707, 1994 Edition. O. Substitution Request: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CONTRACTING FORMS AND SUPPLEMENTS 00 50 00 - 4 1. The Substitution Request Formt used for this project is included in this portion of the Project Manual. Refer to the Instructions to Bidders for product review methodology. P. Request for Interpretation – RFI: 1. When supplemental information and/or clarification of the Contract Documents are required during the construction phase, the Contractor shall request such information and/or clarification by submitting a Request for Interpretation. Use a copy of the form contained in this portion of the Project Manual. PART 3 - EXECUTION (NOT USED) END OF SECTION 00 50 00 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL TRANSMITTAL FORM 00 62 11-1 SECTION 006211 - SUBMITTAL TRANSMITTAL FORM (SAMPLE) SUBMITTAL COVER SHEET Submittal: Insert Project Manual Section Number – Number of times issues (i.e. 1,2,3) Action: Insert Action taken here Status Status of Submittal/Issue Date Ball in Court: Insert Responsible Person's Completed: Insert date completed PROJECT NAME: Insert Project Name Here PROJECT NUMBER: Insert Architect/Engineer's Project Number Here SUBMITTAL COVER SHEET DATE SENT: Insert submittal date here PRIME CONTRACTOR Insert Contractor's Project Manager Enter Contractor's name Address City, State, Zip Code Phone: 000-000-0000 SUB CONTRACTOR Insert the Subcontractor Contact Here DESIGNER: Insert Architect/Engineer Contact BSA LifeStructures Inc. 9365 Counselors Row Indianapolis, IN 46240 Phone: 317-819-7878 Fax: 317-819-7288 REMARKS: Use this space to comment or describe special conditions for the submittal ATTACHMENTS: Indicate all attachments included in submittal here. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REQUEST FOR INTERPRETATION (RFI) CONTRACTOR: Date: RFI #: TO: BSA LifeStructures Inc. [ Applicable Reference: 9365 Counselors Row Indianapolis, IN 46240 Specification Section #: FAX: (317) 819-7288 Contract Drawing #: REGARDING: Requested Response Time (minimum 5 working days): SUBJECT: QUESTION: CONTRACTOR’S RECOMMENDED RESOLUTION: ARCHITECT/ENGINEER RESPONSE: Attachments: Construction Administrator Date Clarification to Follow: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ Proposal Request to Follow: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUPPLEMENTARY CONDITIONS 00 73 00 - 1 SECTION 007300 - SUPPLEMENTARY CONDITIONS PART 1 - GENERAL 1.1 AMENDMENTS TO GENERAL CONDITIONS A. The General Conditions for this Project shall be the American Institute of Architects' Document A201, "General Conditions of the Contract for Construction," Sixteenth Edition, 2007, Articles 1 through 14, inclusive, 44 pages as amended, and hereinafter referred to as the "General Conditions." Such document is specifically made a part of the Contract Documents. B. The following amendments shall modify, delete, and supplement the General Conditions. Where any Article, Paragraph, or Subparagraph in the General Conditions is supplemented by one of the following Paragraphs, the provisions of such Article, Paragraph, or Subparagraph shall remain in full force and effect and the supplemental provisions shall be considered as added thereto. Where any Article, Paragraph, or Subparagraph in the General Conditions is amended, deleted, voided, or superseded by any of the following Amendments, the provisions of such Article, Paragraph, or Subparagraph not so amended, deleted, voided, or superseded shall remain in full force and the order and numbering of subsequent articles, Paragraphs or Subparagraphs shall be changed to read as if in sequence. C. Refer to other Division 00 documents for additional supplemental requirements. D. Whenever the word "Architect" appears with the AIA Document and these supplements, change it to the word "Architect/Engineer." PART 2 - AMENDMENT ARTICLES 2.1 ARTICLE 1 A. Subparagraph 1.1.1: Include the following sentence: "The Contract Documents shall also include Invitation to Bidders, Instructions to Bidders, Bid Form, Subcontractors and Materials Listing, Contractor’s Non-Collusion Affidavit, and all portions of Addenda relating to Bidding requirements. B. "1.5.2.2: Having visited the project site, the Contractor realizes the function of the existing facility is primarily health care ; therefore, proper provisions have been included in the Contract Amount for construction cleaning, removal of construction dirt and debris from adjacent corridors, and any other areas, protection of existing and adjacent departments , maintaining services to the occupied facilities and for occasional interruptions in the progress of the Work, dictated by patient care and ongoing adjacent activities." ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUPPLEMENTARY CONDITIONS 00 73 00 - 2 2.2 ARTICLE 2 A. "2.2.5 The Contractor will be furnished, free of charge, up to a maximum of fifteen (15) sets of Drawings and Project Manuals for the execution of the Work. Should additional sets be required, they can be purchased from the Architect/Engineer on a non-refundable basis." 2.3 ARTICLE 3 (NO CHANGE) 1. 2.4 ARTICLE 4 (NO CHANGE) 2.5 ARTICLE 5 (NO CHANGE) 2.6 ARTICLE 6 (NO CHANGE) 2.7 ARTICLE 7 (NO CHANGE) 2.8 ARTICLE 8 (NO CHANGE) 2.9 ARTICLE 9 (NO CHANGE) 2.10 ARTICLE 10 (NO CHANGE) 2.11 ARTICLE 11 A. Subparagraph 11.1.2: Add the following Subparagraph 11.1.2.1: 1. "11.1.2.1 The insurance required by Subparagraph 11.1.1 shall be written for not less than the following limits, or greater if required by law: 2. Workmen's Compensation: a. State Statutory b. Applicable Federal (e.g., Longshoremen's): Statutory c. Employer's Liability: 1) $500,000 per Accident 2) $500,000 Disease, Policy Limit 3) $500,000 Disease, Each Employee ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUPPLEMENTARY CONDITIONS 00 73 00 - 3 3. Comprehensive or Commercial General Liability (including Premises-Operations; Independent Contractors' Protective; Products and Completed Operations; Broad Form Property Damage): a. Bodily Injury: 1) $2,000,000 Each Occurrence 2) $2,000,000 Aggregate b. Property Damage: 1) $2,000,000 Each Occurrence 2) $2,000,000 Aggregate c. Products and Completed Operations to be maintained for 5 years after final payment: 1) $2,000,000 Aggregate d. Property Damage Liability Insurance shall provide X, C, and U coverage. e. Broad Form Property Damage Coverage shall include Completed Operations. 4. Contractual Liability: a. Bodily Injury: 1) $2,000,000 Each Occurrence 2) $2,000,000 Aggregate b. Property Damage: 1) $2,000,000 Each Occurrence 2) $2,000,000 Aggregate 5. Personal Injury, with Employment Exclusion deleted: a. $2,000,000 Aggregate 6. Business Auto Liability (including owned, non-owned and hired vehicles): a. Bodily Injury: 1) $2,000,000 Each Person 2) $2,000,000 Each Occurrence b. Property Damage: 1) $2,000,000 Each Occurrence ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUPPLEMENTARY CONDITIONS 00 73 00 - 4 7. Umbrella Excess Liability: a. May be utilized to achieve the above limits B. Paragraph 11.1: Amend this Paragraph by adding Subparagraph 11.1.5 as follows: 1. "11.1.5 The Contractor, in connection with the above mentioned Workmen's Compensation and Occupational Disease Insurance, shall furnish to the Owner, prior to commencement of the Work, duly executed and validated forms as prescribed by the local authority having jurisdiction showing that such insurance is in full force and effect." 2.12 ARTICLE 12 (NO CHANGES) 2.13 ARTICLE 13 (NO CHANGES) 2.14 ARTICLE 14 (NO CHANGES) PART 3 - (NOT USED) END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 00 73 36 - 1 SECTION 007336 - EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS PART 1 - GENERAL 1.1 THE CONTRACTOR SHALL MAINTAIN POLICIES OF EMPLOYMENT AS FOLLOWS: A. The Contractor and the Contractor's Subcontractors shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, or national origin. The Contractor shall take affirmative action to insure that applicants are employed, and that employees are treated during employment without regard to their race, religion, color, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies of non-discrimination. B. The Contractor and the Contractor's Subcontractors shall, in all solicitations or advertisements for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex, or national origin. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ MEDICARE AND MEDICAID ACCOUNTING REQUIREMENTS 00 73 73.23 - 1 SECTION 007373.23 - MEDICARE AND MEDICAID ACCOUNTING REQUIREMENTS PART 1 - GENERAL 1.1 ADD THE FOLLOWING SUPPLEMENTARY CONDITION TO THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AS PARAGRAPH 13.8, SPECIAL ACCOUNTING REQUIREMENTS: A. Special Accounting Requirements: 1. All Contractors, including subcontractors in accordance with paragraph 5.3.1, all Equipment and Material Suppliers, and any other Provider of material or services for the Project shall make their books, records, and documents available to fiscal intermediaries so that the reasonable costs of services can be determined in accordance with the requirements of the Centers For Medicare And Medicaid Services (CMS). When requested, Contractor shall make such records and documents available to the Secretary of the United States Department of Health and Human Services (HHS) as are required to ascertain compliance with Section 952 of the Omnibus Reconciliation Act. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION ST. VINCENT HOSPITALS AND HEALTH SERVICES CONTRACTOR/VENDOR ORIENTATION AND REFERENCE MANUAL Prepared by: St. Vincent Carmel Hospital, Inc. 13500 N. Meridian Street Carmel, Indiana 46032 CONTRACTOR/VENDOR ORIENTATION VALIDATION FORM It is required that all Contractors/Vendors read the Orientation and Reference Manual before performing any contracted services at any St.Vincent affiliated facility. After reading and clearly understanding the information contained in the Orientation and Reference Manual, each Contractor/Vendor is required to sign and date this form. This form is to be returned to the appropriate Facility Manager for validation and filing purposes. COMPANY NAME: ______________________________________________________ SIGNATURE: ___________________________________________________________ DATE: _________________________________ Contractor/Vendor Orientation and Reference Manual/August 2007 1 TABLE OF CONTENTS General Requirements and Training Responsibility 3 Fire Safety 5 Hazard Communication 6 Chemical Spill Response 7 Lockout/Tagout 7 Confined Space Entry 8 Personal Protective Equipment 9 Bloodborne Pathogens 10 Tuberculosis (TB) 10 Contractor/Vendor Orientation and Reference Manual/August 2007 2 St. Vincent Contractor/Vendor Orientation Manual by St. Vincent Hospitals and Health Care Centers, Inc. Revised August 2007 This manual has been designed for the contractor/vendor performing services at St. Vincent Hospital to use as an orientation to the Hospital's safety procedures. A broad area of safety responsibility is covered. It is contractor/vendor's responsibility to review the manual thoroughly prior to working at any hospital facility. ********************************* EMERGENCY CONTACTS For chemical spill or medical emergency inside Indianapolis and Carmel Hospitals call: 8-2000 For fire inside Indianapolis Hospital, call: 8-2000 For fire inside Carmel Hospital, call: 582-7272 For fire or emergency at other facilities, call: 911 NON-EMERGENCY NUMBERS Security Indianapolis 338-2297 Carmel 582-7272 Facilities Services Indianapolis 338-2126 Carmel 582-7124 Safety Officer Indianapolis 338-6788 Carmel 582-8115 GENERAL REQUIREMENTS AND TRAINING RESPONSIBILITY Orientation/Training All outside contract employees and vendors must review the orientation/training information provided in this booklet by St. Vincent before performing any work at any St. Vincent facility. Depending on the activity or extent of work you are completing, some of the sections will not apply and in some areas additional orientation/training may be required. Contractors and vendors will be notified if additional requirements need to be met before the commencement of an activity. Enforcement of Safety Regulations St. Vincent Hospital and Health Services is first and foremost concerned about the safety and well being of our patients, visitors, associates and contract employees. Contractors and vendors are expected to be concerned for their own safety and the safety of others. Compliance with St. Vincent policies, procedures and governmental safety regulations is required, as well as correction of any deficiencies noted during the completion of a project. Indianapolis: North West Lot, white lined area Carmel: West of Professional Office Building in white striped area Sign In/Check In Upon arrival, all individuals must contact the department for which they will be working. Between the hours of 1600 and 0600, all individuals must sign in with Security at the main security office, which is located by the Emergency Department entrance at the Indianapolis or Carmel Hospitals. Identification All individuals must wear their company's identification badge, St. Vincent contractor identification badge or other identification deemed appropriate by Security at all times. Insurance Each contractor must provide documentation of insurance and all pertinent permits related to the contracted work. Fire Systems/Creating Smoke Dust or Mists When work that creates smoke, dust or mists is performed, the fire detection system in the area of work must be rendered inoperable so that the dust or smoke does not accidentally activate the alarm system. Contact Security Services to complete the correct fire alarm interruption permit. Burn Permit Policy It is the responsibility of the contractor to obtain a burn permit prior to welding, brazing, soldering, or open flame work of any type. To obtain a burn permit, the contractor is to get with the trade section in which he or she has been contracted to work. It is the responsibility of the trade associate to explain the burn permit policy to the contractor and inspect the area in which the work is being performed. No Smoking Policy There will be no smoking at any St. Vincent facility, inside or outside. This policy, effective January 1, 2006, will be strictly enforced and contractors will be sanctioned up to and including termination of contract. Asbestos St. Vincent Indianapolis has sprayed asbestos fireproofing in the chase area above the false ceiling and has asbestos containing floor tiles in certain areas of the building. The asbestos in the building is managed so that it does not present a hazard to our guests or associates. For this reason, any contractor conducting work above the ceiling or completing work that involves disturbing floor tiles, should contact Facilities Services before beginning any work and must follow the appropriate hospital policies in relation to asbestos management. Warning Signs and Labels Contractors are expected to observe and obey all warning signs and labels. These include, but are not limited to the following: conducive to the safety of patients, visitors and hospital associates. Should a life-threatening situation exist, preservation of human life should take priority. During a Code R.A.C.E., which is the code name for fire, try to remain calm. The greatest danger in most fires is panic. NEVER SHOUT FIRE! Person(s) Discovering Fire/Smoke Upon discovery of fire or smoke, try to notify a St. Vincent associate and implement the following procedures: 1. RESCUE and remove person(s) in immediate danger from the hazardous area to an area of safety. (Only if this can be done safely and without putting yourself in immediate danger.) 2. ACTIVATE alarm and report the fire/smoke as quickly as possible in the following manner: a. Pull the nearest alarm (usually located near exits). It is important to pull the fire alarm as quickly as possible. Activation of the alarm sends an immediate signal for help to the fire department and to St. Vincent Telecommunications. b. Call St. Vincent Telecommunications at extension "82000" when at the Indiana- polis, Stress Center, and Carmel hospitals and: i. give exact location of fire/smoke; ii. identify what is burning and how extensive the situation is; iii. give your name and the extension number of the telephone you are calling from 3. CONTAIN the area to isolate the fire by closing all windows and doors. Also, all doors and windows on the floor above and the floor below must be closed. 4. EXTINGUISH the fire by utilizing available resources (extinguishers, blankets, water, etc.) if you have been trained on how to use them. a. Consider the importance of personal safety. b. All hospital fire extinguishers are A-B-C rated and can be used on any type of fire. All subcontractors are responsible for providing and displaying fire extinguishers if work is performed in a project in which hospital- owned extinguishers are not accessible or when hospital-owned extinguishers are not within 50 feet of project. GENERAL FIRE SAFETY 1. Ensure hallways are kept clear to enable rapid escape in the event of an emergency. 2. Do not block fire doors in an open position. Doors must be able to close automatically in the event of a fire. The Occupational Safety and Health Administration (OSHA) is a governmental agency instituted to ensure safety in the work place. OSHA requires employers to inform their employees of hazardous chemicals in their work area as their "Right-to- Know." Overall responsibilities for organization and maintenance of the Hazard Communication Program (HCP) are assigned to the Indianapolis and Carmel Health and Safety Specialists. Inventory and Evaluation All contract employees are responsible for making the MSDS available for each chemical substance they bring onto the grounds or in any St. Vincent facility for use. An inventory of chemicals in use within St. Vincent's facilities has been performed by reviewing Material Safety Data Sheets (MSDSs) on hand and by questioning departmental supervisors. The Indianapolis and Carmel Safety Officer(s) will maintain a master file of all hazardous chemical MSDSs. The MSDS database is located on the St. Vincent Intranet, right side under FYI and identified as Maxcom – Material Safety Data Sheets. Access to MSDS's Associates and contract employees have open access to all MSDSs for chemicals used by St. Vincent. Contract employees can reference the MSDSs located in their work area at any time or may receive a copy of any MSDS by contacting the Safety Officer or the Carmel Safety Officer. Container Labeling Requirements All containers of hazardous materials shall be labeled in English. All labels include the material's identity, name of manufacturer and appropriate hazard warnings. One common labeling format utilizes the National Fire Protection Association's (NFPA) hazardous material sign. The readily recognized NFPA "diamond" colorfully indicates health, fire, reactivity and specific hazard information by numerically rating the degree of hazard on a scale of 0 to 4. The higher the number, the greater the hazard. The top section is for "Fire" and is in Red. The left section is "Health Hazard" and is in Blue. The right section is "Reactivity" and is in Yellow. The bottom section of the diamond is White and is reserved for "Special Hazards" such as "reacts with water." Labels for any hazardous substance may also be obtained by contacting the Safety Officers. Definition and Classifications of Hazardous Chemicals OSHA defines a hazardous chemical as "any chemical which is a physical or health hazard." Events, which could devastate our work environment, such as fire and explosion, are Sensitizers: a chemical that causes a substantial portion of exposed people to develop an allergic reaction in normal tissue after repeated exposure, e.g., contrast agents. Exposure to acute health hazards requires immediate attention. An example of an accident involving an acute health hazard is an Oncology nurse getting splashed with a chemotherapeutic drug. Chronic hazards may not produce their effects immediately. The results from these hazards are usually long term, and can be irreparable. The main types of chronic hazards are carcinogenicity, teratogenicity, mutagenicity and long-term organ effects. An example of a chronic health hazard is asbestos. Construction workers at the hospital wear respirators and coveralls to decrease their exposure to asbestos. Additionally, all asbestos removal in the hospital is performed in a negative pressure containment by a licensed asbestos abatement company. CHEMICAL SPILL RESPONSE Early detection of an accidental spill or leak of a hazardous chemical is very important. An individual's five senses are used for detection. SEE the spill, leak or fire. HEAR an explosion or leak. SMELL a leak or gas release. TOUCH a box that is damp from a leak. TASTE a chemical leak from an aerosol. Do not intentionally smell, touch or taste a chemical in an effort to identify it. Inhalation, skin absorption and ingestion are routes of entry for chemicals into the body. In the event of a chemical spill or release requiring emergency response, evacuate immediate area and call: 82000 Indianapolis and Carmel Hospitals 911 Other Off-Site Facilities LOCKOUT AND TAGOUT The Lockout/Tagout program establishes procedures for attachment of appropriate lockout and tagout devices for energy isolation and disabling of a machine or system. These procedures prevent unexpected energization. Special Provisions for Contract Employees 1. All outside service personnel who must perform maintenance, servicing, or repair to a machine or system are required to read Facilities Services Policy Lockout/Tagout and follow requirements in Occupational Safety and Health Administration lockout/ tagout regulation 1910.147. 2. The hospital is to be informed of the contractor lockout/tagout procedures. 3. All equipment/systems, which are to be serviced by outside personnel, will be tagged/ locked out first by a hospital associate. The CONFINED SPACE ENTRY All St. Vincent Hospital and Health Service facilities have developed a confined space entry policy to conduct safe operations during confined space entry. The policy is designed to comply with OSHA confined space entry standard, 29 CFR 1910.146 and supersedes all previous St. Vincent confined space entry policies and procedures. The confined space entry program applies to all St. Vincent personnel, contractors, and site visitors who may enter confined work spaces such as, but not limited to, underground storage tanks (USTs), process vessels, ventilation ducts, utility vaults, boilers, incinerators, etc. The general policy of St. Vincent states that employees, subcontractors and site visitors are to avoid confined space entry situations. In the event that an entry must be conducted, all provisions of the Confined Space Entry policy must be strictly applied. All confined spaces are identified as a "confined space" or "permit required confined space" with signage to prevent unauthorized entry into these spaces. Special Provisions for Contractors Any St. Vincent contractor performing a permit required confined space entry at a St. Vincent facility or in conjunction with a St. Vincent project must comply with all provisions of the St. Vincent Confined Space Entry program and any additional provisions that may be required by the contractor's confined space program. All confined space entries performed by the contractor must be coordinated through St. Vincent. The following information is to be supplied to the Manager of Facility Services and the hospital Safety Officer: 1. Confined space entry location, date and time 2. Explanation of entry and duration 3. Equipment used: respirators retrieval equipment monitoring equipment ventilating equipment 4. Training supplied to confined space team 5. Permits used St. Vincent will inform contractor personnel of any specific known confined space hazards and applicable St. Vincent safety and emergency procedures. PERSONAL PROTECTIVE EQUIPMENT: TYPES AND TRAINING INFORMATION The following sections provide some specific information and general guidelines on different categories of PPE that are or might be used at St. Vincent Hospital. Contractors/ Vendors should read and review the sections that address the PPE that they will be utilizing and obtain any required department or job specific information from their Each affected person who wears prescription glasses while engaged in operations that involve eye hazards shall wear eye protection that incorporates the prescription in the design, or shall wear eye protection that can be worn over the prescription lenses without disturbing the proper position of the prescription lenses or the protective lenses. All eye protectors used at St. Vincent must meet the following minimum requirements: Bear the name of manufacturer and the symbol "Z-87"* on the side-bar or template. Adequately protect against the particular hazards for which they are designed; Be reasonably comfortable when worn under the designated conditions; Fit snugly without interfering with the movements or vision of the wearer; Be durable; Be capable of being disinfected; Be easily cleaned; and Be kept clean and in good repair. *Note: Shaded eyewear used with lasers or welding is required to meet appropriate ANSI standards other than Z-87. Head Protection Wearing of protective helmets is required when working in areas where there is a potential for injury to the head from falling objects. Protective helmets designed to reduce electrical shock hazard shall be worn when working near exposed electrical conductors which could contact the head. Arm and Hand Protection Use of appropriate hand protection is required when hands are exposed to hazards such as those from skin absorption of harmful substances; severe cuts or lacerations; severe abrasions; punctures; chemical burns; thermal burns; and harmful temperature extremes. Injuries to arms and hands are burns, cuts, electrical shock, amputation, and absorption of chemicals. There is a wide assortment of gloves, hand pads, and sleeves available for protection against various hazardous situations. The protective device should be selected to fit the job. For example, some gloves are designed to protect against specific chemical hazards. What is good to protect against one chemical might be totally ineffective against another. Permitted Clothing/Work Attire Denim, blue jean pant or khaki pants are permitted provided they are free of tears, holes or disfigured appearance. Shorts are not permitted on any interior project. Shirts must be collared and free of tears, holes and any type of advertisement deemed offensive or non-professional. St. Vincent Hospitals reserve all rights to determine appropriate attire or cracked soles or has had a heavy object fall on the safety toe should also be replaced. BLOODBORNE PATHOGENS Where potential exposure to blood and body fluids is likely, the contractor's/vendor's employer is responsible for OSHA bloodborne pathogens training. Contractors/vendors who need additional information on personal protective equipment requirements should contact the unit's/department's charge person or bloodborne pathogens trainer. TUBERCULOSIS (TB) Contractors/vendors will not routinely be permitted to enter isoloation, procedure or patient rooms where a suspect or known TB patient is present and unmasked. If a contractor/vendor is required to enter such an area to fulfill a contractual obligation, the unit charge person must be notified. The contractor will then be supplied with a positive air-purifying respirator (PAPR) to wear. St. Vincent Hospitals and Health Services Risk Management Department 2001 West 86th Street PO Box 40970 Indianapolis, Indiana 46240-0970 St. Vincent Carmel Hospital Quality Management Department 13500 N. Meridian Carmel, Indiana 46032 For more than a century, St. Vincent has kept sight of the Daughters of Charity philosophy, aptly portrayed by the three doves that make up St. Vincent’s guiding symbol. The doves represent the three spheres of care, which form St. Vincent’s wholistic approach – equal attention to the needs of the body, mind and spirit through patient care, education and research. This philosophy of care is reflected in St. Vincent’s Core Values: Service of the Poor Generosity of spirit for persons most in need Reverence Respect and compassion for the dignity and diversity of life Integrity Inspiring trust through personal leadership Wisdom Integrating excellence and stewardship Creativity Courageous innovation Dedication Affirming the hope and joy of our ministry Contractor/Vendor Orientation and Reference Manual/August 2007 10 General Requirements Division 01 ST. VINCENT CARMEL HOSPITAL SUMMARY OF WORK Carmel, IN SECTION 01010-1 Spine O.R. Room Renovation/Build Out BSA LifeStructures #04610072.00 _______________________________________________________________________________ GENERAL 1.01 SUMMARY OF WORK A. The work involves renovation of some of the existing hospital facilities. B. Work for the construction of the project will be under separate prime contracts with Summit Construction Co., Inc., 1107 Burdsal Parkway, Indianapolis, IN 46208. Summit has been retained by the Owner as General Contractor and will coordinate the construction of the project. All questions, contractor submittals and correspondence shall be directed to Summit Construction. C. Related requirements specified elsewhere: 1. General Conditions - Section 01012 2. Submittals and substitutions - Section 01300 3. Temporary Facilities and Services - Section 01500 4. Project Close-out - Section 01700 D. Contractor's Duties: 1. Except as specifically noted, provide and pay for: a. Labor, materials, tools and equipment. b. Fees c. Licenses d. Permits 2. Give required notices. 3. Comply with codes, ordinances, rules, regulations, orders, and other legal requirements of public authorities which bear on performance of work. 4. Cooperate and coordinate with other Contractors on Project. 5. Promptly submit written notice to the General Contractor of observed variance of Contract Documents from legal requirements. 6. Each Contractor shall verify all grades, lines, levels, and dimensions indicated on the drawings and shall report any inconsistencies before commencing work. E. Move any stored products which interfere with operations of Owner and other Contractors. F. Obtain and pay for use of additional storage or work areas needed for operations. G. GENERAL PROVISIONS 1. Contractors shall read and be thoroughly familiar with all the material contained in the Project Manual and shall insure that their Subcontractos are thoroughly familiar with the same. 2. Contractos shall be aware, and shall make their Subcontractors aware, that the requirements in the section of Division 1 pertain to all the Work, and they are as binding on each section of these Specifications as if they were repeated in each section in their entirety. H. COOPERATION AND COORDINATION: ST. VINCENT CARMEL HOSPITAL SUMMARY OF WORK Carmel, IN SECTION 01010-2 Spine O.R. Room Renovation/Build Out BSA LifeStructures #04610072.00 ________________________________________________________________________________ 1. The Contractor shall assume full responsibility for scheduling and coordinating the Work of all Subcontractors. a. The Contractor shall make monthly reports to the Owner and Architect/Engineer regarding the performance of each Subcontractor. I. CONTRACTS: 1. Work will be constucted under one unified Prime Contract for construction. a. The Contract will be based on payment in the form of a Stipulated Sum. 1.02 SCHEDULE AND PHASING A. An approved progress schedule will be developed by the General Contractor and successful bidders after contracts are awarded and material delivery dates can be established. The preliminary schedule included as part of specification section 01310 should be used as reference for bidding purposes. The contractor must furnish materials, equipment, labor and any other items necessary at the times necessary in order to maintain ongoing construction schedule progress, intermediate milestones and overall project completion. 1.03 GENERAL REQUIREMENTS PROVIDED BY THE GENERAL CONTRACTOR AND OWNER A. Project office and telephone for use by the Owner, General Contractor and Architect and for emergency use. B. Basic fire extinguisher protection for the new shell building construction areas as required by applicable laws. C. First Aid supplies will be available in Summit's field office. First aid supplies used by the contractors shall be replaced or paid for by the contractor as/if required by the General Contractor. 1.04 CONTRACTORS USE OF PREMISES A. Confine operations at site to areas permitted by: 1. Law 2. Ordinance 3. Permits 4. Contract Documents B. Do not unreasonably encumber site with materials or equipment. C. Do not load structure with weight that will endanger structure. D. Assume full responsibility for protection and safekeeping of products stored on site. E. Move any stored products which interfere with operations of Owner and other Contractors. ST. VINCENT CARMEL HOSPITAL SUMMARY OF WORK Carmel, IN SECTION 01010-3 Spine O.R. Room Renovation/Build Out BSA LifeStructures #04610072.00 _______________________________________________________________________________ F. Obtain and pay for use of additional storage or work areas needed for operations. 1.05 OWNER FURNISHED EQUIPMENT A. OWNER’S OBLIGATION: 1. Furnish the Contractor with list of equipment and scheduled delivery dates for integration into schedule. 2. Arrange for and deliver to Contractor Owner shop drawings, product data and samples. 3. Arrange for manufacturer’s warranty, inspections and service. B. CONTRACTOR’S OBLIGATION: 1. Provide access to project for Owner’s equpment and integrate delivery dates into Construction Schedule. 2. Certain equipment may be sepcified as Owner Furnished – Contractor Installed. Refer to definitions in the Contract Requirements (Section 01011) for clarification fo Contractor’s responsibility. 3. Review Owner Furnished shop drawings, product data and samples. 4. Jointly inspect all Owner Furnished products with Owner for completeness or damage. 1.05 TAX EXEMPTION A. Project is tax-exempt. 1.06 CLEANUP A. Contractor shall comply with following rules: 1. Summit Construciton shall be the sole judge as to the adequacy of the contractor's cleanup operations and if the contractor fails to promptly perform cleanup as required by Section 01710, Summit Construction will perform the cleanup as required to remove all debris from the site and deduct costs for these efforts from amounts due the Contractor(s). 2. Summit Construction may perform some work on the project and therefore may be responsible for some cleanup. In the likely event that the Contractor(s) will not participate in periodic work sessions, Summit Construction will perform continuous sweeping and general cleanup and backcharge the contractor(s) appropriately. 1.07 BID ITEM DESCRIPTIONS (To be issued by Bid Clarification when available) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ WORK RESTRICTIONS 01 14 00 - 1 SECTION 011400 - WORK RESTRICTIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 USE OF PREMISES A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated. 1. Limits: Confine constructions operations to project limits identified on the drawings. 2. Owner Occupancy: Allow for Owner occupancy of site and use by the public. 3. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Limit storage of materials to areas designated on the drawings. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. B. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period. C. Access and Parking: 1. An area for Contractor trailers and breakout will be discussed in the Pre-Bid Meeting. D. Deliveries: 1. Advise all shippers to deliver materials to the actual project address in care of the Contractor. 2. Do not allow material to be shipped to Owner. The Owner will not receive material nor be responsible for it. E. Limitations on Construction Operations: 1. Confine operations at site to areas indicated on the Contract Documents and/or areas authorized in writing by the Owner. Construction personnel shall not use building toilet facilities or dining facilities, without approval of the Owner's designated representative. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ WORK RESTRICTIONS 01 14 00 - 2 2. Activities of the Contractor, including all subcontractors, material suppliers, employees, and others engaged in the work, shall be strictly limited to the Owner's property, (i.e. the project area and the designated storage/staging area). 3. Under no circumstances shall parking, material storage, or other uses of adjacent private property be permitted. F. Seek prior approval of the Owner for locating storage and staging areas, field offices,waste disposal bins and construction parking on the project site. 1.3 OCCUPANCY REQUIREMENTS A. Full Owner Occupancy: Owner will occupy site and existing building during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ALTERNATES 01 23 00 - 1 SECTION 012300 - ALTERNATES PART 1 - 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 includes administrative and procedural requirements for alternates. 1.3 DEFINITIONS A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum. 2. Adjustments to Construction Time of Completion are the net addition or deduction of calendar days necessary to complete the Work. a. Where multiple Alternates are proposed, adjustments to time of completion shall be considered concurrently, and not cumulatively. b. For adjustments that decrease the Time of Completion, the Time of Completion will be established based on the shortest adjustment period listed in accepted Alternates. c. For adjustments that increase the Time of Completion, the Time of Completion will be established based on the longest adjustment period listed in accepted Alternates. 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ALTERNATES 01 23 00 - 2 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate. B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. Execute accepted alternates under the same conditions as other work of the Contract. D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 SCHEDULE OF ALTERNATES A. Alternate No. 1: Remove section of fire system routed through new OR. Refer to Plumbing Drawings. B. Alternate No. 2: Remove vinyl tile and base in indicated areas on Finish Plan. Install new vinyl tile and base as indicated. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAYMENT PROCEDURES 01 29 00 - 1 SECTION 01 29 00 - PAYMENT PROCEDURES PART 1 - 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 specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Sections include the following: 1. Division 01 Section "Allowances" for procedural requirements governing handling and processing of allowances. 2. Division 01 Section "Unit Prices" for administrative requirements governing use of unit prices. 3. Division 01 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 4. Division 01 Section "Construction Progress Reporting" for administrative requirements governing preparation and submittal of Contractor's Construction Schedule and Submittals Schedule. 1.3 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a. Application for Payment forms with Continuation Sheets. b. Submittals Schedule. 2. Submit the Schedule of Values to Architect/Engineer at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment. 3. Subschedules: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values correlated with each phase of payment. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAYMENT PROCEDURES 01 29 00 - 2 B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Architect/Engineer. c. Architect/Engineer's project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate rows and columns to indicate the following for each item listed: a. Related Specification Section or Division. (column) b. Description of the Work. (column) c. Labor cost (row) d. Material cost (row). e. Change Orders (numbers) that affect value. (row) f. Dollar value. (column) 1) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Sum in accordance with the List of Items at the end of this section. 4. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. Include evidence of insurance or bonded warehousing if required. 6. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Allowances: Provide a separate line item in the Schedule of Values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities. 8. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAYMENT PROCEDURES 01 29 00 - 3 b. General Conditions will be billed proportionately throughout the construction period. c. Project Close-out Documents (Record Drawings and Operations and Maintenance manuals) shall be listed as a separate pay item with value equal to lesser of 3% of the Contract Sum or $25,000. 9. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.4 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect/Engineer and paid for by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. C. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment. D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect/Engineer will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. E. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to Architect/Engineer by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application. F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAYMENT PROCEDURES 01 29 00 - 4 1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. 5. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner. G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of Values. 3. Contractor's Construction Schedule (preliminary if not final). 4. Products list. 5. Schedule of unit prices. 6. Submittals Schedule (preliminary if not final). 7. List of Contractor's staff assignments. 8. List of Contractor's principal consultants. 9. Copies of building permits. 10. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 11. Initial progress report. 12. Certificates of insurance and insurance policies. 13. Performance and payment bonds. 14. Data needed to acquire Owner's insurance. 15. Initial settlement survey and damage report if required. H. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. 2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. I. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements including completion of incomplete work item. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAYMENT PROCEDURES 01 29 00 - 5 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. AIA Document G706, "Contractor's Affidavit of Payments of Debits and Claims." 5. AIA Document G706A, "Contractor's Affidavit of Release of Liens." 6. AIA Document G707, "Consent of Surety to Final Payment." 7. Evidence that claims have been settled. 8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 9. Final, liquidated damages settlement statement. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 LIST OF PAYMENT ITEMS A. General Conditions B. Insurance C. Close-Out Documents D. Performance Bond E. Building Permits F. Separate labor and materials costs for Work described in each Section of the Specifications, listed by Specification Section. 1. 06 05 73 Wood Treatment 2. 06 10 00 Rough Carpentry 3. 06 40 00 Architectural Woodwork 4. 06 61 16 Solid Surfacing Fabrications 5. 07 21 00 Thermal Insulation 6. 07 81 16 Cementitious Fireproofing 7. 07 84 00 Firestopping 8. 07 92 00 Joint Sealants 9. 08 12 13 Hollow Metal Frames 10. 08 14 16 Flush Wood Doors 11. 08 31 00 Access Doors And Panels 12. 08 71 00 Door Hardware 13. 08 81 00 Glass Glazing 14. 09 05 60 Common Work Results For Flooring Preparation ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAYMENT PROCEDURES 01 29 00 - 6 15. 09 21 16 Gypsum Board Assemblies 16. 09 65 00 Resilient Flooring 17. 09 91 00 Painting 18. 09 96 00 High Performance Coatings 19. 10 26 00 Wall And Door Protection 20. 21 05 00 Common Work Results For Fire Suppression 21. 21 13 13 Fire-Suppression Piping 22. 22 05 00 Common Work Results For Plumbing 23. 22 05 19 Meters And Gages For Plumbing Piping 24. 22 05 23 General-Duty Valves For Plumbing Piping 25. 22 05 29 Hangers And Supports For Plumbing Piping And Equipment 26. 22 05 53 Identification For Plumbing Piping And Equipment 27. 22 07 00 Plumbing Insulation 28. 22 11 16 Domestic Water Piping 29. 22 13 16 Storm, Sanitary Waste And Vent Piping 30. 22 63 13 Medical Gas Piping 31. 23 05 00 Common Work Results For Hvac 32. 23 05 29 Hangers And Supports For Hvac Piping And Equipment 33. 23 05 53 Identification 34. 23 05 93 Testing, Adjusting, And Balancing For Hvac 35. 23 07 00 Hvac Insulation 36. 23 31 13 Metal Ducts 37. 23 33 00 Air Duct Accessories 38. 23 37 13 Diffusers, Registers, And Grilles 39. 23 39 00 Non-Aspirating Unidirectional Flow Integrated Ceiling System 40. 26 05 00 Common Work Results For Electrical 41. 26 05 19 Low-Voltage Electrical Power Conductors And Cables 42. 26 05 26 Grounding And Bonding 43. 26 05 29 Hangers And Supports For Electrical Systems 44. 26 05 33 Raceways And Boxes 45. 26 05 36 Cable Trays 46. 26 05 53 Electrical Identification 47. 26 24 16 Panelboards 48. 26 24 40 Isolation Panelboards 49. 26 27 26 Wiring Devices 50. 26 28 13 Fuses 51. 26 28 16 Enclosed Switches And Circuit Breakers 52. 26 29 13 Enclosed Controllers 53. 26 51 00 Interior Lighting 54. 27 05 00 Common Work Results for Communications 55. 27 41 33 Master Antenna Television System 56. 27 51 16 Public Address And Mass Notification Systems 57. 27 52 23 Nurse Call/Code Blue Systems 58. 27 60 00 System Rough-In Requirements 59. 28 05 00 Common Work Results for Electronic Safety and Security 60. 28 31 00 Fire Alarm ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAYMENT PROCEDURES 01 29 00 - 7 END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 1 SECTION 013300.13 - SUBMITTAL PROCEDURES (without DocuNet® version) PART 1 - 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 includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. B. Related Sections include the following: 1. Division 00 Section “Communication Technology Requirements” for computer hardware and software equipment necessary for electronic submittal process. 2. Division 1 Section "Payment Procedures" for submitting Applications for Payment. 3. Division 01 Section "Project Management and Coordination" for submitting Coordination Drawings. 4. Division 01 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule and the Submittals Schedule. 5. Division 01 Section "Photographic Documentation" for submitting periodic construction photographs. 6. Division 01 Section "Quality Requirements" for submitting test and inspection reports and Delegated-Design Submittals. 7. Division 01 Section "Closeout Procedures" for submitting warranties . 8. Division 01 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 9. Division 01 Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Architect/Engineer's responsive action. B. Informational Submittals: Written information that does not require Architect/Engineer's approval. Submittals may be rejected for not complying with requirements. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 2 1.4 SUBMITTAL PROCEDURES A. General: Electronic copies of CAD Drawings of the plan Drawings may be provided by Architect/Engineer for Contractor's use in preparing submittals if electronic submittal drawings are provided the Owner and Architect/Engineer at project completion for operations and maintenance manuals. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that requires sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect/Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. C. Electronic Submittal Processing (ESP) Methodology: Submit product data and drawings as described below: 1. See Division 00 Section “Communication Technology Requirements” for computer hardware equipment and software necessary for electronic submittal process. 2. It is highly recommended and encouraged that submittals be submitted electronically. 3. Electronic Submittal Processing (ESP) is limited to those submittals in one of three electronic formats, TIF files, PDF files, version 5.0 or earlier or DWF files. With proper software, all documents can be electronically submitted. Those formatted 11-inch by 17- inch or smaller must be submitted electronically. 4. Electronic submittal process is required of Prime Contractors, Subcontractors and Suppliers. 5. Submittals are compiled by the originating contractor, subcontractor or supplier and sent to the Prime Contractor for review. 6. Limit each electronic submittal to a single specification section of the contract documents. Compile all sheets of each submittal into a single electronic file, if possible. 7. Each submittal shall use the transmittal coversheet provided by the Architect/Engineer. Use the electronic version where possible. 8. Contractors receiving the submittal from lower tier (Sub) Contractors shall review the submittal and add their approval mark or stamp on the submittal and forward the submittal to the upper tier Contractor, Prime Contractor or Architect/Engineer. 9. The Architect/Engineer will review the electronic submittal, making any comments necessary, mark the submittal with the appropriate approval or rejection, and distribute to appropriate Prime Contractor, Subcontractor or Supplier. a. Comments will consist of annotations applied electronically to the file or transmittal form. b. Re-submittals are processed using the same procedure as the original submittal. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 3 c. Copies of submittals required for the Operations and Maintenance Manuals (OMM) shall consist of a printed copy of the approved electronic submittal or an electronic copy of the file. 10. This process shall be used for all documents including Subcontractor and Material Listing, Schedules of Values, Requests for Information (RFI) and Cash Flow documents. 11. Contractors that do not submit files (those smaller than 11-inch by 17-inch) via electronic processing will be backcharged through their retainage for the costs of scanning documents. a. Cost for documents smaller than 11-inch by 17-inch is $0.25 per sheet. b. Cost for documents larger than 11-inch by 17-inch is $2.00 per sheet. D. Large Format Submittal Processing Methodology: Submit drawings as described below: 1. Large Format Submittal Processing (LFSP) is limited to those submittals formatted larger than 11-inch by 17-inch that cannot be submitted as an electronic file or CD-ROM (these will generally be hand-drawn documents). Even large format submittals created electronically can be processed electronically. See Division 00 Section “Communications Technology Requirements” for electronic file formatting. 2. Large Format Submittals are compiled by the originating contractor, subcontractor or supplier and sent to the Prime Contractor for review via normal shipping modes. 3. Limit each large format submittal to a single specification section of the contract documents. 4. The submittal coversheet of each large format submittal shall use the transmittal coversheet provided by the Architect/Engineer. 5. Contractors receiving the submittal from lower tier (Sub) Contractors shall review the submittal and add their approval mark or stamp on the submittal prior to forwarding it to the upper tier Contractor Prime Contractor or Architect/Engineer. a. The large format submittal shall consist of at least one hard copy of the actual large format submittal, plus a submittal coversheet. The hard copy may be bond paper or a reproducible medium such as vellum or sepia. Provide multiple copies if necessary for distribution to lower tier Subcontractors. 6. The Architect/Engineer will review the submittal, making any comments necessary, mark the submittal with the appropriate approval or rejection, scan the marked up original documents as a record and distribute the original(s) to the appropriate Prime Contractor, Subcontractor or Supplier for distribution to lower tier Subcontractors or for insertion in the Operations and Maintenance Manuals (OMM). a. Comments will consist of annotations applied manually to the document. b. The scanned file copy shall be the only copy of the reviewed document on file with the Architect/Engineer. c. Resubmittals shall be processed in the same manner as the original submittal. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 4 7. The receiving Prime Contractor, Subcontractor or Supplier shall then take the required action noted on the submittal. 8. Copies of submittals required for the Operations and Maintenance Manuals (OMM) are also available from Design Media Communications, Inc. (DMC) for the charges noted above. E. Common practices for both submittal methodologies: 1. All submittals shall be clearly labeled as to equipment being proposed and shall be for this specific project. 2. Data of a general nature will not be accepted. 3. Periodic submittals of individual components within a specified section will be returned to the Contractor unapproved. 4. All submittals shall contain complete data on each section at the time of submission for approval. 5. Arrange product data, drawings and information for submission in complete and separate sets for each Project Manual section listed. a. When more than one product is specified in a specific section, a complete set of literature shall be collated into a single brochure containing information on each product. b. When only one product is specified in a given section, a brochure is not necessary. c. The first page of each brochure shall contain an index of the products enclosed in addition to all the required information. d. Submit number of samples specified in each of Project Manual sections. 6. Architect/Engineer will review these instructions to Contractors, Subcontractors and Suppliers on the detailed use of this process during the Pre-construction meeting. F. Submittals Schedule: Comply with requirements in Division 01 Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities. G. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect/Engineer's receipt of submittal. 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Architect/Engineer will advise Contractor when a submittal must be delayed for coordination. 2. If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Allow 15 days for processing each resubmittal. 4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. H. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 5 2. Retain space on the Submittal Cover Sheet to record Contractor's review and approval markings and action taken by Architect/Engineer. 3. Include the following information on for each submittal: a. Project name and Architect/Engineer’s project number. b. Date and revision date. c. Name and address of Architect/Engineer. d. Name and address of Prime Contractor. e. Name and address of Subcontractor. f. Name and address of Supplier. g. Name of separate detailer when appropriate. h. Name of manufacturer. i. Unique identifier, including revision number. j. Number and title of appropriate Specification Section as described in the Project Manual. k. Drawing number and detail references, as appropriate. l. m. Quantity of each Shop Drawing, Project Data and Sample submitted. n. Notification of deviations from Contract Documents. o. Other necessary identification. I. Deviations: Encircle or otherwise identify deviations from the Contract Documents on submittals. J. Additional Copies: If additional copies are required, they may be obtained from Design Media Communications, Inc. (DMC) for the charges noted above.. K. Transmittal Form: Package each submittal and large format submittal individually and appropriately for transmittal and handling. Transmit each submittal using the transmittal form (Submittal Cover Sheet) provided by the Architect/Engineer. 1. Architect/Engineer will return submittals, without review if the proper transmittal is not used. 2. Architect/Engineer will discard submittals received from sources other than Contractor. 3. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect/Engineer on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 4. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 5. Transmittal Form: See Division 01 Section, “Submittal Cover Sheet” for the form. L. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 6 M. Use for Construction: Use only final submittals with mark indicating action taken by Architect/Engineer in connection with construction. PART 2 - PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections in accordance with submittal procedures above. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Where possible, use manufacturer’s standard electronic printed data for submittals. 3. Mark each submittal to show which products and options are applicable. 4. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. c. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory-installed wiring. g. Printed performance curves. h. Operational range diagrams. i. Mill reports. j. Standard product operating and maintenance manuals. k. Compliance with recognized trade association standards. l. Compliance with recognized testing agency standards. m. Application of testing agency labels and seals. n. Notation of coordination requirements. C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Preparation: Include the following information, as applicable: a. Dimensions. b. Identification of products or materials. c. Fabrication and installation drawings. d. Roughing-in and setting diagrams. e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring. f. Shopwork manufacturing instructions. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 7 g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. l. Notation of dimensions established by field measurement. m. Relationship to adjacent structure or materials. n. Applicable standards, such as ASTM number or Federal Specification. 2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring. 3. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm). a. Preferred electronic submittal size is 11 by 17 inches (280 by 330 mm). 4. Number of Copies: a. A single electronic submittal file. b. Submit one black-line or print of each submittal larger than 11 by 17 inches (280 by 330 mm). Architect/Engineer will return the marked up print. D. Coordination Drawings: Comply with requirements in Division 01 Section "Project Management and Coordination." E. Samples: Prepare physical units of materials or products, including the following: 1. Comply with requirements in Division 01 Section "Quality Requirements" for mockups. 2. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from the same material to be used for the Work, cured and finished in manner specified, and physically identical with the product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. 3. Preparation: Mount, display, or package Samples in manner specified to facilitate review of qualities indicated. Prepare Samples to match Architect/Engineer's sample where so indicated. Attach label on unexposed side that includes the following: a. Generic description of Sample. b. Product name or name of manufacturer. c. Sample source. 4. Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, provide the following: a. Size limitations. b. Compliance with recognized standards. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 8 c. Availability. d. Delivery time. 5. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed. a. If variation in color, pattern, texture, or other characteristic is inherent in the product represented by a Sample, submit at least three sets of paired units that show approximate limits of the variations. b. Refer to individual Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics. 6. Number of Samples for Initial Selection: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect/Engineer will return submittal with options selected. 7. Number of Samples for Verification: Submit three sets of Samples. Architect/Engineer will retain two Sample sets; remainder will be returned. a. Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 8. Disposition: Maintain sets of approved Samples at Project site, available for quality- control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. F. Delegated-Design Submittal: Comply with requirements in Division 01 Section "Quality Requirements." G. Contractor's Construction Schedule: Comply with requirements in Division 01 Section "Construction Progress Documentation" for Construction Manager's action. H. Submittals Schedule: Comply with requirements in Division 01 Section "Construction Progress Documentation." I. Application for Payment: Comply with requirements in Division 01 Section "Payment Procedures." ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 9 J. Schedule of Values: Comply with requirements in Division 01 Section "Payment Procedures." K. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. 2.2 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. Use electronic submittal process (ESP) for all documents where possible for Architect/Engineer review. Paper originals are required in OMM Manuals. Refer to Article SUBMITTAL PROCESS above. 1. Number of Copies: Submit one copy of each submittal, unless otherwise indicated. Architect/Engineer will not return copies. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. 3. Test and Inspection Reports: Comply with requirements in Division 01 Section "Quality Requirements." B. Contractor's Construction Schedule: Comply with requirements in Division 01 Section "Construction Progress Documentation." C. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. D. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. E. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. F. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 10 G. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required. H. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements. I. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements. J. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements. K. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. L. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements. M. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. N. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: 1. Name of evaluation organization. 2. Date of evaluation. 3. Time period when report is in effect. 4. Product and manufacturers' names. 5. Description of product. 6. Test procedures and results. 7. Limitations of use. O. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 01 Section "Closeout Procedures and Operation and Maintenance Data." ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 11 P. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. Q. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. R. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections. Include the following, as applicable: 1. Name, address, and telephone number of factory-authorized service representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. S. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. Signed originals must be submitted to Architect/Engineer. T. Material Safety Data Sheets: Submit information directly to Owner. If submitted to Architect/Engineer, Architect/Engineer will not review this information but will return it with no action taken. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 12 A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect/Engineer. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT/ENGINEER'S ACTION A. General: Architect/Engineer will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Architect/Engineer will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect/Engineer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: 1. Final Unrestricted Release: Where the submittal is marked “FURNISH AS SUBMITTED,” the Work covered by the submittal may proceed provided it complies with the Contract Documents. Final acceptance will depend on that compliance. 2. Final-but-Restricted Release: Where the submittal is marked “FURNISH AS CORRECTED (RESUBMITTAL REQUIRED),” the Work covered by the submittal may proceed provided it complies with both the Architect/Engineer’s notations and corrections on the submittal and the Contract Documents. Final acceptance will depend on that compliance. Prepare a new submittal that incorporates the Architect/Engineer’s notations and corrections on the submittal. 3. Rejected: Where the submittal is marked “REVISE AND RESUBMIT,” do not proceed with the Work covered by the submittal. Prepare a new submittal that complies with the Contract Documents. 4. As stated on the submittal stamp, all submittals are “Checked only for compliance with design concept of Contract Documents. Contractor shall be responsible for compliance with requirements of Contract Documents, Quantities, dimensional suitability for installation, coordination with other trades, and performing work in a safe, workmanlike and satisfactory manner.” C. Informational Submittals: Architect/Engineer will review each submittal and will not return it, or will reject it if it does not comply with requirements. Architect/Engineer will forward each submittal to appropriate party. D. Submittals not required by the Contract Documents will not be reviewed and may be discarded. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SUBMITTAL PROCEDURES 01 33 00.13 - 13 END OF SECTION 01330 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 1 SECTION 01 35 33 - INFECTION CONTROL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes policies and procedures required of the Contractor to prevent transmission of infectious agents to vulnerable patient populations, health care workers and visitors within the Hospital environment. B. Related Sections include the following: 1. Division 01 Section "Temporary Facilities and Controls" for additional procedures and construction of temporary barriers. 2. Division 15 Sections for cleaning heating, ventilation and air-conditioning systems and ductwork prior to operation. C. Alternates: Refer to Division 1 Section "Alternates" for description of Work in this Section affected by alternates. 1.3 DEFINITIONS A. Aspergillus: A thermotolerant fungus that causes significant disease among immuno- compromised hosts that will disseminate to other organs including the skin and the brain. These fungi are ubiquitous, found in soil, water, dust and decaying material. Aspergillus have been cultured from unfiltered air, ventilation systems, contaminated dust dislodged during hospital renovation and construction, horizontal surfaces, food, and ornamental plants. Aspergillus spores are easily suspended in the air and survive for prolonged periods. Because of their size, they are easily inhaled, which can lead to invasive infection of both the upper and lower respiratory tracts in a susceptible host. B. Biocide: A physical or chemical agent that is capable of killing microorganisms. C. Immunocompromised: A condition where a patient’s immune response is reduced or absent. Because defense mechanisms are limited in immunocompromised patients, they are susceptible to infections by microorganisms that are present everywhere, but do not cause disease in healthy people. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 2 D. Nosocomial: An infection that is acquired in a hospital or as a result of medical care. E. Negative Pressure: The relative air pressure difference between two areas in a healthcare facility. A space that is at negative pressure has a lower pressure than adjacent areas, ensuring that any directional air movement is from the clean air environment into the contained area and preventing contaminated air from escaping into adjacent rooms or areas through doors, openings and cracks. F. HEPA: An acronym that stands for high efficiency particulate air. A HEPA filter is an air filter capable of capturing 99.97% of particles as small as .3 microns. G. Multi-Stage Filtering: Successive, filtering that prevents early loading of filters with contaminants and thereby delaying reduced airflow. Typical multi-stage filters might consist of a large particulate filter (10 microns), a smaller particulate filter (5 microns), an activated charcoal filter (odors) and a HEPA filter (.3 microns). H. Negative Pressure Machine: Freestanding, portable device that creates a negative air pressure within a space. It does so by removing air via flexible ductwork from the containment area. The units can also be placed remotely from the containment area and use ductwork to remove air from the controlled environment. I. Portable Air Scrubber: Freestanding, portable device that removes airborne contaminants by recirculating air through a HEPA filter. Portable air scrubbers can also serve as negative pressure machines by exhausting the recirculated air from the containment area. J. Containment: The process of isolating a contaminated area from the rest of the facility. Depending on the work to be done and the equipment required, airlocks, pass throughs, and equipment rooms may be necessary. Full containment always requires that negative pressure be maintained inside the containment area. 1. Containment Requiring Activities include, but are not limited to the following: a. Demolition and removal of walls, floors, ceilings and other building finish materials. b. Demolition of plumbing, mechanical and electrical systems and equipment. c. Finish operations such as sanding, painting and application of special surface coatings. d. All routine construction activity that can generate dust. e. Sitework operations. 2. Source containment can also be used with localized negative pressure if a very small area is involved. A small piece of plastic sheet can be taped around the area to be removed. A small HEPA vacuum is used for this purpose by inserting the inlet nozzle inside this small containment to create a negative pressure and to vacuum up released particles. K. Containment Area: The construction activity area, adjacent staging and storage areas, passages for construction personnel to access the project site and delivery and removal of supplies and waste. It includes the entire volume of the project area including ceilings spaces above and ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 3 adjacent to the construction area. Containment areas are determined by the Owner’s Representative and the Hospital’s Infection Control Committee. L. Pressure Differential: The difference in magnitude between a reference pressure and a variable pressure. M. Source containment can also be used with localized negative pressure if a very small area is involved. A small piece of poly sheet can be taped around the area to be removed. A small HEPA vacuum is used for this purpose by inserting the inlet nozzle inside this small containment to create a negative pressure and to vacuum up released particles. N. Air changes per hour is equal to the air filtered (in cubic feet) in one hour divided by the containment area size (in cubic feet), or Air Changes Per Hour (AC/H) = Cubic Feet of Air filtered in 1 Hour Containment Area Size in Cubic Feet O. Protection Area: The designated project limits, hospital areas adjacent to containment area, either occupied or used for passage and areas connected to construction areas by mechanical system intake, exhaust and ductwork. Protection areas are determined by the Owner’s Representative and the Hospital’s Infection Control Committee. P. Minor Ceiling Access: Removal of limited ceiling or access panels for visual observation, minor adjustments or other activities that do not disturb dust. All acoustical and access panels shall be closed immediately upon leaving the worksite. Q. Major Ceiling Access: Removal of ceiling panels or systems that is not defined as “minor”. R. Thorough Cleaning: Cleaning of surfaces that become exposed to dust shall be accomplished by the use of either a HEPA-filtered vacuum cleaner or a wet mop. S. Infection Control Risk Assessment (ICRA): A broad, long-range involvement of a Hospital’s infection control/epidemiology leadership to assess the risk to patients and the Hospital environment to airborne contamination. 1.4 POLICY A. The intent of this policy is to minimize nosocomial infections in patients that may arise as a result of exposure to organisms released into the environment during construction and renovation activities. Controlling the dispersal of airborne or waterborne infectious agents concealed within building components is critical in all St. Vincent Carmel Hospital facilities. B. Patient Care Objectives: All construction and renovation activities shall be defined and managed in such a way that patients’ and occupants’ exposure to dust, moisture and their accompanying hazards is limited. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 4 1. Aspergillosis and related nosocomial fungal infections are caused through inhalation by immunocompromised patients of aspergillus spores, or other related spores, that can be present in the construction environment. The spores are known to be prolifically present in construction dust, debris and earthwork excavation dust. Outbreaks are associated with unfiltered air, contaminated ventilation systems at intake and exhaust ducts, and dust that is dislodged by renovation and construction. Control of construction dust, debris and excavation dust is imperative to help prevent outbreaks of aspergillosis or related nosocomial fungal infections in immunocompromised patients. a. Inhalation of aspergillus spores or other fungal spores by immunocompromised patients can lead to serious complications and death. b. Aspergillus and other related spores are present in the natural environment and are not a risk to healthy construction workers. 2. Airborne contaminant control is critical in all Hospital areas. Contractor shall limit dissemination of airborne contaminants produced by construction-related activities, in order to provide protection of immunocompromised patients, other patients, staff, diagnostic operations and sensitive procedures and medical equipment from possible undesirable effects of exposure to such contaminants. 3. Dust in ceilings and construction debris contains fungus spores. Construction activities causing disturbance of existing dust, or creating new dust, or other airborne contaminants, must be conducted in tight enclosures cutting off any flow of particles into patient areas. 4. Ceilings and walls in protected areas and other areas within the Hospital as indicated on Drawings must be secure from airborne transmissions at all times. If access into the ceiling in occupied areas is required, procedures described within this Section shall be followed. 5. Enclosed carts must be used when transporting construction debris and materials throughout the Hospital environment. The Owner Representative and Infection Control Committee shall approve the transportation path and destination terminus prior to commencing the project. 1.5 PROCEDURES A. The Owner’s Representative in conjunction with the Hospital’s Infection Control Committee will: 1. Determine the infection control project classification using the matrices (located below). 2. Coordinate the relocation of affected patients and pedestrian traffic routes to areas where there is less potential for exposure to airborne contaminants with the responsible departments. 3. Coordinate the preparation of the project area, including the removal of medical supplies, waste, and equipment, prior to the commencement of project activities with the responsible departments. B. Infection Control Risk Assessment Guidelines ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 5 1. STEP 1: Identify the Type of Construction Project Activity (Types A-D) by selecting the construction activity type from the table below. Construction activity type is determined by the amount of dust that is generated, the duration of the activity and the involvement with HVAC systems. Construction Project Activity by Type A Non-invasive activities, including, but not limited to: a. Removal of ceiling tiles where no dust is expected b. Painting, but not sanding c. Wall covering, electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection B Small scale, short duration activities which create minimal dust, including but not limited to: a. Installation of telephone and computer cabling b. Access to chase spaces c. Cutting of walls or ceiling where dust migration can be controlled. C Work that generates a moderate to high level of dust or requires demolition or re- moval of any fixed building components or assemblies, including but not limited to: a. Sanding of walls for painting or wall covering b. Removal of floor coverings, ceiling tiles, and casework c. New wall construction d. Minor duct work or electrical work above ceilings e. Major cabling activities f. Any type A, B or C activity that cannot be completed within a single work shift. D Major demolition and construction projects, including but not limited to: a. Activities requiring heavy demolition, removal of ductwork or removal of a com- plete engineering system b. New construction C. STEP 2: Identify the Patient Risk Group that will be affected by selecting the appropriate Patient Risk Group from the table below. The Patient Risk Groups defined are based on project location and occupancy. If more than one risk group will be affected, select the higher risk group. For all construction classes, patients must be removed from the room while work is performed. Patient Risk Group Low (L) Medium (M) High (H) Maximum (X) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 6 Patient Risk Group Low (L) Medium (M) High (H) Maximum (X) All outpatient clinics and offices, except outpatient transplant clinics and outpa- tient cancer center clinics Cardiology Echocardiography Endoscopy Nuclear Medicine Physical Therapy Radiology/MRI Respiratory Therapy CCU Emergency Room Labor & Delivery Laboratories (specimen) Newborn Nursery Outpatient Surgery Pediatrics Pharmacy Post Anesthesia Care Unit (PACU) Surgical Units Any area caring for immunocompro- mised patients Burn Unit Cardiac Cath Lab Central Sterile Intensive Care Units Medical Unit Negative pressure isolation rooms Oncology Surgery ORs, including C-Section D. STEP 3: Match the Patient Risk Group (L, M, H, X) with the Construction Project Type (A, B, C, D) to find the Class of Precautions (I – IV). Using the Construction Activity Type and the Patient Risk Group selected from the tables above, use the matrix below to determine Construction Classification (Class). Construction Classification (Class) determines the procedures to be followed during construction and renovation projects. Patient Risk Group/Construction Project Type Comparison Patient Risk Group Type A Type B Type C Type D Low Risk I II II III/IV Medium Risk I II III IV High Risk I II III/IV IV Maximum Risk II III/IV III/IV IV E. STEP 4: Description of Required Infection Control Precautions by Class. Implement the appropriate Construction Guideline based on the project classification selected from the ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 7 Required Infection Control Precautions by Class Class During Construction Project Upon Completion of Project Class I 1. Execute work by methods to minim- ize raising dust from construction operations. 2. Immediately replace ceiling panel if displaced. 3. Place a small plastic sheet imme- diately underneath the work area (about 5 feet by 5 feet). Temporarily tape to the floor with duct tape. 4. For ceilings, cover the floor imme- diately under the work area with plastic. 5. Keep all doors closed and do not let patients or other unauthorized em- ployees or occupants into the area. 6. If visible dust has the potential to be generated outside of the immediate work area, cover all air return or ex- haust vents if within 5 feet of the work area with plastic sheeting and duct tape. 7. Complete construction/renovation task minimizing dust production. Lightly mist with water in a spray bottle to minimize dust. 8. High Risk patients must remain out of room for one hour after comple- tion of work. 1. When the work is completed, wet- wipe the plastic sheeting and, if ne- cessary, other areas close by with a damp rag. 2. Place rags on the plastic sheeting and tightly roll from the corners to the middle. Seal the rolled plastic sheet- ing and wet rags with duct tape. See Step #10 for disposal guidelines. 3. Visually inspect the area for any re- maining dust and wet-wipe as neces- sary. 4. If installed, remove the plastic sheet- ing from all air returns and exhausts. Roll-up for disposal. 5. Transport debris to the outside sto- rage area using the following guide- lines; • Seal all waste in plastic bags or use a debris cart to transport waste to the storage area. • Transport debris during the hours of least activity in the building and along the most di- ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 8 Required Infection Control Precautions by Class Class During Construction Project Upon Completion of Project removal from the work area. Class II 1. Execute work by methods to minim- ize raising dust. 2. Immediately replace ceiling tile if displaced 3. Provide active means to prevent air- borne dust from dispersing into at- mosphere. 4. Water-mist work surfaces to control dust while cutting. 5. Seal unused doors with duct tape. 6. Block off and seal HVAC diffusers and return grills. 7. Place dust mat at entrance and exit of work area. 9. Place a small plastic sheet imme- diately underneath the work area (about 5 feet by 5 feet). Temporarily tape to the floor with duct tape. 10. For ceilings, cover the floor imme- diately under the work area with plastic. 11. Keep all doors closed and do not let patients or other unauthorized em- ployees or occupants into the area. 12. If visible dust has the potential to be generated outside of the immediate work area, cover all air return or ex- haust vents if within 5 feet of the work area with plastic sheeting and duct tape. 13. Complete construction/renovation task minimizing dust production. Lightly mist with water in a spray bottle to minimize dust. 14. Cover construction waste before transport in covered containers. 1. When the work is completed, wet- wipe the plastic sheeting and, if ne- cessary, other areas close by with a damp rag. 2. Place rags on the plastic sheeting and tightly roll from the corners to the middle. Seal the rolled plastic sheet- ing and wet rags with duct tape. 3. Visually inspect the area for any re- maining dust and wet-wipe as neces- sary. 4. If installed, remove the plastic sheet- ing from all air returns and exhausts. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 9 Required Infection Control Precautions by Class Class During Construction Project Upon Completion of Project removal from the work area. 7. Wet mop and/or vacuum with HEPA-filtered vacuum before leav- ing work area. 8. Open previously sealed HVAC dif- fusers and return grills. 9. Hospital Environmental Services to wipe work surfaces with disinfectant. Class III 1. Install plastic dust barriers to seal area from non-work area or imple- ment Kontrol Kube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins. 2. Should work above ceiling in an oc- cupied area need to occur, the area must be tented prior to removing any ceiling tiles or ceiling access panels. A dust control tent must be utilized that is adjustable up to the ceiling height. 3. Isolate HVAC system in areas where work is being performed to prevent contamination of duct system. 4. Maintain negative pressure within work site utilizing HEPA-equipped air filtration units. Maintain the unit in accordance with manufacturer’s instructions. 5. Place dust mat at entrance and exit of work area. 6. Cover construction waste before transport in covered containers. 1. Cover construction waste before transport in covered containers fol- lowing guidelines above. 2. Do not remove barriers from work area until Owner’s Representative and Infection Control person in- spects completed project. 3. Remove barrier materials carefully to minimize spread of dirt and debris associated with construction. 4. Wet mop and vacuum with HEPA- filtered vacuum before leaving work area. 5. Remove isolation of HVAC system in areas where work was being per- formed. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 10 Required Infection Control Precautions by Class Class During Construction Project Upon Completion of Project Do not let unauthorized employees or other personnel into the area. 3. Wear approved construction cove- ralls while in Containment Area. 4. Remove all objects from the room or work area to a storage area. Prior to removal, wet-wipe any excessively dusty items with a rag misted with water. Cover large items or immov- able objects remaining in the work area with plastic sheeting. Seal the rags in a zip-lock bag for disposal. 5. Isolate HVAC system within work areas to prevent contamination of duct system. 6. Seal doors opening to adjacent areas with duct tape. 7. Block off and seal HVAC diffusers, return grills and any openings in ductwork to remain. 8. Maintain negative pressure within work site utilizing HEPA equipped air filtration units. Maintain the unit in accordance with manufacturer’s instructions. 9. Place dust mat at entrance and exit of work area. 10. Cover construction waste before transport in covered containers. to minimize spread of dirt and debris associated with construction. 4. Wet mop and vacuum with HEPA- filtered vacuum before leaving work area. 5. Remove isolation of HVAC system in areas where work was being per- formed. 6. Hospital Environmental Services to wipe work surfaces with disinfectant. F. Infection Control Risk Assessment (ICRA) has categorized the project as follows: 1. Construction Project Activity Type: D. 2. Patient Risk Group Type: X. 3. Infection Control Precautions Class: IV. 1.6 PERFORMANCE REQUIREMENTS A. Owner’s Representative Responsibilities: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 11 1. Determine that the Containment and Protection Areas are properly defined and adequately enclosed by the Contractor. 2. Issue a Statement of Requirements in both graphic and written form to communicate the above, based upon an evaluation of the construction area and the impact of the project on patient care. 3. Approve all enclosures constructed by the Contractor. B. Owner’s Responsibilities: 1. Assist Owner’s Representative to determine the Containment and Protection Areas. C. Contractor’s Responsibilities: 1. Comply with applicable codes and referenced controls and to use installation procedures and methods that satisfy code requirements and referenced infection control procedures. 2. Determine specific means and methods of achieving and maintaining control of airborne contaminants during construction. 3. Propose work plan and procedures for control of airborne contaminants. 4. Submit Contractor’s work plan for control of contamination for review in advance of performing any construction activities, following procedures established for product shop drawing submittal. a. Owner’s Representative and Architect/Engineer shall review work Plan Submittal for general compliance. 5. Provide notification in conformance with requirements in Quality Assurance Article. 6. Provide and maintain all dustproof enclosures, measurement devices, warning signs and warning lighting to protect the patients, Hospital staff and public. Contractor shall remain responsible for compliance with all contamination control requirements. 7. Verify using sign-in methods that all construction personnel have reviewed infection control procedures. 1.7 SUBMITTALS A. Progress Schedule: Submit work and procedure schedules for temporary containment construction. Incorporate infection control milestones within the master project schedule as described in Division 1 Section, “Project Management And Coordination.” B. Work Plan: Submit drawings and construction details of temporary barriers, descriptions of procedures to be used to achieve and maintain control of construction-related airborne contaminants. C. Product Data: Include standard specifications, material descriptions, furnished specialties and accessories, rated capacities and capabilities of individual components for achieving containment. D. Special Reports: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 12 1. Provide written report of Infection Control procedures, including locations, exit routes, details of dust barriers, and means of creating negative pressure prior to commencing the project. 2. Provide written report confirming specified air velocity whenever enclosure is erected or modified in designated Protection Area. 1.8 QUALITY ASSURANCE A. Testing Agency Qualifications: An independent agency qualified for testing indicated. B. Testing: Owner will engage a qualified independent testing agency to test air quality and pressure for compliance with specified requirements for performance and test methods. 1. Air samples: Test weekly and prior and after each modification in the enclosure. 2. Air pressure differential testing: A pressure differential of .02-inches of water column shall be maintained between the containment area and the surrounding area to achieve the necessary negative pressure for containment areas. Test weekly and prior and after each modification in the enclosure. C. Information in specification and indicated on the drawings establishes requirements for enclosure's performance characteristics. Drawings indicate locations of enclosure assemblies as they relate to adjoining construction. Performance characteristics of air quality are indicated by criteria subject to verification by one or more methods including preconstruction testing, field testing, and in-service performance. D. Notification: Contractor shall provide 24 -hour notification to Owner’s Representative of construction activity causing possible airborne contaminants in Protection Area. 1. Schedule work in ceiling spaces above occupied rooms after hours . E. Contingency Plan: Prepare a contingency plan for emergencies including fire, accident, power failure, negative air system failure, supplied air failure, or any other event that may require modification or abridgement of decontamination or work area infection control procedures. Include in the plan specific procedures for decontamination of work area. Nothing shall impede safe exiting or providing of adequate medical attention in the event of an emergency. F. Pre-Construction Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to Infection Control Risk Assessment (ICRA) including, but not limited to, the following: 1. Review infection control policy. 2. Identify Infection Control Risk Assessment. 3. Review infection control procedures. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 13 G. Attendees shall include the Owner’s Representative, the Hospital’s Infection Control Coordinator, the Architect/Engineer, the Contractor, the major Subcontractors and any other parties involved with the project. PART 2 - PRODUCTS 2.1 PRODUCTS, GENERAL A. Provide products and materials that comply with stated requirements for each type of products and materials specified. B. Products identified below are recommended as appropriate to the task at hand. Other manufacturers than those listed may be submitted for approval, but it is the Contractor’s responsibility to provide effective documentation that adequately supports a substitute product and material. 2.2 INFECTION CONTROL PRODUCTS A. Walk-Off Mats: Sanitary walk-off mat consisting of multi-layered, disposable, 2 mil, non- allergenic, non-odorous, polyethylene sheets with non-drying solid adhesive and anti-microbial germicide. Subject to compliance with requirements, provide one of the following: 1. Controlled Environment Equipment Corporation; Cleanline® Sticky Mats. 2. Curtainwall.Com; CleanStep® Contamination Mat. 3. Liberty Industries, Inc.; Tacky Mat®. B. Polyethylene Sheet: Provide 6 mil, internally reinforced polyethylene laminate, fire-retardant sheet, UL listed, sealed with fire-retardant tape at joints and penetrations above the ceiling. 1. Reef Industries, Inc.; Griffolyn® T55 FR. 2. Raven Industries; DURA-SKRIM® 2FR. 2.3 ACCESSORIES A. Biocide or Fungicide: Morton International Inc.; Cunilate 2002. B. Spray Adhesive: Aramsco; Ram-Tack Adhesive. C. Disinfectant Wipes: Provide one of the following: 1. Clorox® Disinfecting Wipes. 2. CiDecon® Wipes. 3. RobinsonCare Wipe Downs. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 14 4. TriGene® Surface Disinfecting Wipes. D. Protective Clothing: The Owner will provide disposable paper jumpsuits, head and shoe coverings for use by construction personnel in the Containment Area. E. Respiratory Gear: Provide respiratory gear as required by OSHA regulation 29 CFR 1926 (Construction Safety Regulations). 2.4 EQUIPMENT A. Hospital will provide the Portable Air Scrubbers and Negative Air Machines for Contractor installation and use during the project. B. Portable Air Scrubbers and Negative Air Machines: 1. Product[s]: Multi-filtered, including 99.9% efficient HEPA filter, variable-speed motor, static pressure-monitored, equipped with electrical or mechanical lockout to prevent fan from operating without a HEPA filter, powered mechanical equipment utilized to create a dust-free environment. Subject to compliance with infection control requirements, provide one of the following: a. Abatement Technologies, Inc.; HEPA-AIRE® Portable Air Scrubbers. b. Micro-Trap Inc.; Micro Trap™ 2000 Negative Air Filtration Unit. c. Mintie Technologies, Inc.; MiniforceII Negative Air Machine (350-425 CFM). C. Hospital will provide the HEPA-filtered vacuum for Contractor use during the project. D. HEPA-Filtered Vacuum: 1. Product[s]: Multi-stage, 99.9% efficient HEPA filtration system, grounded, interference suppressed, 110/120V or 220/240V motor, minimum 4-gallon 120 CFM capacity or Contractor’s option, powered mechanical equipment utilized to negative pressurize small temporary dust enclosures to create a dust-free environment or in use to clean surfaces or construction personnel. . Subject to compliance with infection control requirements, provide one of the following: a. Nilfisk-Advance Group, Inc.; Model GM 810. b. Nilfisk-Advance Group, Inc.; CFM 127. c. Mintie Technologies, Inc.; Alto SQ 10 (120 CFM). d. Miele, Inc.; Model S558i Silver Moon Canister. E. Air Pressure Monitor: 1. Product[s]: Differential switch/gauge to monitor differential pressure between the containment area and the protection area. Diaphragm type with dial and pointer in metal case, vent valves, black figures on white background and front recalibration adjustment with a range of plus/minus 0- to .50-inches water gauge and high-low adjustable set ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 15 points. Subject to compliance with infection control requirements, provide one of the following: a. Dwyer Instruments, Inc.; Model #3000-0. 2. Install the differential pressure switch/gauge in a NEMA-rated enclosure. Provide all necessary power wiring, transformers and relays to operate the system. Provide a switch that will enable activation of audio, visual, or both alarms that activates upon sensing pressure differences beyond the range set points. Provide a manual reset gauge after an alarm condition. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine containment area and protection area, with Owner Representative present, for compliance with Infection Control requirements. 1. For the record, prepare written report, endorsed by Owner Representative, listing conditions detrimental to Infection Control performance. 2. Proceed with installation only after unsatisfactory conditions have been corrected. B. Notify the Owner’s Representative according to time line requirements identified previously before commencing work. 3.2 MONITORING A. Before commencing any demolition or construction in occupied areas, a complete review of all airborne contaminant control policies will be conducted. The Owner’s Representative and Infection Control Representative will confirm that the area is ready for work to begin. B. Owner will monitor conditions in the vicinity of project in Protection Areas. Such areas are identified by the Owner’s Representative. Whenever unsafe conditions are observed, Contractor will be notified to correct conditions immediately to avoid work stoppage. 1. All work shall be stopped immediately whenever a hazardous containment control deficiency exists on the project. 2. The Contractor shall take immediate action to correct all deficiencies. 3.3 PROTECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 16 A. Contractor shall install dust proof enclosures for work as as directed by the Owner’s Representative and when required to protect areas occupied by the Owner from dust, debris, and damage. B. Provide a temporary work surface to provide a safe working platform and protect the ceiling and the spaces below from falling objects and materials. Construction must be conducted in tight enclosures cutting off any flow of dust particles into patient areas. 1. Airborne contaminant control requirements: Floor to structure, airtight enclosures, drywall barriers, using tape and foam padding to seal all joints and penetrations. 2. Keep enclosure door closed at all times. 3. Traffic between Containment Area and open areas shall be kept to a minimum. 4. Transport materials and refuse into an area from an external site without violating patient care areas by transporting in covered containers. 5. Provide negative pressure in construction area. 6. Provide adequate forced ventilation of enclosed areas to cure installed materials, to prevent excessive humidity, and to prevent hazardous accumulations of dust fumes, vapors, or gases. 7. Ductwork Dust Caps: Block off all existing ventilation ducts within the construction area. Method of capping ducts shall be dust-tight and withstand airflow pressures. C. Dust Proof Enclosures: 1. Full height, noncombustible construction with minimum 5/8” gypsumboard both sides with 3-1/2 inch R-11 insulation batts to reduce noise. Use tape to tightly seal top, bottom, penetrations and seams, to prevent spread of dust to occupied areas, including above ceiling. Secure all tape with spray adhesive. Dust proof enclosures adjacent to or in public areas shall be taped and painted on the side exposed to public view. 2. Enclosure Doors: 4’-0” minimum width, unless shown otherwise, solid core wood with metal frame and hardware, closer and tightly weatherstripped to prevent flow of dust. Locate as indicated on drawing and swing out of the construction area. Keep enclosures locked outside of working hours. Coordinate with the Owner for access. 3. Install disposable, multi-layered floor mats on both sides of construction entrance prior to commencing demolition or construction. Remove old tacky surface as needed to prevent tracking, daily as minimum. 4. Obtain Owner’s approval of exact location and details of enclosure construction. 5. Materials for enclosure shall be precut in unoccupied areas before delivering to project site. No explosive or pneumatic drive fasteners permitted. 6. Provide entrance vestibules as described. Provide floor mats inside vestibule and inside enclosures at door to vestibule. D. Enclosure outside of work area (including spaces above ceilings): Whenever work is necessary outside of the construction enclosures, the space where work is being done, including ladders, shall be contained within a full-height portable enclosure. At Contractor’s option, a prefabricated unit may be used. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 17 1. All work performed outside the construction enclosure shown on drawings, including all work in corridors and lobbies, shall be performed outside of normal working hours and shall be scheduled in advance with Owner, except where specified otherwise. 2. At no time shall any construction equipment or material be stored outside the construction enclosure. 3. Any dust tracked outside of construction area shall be cleaned up immediately. Contractor shall have the necessary personnel and equipment (HEPA-filtered vacuum, dust and wet mops, brooms, and clean wiping rags) to keep adjacent occupied areas clean at all times. E. Power and Lighting: Provide sufficient temporary lighting and power ventilating equipment to ensure proper workmanship and safety. F. Access Provisions: Provide ramps, stairs, ladders and similar temporary access elements as reasonably required to perform the work and facilitate its inspection during installation. G. Airborne dust generation of significant quantities of dust will not be tolerated. Clean the work area prior to starting work to minimize existing dust becoming airborne during construction. Provide drop cloths and dust partitions as necessary to contain dust and debris generated by the work. H. Demolition material, dust and dirt shall be removed in covered, tightly sealed, rubber tired, polyethylene dump carts. Containers shall be fitted with clean polyethylene covers, completely sealed at perimeter by wire tying or taping. Before leaving area, all containers shall be wiped clean with biocide to prevent tracking of dust. Provide debris chutes if required. I. If work is being performed above an accessible ceiling and if work must be performed while the space below is occupied, spray top of ceiling panels to be removed and surrounding affected panels, with fine detergent/water mist to settle dust prior to removal. J. A portable vinyl tunnel or a polyethylene enclosure for larger openings shall be used for each single ceiling access outside of the Containment Area. The enclosure’s opening shall have a 3- foot overlap of polyethylene to decrease risk of airborne dust. The portable vinyl tunnel, or portable enclosure, shall remain in place until the ceiling is secured (all accesses closed). In patient care areas, the apparatus (tunnel or enclosure) shall be dismantled and access panels replaced or remodeling of access completed at the end of each day. K. If the contractor needs to crawl about pipes, ducts, or other building infrastructure to investigate a condition, the Contractor shall use additional procedures, (i.e., put on a mask, disposable coverall and disposable shoe covers) before going into the access. The surfaces that will be disturbed shall be vacuumed with a HEPA-filtered vacuum before proceeding. Afterwards the contractor shall strip off the coverall, and shoe covers carefully, turning the coverall “inside- out” and deposit the mask, coverall, and shoe covers into a plastic trash bag inside the enclosure. This plastic trash bag shall be secured (tied off) and discarded as directed by Owner’s Representative and may not be discarded within any patient care area. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 18 L. Exercise caution when handling fluids, or piping systems, in the space above ceilings and other Hospital operations. When working with fluids, provide a watertight barrier beneath the work area to catch and retain all spillage before it reaches the ceiling below. M. Water leaks must be cleaned up and repaired as soon as possible, but within 72 hours to prevent mold proliferation in floor and wall coverings, ceiling panels and cabinetry in patient care areas. If cleanup and repair are delayed more than 72 hours after the water leak, the involved materials must be assumed to contain fungi and handled accordingly. Use of a moisture meter to detect water penetration of walls should be used whenever possible to guide decision-making. If the wall or other component does not have less than 20% moisture content more than 72 hours after water penetration, it shall be removed. N. Contractor is responsible for determining when a dust proof enclosure is required to protect any adjoining area; however, the Contractor shall provide a dust proof enclosure where indicated and whenever requested by the Owner’s Representative or Architect/Engineer . Take all necessary precautions to protect the people and spaces below from injury or damage due to Contractor’s operations. O. Notify department manager so that patient room doors near ceiling work will be kept closed while the work is in progress. 3.4 CONTAINMENT AREA A. Maintain levels of airborne contaminants within Containment Area and Protective Area limits as defined. B. Portable Air Scrubbers and Negative air machines shall remove airflow from construction area at not less than 100 FPM at enclosure entrances with all doors fully open. As an alternative, provide adequate exhaust air volume to provide 6 air changes per hour. C. Dust Control: The Contractor shall take appropriate steps throughout the term of the Project to prevent airborne dust due to work under this contract. Water shall be applied wherever practical to settle and hold dust to a minimum, particularly during demolition and moving of materials. Care must be taken to prevent the accumulation of standing water or the saturation of any materials. No chemical palliatives shall be used without permission of the Owner’s Representative. 1. Spray surfaces with water during dust-producing interior demolition activities. Hard surface floors in work area, adjacent hallways and passage areas require vacuuming with HEPA-filtered vacuum cleaners and frequent wet-mopping during demolition and construction; protect adjacent carpeted areas with plastic and plywood and vacuum with HEPA-filtered vacuum cleaners. 2. Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent airborne dust from dispersing into atmosphere. 3. Any dust tracked outside enclosure shall be removed immediately, using HEPA-filtered vacuum. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 19 4. All cleaning outside enclosure shall be by HEPA-filtered vacuum or other approved method. D. The following procedure shall be implemented when construction personnel are required to pass through a Protected Area to enter the Containment Area: 1. Provide airlock entry vestibules to dustproof enclosures when shown on Drawings or required by Owner’s Representative or Architect/Engineer . 2. Construction personnel shall wear protective clothing when passing through the Protective Area or when directed by the Owner’s Representative. The protective clothing shall be removed in the airlock vestibule prior to entering the Containment Area and stored for reuse. a. When exiting the Containment Area the protective clothing shall again be worn when passing through the Protective Area. 3. Construction personnel shall wear protective clothing at all times when passing through the Protective Area and while working in the Containment Area. E. Construction Personnel: Instruct personnel to refrain from tracking dust into adjacent Hospital areas or opening windows or doors allowing airborne contaminants into the adjacent Hospital area. F. Exterior Work: Direct exhaust from equipment away from building air intakes; assure that filters on building air intakes are operational and protected from excessive amounts of airborne contaminants. G. Any ceiling panels opened for investigation beyond sealed areas shall be replaced immediately when unattended or covered with an appropriate temporary barrier. H. Removal of construction barriers and ceiling protection shall be done carefully. 3.5 EQUIPMENT A. Connect portable air scrubbers and negative air machines to emergency power and run continuously. 3.6 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform air quality tests and inspections and prepare test reports. B. Testing Services: Testing and inspecting of completed phases of the work shall take place in successive stages, in areas of extent and using methods described in Quality Assurance article. Do not proceed with removal or construction of each enclosure for the next area until Owner’s Representative is satisfied that work is completed and clean up procedure has been performed. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ INFECTION CONTROL PROCEDURES 01 35 33- 20 C. Repair or replace construction enclosures where test results indicate that it does not comply with specified requirements. D. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of repaired or replaced work with specified requirements. 3.7 CLEANING A. Provide thorough cleaning of existing surfaces that become exposed to dust each day. Thoroughly clean each temporary access when work is completed or at the end of each work shift, using approved methods. B. Provide thorough cleaning of existing surfaces that become exposed to dust, before turning space over to Owner for final cleaning. C. Final cleaning of construction (to medically clean standards) shall be performed by the Owner’s own housekeeping forces. 3.8 ENFORCEMENT A. Failure to maintain containment areas will result in issuance of a written warning. If the situation is not corrected within (8) eight hours of receipt of warning, Owner will have cause to stop the work as provided in the General Conditions. 1. action Failure taken of Contractor by Owner and to correct all costs deficiencies deducted from in containment the Contractor. will result in corrective B. The Owner’s Representative will perform periodic inspections to determine compliance with infection control procedures. Written documentation will be flied as part of the project documentation. Photographs may be taken to document work site conditions. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ QUALITY REQUIREMENTS 01 40 00 - 1 SECTION 01 40 00 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's quality-control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality-control services required by Architect/Engineer, Owner, or authorities having jurisdiction are not limited by provisions of this Section. C. Related Sections include the following: 1. Division 01 Section "Allowances" for testing and inspecting allowances. 2. Division 01 Section "Construction Progress Reporting" for developing a schedule of required tests and inspections. 3. Division 01 Section "Cutting and Patching" for repair and restoration of construction disturbed by testing and inspecting activities. 4. Divisions 02 through 16 Sections for specific mock-up, test and inspection requirements. 1.3 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ QUALITY REQUIREMENTS 01 40 00 - 2 B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by Architect/Engineer. C. Mockups: Full-size, physical example assemblies to illustrate finishes and materials. Mockups are used to verify selections made under Sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not Samples. Mockups establish the standard by which the Work will be judged. D. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. 1.4 DELEGATED DESIGN A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect/Engineer. 1.5 SUBMITTALS A. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services. B. Schedule of Tests and Inspections: Prepare in tabular form and include the following: 1. Specification Section number and title. 2. Description of test and inspection. 3. Identification of applicable standards. 4. Identification of test and inspection methods. 5. Number of tests and inspections required. 6. Time schedule or time span for tests and inspections. 7. Entity responsible for performing tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality-control service. C. Reports: Prepare and submit certified written reports that include the following: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ QUALITY REQUIREMENTS 01 40 00 - 3 1. Date of issue. 2. Project title and Architect/Engineer number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Ambient conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.6 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. B. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar to those indicated for this Project in material, design, and extent. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ QUALITY REQUIREMENTS 01 40 00 - 4 F. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. 1. Requirement for specialists shall not supersede building codes and similar regulations governing the Work, nor interfere with local trade-union jurisdictional settlements and similar conventions. G. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed. H. Preconstruction Testing: Testing agency shall perform preconstruction testing for compliance with specified requirements for performance and test methods. 1. Contractor responsibilities include the following: a. Provide test specimens and assemblies representative of proposed materials and construction. Provide sizes and configurations of assemblies to adequately demonstrate capability of product to comply with performance requirements. b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work. c. Fabricate and install test assemblies using installers who will perform the same tasks for Project. d. When testing is complete, remove assemblies; do not reuse materials on Project. 2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Architect/Engineer, with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. I. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work: 1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect/Engineer. 2. Notify Architect/Engineer seven days in advance of dates and times when mockups will be constructed. 3. Demonstrate the proposed range of aesthetic effects and workmanship. 4. Obtain Architect/Engineer's approval of mockups before starting work, fabrication, or construction. 5. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 6. Demolish and remove mockups when directed, unless otherwise indicated. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ QUALITY REQUIREMENTS 01 40 00 - 5 1.7 QUALITY CONTROL A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of the types of testing and inspecting they are engaged to perform. 2. Payment for these services will be made from testing and inspecting allowances, as authorized by Change Orders. 3. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor. B. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services specified and required by authorities having jurisdiction. 1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services. a. Contractor shall not employ the same entity engaged by Owner, unless agreed to in writing by Owner. 2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 3. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service. 4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. C. Special Tests and Inspections: Owner will engage a testing agency to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner. 1. Testing agency will notify Architect/Engineer and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services. 2. Testing agency will submit a certified written report of each test, inspection, and similar quality-control service to Architect/Engineer with copy to Contractor and to authorities having jurisdiction. 3. Testing agency will submit a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies. 4. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. 5. Testing agency will retest and reinspect corrected work. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ QUALITY REQUIREMENTS 01 40 00 - 6 D. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing. E. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents. F. Testing Agency Responsibilities: Cooperate with Architect/Engineer and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect/Engineer and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 3. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor. 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. 5. Do not perform any duties of Contractor. G. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field-curing of test samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. H. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality- control services required by the Contract Documents. Submit schedule within 30 days of date established for the Notice to Proceed. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ QUALITY REQUIREMENTS 01 40 00 - 7 1. Distribution: Distribute schedule to Owner, Architect/Engineer, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 ACCEPTABLE TESTING AGENCIES A. Alt & Witzig Engineering, Inc., 4105 W 99th St, Carmel, Indiana 46032, (317) 875-7000, FAX (317) 876-3705. B. Arsee Engineers, Incorporated, 9715 Kincaid Drive, Fishers, Indiana 46038, (317) 594-5152. C. ATEC Associates, Inc., 8665 Bash Street, Indianapolis, Indiana 46256, (317) 577-1761, FAX (317) 842-7308. D. Patriot Engineering, 39 E 9th St, Indianapolis, Indiana 46204, (317) 624-0614. E. PSI, 5362 West 78th Street, Indianapolis, IN 46268, (317) 876-7723. F. Hanson Professional Services, Inc., 1525 South Sixth Street, Springfield, Illinois 62703-2886, (217) 788-2450, FAX (217) 788-2503. 3.2 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching. 2. Comply with the Contract Document requirements for Division 1 Section "Cutting and Patching." B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 1 SECTION 01 42 00 - REFERENCES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Architect/Engineer's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect/Engineer's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": A command or instruction by Architect/Engineer. Other terms including "requested," "authorized," "selected," "approved," "required," and "permitted" have the same meaning as "directed." D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide": Furnish and install, complete and ready for the intended use. I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 2 J. "Installer": Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespeople of the corresponding generic name. K. "Experienced": When used with an entity, "experienced" means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction. L. “Concealed” refers to installations that are hidden from sight in walls, chases, crawl spaces, furred spaces, above ceilings or embedded within construction. M. “Exposed” refers to installations that are not hidden from sight. N. “Day”: Unless otherwise defined in the Contract Documents, shall refer to a calendar day or period of 24 hours. O. “Working Day”: Unless otherwise defined in the Contract Documents, shall refer to a normal business working day, consisting of the days Monday through Friday, excluding recognized business holidays, including: New Year’s Eve and New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving and the day after Thanksgiving, Christmas Eve and Christmas Day. P. "OFCI" (Owner Furnished - Contractor Installed) refers to equipment delivered FOB to project site by the Owner. Contractor shall receive, rig, unload, store, uncrate, set in place and connect complete ready for operation. All labor and materials necessary for final connections shall be by the Contractor. The Owner will supply necessary framing, anchorage, utility services and rough-in details to accommodate such installation to Contractor. Contractor shall coordinate with the Owner to determine suitable time for submittal of such construction information and suitable time for delivery of equipment, and shall be responsible for damage from time of receipt. Owner furnished equipment shall be placed in operation in its final location only by a representative of the Owner in the presence of a representative of the Contractor, and after inspection of equipment and installation by Owner's representative and subsequent acceptance. Q. "OFCR" (Owner Furnish - Contractor Relocate) refers to existing equipment that is to be relocated and Contractor shall disconnect, store, place, and reinstall such equipment. Owner will identify equipment by its present and planned location and Contractor shall be responsible for all necessary framing, anchorage utility services and rough-in details taken and/or adapted with Owner's approval from existing installation. Contractor and Owner shall agree on a statement of condition of each piece of such equipment before Contractor starts Work on removal, and Contractor shall be responsible for change in agreed condition after start of removals. Owner furnished equipment shall be placed in operation in its final location only by ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 3 a representative of the Owner in the presence of a representative of the Contractor, and after inspection of equipment and installation by Owner's representative and subsequent acceptance. R. "OFOI" (Owner Furnish - Owner Installed) refers to the equipment delivered to the Project Site and installed by the Owner. S. "CFCI" (Contractor Furnished - Contractor Installed) refers to equipment furnished and installed by the Contractor. T. “Work” refers to any equipment, systems and installations required for the Project. 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. C. Conflicting Requirements: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect/Engineer for a decision before proceeding. D. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect/Engineer for a decision before proceeding. E. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. F. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up- to-date as of the date of the Contract Documents. PRIVATE tbl1 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 4 ADAAG Americans with Disabilities Act (ADA) (800) 872-2253 Accessibility Guidelines for Buildings and Facilities (202) 272-0080 Available from Access Board www.access-board.gov CFR Code of Federal Regulations (888) 293-6498 Available from Government Printing Office (202) 512-1530 www.access.gpo.gov/nara/cfr CRD Handbook for Concrete and Cement (601) 634-2355 Available from Army Corps of Engineers Waterways Experiment Station www.wes.army.mil DOD Department of Defense Military Specifications and Standards (215) 697-6257 Available from Department of Defense Single Stock Point www.dodssp.daps.mil DSCC Defense Supply Center Columbus (See FS) FED-STD Federal Standard (See FS) FS Federal Specification (215) 697-6257 Available from Department of Defense Single Stock Point www.dodssp.daps.mil Available from General Services Administration (202) 501-1021 www.fss.gsa.gov Available from National Institute of Building Sciences (202) 289-7800 www.nibs.org FTMS Federal Test Method Standard (See FS) IAC Illinois Accessibility Code www.ilga.gov/commission/jcar/admincode/071/07100400sections .html MIL See MILSPEC MS MIL See MILSPEC MILSPEC Military Specification and Standards (215) 697-6257 Available from Department of Defense Single Stock Point www.dodssp.daps.mil ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 5 OSHA Occupational Safety and Health Administration U.S. Department of Labor 200 Constitution Avenue, NW (202) 693-1707 Washington, D.C. 20210 www.osha.gov UFAS Uniform Federal Accessibility Standards (800) 872-2253 Available from Access Board (202) 272-0080 www.access-board.gov 1.4 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale Research's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the U.S." PRIVATE tbl2 AA Aluminum Association, Inc. (The) (202) 862-5100 www.aluminum.org AAADM American Association of Automatic Door Manufacturers (216) 241-7333 www.aaadm.com AABC Associated Air Balance Council (202) 737-0202 www.aabchq.com AAMA American Architectural Manufacturers Association (847) 303-5664 www.aamanet.org AASHTO American Association of State Highway and (202) 624-5800 Transportation Officials www.transportation.org AATCC American Association of Textile Chemists and Colorists (The) (919) 549-8141 www.aatcc.org ABMA American Bearing Manufacturers Association (202) 367-1155 www.abma-dc.org ACI ACI International (248) 848-3700 (American Concrete Institute) www.aci-int.org ACPA American Concrete Pipe Association (972) 506-7216 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 6 www.concrete-pipe.org AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530 www.aeic.org AFPA American Forest & Paper Association (See AF&PA) AF&PA American Forest & Paper Association (800) 878-8878 www.afandpa.org (202) 463-2700 AGA American Gas Association (202) 824-7000 www.aga.org AGC Associated General Contractors of America (The) (703) 548-3118 www.agc.org AHA American Hardboard Association (Now part of CPA) AHAM Association of Home Appliance Manufacturers (202) 872-5955 www.aham.org AI Asphalt Institute (859) 288-4960 www.asphaltinstitute.org AIA American Institute of Architects (The) (800) 242-3837 www.aia.org (202) 626-7300 AISC American Institute of Steel Construction (800) 644-2400 www.aisc.org (312) 670-2400 AISI American Iron and Steel Institute (202) 452-7100 www.steel.org AITC American Institute of Timber Construction (303) 792-9559 www.aitc-glulam.org ALCA Associated Landscape Contractors of America (800) 395-2522 www.alca.org (703) 736-9666 ALSC American Lumber Standard Committee, Incorporated (301) 972-1700 www.alsc.org AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 7 ANSI American National Standards Institute (202) 293-8020 www.ansi.org AOSA Association of Official Seed Analysts (505) 522-1437 www.aosaseed.com APA APA - The Engineered Wood Association (253) 565-6600 www.apawood.org APA Architectural Precast Association (239) 454-6989 www.archprecast.org API American Petroleum Institute (202) 682-8000 www.api.org ARI Air-Conditioning & Refrigeration Institute (703) 524-8800 www.ari.org ARMA Asphalt Roofing Manufacturers Association (202) 207-0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air-Conditioning Engineers www.ashrae.org (404) 636-8400 ASME ASME International (800) 843-2763 (The American Society of Mechanical Engineers International) (212) 591-7722 www.asme.org ASRE American Society of Refrigeration Engineers ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org ASTM ASTM International (610) 832-9585 (American Society for Testing and Materials International) www.astm.org AWCI AWCI International (703) 534-8300 (Association of the Wall and Ceiling Industries International) www.awci.org AWCMA American Window Covering Manufacturers Association ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 8 (See WCSC) AWI Architectural Woodwork Institute (800) 449-8811 www.awinet.org (703) 733-0600 AWPA American Wood-Preservers' Association (334) 874-9800 www.awpa.com AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353 AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 BHMA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com BIA Brick Industry Association (The) (703) 620-0010 www.bia.org BICSI BICSI (813) 979-1991 www.bicsi.org BIFMA BIFMA International (616) 285-3963 (Business and Institutional Furniture Manufacturer's Association International) www.bifma.com CCC Carpet Cushion Council (203) 637-1312 www.carpetcushion.org CCFSS Center for Cold-Formed Steel Structures (573) 341-4471 www.umr.edu/~ccfss CDA Copper Development Association Inc. (800) 232-3282 www.copper.org (212) 251-7200 CEA Canadian Electricity Association (613) 230-9263 www.canelect.ca CFFA Chemical Fabrics & Film Association, Inc. (216) 241-7333 www.chemicalfabricsandfilm.com CGA Compressed Gas Association (703) 788-2700 www.cganet.com CGSB Canadian General Standards Board (800) 665-2472 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 9 www.pwgsc.gc.ca/cgsb (819) 956-0425 CIMA Cellulose Insulation Manufacturers Association (888) 881-2462 www.cellulose.org (937) 222-2462 CISCA Ceilings & Interior Systems Construction Association (630) 584-1919 www.cisca.org CISPI Cast Iron Soil Pipe Institute (423) 892-0137 www.cispi.org CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainlinkinfo.org CPA Composite Panel Association (301) 670-0604 www.pbmdf.com CPPA Corrugated Polyethylene Pipe Association (800) 510-2772 www.cppa-info.org (202) 462-9607 CRI Carpet & Rug Institute (The) (800) 882-8846 www.carpet-rug.com (706) 278-3176 CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.org CSA CSA International (800) 463-6727 (Formerly: IAS - International Approval Services) (416) 747-4000 www.csa-international.org CSI Construction Specifications Institute (The) (800) 689-2900 www.csinet.org (703) 684-0300 CSSB Cedar Shake & Shingle Bureau (604) 820-7700 www.cedarbureau.org CTI Cooling Technology Institute (281) 583-4087 (Formerly: Cooling Tower Institute) www.cti.org DHI Door and Hardware Institute (703) 222-2010 www.dhi.org EIA Electronic Industries Alliance (703) 907-7500 www.eia.org EIMA EIFS Industry Members Association (800) 294-3462 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 10 www.eima.com (770) 968-7945 EJCDC Engineers Joint Contract Documents Committee (800) 548-2723 www.asce.org (703) 295-6300 EJMA Expansion Joint Manufacturers Association, Inc. (914) 332-0040 www.ejma.org ESD ESD Association (315) 339-6937 FCI Fluid Controls Institute (216) 241-7333 www.fluidcontrolsinstitute.org FIBA Federation Internationale de Basketball Amateur 41 22 545 00 00 (The International Basketball Federation) www.fiba.com FIVB Federation Internationale de Volleyball 41 21 345 35 35 (The International Volleyball Federation) www.fivb.ch FM Factory Mutual System (See FMG) FMG FM Global (401) 275-3000 (Formerly: FM - Factory Mutual System) www.fmglobal.com FRSA Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc. (407) 671-3772 www.floridaroof.com FSA Fluid Sealing Association (610) 971-4850 www.fluidsealing.com FSC Forest Stewardship Council 52 951 5146905 www.fscoax.org GA Gypsum Association (202) 289-5440 www.gypsum.org GANA Glass Association of North America (785) 271-0208 www.glasswebsite.com GRI Geosynthetic Research Institute (See GSI) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 11 GS Green Seal (202) 872-6400 www.greenseal.org GSI Geosynthetic Institute (610) 522-8440 www.geosynthetic-institute.org HI Hydraulic Institute (888) 786-7744 www.pumps.org (973) 267-9700 HI Hydronics Institute (908) 464-8200 www.gamanet.org HMMA Hollow Metal Manufacturers Association (See NAAMM) HPVA Hardwood Plywood & Veneer Association (703) 435-2900 www.hpva.org HPW H. P. White Laboratory, Inc. (410) 838-6550 www.hpwhite.com IAS International Approval Services (See CSA) IBF International Badminton Federation (441-24) 223-4904 www.intbadfed.org IBR Institute of Boiler & Radiator Manufacturers ICEA Insulated Cable Engineers Association, Inc. (770) 830-0369 www.icea.net ICRI International Concrete Repair Institute, Inc. (847) 827-0830 www.icri.org IEC International Electrotechnical Commission 41 22 919 02 11 www.iec.ch IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900 www.ieee.org IESNA Illuminating Engineering Society of North America (212) 248-5000 www.iesna.org IGCC Insulating Glass Certification Council (315) 646-2234 www.igcc.org ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 12 IIA Incinerator Institute of America IGMA Insulating Glass Manufacturers Alliance (The) (613) 233-1510 www.igmaonline.org ILI Indiana Limestone Institute of America, Inc. (812) 275-4426 www.iliai.com ISO International Organization for Standardization 41 22 749 01 11 www.iso.ch ISSFA International Solid Surface Fabricators Association (702) 567-8150 www.issfa.net ITS Intertek (800) 345-3851 www.intertek.com (607) 753-6711 ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690 www.kcma.org LMA Laminating Materials Association (201) 664-2700 www.lma.org LPI Lightning Protection Institute (800) 488-6864 www.lightning.org (847) 577-7200 MBMA Metal Building Manufacturers Association (216) 241-7333 www.mbma.com MFMA Maple Flooring Manufacturers Association (847) 480-9138 www.maplefloor.org MFMA Metal Framing Manufacturers Association (312) 644-6610 www.metalframingmfg.org MH Material Handling Industry of America (See MHIA) MHIA Material Handling Industry of America (800) 345-1815 www.mhia.org (704) 676-1190 MIA Marble Institute of America (440) 250-9222 www.marble-institute.com ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 13 MPI Master Painters Institute (888) 674-8937 www.paintinfo.com MSS Manufacturers Standardization Society of The Valve and (703) 281-6613 Fittings Industry Inc. www.mss-hq.com NAAMM National Association of Architectural Metal Manufacturers (312) 332-0405 www.naamm.org NACE NACE International (281) 228-6200 (National Association of Corrosion Engineers International) www.nace.org NADCA National Air Duct Cleaners Association (202) 737-2926 www.nadca.com NAFM National Association of Fan Manufacturers NAGWS National Association for Girls and Women in Sport (800) 213-7193, ext. 453 www.aahperd.org/nagws/ NAIMA North American Insulation Manufacturers Association (The) (703) 684-0084 www.naima.org NBFU National Board of Fire Underwriters NBGQA National Building Granite Quarries Association, Inc. (800) 557-2848 www.nbgqa.com NCAA National Collegiate Athletic Association (The) (317) 917-6222 www.ncaa.org NCMA National Concrete Masonry Association (703) 713-1900 www.ncma.org NCPI National Clay Pipe Institute (262) 248-9094 www.ncpi.org NCTA National Cable & Telecommunications Association (202) 775-3550 www.ncta.com NEBB National Environmental Balancing Bureau (301) 977-3698 www.nebb.org NEC National Electrical Code (see National Fire Protection Association) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 14 NECA National Electrical Contractors Association (301) 657-3110 www.necanet.org NEII National Elevator Industry, Inc. (518)-854-3100 www.neii.org NeLMA Northeastern Lumber Manufacturers' Association (207) 829-6901 www.nelma.org NEMA National Electrical Manufacturers Association (703) 841-3200 www.nema.org NETA InterNational Electrical Testing Association (303) 697-8441 www.netaworld.org NFHS National Federation of State High School Associations (317) 972-6900 www.nfhs.org NFPA NFPA (800) 344-3555 www.nfpa.org (617) 770-3000 NFRC National Fenestration Rating Council (301) 589-1776 www.nfrc.org NGA National Glass Association (703) 442-4890 www.glass.org NHLA National Hardwood Lumber Association (800) 933-0318 www.natlhardwood.org (901) 377-1818 NLGA National Lumber Grades Authority (604) 524-2393 www.nlga.org NOFMA Wood Flooring Manufacurers Association, (901) 526-5016 Formerly: National Oak Flooring Manufacturers Association www.nofma.org NRCA National Roofing Contractors Association (800) 323-9545 www.nrca.net (847) 299-9070 NRMCA National Ready Mixed Concrete Association (888) 846-7622 www.nrmca.org (301) 587-1400 NSF NSF International (800) 673-6275 (National Sanitation Foundation International) (734) 769-8010 www.nsf.org ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 15 NSSGA National Stone, Sand & Gravel Association (800) 342-1415 www.nssga.org (703) 525-8788 NTMA National Terrazzo & Mosaic Association, Inc. (800) 323-9736 www.ntma.com (540) 751-0930 NTRMA National Tile Roofing Manufacturers Association (See RTI) NWWDA National Wood Window and Door Association (See WDMA) OPL Omega Point Laboratories, Inc. (800) 966-5253 www.opl.com (210) 635-8100 PCI Precast/Prestressed Concrete Institute (312) 786-0300 www.pci.org PDCA Painting & Decorating Contractors of America (800) 332-7322 www.pdca.com (314) 514-7322 PDI Plumbing & Drainage Institute (800) 589-8956 www.pdionline.org (978) 557-0720 PGI PVC Geomembrane Institute (217) 333-3929 www.pgi-tp.ce.uiuc.edu PTI Post-Tensioning Institute (602) 870-7540 www.post-tensioning.org RCSC Research Council on Structural Connections (800) 644-2400 www.boltcouncil.org (312) 670-2400 RFCI Resilient Floor Covering Institute (301) 340-8580 www.rfci.com RIS Redwood Inspection Service (888) 225-7339 www.calredwood.org (415) 382-0662 RTI Roof Tile Institute (312) 670-4177 (Formerly: NTRMA - National Tile Roofing Manufacturers Association) www.ntrma.org SAE SAE International (724) 776-4841 www.sae.org ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 16 SDI Steel Deck Institute (847) 462-1930 www.sdi.org SDI Steel Door Institute (440) 899-0010 www.steeldoor.org SEFA Scientific Equipment and Furniture Association (516) 294-5424 www.sefalabs.com SFBC South Florida Building Code SGCC Safety Glazing Certification Council (315) 646-2234 www.sgcc.org SIA Security Industry Association (703) 683-2075 www.siaonline.org SIGMA Sealed Insulating Glass Manufacturers Association (See IGMA) SJI Steel Joist Institute (843) 626-1995 www.steeljoist.org SMA Screen Manufacturers Association (561) 533-0991 www.smacentral.org SMACNA Sheet Metal and Air Conditioning Contractors' (703) 803-2980 National Association www.smacna.org SMPTE Society of Motion Picture and Television Engineers (914) 761-1100 www.smpte.org SPFA Spray Polyurethane Foam Alliance (800) 523-6154 (Formerly: SPI/SPFD - The Society of the Plastics Industry, Inc.; Spray Polyurethane Foam Division) www.sprayfoam.org SPIB Southern Pine Inspection Bureau (The) (850) 434-2611 www.spib.org SPI/SPFD Society of the Plastics Industry, Inc. (The) Spray Polyurethane Foam Division (See SPFA) SPRI SPRI (781) 647-7026 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 17 (Single Ply Roofing Institute) www.spri.org SSINA Specialty Steel Industry of North America (800) 982-0355 www.ssina.com (202) 342-8630 SSPC SSPC: The Society for Protective Coatings (877) 281-7772 www.sspc.org (412) 281-2331 STI Steel Tank Institute (847) 438-8265 www.steeltank.com SWI Steel Window Institute (216) 241-7333 www.steelwindows.com SWRI Sealant, Waterproofing, & Restoration Institute (816) 472-7974 www.swrionline.org TCNA Tile Council of North America, Inc. (864) 646-8453 www.tileusa.com TIA/EIA Telecommunications Industry Association/Electronic (703) 907-7700 Industries Alliance www.tiaonline.org TMS The Masonry Society (303) 939-9700 www.masonrysociety.org TPI Truss Plate Institute, Inc. (608) 833-5900 www.tpinst.org TPI Turfgrass Producers International (800) 405-8873 www.turfgrasssod.org (847) 705-9898 UL Underwriters Laboratories Inc. (800) 285-4476 www.ul.com (847) 272-8800 UNI Uni-Bell PVC Pipe Association (972) 243-3902 www.uni-bell.org USAV USA Volleyball (888) 786-5539 www.usavolleyball.org (719) 228-6800 USGBC U.S. Green Building Council (202) 828-7422 www.usgbc.org USITT United States Institute for Theatre Technology, Inc. (800) 938-7488 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 18 www.usitt.org (315) 463-6463 WASTEC Waste Equipment Technology Association (800) 424-2869 www.wastec.org (202) 244-4700 WCLIB West Coast Lumber Inspection Bureau (800) 283-1486 www.wclib.org (503) 639-0651 WCMA Window Covering Manufacturers Association (See WCSC) WCSC Window Covering Safety Council (800) 506-4636 (Formerly: WCMA - Window Covering Manufacturers (212) 661-4261 Association) www.windowcoverings.org WDMA Window & Door Manufacturers Association (800) 223-2301 (Formerly: NWWDA - National Wood Window and (847) 299-5200 Door Association) www.wdma.com WI Woodwork Institute (Formerly: WIC - Woodwork Institute of California) (916) 372-9943 www.wicnet.org WIC Woodwork Institute of California (See WI) WMMPA Wood Moulding & Millwork Producers Association (800) 550-7889 www.wmmpa.com (530) 661-9591 WSRCA Western States Roofing Contractors Association (800) 725-0333 www.wsrca.com (650) 548-0112 WWPA Western Wood Products Association (503) 224-3930 www.wwpa.org B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. PRIVATE tbl3 BOCA BOCA International, Inc. (See ICC) CABO Council of American Building Officials (See ICC) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 19 IAPMO International Association of Plumbing and Mechanical Officials (909) 472- 4100 www.iapmo.org ICBO International Conference of Building Officials (See ICC) ICBO ES ICBO Evaluation Service, Inc. (See ICC-ES) ICC International Code Council (703) 931- 4533 (Formerly: CABO - Council of American Building Officials) www.iccsafe.org ICC-ES ICC Evaluation Service, Inc. (800) 423- 6587 www.icc-es.org (562) 699- 0543 SBCCI Southern Building Code Congress International, Inc. (See ICC) C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. PRIVATE tbl4 CE Army Corps of Engineers www.usace.army.mil CPSC Consumer Product Safety Commission (800) 638-2772 www.cpsc.gov (301) 504-6816 DOC Department of Commerce (202) 482-2000 www.commerce.gov DOE Department of Energy (202) 586-9220 www.eren.doe.gov EPA Environmental Protection Agency (202) 272-0167 www.epa.gov FAA Federal Aviation Administration (202) 366-4000 www.faa.gov ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 20 FDA Food and Drug Administration (888) 463-6332 www.fda.gov GSA General Services Administration (800) 488-3111 www.gsa.gov (202) 501-1888 HUD Department of Housing and Urban Development (202) 708-1112 www.hud.gov LBL Lawrence Berkeley Laboratory (510) 486-4000 www.lbl.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology (301) 975-6478 www.nist.gov OSHA Occupational Safety & Health Administration (800) 321-6742 www.osha.gov (202) 693-1999 PBS Public Building Service (See GSA) PHS Office of Public Health and Science (202) 690-7694 //phs.os.dhhs.gov RUS Rural Utilities Service (202) 720-9540 (See USDA) SD State Department (202) 647-4000 www.state.gov TRB Transportation Research Board (202) 334-2934 www.nas.edu/trb USDA Department of Agriculture (202) 720-2791 www.usda.gov USPS Postal Service (202) 268-2000 www.usps.com D. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. PRIVATE tbl5 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ REFERENCES 01 42 00 - 21 CBHF State of California, Department of Consumer Affairs (800) 952-5210 Bureau of Home Furnishings and Thermal Insulation (916) 574-2041 www.dca.ca.gov/bhfti CPUC California Public Utilities Commission (415) 703-2782 www.cpuc.ca.gov SFBC South Florida Building Code Southern Building Code Congress International, Inc. (205) 591-1853 www.sbcci.org TFS Texas Forest Service (936) 639-8180 Forest Products Laboratory www.txforestservice.tamu.edu PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01420 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 1 SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. B. Temporary utilities include, but are not limited to, the following: 1. Telephone service. C. Support facilities include, but are not limited to, the following: 1. Field offices. 2. Construction aids and miscellaneous services and facilities. D. Security and protection facilities include, but are not limited to, the following: 1. Temporary partitions. 2. Fire protection. E. Related Sections include the following: 1. Division 1 Section "Submittal Procedures" for procedures for submitting copies of implementation and termination schedule and utility reports. 2. Division 1 Section "Execution" for progress cleaning requirements. 3. Division 1 Section "Infection Control Procedures" for infection control procedures during construction. 1.3 DEFINITIONS A. Permanent Enclosure: As determined by Architect/Engineer, permanent or temporary roofing is complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all openings are closed with permanent construction or substantial temporary closures. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 2 1.4 USE CHARGES A. General: Cost or use charges for temporary facilities are not chargeable to Owner or Architect/Engineer and shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, the following: 1. Owner's construction forces. 2. Occupants of Project. 3. Architect/Engineer. 4. Testing agencies. 5. Personnel of authorities having jurisdiction. B. Sewer Service: Use Owner’s existing sewer system without use charges for sewer usage, by all parties engaged in construction, at Project site. C. Water Service: Use water from Owner's existing water system without metering and without payment of use charges. D. Natural Gas Service for space heating use: Use gas from Owner's existing system without metering and without payment of use charges. 1.5 QUALITY ASSURANCE A. Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241. 1. Trade Jurisdictions: Assigned responsibilities for installation and operation of temporary utilities are not intended to interfere with trade regulations and union jurisdictions. 2. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for the design of temporary and permanent protection installations that are similar to those indicated for this Project in material, design and extent. C. Architect/Engineer’s Review: 1. Review by the Architect/Engineer of the Contractor’s proposed construction to protect existing construction shall not relieve the Contractor of the full responsibility for this work. 2. The purpose of the Architect/Engineer’s review of the Contractor’s shop drawings and calculations shall be only to protect the Owner from installation of inadequate and insufficient protection for existing construction. By reviewing the design and calculations, the Architect/Engineer assumes no responsibility for the design or its adequacy. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 3 1.6 PROJECT CONDITIONS A. Temporary Utilities: At earliest feasible time, when acceptable to Owner, change over from use of temporary service to use of permanent service. 1. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. B. Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties engaged in the Work: 1. Keep temporary services and facilities clean and neat. 2. Relocate temporary services and facilities as required by progress of the Work. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Architect/Engineer. Provide materials suitable for use intended. B. Gypsum Board: Minimum 1/2 inch (12.7 mm) thick by 48 inches (1219 mm) wide by maximum available lengths; regular-type panels with tapered edges. Comply with ASTM C 36. C. Vinyl-faced Gypsum Board: Minimum 1/2 inch (12.7 mm) thick by 48 inches (1219 mm) wide by maximum available lengths; regular-type panels with eased edges; vinyl film facing. Comply with ASTM C 960. 1. Fire Resistance Characteristics: ASTM E 84 a. Flame Spread: Less than 25 b. Smoke Developed: Less than 250 D. Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool; with maximum flame-spread and smoke-developed indices of 25 and 50, respectively. E. Paint: Comply with requirements in Division 9 Section "Painting." F. Tarpaulins: Fire-resistive labeled with flame-spread rating of 15 or less. G. Water: Potable. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 4 2.2 EQUIPMENT A. General: Provide equipment suitable for use intended. B. Fire Extinguishers: Hand carried, portable, UL rated. Provide class and extinguishing agent as indicated or a combination of extinguishers of NFPA-recommended classes for exposures. 1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure. C. Electrical Outlets: Properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120-V plugs into higher-voltage outlets; equipped with ground-fault circuit interrupters, reset button, and pilot light. D. Power Distribution System Circuits: Where permitted and overhead and exposed for surveillance, wiring circuits, not exceeding 125-V ac, 20-A rating, and lighting circuits may be nonmetallic sheathed cable. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. Telephone Service: Provide temporary telephone service throughout construction period for common-use facilities used by all personnel engaged in construction activities. Install separate telephone line for each field office and first-aid station. 1. Provide additional telephone lines for the following: a. In field office with more than two occupants, install a telephone for each additional occupant or pair of occupants. b. Provide a dedicated telephone line for each facsimile machine and computer with modem in each field office. c. Provide a separate telephone line for Owner's use. d. Install a telephone on every second or third story of construction. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 5 2. At each telephone, post a list of important telephone numbers. a. Police and fire departments. b. Ambulance service. c. Contractor's home office. d. Architect/Engineer's office. e. Owner's office. f. Principal subcontractors' field and home offices. 3. Provide an answering machine, voice-mail service or messaging service on superintendent's telephone. 4. Furnish superintendent with electronic paging device or portable two-way radio for use when away from field office. 5. Provide a portable cellular telephone for superintendent's use in making and receiving telephone calls when away from field office. 3.3 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Locate field offices, storage sheds, sanitary facilities, and other temporary construction and support facilities for easy access. 2. Provide incombustible construction for offices, shops, and sheds located within construction area or within 30 feet (9 m) of building lines. Comply with NFPA 241. 3. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. B. Common-Use Field Office: Provide an insulated, weathertight, air-conditioned field office for use as a common facility by all personnel engaged in construction activities; of sufficient size to accommodate required office personnel and meetings of 10 persons at Project site. Keep office clean and orderly. 1. Furnish and equip offices as follows: a. Desk and four chairs, four-drawer file cabinet, a plan table, a plan rack, and bookcase. b. Water cooler and private toilet complete with water closet, lavatory, and medicine cabinet with mirror. c. Coffee machine and supplies, including regular and decaffeinated coffee, filters, cups, stirring sticks, creamer, sugar, and sugar substitute. d. Provide a room of not less than 240 sq. ft. (22.5 sq. m) for Project meetings. Furnish room with conference table, 12 folding chairs, and 4-foot- (1.2-m-) square tack board. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 6 C. Existing Elevator Usage: Use of Owner's existing elevators will be permitted, as long as elevators are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore elevators to condition existing before initial use, including replacing worn cables, guide shoes, and similar items of limited life. 1. Provide protective coverings, barriers, devices, signs, or other procedures to protect elevator car and entrance doors and frame. If, despite such protection, elevators become damaged, engage elevator Installer to restore damaged work so no evidence remains of correction work. Return items that cannot be refinished in field to the shop, make required repairs and refinish entire unit, or provide new units as required. D. Existing Stair Usage: Use of Owner's existing stairs will be permitted, as long as stairs are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore stairs to condition existing before initial use. 1. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs and to maintain means of egress. If, despite such protection, stairs become damaged, restore damaged areas so no evidence remains of correction work. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Temporary Partitions: Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise. 1. Construct dustproof partitions of not less than nominal 3 5/8-inch metal studs, 5/8-inch (16-mm) gypsum wallboard with joints taped on both sides or vinyl-faced gypsum board with edges butted. Where ductwork, conduit and other services make wall construction impossible, provide 2 layers of 3-mil (0.07-mm) polyethylene sheets, inside and outside temporary enclosure above the ceiling line. 2. Insulate partitions to provide noise protection to occupied areas. 3. Seal joints and perimeter. Equip partitions with dustproof doors and security locks. 4. Protect air-handling equipment. B. Temporary Fire Protection: Until fire-protection needs are supplied by permanent facilities, install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241. 1. Provide fire extinguishers, installed on walls on mounting brackets, visible and accessible from space being served, with sign mounted above. a. Field Offices: Class A stored-pressure water-type extinguishers. b. Other Locations: Class ABC dry-chemical extinguishers or a combination of extinguishers of NFPA-recommended classes for exposures. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 7 c. Locate fire extinguishers where convenient and effective for their intended purpose; provide not less than one extinguisher on each floor at or near each usable stairwell. 2. Store combustible materials in containers in fire-safe locations. 3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire- protection facilities, stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure areas. 4. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition. 5. Permanent Fire Protection: At earliest feasible date in each area of Project, complete installation of permanent fire-protection facility, including connected services, and place into operation and use. Instruct key personnel on use of facilities. 6. Develop and supervise an overall fire-prevention and first-aid fire-protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. 7. Provide hoses for fire protection of sufficient length to reach construction areas. Hang hoses with a warning sign stating that hoses are for fire-protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. 8. Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning sign stating that hoses are for fire-protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. 3.5 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage caused by freezing temperatures and similar elements. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. 2. Prevent water-filled piping from freezing. . C. Temporary Facility Changeover: Except for using permanent fire protection as soon as available, do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. D. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 8 1. Materials and facilities that constitute temporary facilities are the property of Contractor. Owner reserves right to take possession of Project identification signs. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PRODUCT REQUIREMENTS 01 60 00 - 1 SECTION 01 60 00 - PRODUCT REQUIREMENTS PART 1 - 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 includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; product substitutions; and comparable products. B. Related Sections include the following: 1. Division 01 Section "References" for applicable industry standards for products specified. 2. Division 01 Section "Closeout Procedures" for submitting warranties for Contract closeout. 3. Divisions 02 through 34 Sections for specific requirements for warranties on products and installations specified to be warranted. 1.3 DEFINITIONS A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility, except that products consisting of recycled-content materials are allowed, unless explicitly stated otherwise. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through substitutionprocess Prior to bidding, or where indicated as an approved, acceptable product on the Documents, to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PRODUCT REQUIREMENTS 01 60 00 - 2 B. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. C. Basis-of-Design Product Specification: Where a specific manufacturer's product is named and accompanied by the words "basis of design," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of other named manufacturers. 1.4 SUBMITTALS A. Product List: Submit a list, in tabular form, showing specified products. Include generic names of products required. Include manufacturer's name and proprietary product names for each product. 1. Coordinate product list with Contractor's Construction Schedule and the Submittals Schedule. 2. Form: Tabulate information for each product under the following column headings: a. Specification Section number and title. b. Generic name used in the Contract Documents. c. Proprietary name, model number, and similar designations. d. Manufacturer's name and address. e. Supplier's name and address. f. Installer's name and address. g. Projected delivery date or time span of delivery period. h. Identification of items that require early submittal approval for scheduled delivery date. 3. Initial Submittal: Within 24 hours after bid, submit 3 copies of initial product list. Include a written explanation for omissions of data and for variations from Contract requirements. Architect/Engineer and Owner can reject any suppliers and manufacturers not listed in the Documents. 4. Completed List: Within 10 days after date of commencement of the Work, submit 3 copies of completed product list. Include a written explanation for omissions of data and for variations from Contract requirements. 5. Architect/Engineer's Action: Architect/Engineer will respond in writing to Contractor within 15 days of receipt of completed product list. Architect/Engineer's response will include a list of unacceptable product selections and a brief explanation of reasons for this action. Architect/Engineer's response, or lack of response, does not constitute a waiver of requirement to comply with the Contract Documents. B. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PRODUCT REQUIREMENTS 01 60 00 - 3 1. Substitution Request Form: Use form provided by Architect/Engineer. 2. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified material or product cannot be provided. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. f. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. h. Research/evaluation reports evidencing compliance with building code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. i. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. j. Cost information, including a proposal of change, if any, in the Contract Sum. k. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. l. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 3. Architect/Engineer's Action: If necessary, Architect/Engineer will notify Contractor of acceptance or rejection of proposed substitution within 5 days of receipt of request. a. Form of Acceptance: Change Order. b. Use product specified if Architect/Engineer cannot make a decision on use of a proposed substitution within time allocated. C. Substitution Product Requests (after bid date): Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Architect/Engineer's Action: If necessary, Architect/Engineer will request additional information or documentation for evaluation within one week of receipt of a comparable ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PRODUCT REQUIREMENTS 01 60 00 - 4 product request. Architect/Engineer will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. a. The Contractor shall reimburse the Owner for any claims made against the Owner by the Architect/Engineer for review of Contractor requested substitutions. Reimbursement shall be made by Change Order for the direct costs incurred by the Owner. The Architect/Engineer may make claims for substitutions requested by the Contractor for any reason except inability to obtain a specified product or material within the contract time, due to no fault of the Contractor. b. Form of Approval: As specified in Division 01 Section "Submittal Procedures." c. Use product specified if Architect/Engineer cannot make a decision on use of a comparable product request within time allocated. D. Basis-of-Design Product Specification Submittal: Comply with requirements in Division 01 Section "Submittal Procedures." Show compliance with requirements. 1.5 QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options. 1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors. 2. If a dispute arises between contractors over concurrently selectable but incompatible products, Architect/Engineer will determine which products shall be used. 1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. B. Delivery and Handling: 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PRODUCT REQUIREMENTS 01 60 00 - 5 C. Storage: 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Store materials in a manner that will not endanger Project structure. 3. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. 4. Store cementitious products and materials on elevated platforms. 5. Store foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. 6. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage. 7. Protect stored products from damage and liquids from freezing. 8. Provide a secure location and enclosure at Project site for storage of materials and equipment by Owner's construction forces. Coordinate location with Owner. 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. 2. Special Warranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Owner. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution. 1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed. 2. Specified Form: When specified forms are included with the Specifications, prepare a written document using appropriate form properly executed. 3. Refer to Divisions 02 through 34 Sections for specific content requirements and particular requirements for submitting special warranties. C. Submittal Time: Comply with requirements in Division 01 Section "Closeout Procedures." ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PRODUCT REQUIREMENTS 01 60 00 - 6 PART 2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, that are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Where products are accompanied by the term "as selected," Architect/Engineer will make selection. 5. Where products are accompanied by the term "match sample," sample to be matched is Architect/Engineer's. 6. Descriptive, performance, and reference standard requirements in the Specifications establish "salient characteristics" of products. B. Product Selection Procedures: 1. Product: Where Specifications name a single product and manufacturer, provide the named product that complies with requirements. 2. Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. 3. Products: Where Specifications include a list of names of both products and manufacturers, provide one of the products listed that complies with requirements. 4. Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. 5. Available Products: Where Specifications include a list of names of both products and manufacturers, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with provisions in Part 2 "Comparable Products" Article for consideration of an unnamed product. 6. Available Manufacturers: Where Specifications include a list of manufacturers, provide a product by one of the manufacturers listed, or an unnamed manufacturer, that complies with requirements. Comply with provisions in Part 2 "Comparable Products" Article for consideration of an unnamed product. 7. Product Options: Where Specifications indicate that sizes, profiles, and dimensional requirements on Drawings are based on a specific product or system, provide the specified product or system. Comply with provisions in Part 2 "Product Substitutions" Article for consideration of an unnamed product or system. 8. Basis-of-Design Product: Where Specifications name a product and include a list of manufacturers, provide the specified product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PRODUCT REQUIREMENTS 01 60 00 - 7 and other characteristics that are based on the product named. Comply with provisions in Part 2 "Comparable Products" Article for consideration of an unnamed product by the other named manufacturers. 9. Visual Matching Specification: Where Specifications require matching an established Sample, select a product that complies with requirements and matches Architect/Engineer's sample. Architect/Engineer's decision will be final on whether a proposed product matches. a. If no product available within specified category matches and complies with other specified requirements, comply with provisions in Part 2 "Product Substitutions" Article for proposal of product. 10. Visual Selection Specification: Where Specifications include the phrase "as selected from manufacturer's colors, patterns, textures" or a similar phrase, select a product that complies with other specified requirements. a. Standard Range: Where Specifications include the phrase "standard range of colors, patterns, textures" or similar phrase, Architect/Engineer will select color, pattern, density, or texture from manufacturer's product line that does not include premium items. b. Full Range: Where Specifications include the phrase "full range of colors, patterns, textures" or similar phrase, Architect/Engineer will select color, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. 2.2 PRODUCT SUBSTITUTIONS A. Timing: Architect/Engineer will consider requests for substitution if received 10 days prior to commencement of the. Requests received after that time may be considered or rejected at discretion of Architect/Engineer. B. Conditions: Architect/Engineer will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect/Engineer will return requests without action, except to record noncompliance with these requirements: 1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect/Engineer for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4. Substitution request is fully documented and properly submitted. 5. Requested substitution will not adversely affect Contractor's Construction Schedule. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PRODUCT REQUIREMENTS 01 60 00 - 8 6. Requested substitution has received necessary approvals of authorities having jurisdiction. 7. Requested substitution is compatible with other portions of the Work. 8. Requested substitution has been coordinated with other portions of the Work. 9. Requested substitution provides specified warranty. 10. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. 2.3 COMPARABLE PRODUCTS A. Conditions: Architect/Engineer will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect/Engineer will return requests without action, except to record noncompliance with these requirements: 1. Evidence that the proposed product does not require extensive revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ EXECUTION 01 73 00 - 1 SECTION 01 73 00 - EXECUTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: 1. Construction layout. 2. General installation of products. 3. Coordination of Owner-installed products. 4. Progress cleaning. 5. Starting and adjusting. 6. Protection of installed construction. 7. Correction of the Work. B. Related Sections include the following: 1. Division 01 Section "Project Management and Coordination" for procedures for coordinating field engineering with other construction activities. 2. Division 01 Section "Submittal Procedures" for submitting surveys. 3. Division 01 Section “Special Project Procedures for Clean Room Construction” for procedural requirements for clean room construction and cleaning. 4. Division 01 Section "Cutting and Patching" for procedural requirements for cutting and patching necessary for the installation or performance of other components of the Work. 5. Division 01 Section "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner-accepted deviations from indicated lines and levels, and final cleaning. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ EXECUTION 01 73 00 - 2 PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. 1. Before construction, verify the location and points of connection of utility services. B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: a. Description of the Work. b. List of detrimental conditions, including substrates. c. List of unacceptable installation tolerances. d. Recommended corrections. 2. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 3. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 4. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 5. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Owner not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Owner's written permission. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ EXECUTION 01 73 00 - 3 B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect/Engineer. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. Use RFI form provided by Architect/Engineer. 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings. If discrepancies are discovered, notify Architect/Engineer promptly. 3.4 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. 4. Secure work true to line and level, and within recognized industry tolerances. Allow for expansion and building movement. Provide uniform joint width in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer questionable visual effect choices to the Architect/Engineer for final decision. 5. Adjustments to Work in Field: a. The Architect/Engineer reserves the right to make minor adjustments (maximum of 10’-0”) in location of switches, blocking, ductwork, conduit, drains, piping, outlets, and/or equipment at no additional charge if so directed prior to their installation. b. Where the drawings show equipment, casework, or the like, Contractors shall layout the work to prevent conflicts.l c. Where offsets in piping, additional fittings, necessary drains, minor valves, traps and devices are required to complete the installation, to clear obstructions[ or the Work of other Contractors], or for the proper operation of the system, these shall be deemed to be included in the Contract and shall be furnished and installed complete by the Contractor at no additional charge. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ EXECUTION 01 73 00 - 4 B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated, to the extent that these instructions and recommendations are more explicit or more stringent than requirements indicated on the contract documents. Inspect each item of material or equipment immediately prior to installation. Reject damaged and defective items. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Accessibility: 1. All installations shall be made to maintain maximum headroom and clearance around equipment. When space and/or headroom appear inadequate, Contractor shall notify Architect/Engineer prior to proceeding with installation. No claims for additional compensation shall be approved due to failure of the Contractor or his Subcontractor to comply with this requirement. 2. The Contractor shall locate all equipment, which must be serviced, operated or maintained in fully accessible positions. Minor deviations from the contract drawings may be made to allow for better accessibility, but changes of magnitude or which involve extra cost shall not be made without approval. 3. Ample space shall be allowed for removal of all parts that may require replacement or service in the future. 4. The Contractor shall extend all grease fitting to an accessible location. E. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. G. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Allow for building movement, including thermal expansion and contraction. H. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. I. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. J. Coordinate enclosure of the work with required inspections and tests, so as to minimize the necessity of uncovering work for that purpose. K. Mounting Heights: Where mounting heights are not indicated, mount individual units of work at industry recognized standard mounting heights for the particular application indicated as required to comply with the provisions of the Americans with Disabilities Act (ADA). 1. Confirm mounting heights with Architect/Engineer. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ EXECUTION 01 73 00 - 5 3.5 OWNER-INSTALLED PRODUCTS A. Site Access: Provide access to Project site for Owner's construction forces and Owner's subcontracted services not within this contract. B. Coordination: Coordinate construction and operations of the Work with work performed by Owner's construction forces and Owner's subcontracted services not within this contract. 1. Construction Schedule: Inform Owner of Contractor's preferred construction schedule for Owner's portion of the Work. Adjust construction schedule based on a mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences in actual construction progress. 2. Preinstallation Conferences: Include Owner's construction forces and Owner's subcontracted services not within this contract at preinstallation conferences covering portions of the Work that are to receive Owner's work. Attend preinstallation conferences conducted by Owner's construction forces and Owner's subcontracted services not within this contract if portions of the Work depend on Owner's construction. 3.6 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning for joint-use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C). 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ EXECUTION 01 73 00 - 6 F. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Cutting and Patching: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. 1. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. H. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted. I. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. J. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. K. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. L. It is a requirement for supervision and administration of the work that construction operations be carried out with the maximum possible consideration given to conservation of energy, water and materials. In addition, maximum consideration shall be given to salvaging materials and equipment involved in performance of the work but not incorporated therein. 3.7 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust operating components for proper operation without binding. Adjust equipment for proper operation. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: If a factory-authorized service representative is required to inspect field-assembled components and equipment installation, comply with qualification requirements in Division 1 Section "Quality Requirements." ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ EXECUTION 01 73 00 - 7 3.8 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. 1. Construction personnel shall exercise care and shall provide whatever protective measures are required to assure that their particular portions of the Work do not damage or alter portions of the Work that have been previously installed, either partially or completely. 2. All Work so damaged or altered shall be repaired or replaced to the satisfaction of the Architect/Engineer by the party whose Work has been affected, and expense thereof shall be borne by the party who caused the damage or alteration. 3. Water infiltration and mold control: a. In the event of water or moisture infiltration, the Prime Contractor shall immediately take actions necessary to stop the infiltration at its source, remove the water or moisture and thoroughly dry any affected materials, in accordance with The Institute of Inspection, Cleaning and Restoration Certification (IICRC) S500, Standard and Reference Guide for Professional Water Damage Restoration. This action must be taken no later than 24 hours after the occurrence of the infiltration. All damaged material shall be replaced with new material unless otherwise agreed to by the Owner and Architect/Engineer in writing. b. If water or moisture results in the development of mold or fungal growth on an exposed or unexposed material surface, the material shall be fully replaced with new material. Attempting to eliminate or contain the mold or fungal growth by applying products to the mold, covering over the mold, or otherwise “removing” the mold from the surface is not acceptable. c. In the event of the occurrence of mold, the Prime Contractor shall employ the services of a qualified environmental firm or industrial hygienist specializing in mold remediation and indoor air quality to determine the cause of the problem, recommend a program for remediation, confirm that the problem has been remediated and that the mold has been removed entirely. 1) Firms specializing in water damage and mold remediation and indoor air quality include: a) Micro Air, Inc., 317-293-1533, email-microair@microair.com, b) Bolden’s Cleaning and Restoration, Noblesville, IN, 317-773-7683 c) Clean Air Management, 877-449-7470 or 765-449-7470 d) Paul Davis Restoration, Springfield, IL, (217) 544-4667, email- e) J. C. Restoration, Inc., Bensenville, IL, (630) 773-6699, email- f) Multi-Maintenance Cleaning and Restoration, Grays Lake, IL, (847) 548-1911, email- g) Multi-Maintenance Cleaning and Restoration, Lake Forest, IL, (847) 295-0911, email- ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ EXECUTION 01 73 00 - 8 4. Mold discovered on existing materials during construction: If mold or fungus growth is discovered on existing materials during construction activities, the Contractor shall: a. Notify the Owner and Architect/Engineer immediately, and in writing, detailing the location, apparent extent and potential moisture source. b. Defer Work in the area of contamination until an abatement plan is formulated and implemented. c. Assist the Owner and Architect/Engineer in creating and implementing a remediation plan. The plan shall conform to the New York City Guidelines on Assessment and Remediation of Fungi in Indoor Environments (available at ). C. Limit Exposures of the Work: To the extent possible through reasonable control and protection methods, supervise performance of the work in such a manner and by such means which will ensure that none of the work, whether completed or in progress, will be subjected to harmful, dangerous, damaging or otherwise deleterious exposure during the construction period. Such exposures include, where applicable, but are in no way limited to the following: 1. abrasion 2. air contamination 3. bacteria 4. chemicals 5. combustion 6. destructive testing 7. electrical current 8. excessive weathering 9. excessive static loading 10. improper shipping or handing 11. incompatible interface 12. excessive internal or dynamic loading 13. excessively high or low external pressures 14. heavy traffic 15. high speed operation 16. humidity 17. improper lubrication 18. insect and/or vermin infestation 19. light 20. misalignment 21. pollution 22. puncture 23. radiation 24. soiling 25. solvents 26. temperatures 27. theft 28. thermal shock 29. unprotected storage 30. unusual wear or other misuse 31. vandalism 32. water or ice ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ EXECUTION 01 73 00 - 9 3.9 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply with requirements in Division 01 Section "Cutting and Patching." 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CUTTING AND PATCHING 01 73 29 - 1 SECTION 01 73 29 - CUTTING AND PATCHING PART 1 - 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 includes procedural requirements for cutting and patching. B. The Contractor or trade responsible for cutting or damaging existing work shall patch the Work to match its unaltered condition. C. Related Sections include the following: 1. Division 01 Section "Selective Demolition" for demolition of selected portions of the building for alterations. 2. Division 07 Section "Through-Penetration Firestop Systems" for patching fire-rated construction. 3. Divisions 02 through 31 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. 1.3 DEFINITIONS A. Cutting: Removal of existing construction necessary to permit installation or performance of other Work. B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. 1.4 SUBMITTALS A. Cutting and Patching Proposal: Submit a proposal describing procedures at least 10 days before the time cutting and patching will be performed, requesting approval to proceed. Include the following information: 1. Extent: Describe cutting and patching, show how they will be performed, and indicate why they cannot be avoided. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CUTTING AND PATCHING 01 73 29 - 2 2. Changes to Existing Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building's appearance and other significant visual elements. 3. Products: List products to be used and firms or entities that will perform the Work. 4. Dates: Indicate when cutting and patching will be performed. 5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will be relocated and those that will be temporarily out of service. Indicate how long service will be disrupted. 6. Structural Elements: Where cutting and patching involve adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with original structure. 7. Architect/Engineer's Approval: Obtain approval of cutting and patching proposal before cutting and patching. Approval does not waive right to later require removal and replacement of unsatisfactory work. 1.5 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. C. Miscellaneous Elements: Do not cut and patch the following elements or related components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. 1. Water, moisture, or vapor barriers. 2. Membranes and flashings. 3. Exterior curtain-wall construction. 4. Equipment supports. 5. Piping, ductwork, vessels, and equipment. 6. Noise- and vibration-control elements and systems. D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect/Engineer's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. E. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CUTTING AND PATCHING 01 73 29 - 3 1.6 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections of these Specifications. B. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of existing materials. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CUTTING AND PATCHING 01 73 29 - 4 D. Existing Services: Where existing services are required to be removed, relocated, or abandoned, bypass such services before cutting to minimize or avoid interruption of services to occupied areas. 3.3 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut existing construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. 2. Costs for cutting and patching due to ill-timed or defective work shall be the responsibility of party responsible for ill-timed, rejected or non-conforming work. B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete: Cut using a cutting machine, such as an abrasive saw or a diamond core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections where required by cutting and patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after construction operations requiring cutting are complete. C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections of these Specifications. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CUTTING AND PATCHING 01 73 29 - 5 surface of uniform finish, color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 4. Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an even-plane surface of uniform appearance. 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. 6. Fire Separation: Patched areas shall maintain original or proposed fire separation ratings. END OF SECTION 01731 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CLOSEOUT PROCEDURES 01 77 00 - 1 SECTION 01 77 00 - CLOSEOUT PROCEDURES PART 1 - 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 includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Occupancy notification of authorities with jurisdiction. 3. Project Record Documents. 4. Operation and maintenance manuals. 5. Warranties. 6. Instruction of Owner's personnel. 7. Final cleaning. B. Related Sections include the following: 1. Division 01 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 01 Section "Construction Progress Reporting" for submitting Final Completion construction photographs and negatives. 3. Division 01 Section "Photographic Documentation" for submitting Final Completion construction photographs and negatives. 4. Division 01 Section "Execution" for progress cleaning of Project site. 5. Division 01 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 6. Division 01 Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 7. Division 01 Section "Demonstration and Training" for requirements for instruction of Owner's personnel. 8. Divisions 2 through 33 Sections for specific closeout and special cleaning requirements for products of those Sections. 1.3 SUBSTANTIAL COMPLETION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CLOSEOUT PROCEDURES 01 77 00 - 2 A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. Proceed to complete all incomplete items on list. 2. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents in the Operation and Maintenance Manuals. 3. Complete all systems testing, obtain and submit releases/certifications permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases, including but not limited to the following: a. Medical gas system certification of testing & operation. b. Fire Protection system certification of testing & operation. c. Fire alarm system certification of testing & operation. d. Elevator permits from state agency. e. Approval certificate from local Fire Marshal or Agency having jurisdiction. f. Certificate of Occupancy from local government agency. g. Generator certification of testing and operation. h. Fire proofing material test reports for thickness and density required by the contract documents. 4. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 5. Complete startup testing of systems. 6. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 7. Complete final cleaning requirements, including touchup painting. 8. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B. Inspection: Submit a written request for inspection for Substantial Completion when noted incomplete items are complete. On receipt of request, Architect/Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect/Engineer will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect/Engineer, that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when all Work items identified in previous inspections as incomplete are completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. C. Substantial Completion Inspection Report: The following items may be included in the Inspection Report attached to the Certificate of Substantial Completion: 1. Minor items that require completion and/or repair for the Work to comply with the Contract Documents. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CLOSEOUT PROCEDURES 01 77 00 - 3 2. Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction photographs [and photographic negatives], damage or settlement surveys, property surveys, and similar final record information. 3. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. Obtain Owner’s signed receipt for delivered items. 4. Submit test/adjust/balance records. 5. Advise Owner of changeover in heat and other utilities. 6. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment according to Division 01 Section "Payment Procedures." 2. Submit certified copy of Architect/Engineer's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect/Engineer. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Submit pest-control final inspection report and warranty. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. B. Final Inspection: When all items have been completed, submit a written request for final inspection for acceptance and stating that all work is complete. 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor. 2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems. 1.6 PROJECT RECORD DOCUMENTS ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CLOSEOUT PROCEDURES 01 77 00 - 4 A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Architect/Engineer's reference during normal working hours. B. Record Drawings: Maintain and submit one set of black-line white prints of Contract Drawings and Shop Drawings. 1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later. b. Accurately record information in an understandable drawing technique. c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. d. Mark Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. Where Shop Drawings are marked, show cross-reference on Contract Drawings. 2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 3. Mark important additional information that was either shown schematically or omitted from original Drawings. 4. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable. 5. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets. C. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. 3. Note related Change Orders, Record Drawings, and Product Data, where applicable. D. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to indicate the actual product installation where installation varies substantially from that indicated in Product Data. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CLOSEOUT PROCEDURES 01 77 00 - 5 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders, Record Drawings, and Record Specifications, where applicable. E. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. 1.7 OPERATION AND MAINTENANCE MANUALS A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system. Include operation and maintenance data required in individual Specification Sections and as follows: 1. Operation Data: a. Emergency instructions and procedures. b. System, subsystem, and equipment descriptions, including operating standards. c. Operating procedures, including startup, shutdown, seasonal, and weekend operations. d. Description of controls and sequence of operations. e. Piping diagrams. 2. Maintenance Data: a. Manufacturer's information, including list of spare parts. b. Name, address, and telephone number of Installer or supplier. c. Maintenance procedures. d. Maintenance and service schedules for preventive and routine maintenance. e. Maintenance record forms. f. Sources of spare parts and maintenance materials. g. Copies of maintenance service agreements. h. Copies of warranties and bonds. B. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and index data in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title "OPERATION AND MAINTENANCE MANUAL," and the following: 1. Project name 2. Building name 3. Floor 4. Trade/Specification division ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CLOSEOUT PROCEDURES 01 77 00 - 6 1.8 WARRANTIES A. Submittal Time: Submit written warranties on request of Architect/Engineer for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch (115-by-280-mm) paper. 2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. D. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 - EXECUTION 3.1 DEMONSTRATION AND TRAINING A. Instruction: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1. Provide instructors experienced in operation and maintenance procedures. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CLOSEOUT PROCEDURES 01 77 00 - 7 2. Provide factory-authorized service instruction at mutually agreed-upon times. For equipment that requires seasonal operation, provide similar instruction at the start of each season. 3. Schedule training with Owner with at least seven days' advance notice. 4. Coordinate instructors, including providing notification of dates, times, length of instruction, and course content. B. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections. For each training module, develop a learning objective and teaching outline. Include instruction for the following: 1. System design and operational philosophy. 2. Review of documentation. 3. Operations. 4. Adjustments. 5. Troubleshooting. 6. Maintenance. 7. Repair. 3.2 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. c. Rake grounds that are neither planted nor paved to a smooth, even-textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Remove snow and ice to provide safe access to building. f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CLOSEOUT PROCEDURES 01 77 00 - 8 weathering of exterior surfaces. Restore reflective surfaces to their original condition. g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. h. Sweep concrete floors broom clean in unoccupied spaces. i. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if visible soil or stains remain. j. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. k. Remove labels that are not permanent. l. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. Remove paint so applied. m. Wipe surfaces of mechanical and electrical equipment, [elevator equipment,] and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. n. Replace parts subject to unusual operating conditions. o. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure. p. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills. q. Clean ducts, blowers, and coils if units were operated without filters during construction. r. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned-out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. s. Leave Project clean and ready for occupancy. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ OPERATION AND MAINTENANCE DATA 01 78 23 - 1 SECTION 01 78 23 - OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: 1. Operation and maintenance documentation directory. 2. Emergency manuals. 3. Operation manuals for systems, subsystems, and equipment. 4. Maintenance manuals for the care and maintenance of products, materials, and finishes and systems and equipment. B. Related Sections include the following: 1. Division 1 Section "Submittal Procedures" for submitting copies of submittals for operation and maintenance manuals. 2. Division 1 Section "Closeout Procedures" for submitting operation and maintenance manuals. 3. Division 1 Section "Project Record Documents" for preparing Record Drawings for operation and maintenance manuals. 4. Divisions 2 through 16 Sections for specific operation and maintenance manual requirements for products in those Sections. 1.3 DEFINITIONS A. System: An organized collection of parts, equipment, or subsystems united by regular interaction. B. Subsystem: A portion of a system with characteristics similar to a system. 1.4 SUBMITTALS A. Initial Submittal: Submit 2 draft copies of each manual at least 15 days before requesting inspection for Substantial Completion. Include a complete operation and maintenance ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ OPERATION AND MAINTENANCE DATA 01 78 23 - 2 directory. Architect/Engineer will return 1 copy of draft and mark whether general scope and content of manual are acceptable. B. Final Submittal: Submit 1 copy of each manual in final form at least 15 days before final inspection. Architect/Engineer will return copy with comments within 15 days after final inspection. 1. Correct or modify each manual to comply with Architect/Engineer's comments. Submit 3 copies of each corrected manual within 15 days of receipt of Architect/Engineer's comments. 1.5 COORDINATION A. Where operation and maintenance documentation includes information on installations by more than one factory-authorized service representative, assemble and coordinate information furnished by representatives and prepare manuals. PART 2 - PRODUCTS 2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY A. Organization: Include a section in the directory for each of the following: 1. List of documents. 2. List of systems. 3. List of equipment. 4. Table of contents. B. List of Systems and Subsystems: List systems alphabetically. Include references to operation and maintenance manuals that contain information about each system. C. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list. D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual. E. Identification: In the documentation directory and in each operation and maintenance manual, identify each system, subsystem, and piece of equipment with the same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building Systems." 2.2 MANUALS, GENERAL ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ OPERATION AND MAINTENANCE DATA 01 78 23 - 3 A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents. B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name, address, and telephone number of Contractor. 6. Name and address of Architect/Engineer. 7. Architect/Engineer’s project number. 8. Cross-reference to related systems in other operation and maintenance manuals. C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. 1. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set. D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. 1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8-1/2-by-11-inch (115-by-280-mm) paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets. a. If two or more binders are necessary to accommodate data of a system, organize data in each binder into groupings by subsystem and related components. Cross- reference other binders if necessary to provide essential information for proper operation or maintenance of equipment or system. b. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple-volume sets. 2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major components of ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ OPERATION AND MAINTENANCE DATA 01 78 23 - 4 equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual. 3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes or CD-ROMs for computerized electronic equipment. 4. Supplementary Text: Prepared on 8-1/2-by-11-inch (115-by-280-mm), 20-lb/sq. ft. (75- g/sq. m) white bond paper. 5. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations. 2.3 EMERGENCY MANUALS A. Content: Organize manual into a separate section for each of the following: 1. Type of emergency. 2. Emergency instructions. 3. Emergency procedures. B. Type of Emergency: Where applicable for each type of emergency indicated below, include instructions and procedures for each system, subsystem, piece of equipment, and component: 1. Fire. 2. Flood. 3. Gas leak. 4. Water leak. 5. Power failure. 6. Water outage. 7. System, subsystem, or equipment failure. 8. Chemical release or spill. C. Emergency Instructions: Describe and explain warnings, trouble indications, error messages, and similar codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer, supplier, and manufacturer to maintain warranties. D. Emergency Procedures: Include the following, as applicable: 1. Instructions on stopping. 2. Shutdown instructions for each type of emergency. 3. Operating instructions for conditions outside normal operating limits. 4. Required sequences for electric or electronic systems. 5. Special operating instructions and procedures. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ OPERATION AND MAINTENANCE DATA 01 78 23 - 5 2.4 OPERATION MANUALS A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem, and equipment descriptions. 2. Performance and design criteria if Contractor is delegated design responsibility. 3. Operating standards. 4. Operating procedures. 5. Operating logs. 6. Wiring diagrams. 7. Control diagrams. 8. Piped system diagrams. 9. Precautions against improper use. 10. License requirements including inspection and renewal dates. B. Descriptions: Include the following: 1. Product name and model number. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts. C. Operating Procedures: Include the following, as applicable: 1. Startup procedures. 2. Equipment or system break-in procedures. 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. 7. Seasonal and weekend operating instructions. 8. Required sequences for electric or electronic systems. 9. Special operating instructions and procedures. D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. E. Piped Systems: Diagram piping as installed, and identify color-coding where required for identification. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ OPERATION AND MAINTENANCE DATA 01 78 23 - 6 2.5 PRODUCT MAINTENANCE MANUAL A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below. B. Source Information: List each product included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. C. Product Information: Include the following, as applicable: 1. Product name and model number. 2. Manufacturer's name. 3. Color, pattern, and texture. 4. Material and chemical composition. 5. Reordering information for specially manufactured products. D. Maintenance Procedures: Include manufacturer's written recommendations and the following: 1. Inspection procedures. 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. 5. Repair instructions. E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. 2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below. B. Source Information: List each system, subsystem, and piece of equipment included in the manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ OPERATION AND MAINTENANCE DATA 01 78 23 - 7 C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment: 1. Standard printed maintenance instructions and bulletins. 2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal, replacement, and assembly. 3. Identification and nomenclature of parts and components. 4. List of items recommended to be stocked as spare parts. D. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures: 1. Test and inspection instructions. 2. Troubleshooting guide. 3. Precautions against improper maintenance. 4. Disassembly; component removal, repair, and replacement; and reassembly instructions. 5. Aligning, adjusting, and checking instructions. 6. Demonstration and training videotape, if available. E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. 1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies. 2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance. F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services. G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent. H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. PART 3 - EXECUTION 3.1 MANUAL PREPARATION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ OPERATION AND MAINTENANCE DATA 01 78 23 - 8 A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency, operation, and maintenance manuals. B. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by emergency personnel and by Owner's operating personnel for types of emergencies indicated. C. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work. D. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. 1. Engage a factory-authorized service representative to assemble and prepare information for each system, subsystem, and piece of equipment not part of a system. 2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel. E. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. 1. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or systems. F. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in Record Drawings to ensure correct illustration of completed installation. 1. Do not use original Project Record Documents as part of operation and maintenance manuals. 2. Comply with requirements of newly prepared Record Drawings in Division 1 Section "Project Record Documents." G. Comply with Division 1 Section "Closeout Procedures" for the schedule for submitting operation and maintenance documentation. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PROJECT RECORD DOCUMENTS 01 78 39 - 1 SECTION 01 78 39 - PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. B. Related Sections include the following: 1. Division 1 Section "Multiple Contract Summary" for coordinating Project Record Documents covering the Work of multiple contracts. 2. Division 1 Section "Closeout Procedures" for general closeout procedures. 3. Division 1 Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 4. Divisions 2 through 16 Sections for specific requirements for Project Record Documents of products in those Sections. 1.3 SUBMITTALS A. Record Drawings: Comply with the following: 1. Number of Copies: Submit copies of Record Drawings as follows: a. Submit one sets of marked-up Record black-line drawings. b. When submitting any portion of the Record Drawings using electronic media, submit in AutoCAD, version 2000 or 2007 on CD-ROM. Reference Division 01 Section ”Submittal Procedures” for Record shop drawing requirements. B. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. C. Record Product Data: Submit one copy of each Product Data submittal. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PROJECT RECORD DOCUMENTS 01 78 39 - 2 1. Where Record Product Data is required as part of operation and maintenance manuals, submit marked-up Product Data as an insert in the manual instead of submittal as Record Product Data. PART 2 - PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of black-line white prints of the Contract Drawings and Shop Drawings. 1. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 2. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. c. Depths of foundations below first floor. d. Locations and depths of underground utilities. e. Revisions to routing of piping and conduits. f. Revisions to electrical circuitry. g. Actual equipment locations. h. Duct size and routing. i. Locations of concealed internal utilities. j. Changes made by Change Order. k. Changes made following Architect/Engineer's written orders. l. Details not on the original Contract Drawings. m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically. 3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings. 4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PROJECT RECORD DOCUMENTS 01 78 39 - 3 5. Mark important additional information that was either shown schematically or omitted from original Drawings. 6. Note Alternate numbers, Change Order numbers, and similar identification, where applicable. B. Record Drawings: Immediately before inspection for Certificate of Substantial Completion, review marked-up Record Prints with Architect/Engineer. 2.2 RECORD SPECIFICATIONS A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. 3. Record the name of the manufacturer, supplier, Installer, and other information necessary to provide a record of selections made. 4. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data. 5. Note related Change Orders, Record Drawings, and Product Data where applicable. 2.3 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders, Record Drawings, and Product Data where applicable. 2.4 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. PART 3 - EXECUTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PROJECT RECORD DOCUMENTS 01 78 39 - 4 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect/Engineer 's reference during normal working hours. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DEMONSTRATION AND TRAINING 01 79 00 - 1 SECTION 01 79 00 - DEMONSTRATION AND TRAINING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for instructing Owner's personnel, including the following: 1. Demonstration of operation of systems, subsystems, and equipment. 2. Training in operation and maintenance of systems, subsystems, and equipment. B. Related Sections include the following: 1. Division 1 Section "Allowances" for administrative and procedural requirements for demonstration and training allowances. 2. Division 1 Section "Project Management and Coordination" for requirements for preinstruction conferences. 3. Division 1 Section "Photographic Documentation" for preparing and submitting demonstration and training videotapes. C. Allowances: Furnish demonstration and training instruction time under the Demonstration and Training Allowance as specified in Division 1 Section "Allowances." D. Unit Price for Instruction Time: Length of instruction time will be measured by actual time spent performing demonstration and training in required location. No payment will be made for time spent assembling educational materials, setting up, or cleaning up. 1.3 SUBMITTALS A. Instruction Program: Submit two copies of outline of instructional program for demonstration and training, including a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. Include learning objective and outline for each training module. 1. At completion of training, submit one complete training manual for Owner's use. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DEMONSTRATION AND TRAINING 01 79 00 - 2 B. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. C. Attendance Record: For each training module, submit list of participants and length of instruction time. D. Evaluations: For each participant and for each training module, submit results and documentation of performance-based test. E. Demonstration and Training Videotape: Submit two copies at end of each training module. 1.4 QUALITY ASSURANCE A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance. B. Instructor Qualifications: A factory-authorized service representative, complying with requirements in Division 1 Section "Quality Requirements," experienced in operation and maintenance procedures and training. C. Preinstruction Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to demonstration and training including, but not limited to, the following: 1. Inspect and discuss locations and other facilities required for instruction. 2. Review and finalize instruction schedule and verify availability of educational materials, instructors' personnel, audiovisual equipment, and facilities needed to avoid delays. 3. Review required content of instruction. 4. For instruction that must occur outside, review weather and forecasted weather conditions and procedures to follow if conditions are unfavorable. 1.5 COORDINATION A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations. B. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DEMONSTRATION AND TRAINING 01 79 00 - 3 C. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Architect. PART 2 - PRODUCTS 2.1 INSTRUCTION PROGRAM A. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections, and as follows: 1. Motorized doors, including folding accordion fire rated doors. 2. Fire-protection systems, including fire alarm and fire-extinguishing systems. 3. Medical equipment, including medical gas equipment and piping. 4. Heat generation, including pumps and water distribution piping. 5. Refrigeration systems, including pumps and distribution piping. 6. HVAC systems, including air distribution systems and terminal equipment and devices. 7. HVAC instrumentation and controls. 8. Electrical service and distribution, including panelboards, uninterruptible power supplies and motor controls. 9. Lighting equipment and controls. 10. Communication systems, including intercommunication, surveillance, clocks and programming ,voice and data and televisionequipment. B. Training Modules: Develop a learning objective and teaching outline for each module. Include a description of specific skills and knowledge that participant is expected to master. For each module, include instruction for the following: 1. Basis of System Design, Operational Requirements, and Criteria: Include the following: a. System, subsystem, and equipment descriptions. b. Performance and design criteria if Contractor is delegated design responsibility. c. Operating standards. d. Regulatory requirements. e. Equipment function. f. Operating characteristics. g. Limiting conditions. h. Performance curves. 2. Documentation: Review the following items in detail: a. Emergency manuals. b. Operations manuals. c. Maintenance manuals. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DEMONSTRATION AND TRAINING 01 79 00 - 4 d. Project Record Documents. e. Identification systems. f. Warranties and bonds. g. Maintenance service agreements and similar continuing commitments. 3. Emergencies: Include the following, as applicable: a. Instructions on meaning of warnings, trouble indications, and error messages. b. Instructions on stopping. c. Shutdown instructions for each type of emergency. d. Operating instructions for conditions outside of normal operating limits. e. Sequences for electric or electronic systems. f. Special operating instructions and procedures. 4. Operations: Include the following, as applicable: a. Startup procedures. b. Equipment or system break-in procedures. c. Routine and normal operating instructions. d. Regulation and control procedures. e. Control sequences. f. Safety procedures. g. Instructions on stopping. h. Normal shutdown instructions. i. Operating procedures for emergencies. j. Operating procedures for system, subsystem, or equipment failure. k. Seasonal and weekend operating instructions. l. Required sequences for electric or electronic systems. m. Special operating instructions and procedures. 5. Adjustments: Include the following: a. Alignments. b. Checking adjustments. c. Noise and vibration adjustments. d. Economy and efficiency adjustments. 6. Troubleshooting: Include the following: a. Diagnostic instructions. b. Test and inspection procedures. 7. Maintenance: Include the following: a. Inspection procedures. b. Types of cleaning agents to be used and methods of cleaning. c. List of cleaning agents and methods of cleaning detrimental to product. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DEMONSTRATION AND TRAINING 01 79 00 - 5 d. Procedures for routine cleaning e. Procedures for preventive maintenance. f. Procedures for routine maintenance. g. Instruction on use of special tools. 8. Repairs: Include the following: a. Diagnosis instructions. b. Repair instructions. c. Disassembly; component removal, repair, and replacement; and reassembly instructions. d. Instructions for identifying parts and components. e. Review of spare parts needed for operation and maintenance. PART 3 - EXECUTION 3.1 PREPARATION A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a combined training manual. B. Set up instructional equipment at instruction location. 3.2 INSTRUCTION A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Contractor and Owner for number of participants, instruction times, and location. B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1. Architect will furnish an instructor to describe basis of system design, operational requirements, criteria, and regulatory requirements. 2. Owner will furnish an instructor to describe Owner's operational philosophy. 3. Owner will furnish Contractor with names and positions of participants. C. Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season. 1. Schedule training with Owner with at least seven days' advance notice. D. Evaluation: At conclusion of each training module, assess and document each participant's mastery of module by use of an oral performance-based test. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DEMONSTRATION AND TRAINING 01 79 00 - 6 E. Demonstration and Training Videotape: Record each training module separately. Include classroom instructions and demonstrations, board diagrams, and other visual aids, but not student practice. 1. Comply with requirements in Division 1 Section "Photographic Documentation." 2. At beginning of each training module, record each chart containing learning objective and lesson outline. F. Cleanup: Collect used and leftover educational materials and give to Owner. Remove instructional equipment. Restore systems and equipment to condition existing before initial training use. END OF SECTION Wood, Plastics, and Composites Division 06 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ WOOD TREATMENT 06 05 73 - 1 SECTION 06 05 73 — WOOD TREATMENT PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Fire-retardant treatment for wood products furnished under other sections. B. Related Sections: 1. Division 06 Section “Rough Carpentry” 1.2 REFERENCES A. American Lumber Standards Committee (ALSC): 1. Treated Wood Program B. ASTM International (ASTM): 1. E 84 – Methods of Test for Surface Burning Characteristics of Building Materials 2. E 136 – Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750°C C. American Wood Preservers Association (AWPA): 1. C 20 – Structural Lumber - Fire-Retardant Treatment by Pressure Processes 2. C 27 – Plywood - Fire-Retardant Treatment by Pressure Processes 3. C 31 – Lumber Used Out of Contact with the Ground and Continuously Protected From Liquid Water - Treatment by Pressure Processes 4. E 12 – Standard Method of Determining Corrosion of Metal in Contact with Treated Wood D. Underwriters Laboratories (UL): 1. UL-723 – Standard for Test for Surface Burning Characteristics of Building Materials 1.3 PERFORMANCE REQUIREMENTS A. Fastener corrosion: AWPA E 12; products shall not promote increased rate of corrosion over untreated wood. B. Preservatives shall not be more toxic or irritating to humans or animals than untreated wood. C. Structural properties: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ WOOD TREATMENT 06 05 73 - 2 1. Wood treatment shall not reduce structural properties of wood less than 65 percent of untreated wood of the same species. 2. Span rating for plywood products: wood treatment shall not reduce span ratings of plywood Span-Rated Sturd-I-Floor and Sheathing products. 1.4 SUBMITTALS A. Product Data: Submit the following for each type of wood treatment specified: 1. Product data 2. Material Safety Data Sheet (MSDS) information 3. Storage, handling, and disposal instructions B. Material Certificates: For dimension lumber, indicate species and grade selected for each use and design values approved by the American Lumber Standards Committee Board of Review. 1.5 QUALITY ASSURANCE A. Manufacturer qualifications: provide products manufactured in compliance with the ALSC Treated Lumber Program. 1.6 WARRANTY A. Fire retardant treated wood products: 1. Provide manufacturer’s standard 40-year minimum warranty against structural failure due to the affects of heat or humidity. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Provide wood products treated with the treatment products of one of the following manufacturers: 1. Arch Wood Protection 2. Chemical Specialties, Inc. 3. Hoover Treated Wood Products, Inc. 4. Osmose, Inc. 2.2 FIRE RETARDANT TREATMENT A. General: Comply with performance requirements in AWPA C20 (lumber) and AWPA C27 (plywood). ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ WOOD TREATMENT 06 05 73 - 3 1. Use Interior Type A, unless otherwise indicated. 2. Comply with requirements of UL 753 or ASTM E 84, when tested for 30 minutes: a. Flame spread: less than 25, travel less than 10.5 feet. b. Smoke developed: less than 25 B. Moisture content: 1. Lumber products: Kiln-dry after treatment to maximum moisture content of 19 percent. 2. Panel products: Kiln-dry after treatment to maximum moisture content of 18 percent. C. Identification: 1. Identify fire-retardant-treated wood with appropriate classification marking of testing and inspecting agency acceptable to authorities having jurisdiction. 2. Fire retardant treatment shall include a distinctive color dye, shaded from pink to red, except for wood exposed to view in occupied areas. PART 3 - EXECUTION 3.1 APPLICATIONS A. Furring, blocking & framing: 1. All concealed wood within ceilings, interior partitions, etc., shall have fire retardant treatment. 2. Work within exterior veneers, walls, or roof assemblies shall have fire retardant treatment. B. Work in contact with grade, below grade, and/or subject to contact with moisture shall have preservative treatment. 3.2 FABRICATION A. Comply with manufacturer’s instructions for handling, fabricating and disposing of treated wood products. B. Fire retardant treated wood members shall not be milled or ripped. C. Fire retardant treated products may be cut or drilled in accordance with treatment manufacturer’s written instructions. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ROUGH CARPENTRY 06 10 00- 1 SECTION 06 10 00 — ROUGH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Rough carpentry 2. Wood blocking and nailers. 3. Wood furring and grounds. 4. Wood overlayment 5. Telecommunications back boards 6. Plywood backing panels. 7. Coordinate locations and install concealed wood blocking for items included in other Sections of the Specifications. B. Related Sections: 1. Division 06 Section “Wood Treatment” 2. Division 06 Section “Finish Carpentry” 3. Division 09 Section “Gypsum Assemblies” 4. Division 12 Section “Manufactured Plastic-Laminated-Clad Casework” 1.2 REFERENCES A. Publications of the following institutes, associates, societies, and agencies are referenced in this section. 1. AF&PA/AWC – American Forest & Paper Association / AWC – American Wood Council a. NDS – National Design Specification for Wood Construction b. Details for Conventional Wood Frame Construction 2. ALSC – American Lumber Standard Committee 3. APA – The Engineered Wood Association 4. U.S. Department of Commerce, National Institute of Standards and Technology a. DOC PS 1 – U.S. Product Standard for Construction and Industrial Plywood b. DOC PS 2 – Performance Standard for Wood-Based Structural-Use Panels c. DOC PS 20 – American Softwood Lumber Standard 1.3 QUALITY ASSURANCE A. Forest Certification: For the following wood products, provide materials produced from wood obtained from forests certified by an FSC-accredited certification body to comply with FSC 1.2, "Principles and Criteria": ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ROUGH CARPENTRY 06 10 00- 2 1. Dimension lumber framing. 2. Laminated veneer lumber. 3. Miscellaneous lumber. PART 2 - PRODUCTS 2.1 LUMBER A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. Provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece or omit grade stamp and provide certificates of grade compliance issued by grading agency. 3. Provide dressed lumber, S4S, unless otherwise indicated. 4. Grounds, furring, and blocking: Kiln dried, 15% M.C., No. 2 Southern Pine in accordance with SPA grading rules a. Manufactured blocking for metal stud walls: At Contractor’s option, provide manufactured wood blocking system: 1) Acceptable products: Dietrich Metal Framing, Danback Wood Backing Plate 5. Species: Locally available, or as indicated. 2.2 PLYWOOD A. General: 1. DOC PS1, of type, veneer grade, and glue type indicated. 2. Thickness: As required for span rating or as indicated on Drawings. 3. Species: Locally available, or in accordance with grade and performance requirements. B. Plywood for blocking or interior wall use: 1. APA C-C plugged Interior, Exposure 1 C. Plywood for telecommunications back boards: 1. APA A-C Interior, with exterior glue 2.3 FASTENERS A. Fasteners used for anchorage of wood blocking, framing and sheathing shall consist of nails, screws, bolts and nuts, toggle bolts, expansion anchors, powder-actuated anchors, and the like of types and sizes best suited for each particular condition ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ROUGH CARPENTRY 06 10 00- 3 B. Provide fasteners of size and type indicated that comply with requirements specified. C. Power-Driven Fasteners: NES NER-272. D. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, unless otherwise indicated, flat washers. 2.4 TREATMENT A. Fire retardant treatment application: Treat all rough carpentry, unless otherwise indicated. 1. Concealed blocking. 2. Plywood backing panels. 3. Telecommunications back boards PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to all Work of this Section, carefully inspect the installed Work of all other trades and verify that all Work is complete to the point where this installation may properly commence. 3.2 INSTALLATION A. Selection of lumber pieces: 1. Carefully select all members; select individual pieces so that knots and obvious defects will not interfere with placing bolts or proper nailing or making proper connections. 2. Cut out and discard all defects which will render a piece unable to serve its intended function; lumber may be rejected by the Architect/Engineer, whether or not it has been installed, for excessive warp, twist, bow, crook, mildew, fungus, or mold, as well as for improper cutting and fitting. B. Installation: 1. Framing Standard: Comply with AF&PA/AWC "Details for Conventional Wood Frame Construction," unless otherwise indicated. 2. Fastening Standard: Comply with AF&PA/AWC "National Design Specification for Wood Construction" 3. Utilize materials and workmanship techniques in accordance with the best acceptable practices of the trade. 4. Framing shall be cut square and produce joints true, tight and securely anchored with all members assembled in accordance and with all pertinent codes, regulations, and standards. 5. Blocking shall be kerfed as required to fit flush with face of stud when installed. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ROUGH CARPENTRY 06 10 00- 4 6. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. 7. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction. 8. Use wood members of sizes indicated on the Drawings or of adequate sizes to provide adequate anchorage or support for each particular condition. 9. Take care not to split or otherwise damage materials or weaken anchorage. a. Anchor materials directly; do not "clench" or bend fasteners around materials for purposes of anchorage 10. Fastening and anchorage: a. Provide all metal fastenings required to secure items in place and to each other. b. Typical anchorage of wood items shall be with flat-head wood or general purpose screws, unless otherwise indicated. 1) Use No. 8 screws for 2x3 lumber and smaller and for plywood panels. 2) Fully countersink all screws, except toed screws in concealed locations. 3) Use screws of size and type required for installation of sheathing, in accordance with panel manufacturer’s recommendations c. Bolting of wood items, where not otherwise indicated, shall be minimum 1/2 inch diameter at 48 inches on center. 1) Recess heads of bolts to be flush or slightly below surface. d. Use toggle bolts in hollow masonry and expansion anchors in solid masonry and concrete, 1/4 inch diameter minimum. e. No fasteners shall be exposed in the completed work. 11. Refer to Division 06 Section “Wood Treatment” for treatment of cut edges of treated wood. Treat cut edges prior to assembly. 3.3 APPLICATION A. Blocking, Grounds and Screeds: 1. Blocking locations, include, but are not limited to: a. Door wall stops b. Toilet partitions c. Wall mounted toilet accessories d. Casework e. Stair and safety handrails mounted to stud framed walls. f. Wall protection bump rails g. Where required by other Sections of this Specification. 2. Blocking shall be installed the full width of stud space at height to center on attached item anchorage, kerfed at metal stud flanges to fit flush with studs, and be anchored with a minimum of 2 fasteners at each stud. 3. Where toilet partitions are supported at walls by continuous brackets, provide 2x blocking full height of partition to ceiling of sufficient width to receive bracket fasteners, kerfed to nest flush in studs, and anchored at 16 inches on center, minimum. 4. Furnish sufficient blocking to support ceiling mounted I.V. tracks, cubicle curtains, drapery tracks and miscellaneous items. Coordinate with installation of ceiling framing, grid and ceiling panels. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ROUGH CARPENTRY 06 10 00- 5 B. Grounds: 1. Install where indicated. 2. Grounds shall be of thickness indicated and of sufficient width for the purpose intended. C. Screeds: 1. Screeds shall be set where alignment of surfaces is necessary. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 1 SECTION 06 40 00 — ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Custom wood casework a. Manufactured casework is permissible if constructed to conform to these specifications and casework matches elevations and details. 2. Countertops installed on wood casework 3. Countertops installed on wall brackets 4. Plastic laminate fabrications 5. Open shelving B. Related sections: 1. Division 06 Section “Finish Carpentry” 2. Division 09 Section “Gypsum Board Assemblies”, for tile backer board 3. Division 09 Section “Resilient Flooring” 4. Division 09 Section “Painting” 5. Division 12 Section “Manufactured Plastic-Laminate-Clad Casework” 6. Division 23 – Heating, Ventilating and Air Conditioning 7. Division 26 – Electrical 1.2 REFERENCES A. Architectural Woodwork Institute (AWI): 1. Architectural Woodwork Quality Standards Illustrated, Eighth Edition 2. Quality Certification Program B. National Electrical Manufacturers Association (NEMA): LD-3 – High-Pressure Decorative Laminates 1.3 SUBMITTALS A. Product Data: 1. For manufactured casework, submit manufacturer's catalogs showing their complete line of casework, including their standard specifications. 2. Submit manufacturer’s literature, including installation instructions, for all products furnished under this Section. B. Shop Drawings: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 2 1. Submit shop drawings, in plan, elevation, and section, of all woodwork and custom casework showing materials, methods of construction, and methods of attachment to adjacent work. a. Indicate product manufacturers, model numbers and colors on shop drawings. b. Show details full size for ornate or complex work. 2. Show casework in complete elevations showing all interconnected units, corresponding base and upper units, tops, casework supported equipment, and building elements on same elevation. 3. Show centerlines of all cutouts, locating them from adjacent finished walls or floors, or both. 4. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcing specified in other Sections. C. Samples: 1. Custom Casework: a. Submit plastic laminate samples for cabinet panels and countertops. b. Submit color samples for edge moldings c. Submit samples of all cabinet hardware items in selected colors. d. Submit solid surface material samples; 6 inch by 6 inch. D. Test Reports: Fire-test-response characteristics as determined by testing identical products per ASTM test method indicated by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. E. Fabricator qualifications: 1. Provide copy of current AWI Quality Certification Program Certification letter. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing architectural woodwork similar to that indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. 1. AWI Quality Certification Program (QCP) Certified B. Installer Qualifications: An experienced installer who has completed architectural woodwork similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. C. Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork Quality Standards Illustrated" for indicated grades of interior architectural woodwork, casework, construction, installation, finishes, and other requirements. 1. Provide AWI Quality Certification Program certificate indicating that woodwork, including finishing and installation, complies with requirements of grades specified. a. Contractor shall register the Work under this section with the AWI Quality Certification Program (phone 800-449-8811) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 3 b. Certify work under AWI “Architectural Woodwork Quality Standards Illustrated” sections 400, 500, 1500, 1600, 1700 D. Custom casework and countertops: 1. General Fabrication Quality: a. AWI Premium Grade: Factory assembled 1) Work may be sectionalized for a job site reconnection b. Follow AWI standards unless the requirements of this section are more stringent. 2. Plastic Laminate: a. International Organization of Standardization (ISO) 3. Solid Surface Materials: a. Fabricators and installers of these materials must comply with manufacturer's certification program. E. Forest Certification: Provide interior architectural woodwork produced from wood obtained from forests certified by an FSC-accredited certification body to comply with FSC 1.2, "Principles and Criteria." 1. Dimension lumber framing. 2. Laminated veneer lumber. 3. Miscellaneous lumber. F. Surface-Burning Characteristics: Finished products shall not exceed values indicated below, tested per ASTM E 84 for standard time period (10 minutes). 1. Flame Spread: 75. 2. Smoke Developed: 450. 3. Identify fire-retardant-treated material with appropriate markings of applicable testing and inspecting agency in the form of separable paper label or, where required by authorities having jurisdiction, imprint on surfaces of materials that will be concealed from view after installation. 1.5 DELIVERY, STORAGE, AND HANDLING A. Storage and Protection: 1. Store materials in fabricator’s protective packaging or covered with tarps or covers suitable to prevent damage from incidental moisture, abrasion, or other mechanical damage. a. Tarps shall permit the passage of water vapor and shall not accumulate moisture beneath them. 2. Store materials indoors at temperatures between 60˚ F and 80˚ F and less than 60 percent relative humidity. a. Provide temporary heating, cooling or humidity control if necessary to maintain required conditions. B. Before installing woodwork, permit it to reach room temperature and stabilized moisture content. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 4 C. Handle products carefully to avoid damaging edges or units in any way. 1. Replace damaged materials with new materials prior to installation in the Work. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet- work is completed, work above ceilings is complete, and HVAC system is operating and will maintain temperature and relative humidity at occupancy levels during the remainder of the construction period. 1. Maintain temperature and humidity, so that woodwork will be within plus or minus 1.0 percent of optimum moisture content from date of installation through remainder of construction period. B. Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before fabrication, and show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Verify locations of concealed framing, blocking, reinforcements, and furring that support woodwork by accurate field measurements before being enclosed. Record measurements on final shop drawings. 1.7 COORDINATION A. Mechanical and electrical provisions: 1. Sinks, trim, traps, drain lines, and foot control valves shall be integrated into casework construction. 2. Lights, film viewers, outlets, switches, communications, and alarms shall be integrated into casework construction. a. Lamps and ballasts shall comply with the requirements of Division 26 Section “Interior Lighting”. B. Blocking: 1. Coordinate location of blocking behind all casework mounting. 2. Provide all blocking required for anchorage or support of all woodwork items where such blocking is not to be installed concealed in walls or bulkheads. 3. Coordinate all concealed blocking to be provided under Division 06 Section ”Rough Carpentry”. 1.8 FIELD MEASUREMENT A. Responsibility: 1. Measure actual room dimension at the site, prior to fabrication, to assure proper fit and installation. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 5 PART 2 - PRODUCTS 2.1 FABRICATORS: A. Available Fabricators: Subject to compliance with requirements, fabricators offering millwork that may be incorporated into the Work include, but are not limited to, the following: 1. Advanced Cabinet Systems 765 677-8000 2. Antreasian Design 317 546-3234 3. American Commercial Cabinetry 317 788-9533 4. Cabinets Plus By Patrick Geer 765 642-0329 5. Fredericks, Inc. 765 778-7588 6. Indianapolis Woodworking, Inc. 317 841-7800 7. Laminique 317 263-0172 8. Marc Woodworking, Inc. 317 635-9663 9. Midwest Cabinet Solutions 765 664-3942 10. Möbelwerks, Inc. 317 299-6000 11. P. R. Bean Co. LLC 812 254-3761 12. Sims Cabinet Company, Inc. 317 634-1747 13. Southeastern Supply Co., Inc. 317 359-9551 14. Southern Indiana Millwork, Inc. 812 346-6129 B. AWI Certified Fabricators: For Work specified to comply with the AWI Quality Certification Program, fabricator shall be currently listed as an AWI Certified Fabricator for the type of work specified. C. Available manufacturers: Subject to compliance with requirements, modular casework manufacturers offering woodwork that may be incorporated into the Work include, but are not limited to, the following: 1. Advanced Cabinet Systems 2. Case Systems, Inc. 3. LSI Corporation of America, Inc. 4. Stevens Industries, Inc. 5. TMI 2.2 INSTALLATION MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content. B. Screws: Select material, type, size, and finish required for each use. Comply with ASME B18.6.1 for applicable requirements. 1. For metal framing supports, provide screws as recommended by metal-framing manufacturer. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 6 C. Nails: Select material, type, size, and finish required for each use. Comply with FS FF-N-105 for applicable requirements. D. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide nonferrous metal or hot-dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. Provide toothed steel or lead expansion bolt devices for drilled-in-place anchors. 2.3 STANDING & RUNNING TRIM A. Interior: 1. AWI quality grade: Premium grade for clear finish 2. Solid wood: Cherry 2.4 ADHESIVES AND SEALANTS A. Adhesives, General: 1. Do not use adhesives that contain urea formaldehyde. 2. Acceptable types: a. Polyvinyl Acetate: white glue b. Contact cements c. Adhesive for Bonding Plastic Laminate: Unpigmented contact cement, Contact cement, PVA, Resorcinol. B. VOC Limits for Installation Adhesives, Glues, and Sealants: Use installation adhesives and sealants that comply with SCAQMD Rule 1168 limits for VOC content, calculated in accordance with Rule 1168, less water and exempt compounds: 1. Wood Glues: 30 g/L. 2. Contact Adhesive: 250 g/L. 3. Multipurpose Construction Adhesives: 70 g/L 4. Plastic Cement Welding: 250 g/L 5. Adhesive Primer for Plastic: 550 g/L 6. Aerosol Adhesives: Comply with GreenSeal GS-36 - Standard for Commercial Adhesives, VOC content by weight, minus water: a. General Purpose Mist Spray: 65 percent b. General Purpose Web Spray: 55 percent c. Special Purpose Aerosol Adhesives, all types: 70 percent 7. Sealants and Sealant Primers: a. Sealants: 250 g/L b. Sealant primers, non-porous substrates: 250 g/L c. Sealant primers, porous substrates: 775 g/L ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 7 2.5 COUNTERTOPS AND PLASTIC LAMINATE FABRICATIONS A. Plastic laminate: 1. Description: Melamine impregnated surface papers pressed over phenolic-resin impregnated kraft paper layers at high pressure and temperature, manufactured by one of the following manufacturers: a. Formica b. Laminart c. Wilsonart d. Nevamar e. Pionite 2. Types and uses: a. General purpose: 1) Grade 10/HGS (ISO), GP50 (NEMA) 2) Thickness: 0.048 inches 3) Finish: Matte b. Colors: As noted on Drawings. Provide only the product indicated. 3. Postformed plastic laminate: a. Grade 12/HGP (ISO), PF42 (NEMA) b. Thickness: 0.038 inches c. Finish: Matte d. Colors: As noted on Drawings. Provide only the product indicated. 4. Core board: a. Description: Unless noted otherwise on Drawings, all cabinet components shall be constructed of three-ply fine surfaced, Industrial Grade particleboard. 1) Provide panels complying with ANSI A208.1 M3, Industrial Grade 2) Density: 45 lbs. per cubic foot, minimum 3) Thickness: 3/4", unless noted otherwise 4) Seal all faces and edges prior to lamination. b. Special construction: 1) Plastic laminate finished sink base cabinets shall be constructed of water resistant particleboard. 2) Plastic laminate finished countertops at locations with sinks, ice machines, or other water producing appliances shall be constructed of water resistant particleboard. c. Flexible-core board: 1) Manufacturer kerfed particle board panel with treated face paper suitable for use with plastic laminates and contact adhesives. 2) Reference standard: a) Interior Products Incorporated; Kerfkore 3) Thickness: 3/4 inch 4) Use with postformed plastic laminate B. Solid surface material: 1. Description: A solid non-porous homogeneous surfacing material composed of natural material and high-performance acrylic or polyester. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 8 2. Products: Refer to the Interior Finish Schedule on the Drawings for indication of product. 3. Thickness: 1/2 inch minimum for horizontal application, 1/4 inch minimum for vertical application a. Colors: As noted on Drawings. Provide only the product indicated. 2.6 CUSTOM CASEWORK A. Plastic laminate: 1. Description: Melamine impregnated surface papers pressed over phenolic-resin impregnated kraft layers at high pressure and temperature. 2. Manufacturers: Refer to the Interior Finish Schedule on the Drawings for indication of product manufacturer. 3. Types and uses: a. General purpose: 1) Grade 10/HGS (1SO), GP50 (NEMA) 2) Thickness: 0.048" 3) Finish: Matte 4) Colors: As indicated on the Drawings. b. Vertical surfacing: 1) Grade 55/HGS (1SO), GP28 (NEMA) 2) Thickness: 0.028" 3) Finish: Matte 4) Colors: As indicated on the Drawings. c. Cabinet liner: 1) Factory applied melamine 2) Colors: Neutral; color to be approved by the Interior Designer. 4. Laminate edge banding: Apply edge band after face laminates. B. Coreboard: 1. Description: Unless otherwise indicated, all cabinet components shall be constructed of three-ply fine surfaced, particleboard or no-added formaldehyde particle board of at least 45 lbs. per cubic foot, complying with ANSI A208.1, Grade M-3 or M-2. a. Formaldehyde Emission Level for Particleboard: Not to exceed 0.02 ppm.Formaldehyde Emission Level for particleboard: Comply with requirements of NPA 9. b. Plastic laminate finished casework or cabinets at locations with sinks, ice machines, or other water producing appliances shall be constructed of water resistant particleboard. c. Plastic laminate finished casework or cabinets at locations with sinks, ice machines, or other water producing appliances shall be constructed of A-C plywood with waterproof type glues. 2. Typical thickness shall be 3/4 inch; 1/2 inch for cabinet backs and drawer bottoms unless noted otherwise. 3. Shelves over 36 inches but under 48 inches in unsupported length shall have a minimum thickness of 1 inch. All shelving shall be supported at 48" O.C. maximum. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 9 4. Drawer bottoms in file drawers and drawers over 36 inches wide shall be 3/4 inch thick. 5. Seal all faces and edges prior to lamination C. Special construction: 1. Casework indicated to receive ceramic or porcelain tile: Provide 1/2 inch tile backer board over 1/2 inch plywood. D. Laminate edging: 1. Match face sheet laminate grade and thickness. 2. Apply after face laminates. 3. Apply to cabinet doors before face laminate. E. Adhesive: Non-flammable contact cement F. 3mm PVC edging: 1. 3mm thick solid, high impact, through-color, acid resistant PVC 2. Apply on exposed edges of doors, drawers, countertops, and exposed shelving 3. Color shall match plastic laminate. 4. Machine-apply edging with hot melt adhesives. a. Machine and buff corners and edges to a consistent 3mm radius G. 1mm PVC edging: 1. 0.018-0.020 inch (1mm) thick solid, high-impact, through-color, acid resistant PVC 2. Apply on cabinet face and edges of interior shelving 3. Color shall match plastic laminate 4. Machine-apply edging with hot melt adhesives. 2.7 CABINET HARDWARE AND ACCESSORY MATERIALS A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets, except as otherwise indicated. B. Hardware Standard: Comply with BHMA A156.9 for items indicated by reference to BHMA numbers or referenced to this standard. C. Cabinet Hardware Schedule: Refer to schedule at end of this Section for cabinet hardware required for architectural cabinets. D. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA code number indicated. 1. Satin Chromium Plated: BHMA 626 for brass or bronze base; BHMA 652 for steel base. 2. Satin Stainless Steel, Stainless-Steel Base: BHMA 630. 3. For concealed hardware, provide manufacturer's standard finish that complies with product class requirements of BHMA A156.9. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 10 E. Door bumpers: Self-adhesive applied clear or coordinating color polyurethane bumper, hemispherical or cylindrical shape. 1. Reference Standard: 3M; Bumpon Quiet Clear Protective Products 2.8 RIGID INSULATION: A. Install 1/2" rigid insulation on the bottom surface of casework where light fixtures are used. 2.9 FINISHES A. Factory finishing: Shop finish woodwork to the greatest extent possible. 1. Finish materials: Provide transparent stain wood finish specified in Division 09 Section “Painting”. a. Provide with clear Conversion Varnish topcoats. 2. Finish in accordance with AWI Section 1500 B. Field finishing and touch-up: 1. Use same or compatible materials as used for shop finishing. 2. Use application methods that minimize differences in appearance between field and shop finishing. PART 3 - EXECUTION 3.1 PREPARATION A. Field measurements: 1. Take all necessary measurements in the field to ensure proper fitting for the work of this section. 2. Verify floors are flat and level within 1/4 inch in 10 feet. a. Determine high point of floor before installation of base cabinets. B. Cleaning: 1. Sweep areas to receive custom casework clean before installing base cabinets. 2. Clean any spilled or dried liquids in areas to receive base cabinets prior to setting cabinets. 3.2 CUSTOM CASEWORK FABRICATION A. Design: 1. Details shall generally conform to FLUSH OVERLAY design. 2. Apply edge band after surface laminate. 3. Provide backing or balance sheet for all panels. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 11 a. Backing sheet must match face laminate on doors. B. Cabinets: 1. Construct each cabinet as an individual unit, completely integral and equipped with its own sides, back, bottom and top (separate from countertop). 2. Where cabinet ends are exposed to view, provide finished end panels. 3. Conceal nailing, screwing, and other methods of fastening wherever possible or practical. Install such nails, screws, and other fasteners to securely join members together and neatly and uniformly arrange them. 4. Use method of joinery that will permit easy removal of a panel should it be damaged. 5. Predrill system holes for hinge attachment only into cabinet sides. 6. Trim rabbets for cabinet mounted shelf standards with plastic laminate before installing shelf standard and brackets . Exposed wood is not permitted. a. Install standards flush with inside face of cabinet. 7. Make neat and accurate cutouts in cabinet backs and bottoms in order to accommodate piping and other work extending into or through, or both, cabinets. 8. Construct all wall cabinets 14 inches deep, with flush finished bottoms; no recess will be permitted unless specifically detailed or: a. Where under-cabinet light fixtures are indicated, provide 3-inch high recessed bottom. 9. Sink base units shall have provisions for adequate ventilation. 10. Seal all base construction prior to installing laminate. 11. Provide wood base to receive 4" vinyl base, furnished and installed under Division 09 Section “Resilient Flooring”. 12. Provide removable panels with four stainless steel screws and grommets at all sink base cabinets and where necessary for access to service. 13. Provide door bumpers at both corners of doors, opposite hinge side. C. Hardware: 1. Adjustment: a. Keep items straight, vertical, and horizontal and so that all items operate freely and smoothly without binding. Adjust items so that tops and bottoms of doors and drawers line up and so that vertical spaces between doors and drawers are even. D. Plastic laminate countertops: 1. Tops, back and end splashes shall be fabricated as single, integral units complete with balance sheet. 2. Fabricate tops to dimensions that will permit 1/8” sealant joints between tops and walls that they will abut. 3. Provide cutouts in tops to accommodate sinks, trim, accessories and the like, which occur in tops. a. Seal cut edges around cutouts with silicone sealant. 4. Provide relieved corners on tops where shown on the Drawings. 5. The joint between countertop and backsplash shall be fully bedded with sealant prior to installation of the backsplash. The vertical joint between back and end splashes shall also be bedded with sealant. Remove any excess sealant from the surface of the plastic laminate. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 12 E. Solid surfacing material: 1. Factory fabricate components to greatest extent practicable to sizes and shapes indicated in accordance with approved shop drawings. 2. Form joints between components using manufacturer's standard joint adhesive; without conspicuous joints. 3. Provide factory cutouts for plumbing fittings and bath accessories as indicated on the drawings. 4. Cut and finish component edges with clean, sharp returns. Route radii and contours to template. Repair or reject defective inaccurate work. a. Coved backsplashes; Field fabricate 1/2" (13 mm) radius cove at intersection of counters and backsplashes. Form backsplashes using 1/2” (13mm) material. F. Insulation: 1. Apply insulation to underside of casework with an adhesive as recommended by the manufacturer. Apply insulation to the entire bottom of upper cabinetry directly above undercabinet light fixtures. G. Application: 1. Apply plastic laminate finish to all surfaces except those surfaces abutting walls and underside of countertops. 3.3 SURFACE CONDITIONS A. Field measurements: 1. Take all necessary measurements in the filed to ensure proper dimensions for the work of this section. 3.4 CUSTOM CASEWORK INSTALLATION A. General: 1. Comply with AWI QSI Section 1700, premium grade installation requirements. 2. Install casework before installation of finish flooring. B. Cabinets: 1. Anchor cabinets securely and rigidly in place by using screws or bolts. 2. Perfectly align cabinets and doors and anchor them securely and rigidly together so that exposed joints are "hairline" tight. 3. Keep all cabinets, shelves, doors, and hardware plumb and level. 4. Provide scribe molds or fillers where items abut walls and in accordance with the Shop Drawings. 5. Conceal anchorage wherever possible or geometrically arrange as approved by Owner and Architect/Engineer. 6. Provide positive swing limiting control for cabinets doors that swing against obstructions. a. Provide 95 degree opening hinges b. Provide chain stop where necessary to limit swing. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 13 C. Countertops, backsplashes, and endsplashes: 1. Plastic Laminate: a. Install countertops with concealed clips, screws, or other hidden fasteners. b. Seal joints with a clear, transparent silicone sealant; remove all excess sealant c. Install so that backsplashes and endsplashes are within 1/8" of walls to accommodate sealant. d. Surfaces around sink shall not slope away from sink recess. Dead level installation is required. e. Install a full bed of clear silicone sealant in the joint where the countertop abuts the backsplash or endsplash, in joints between endsplash and backsplash, as well as between individual backsplash sections. Remove all excess sealant. 2. Solid Surfacing Material: a. Install components plumb and level, scribed to adjacent finishes, in accordance with approved shop drawings and product installation data. b. Countertops, stools, and shelves: 1) Countertops supported by casework: a) Provide fire retardant treated 1x4 slats secured top perimeter of the countertop and base cabinets, at joint between base cabinets, and 18 to 24 inches on center. Slats shall extend full depth of countertop. b) Where indicated, provide 1 inch fire retardant treated plywood or MDF sub-top secured to bottom of solid surface top. 2) Countertops supported by walls: Provide fire retardant treated 2x wood frame with 3/4 inch fire retardant treated plywood or MDF sub-top. 3) Provide water resistant sub-top at countertops with sinks or plumbing fixtures. 4) Stools: Adhere stools to 3/4 inch fire retardant treated plywood, secured to stud wall. 5) Shelves: Provide fire retardant treated plywood or MDF substrate adhered to bottom of shelf, same depth as finished edges. c. Form field joints using manufacturer's recommended adhesive, with joints inconspicuous in finished work. Keep components and hands clean when making joints. d. Adhere undermount sinks/bowls to countertops using manufacturer's recommended adhesives and mounting hardware. e. Adhere topmount sinks/bowls to countertops using manufacturer's recommended adhesives and color-matched silicone sealants. f. Provide backsplashes and sidesplashes as indicated on the drawings. Adhere to countertops using manufacturer's standard color-matched silicone sealant. g. Keep components and hands clean during installation. Remove adhesives, sealants and other stains. Keep clean until Date of Substantial Completion. Replace stained components. h. Make plumbing connections to sinks in accordance with Division 15, Mechanical. i. Protect surfaces from damage. Repair work or replace damaged work that cannot be repaired to Architect/Engineer's satisfaction. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 14 3.5 INSTALLATION TOLERANCES A. Comply with installation tolerances listed in AWI standards for type and grade of work indicated. B. Comply with additional installation tolerances as follows: 1. Install woodwork plumb, level, true, and straight with no distortions. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm) for plumb and level (including tops). 2. Install standing and running trim with no more than 1/8 inch in 96-inch (3 mm in 2400- mm) variation from a straight line. 3. Install cabinets with no more than 1/8 inch in 96-inch (3 mm in 2400-mm) sag, bow, or other variation from a straight line. 4. Install countertops with no more than 1/8 inch in 96-inch (3 mm in 2400-mm) sag, bow, or other variation from a straight line. 5. Install flush paneling with no more than 1/16 inch in 96-inch (1.5 mm in 2400-mm) vertical cup or bow and 1/8 inch in 96-inch (3 mm in 2400-mm) horizontal variation from a true plane. 3.6 ADJUSTMENT AND CLEANING A. Defective materials: 1. Replace all scratched, marred, or otherwise defective materials with new, undamaged materials to match adjacent woodwork. 2. Poor workmanship of any component shall be sufficient cause for rejection of any fabricated unit. 3. Repair wood finishes using methods recommended by finish manufacturer. a. Repair using methods that minimize differences in appearance between original and repaired finishes. b. Repair with same materials or compatible materials to the shop finish. B. Adjusting: 1. Adjust hardware on all doors and drawers so that they operate freely, smoothly, and accurately. 2. Remove and reinstall casework or trim that is out of plumb, out of square, not level, or misaligned with adjacent casework or trim. Repair or replace adjacent surfaces damaged due to removal and reinstallation. C. Cleaning: 1. Clean all casework items free of dirt, dust, grease, oil, shop identification marks, and other foreign matter. 3.1 PROTECTION A. Provide final protection and maintain conditions in a manner acceptable to fabricator and Installer that ensures that woodwork is without damage or deterioration at the time of Substantial Completion. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 15 3.7 CABINET HARDWARE AND ACCESSORY SCHEDULE A. Drawer slide: self closing, roller bearing type: 1. Epoxy coated slide: 2. Drawers 6" deep or less: a. Grant Hardware Company; No. 328 b. Knape & Vogt Mfr. Co.; No. 1428 c. Accuride; No. C3800 3. Drawers over 6" deep: a. Grant Hardware Company; No. 329 b. Knape & Vogt Mfr. Co.; No. 1429 c. Accuride; No. C3037 B. Drawer slide: Ball bearing slides: a. Standard: Accuride Model 7432 b. File Drawers: Accuride 4032 c. Interlocking: Accuride 3641/3642 1) Gang locking system: Accuride 4180-0345-XE d. Length: full extension e. Finish: clear zinc C. Plastic Shelf Brackets: Dual pin for 32 mm hole mounting, anti-tip shelf-retaining type. D. Metal Shelf standards and Brackets (End Support): 1. Acceptable products: a. Knape and Vogt Manufacturing Company; Type 255-256 b. Stanley Hardware; Type 798-799 c. Grant Hardware Co.; Type 120-21 2. Material: Steel with satin chrome finish 3. Mortise mount in cabinet end panels, one pair per shelf end. E. Hinges 1. Concealed hinge with 170 degree opening (European type hinge): a. Reference Standard: Blum Clip 170 b. Zinc die-cast to press in c. Self closing d. Finish: BHMA 652 / US 26D, chrome plated over satin nickel 2. Concealed hinge with 95º opening (European type hinge): a. Reference Standard: Blum Clip Thick Door Hinge b. Zinc die-cast to press in c. Self closing d. Finish: BHMA 652 / US 26D, chrome plated over satin nickel e. Use where door swings against an obstruction 3. Chain stops: steel link chain with bright zinc finish 4. Hinge requirements by door height: a. 2 hinges - up to 3'-0" b. 3 hinges - up to 5'-0" ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ARCHITECTURAL WOODWORK 06 40 00 - 16 c. 4 hinges - up to 7'-0" F. Pulls: 1. Wire pulls: a. Type 1: Stanley 4484 1) Finish: BHMA 652 / US 26D, chrome plated over satin nickel b. No. MC-4024 by Epco c. No. B6208 by National Lock & Cabinet Hardware G. Counter brackets: 1. Heavy duty cantilever bracket a. Approved products: 1) Rangine Corporation; Rakks Counter Support Bracket 2) FastCap LLC; SpeedBrace 3) A & M Hardware Inc.; Workstation Brackets H. Concealed fitting shelf brackets: 1. Reference Standard: Hewi 400.300 I. Grommets for cable passage through countertops: 1 inch (25 mm) OD, molded-plastic grommets with 3/4-inch (19 mm) hole and plastic cap with slot for wire passage. Color as selected by Architect. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SOLID SURFACING FABRICATIONS 06 61 16 - 1 SECTION 06 61 16 — SOLID SURFACING FABRICATIONS PART 1 - GENERAL 1.1 SUMMARY A. Section includes fabrication and installation of solid surfacing: 1. Standing and running trim 2. Panels applied to custom casework. 3. Countertops installed on casework 4. Countertops installed on wall brackets 5. Wall panels 6. Countertops with sinks 7. Installation of undermount sinks furnished by Others. 8. Window sills 9. Thermoforming of solid surfacing fabrications 10. Cove backsplashes for countertops 11. Color inlays B. Products installed but not furnished under this section: 1. Undermount sinks furnished under Division 22 Section “Plumbing Fixtures”. C. Related sections: 1. Division 06 Section “Finish Carpentry” 2. Division 06 Section “Architectural Woodwork” 3. Division 09 Section “Gypsum Board Assemblies”, for blocking and blocking installation. 4. Division 12 Section “Manufactured Plastic-Laminate-Clad Casework” 5. Division 22 – Plumbing 6. Division 26 – Electrical 1.2 DEFINITIONS A. Solid surface is a nonporous, homogeneous material with a composition of acrylic polymer, aluminum trihydrate filler and pigment, maintaining the same composition throughout the part. 1.3 SUBMITTALS A. Product Data: 1. Submit manufacturer’s literature, including installation and maintenance instructions, for all products furnished under this Section. a. Indicate product description, fabrication information and compliance with specified performance requirements. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SOLID SURFACING FABRICATIONS 06 61 16 - 2 B. Shop Drawings: 1. Submit shop drawings, in plan, elevation, and section, of all solid surfacing fabrications, showing materials, methods of construction, and methods of attachment to adjacent work. a. Show locations and sizes of furring, blocking, including concealed blocking and reinforcement specified in other Sections. b. Show full-size details, edge details, thermoforming requirements, attachments, etc. c. Show locations and sizes of cutouts and holes for plumbing fixtures, faucets, soap dispensers, waste receptacle and other items installed in solid surface. d. Show centerlines of all cutouts, locating them from adjacent finished walls or floors, or both. 2. For solid surfacing installed on casework, show casework in complete elevations with all interconnected units, corresponding base and upper units, tops, casework supported equipment, and building elements on same elevation. C. Samples: 1. For each type of product indicated. a. Submit minimum 6-inch by 6-inch sample in specified gloss. b. Cut sample and seam together for representation of inconspicuous seam. c. Indicate full range of color and pattern variation. d. Approved samples will be retained as a standard for work. D. Test Reports: 1. Provide test reports indicating compliance with specifications. 2. For fire-retardant products, provide test reports indicating compliance with ASTM E 84. E. Manufacturer certificates: 1. Signed by manufacturers certifying that they comply with requirements. 2. For products requiring certification of fabricators by the manufacturer, furnish copies of certification or certification number. 3. NSF/ANSI standards: Provide certification that products comply with requirements of NSF 51 for food contact, all food types. F. Maintenance data and materials: 1. Furnish manufacturer’s care and maintenance data, including repair and cleaning instructions. 2. Provide maintenance kit for finishes with close-out submittals. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: 1. Fabricator that employs skilled workers who custom fabricate products similar to those required for this project and whose products have a record of successful in-service performance. B. Installer Qualifications: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SOLID SURFACING FABRICATIONS 06 61 16 - 3 1. An experienced installer who has completed solid surfacing installation similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. 2. For work installed as part of casework, installation shall be performed by the casework fabricator or manufacturer. 1.5 DELIVERY, STORAGE, AND HANDLING A. Storage and Protection: 1. Store materials in fabricator’s protective packaging or covered with tarps or covers suitable to prevent damage from incidental moisture, abrasion, or other mechanical damage. a. Tarps shall permit the passage of water vapor and shall not accumulate moisture beneath them. 2. Store materials indoors at temperatures between 60˚ F and 80˚ F and less than 60 percent relative humidity. a. Provide temporary heating, cooling or humidity control if necessary to maintain required conditions. B. Handle products carefully to avoid damaging edges or units in any way. 1. Repair or replace damaged materials with new materials prior to installation in the Work. 1.6 PROJECT CONDITIONS A. Do not install solid surfacing until spaces are enclosed and weatherproof, wet work in spaces is complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. 1.7 COORDINATION A. Mechanical and electrical systems: Coordinate location and rough-in requirements for mechanical and electrical work installed in solid surfacing. 1. Sinks, trim, traps, drain lines, and foot control valves shall be integrated into solid surfacing construction. 2. Lights, film viewers, outlets, switches, communications, and alarms shall be integrated into solid surfacing construction. a. Lamps and ballasts shall comply with the requirements of Division 26 Section “Interior Lighting”. B. Blocking: 1. Coordinate location of blocking behind all solid surfacing mounting. 2. Provide all blocking required for anchorage or support of all solid surfacing items where such blocking is not to be installed concealed in walls or bulkheads. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SOLID SURFACING FABRICATIONS 06 61 16 - 4 3. Coordinate all concealed blocking to be provided under Division 06 Section “Rough Carpentry”. C. Field measurement: 1. To the greatest extent possible, measure actual room dimension at the site, prior to fabrication, to assure proper fit and installation. a. Where field measurements cannot be obtained, obtain “firm” dimensions from Contractor and provide sufficient additional length or depth to permit scribing to walls. 1.8 WARRANTY: A. Provide manufacturer’s warranty against defects in materials. 1. Warranty shall provide material and labor to repair or replace defective materials. 2. Damage caused by physical or chemical abuse or damage from excessive heat will not be warranted. 3. Warranty period: 10 years from date of substantial completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Provide solid surfacing materials from the manufacturers noted on the drawings. 2.2 MATERIALS: A. Solid Surfacing Materiel: 1. Fire resistance: tested per ASTM E 84, NFPA 255 or UL 723: a. Flame Spread: less than 25 b. Smoke developed: less than 25 2. Thickness: a. Horizontal surfaces: 1/2 inch, unless indicated otherwise. b. Vertical surfaces: 1/2 inch, unless indicated otherwise. 3. Colors: As noted on Drawings. Provide only the product indicated 4. Finish: Matte, unless otherwise indicated. a. Matte; gloss range of 5–20. b. Semigloss; gloss range of 20–50. c. Polished; gloss range of 50–80. 2.3 ADHESIVES AND SEALANTS A. Joint adhesive: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SOLID SURFACING FABRICATIONS 06 61 16 - 5 1. Manufacturer’s standard one- or two-part adhesive kit to create inconspicuous, nonporous joints. B. Sealant: 1. Manufacturer’s standard mildew-resistant, FDA-compliant, NSF 51-compliant (food zone — any type), UL-listed silicone sealant in colors matching components. C. VOC Limits for Installation Adhesives, Glues, and Sealants: Use installation adhesives and sealants that comply with SCAQMD Rule 1168 limits for VOC content, calculated in accordance with Rule 1168, less water and exempt compounds: 1. Multipurpose Construction Adhesives: 70 g/L 2. Plastic Cement Welding: 250 g/L 3. Adhesive Primer for Plastic: 550 g/L 4. Adhesives, adhesive bonding primers, applied to substrates not listed above: If an adhesive is used to bond dissimilar substrates together the adhesive with the highest VOC content shall be allowed. a. Porous Material (except wood): 50 g/L b. Wood: 30 g/L 5. Sealants and Sealant Primers: a. Sealants: 250 g/L b. Sealant primers, non-porous substrates: 250 g/L c. Sealant primers, porous substrates: 775 g/L 2.4 ACCESSORIES A. Sink/lavatory mounting hardware: 1. Manufacturer’s standard bowl clips, panel inserts and fasteners for attachment of undermount sinks/lavatories. B. Conductive tape: 1. Manufacturer’s standard aluminum foil tape, with required thickness, for use with cutouts near heat sources. C. Insulating felt tape: 1. Manufacturer’s standard for use with conductive tape in insulating solid surface material from adjacent heat source. 2.5 FABRICATION A. Shop assembly: 1. Fabricate components to greatest extent practical to sizes and shapes indicated, in accordance with approved shop drawings and manufacturer’s printed instructions and technical bulletins. 2. Form joints between components using manufacturer’s standard joint adhesive without conspicuous joints. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SOLID SURFACING FABRICATIONS 06 61 16 - 6 a. Reinforce with strip of solid polymer material, 2" wide. 3. Countertops, stools, and shelves: a. Countertops supported by casework: 1) Provide fire retardant treated 1x4 slats secured top perimeter of the countertop and base cabinets, at joint between base cabinets, and 18 to 24 inches on center. Slats shall extend full depth of countertop. 2) Where indicated, provide 1 inch fire retardant treated plywood or MDF sub- top secured to bottom of solid surface top. b. Countertops supported by walls: Provide fire retardant treated 2x wood frame with 3/4 inch fire retardant treated plywood or MDF sub-top. c. Provide water resistant sub-top at countertops with sinks or plumbing fixtures. d. Stools: Adhere stools to 3/4 inch fire retardant treated plywood, secured to stud wall. e. Shelves: Provide fire retardant treated plywood or MDF substrate adhered to bottom of shelf, same depth as finished edges. 4. Provide factory cutouts for plumbing fittings and bath accessories as indicated on the drawings. a. Where recommneded by solid surface material manufacturer, reinforce corners of cutouts with 1/2 inch solid surface sheet. 5. Rout and finish component edges with clean, sharp returns. a. Rout cutouts, radii and contours to template. b. Smooth edges. c. Repair or reject defective and inaccurate work. B. Thermoforming: 1. Comply with manufacturer’s data. 2. Heat entire component. a. Heat material uniformly in accordance with manufacturer’s instructions, during forming. 3. Form pieces to shape prior to seaming and joining. 4. Cut pieces to finished dimensions. 5. Sand edges and remove nicks and scratches. C. Vertical surfaces with silicone sealant joints: 1. Seal material with 1/8-inch-wide joints, sealed with manufacturer’s color-matching silicone sealant; adhesively applied to solid substrates with matching color. D. Vertical surfaces with hard seams: 1. 1/4 inch thick, with butt joints between sheets made with manufacturer’s joint adhesive matching color of solid surface material; adhesively applied to solid substrates; 2. Provide 1/8 inch expansion joints at corners and every 10 to 15 feet with matching color silicone. E. Backsplash: Applied F. Sidesplash: Applied ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SOLID SURFACING FABRICATIONS 06 61 16 - 7 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with fabricator present for compliance with requirements for installation tolerances, and other conditions affecting performance of work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Field measurements: 1. Take all necessary measurements in the field to ensure proper fitting for the work of this section. 2. Verify floors are flat and level within 1/4 inch in 10 feet. a. Determine high point of floor before installation of base cabinets. B. Cleaning: 1. Remove debris, dust, contaminants or any spilled or dried liquids from areas to receive solid surfacing prior to installation. 2. Wipe down or vacuum wall surfaces in manner to remove dust and debris prior to installation of wall panels. 3.3 INSTALLATION: A. Install components plumb and level, scribed to adjacent finishes, in accordance with approved shop drawings and product installation data. 1. Form field joints using manufacturer's recommended adhesive, with joints inconspicuous in finished work. a. Keep components and hands clean when making joints. b. Visible joints or seams in like material shall not be permitted 2. Reinforce field joints in wall and horizontal surfaces with solid surface strips extending a minimum of 1 inch on either side of the seam with the strip being the same thickness as the pieces being joined. 3. Cut and finish component edges with clean, sharp returns. 4. Rout radii and contours to template. 5. Carefully dress joints smooth, remove surface scratches and clean entire surface. 6. Provide backsplashes and side splashes as indicated on the drawings. Adhere to countertops using manufacturer's standard color-matched silicone sealant. 3.4 PROTECTION A. Keep components and hands clean during installation. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ SOLID SURFACING FABRICATIONS 06 61 16 - 8 B. Remove adhesives, sealants and other stains after fabrication. C. Keep clean until Date of Substantial Completion. 3.5 REPAIR AND REPLACEMENT A. Replace all scratched, marred, or otherwise damaged materials which cannot be restored to “like new” appearance with new, undamaged materials to work being replaced. B. Fabrications exhibiting poor workmanship of any component shall be replaced with fabrications of new material. C. Repair solid surfacing using methods recommended by manufacturer. 1. Repair using methods that minimize differences in appearance between original and repaired finishes. 2. Repair with same materials or compatible materials. 3. Finish surface to match adjacent surfaces. 3.6 ADJUSTING 1. Adjust hardware on all doors and drawers so that they operate freely, smoothly, and accurately. 2. Remove and reinstall solid surfacing or trim that is out of plumb, out of square, not level, or misaligned with adjacent work or trim. a. Repair or replace adjacent surfaces damaged due to removal and reinstallation. 3.7 CLEANING: A. Clean all work of dirt, dust, grease, oil, shop identification marks, and other foreign matter. END OF SECTION Thermal and Moisture Protection Division 07 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ THERMAL INSULATION 07 21 00 - 1 SECTION 07 21 00 — THERMAL INSULATION PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Furnish and install all insulation as indicated or implied by the Contract Documents. 2. Sound attenuation batt insulation. 3. Insulation installed as part of a firestopping system (safing insulation). B. Related Sections: 1. Division 08 Section “Firestopping”, for insulation installed as part of a fire-resistive joint system or a through-penetration firestop. 2. Division 09 Section “Gypsum Board Assemblies”, for acoustical insulation installed in metal stud wall assemblies. 1.2 REFERENCES A. ASTM International (ASTM): 1. C 272 – Standard Test Method for Water Absorption of Core Materials for Structural Sandwich Constructions 2. C 177 – Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus 3. C 518 – Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus 4. C 578 – Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation 5. C 612 – Standard Specification for Mineral Fiber Block and Board Thermal Insulation 6. C 665 – Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing 7. E 84 – Standard Test Method for Surface Burning Characteristics of Building Materials 8. E 814 – Standard Test Method for Fire Tests of Through-Penetration Fire Stops 1.3 SUBMITTALS A. Product Data: 1. Submit manufacturer’s product data showing compliance with specifications and installation instructions. 2. Furnish with Operating and Maintenance Manuals. B. Schedules: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ THERMAL INSULATION 07 21 00 - 2 1. Provide schedule indicating insulation designation, insulation description, manufacturer, product name, thickness, and locations where insulation is used. 1.4 PRODUCT HANDLING A. Protection: 1. Deliver materials in manufacturer's original unopened packing, with all labels intact. 2. Store materials in area protected from the elements and open flame or sparks. PART 2 - PRODUCTS 2.1 INSULATION A. Sound Attenuation Batts for Fire-rated Walls: 1. Description: Mineral wool sound attenuation blanket 2. Acceptable products: a. Fibrex Insulations Inc.; Fibrex Sound Attenuation Fire Batt b. Owens Corning: Sound Attenuation Fire Batt Insulation/MW c. Roxul Inc.: Acoustical Fire Batt d. Thermafiber LLC: Thermafiber Sound Attenuation Fire Blanket SAFB 3. Facing: Unfaced 4. Widths: 16", or as indicated on drawings 5. Thickness: 3", or as indicated on drawings 6. Attachment: Friction fit in studs, using adhesive, wire, or metal straps, as recommended by manufacturer. 7. Compliance: ASTM C665, Type 1 8. Locations: Full height in all fire rated sound walls and as indicated on drawings. B. Sound Attenuation Batts for Non-Fire-Rated Walls: 1. Description: Flexible glass fiber sound attenuation batts 2. Acceptable products: a. CertainTeed Corporation: CertaPro AcoustaTherm b. Johns Manville: Sound Control Batts c. Knauf Fiber Glass: QuietTherm d. Owens Corning: Sound Attenuation Batts 3. Facing: Unfaced 4. Widths: 16", or as indicated on drawings 5. Thickness: 3", or as indicated on drawings 6. Attachment: Friction fit in studs, using adhesive, wire, or metal straps, as recommended by manufacturer. 7. Density: 2.5 lbs./cu. ft. 8. Compliance: ASTM C665, Type 1 9. Locations: Full height in all non-fire rated sound walls and as indicated on drawings. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ THERMAL INSULATION 07 21 00 - 3 C. Safing Insulation: 1. Description: Mineral wool semi-rigid blanket 2. Acceptable products: a. Thermafiber LLC: Thermafiber Safing Insulation b. Owens Corning: Safety Insulation c. Roxul Inc.: RXL Safe 3. Facing: a. Scrim-reinforced aluminum foil faced at exterior wall and floor intersection. b. Unfaced at interior head-of-wall and poke-through locations. 4. Density: 4.0 lbs./cu. ft. 5. Thickness: 4" 6. Widths: 24" 7. Attachment: a. Compressed 25 percent friction fit, unless noted otherwise b. Uncompressed with galvanized steel impaling pins as required for the fire-rated assembly test for the floor to wall condition. 8. Compliance: a. ASTM C612, Class 1 b. ASTM E814 (with smoke seal), hour and temperature rating indicated on Drawings. 9. Locations: a. Exterior wall and floor intersections, and as indicated on Drawings. b. Interior head-of-wall intersections with corrugated metal deck or as part of a head- of-wall firestopping system. c. Interior "poke-thru" locations except where protected by alternative Firestop systems. d. Coordinate with requirements of systems installed under Division 07 Section “Firestopping”. 2.2 ADHESIVE A. As recommended by insulation manufacturers. 2.3 MECHANICAL FASTENERS A. As recommended by insulation manufacturer. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine surfaces to be covered with insulation; ensure preceding work is completed. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ THERMAL INSULATION 07 21 00 - 4 B. Verify that available space is of sufficient depth for required insulation thickness. C. Do not proceed with installation in areas of discrepancy until such conditions are fully resolved. 3.2 INSTALLATION A. Unfaced mineral fiber blankets and batts: 1. Install in accordance with manufacturer's current recommendations. 2. Fit closely around penetrations. Install a full layer of insulation behind electrical boxes and other partial wall penetrations. 3. Installation of insulation in small pieces to fill holes or gaps is not acceptable. 3.3 INSPECTION A. At completion of installation, visually inspect each area of work and verify that all insulation is complete and properly installed. B. Replace damaged insulation with new material of same type. 3.4 CLEANING A. Remove adhesive splatters and smears. B. Remove debris from project site. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CEMENTITIOUS FIREPROOFING 07 81 16 - 1 SECTION 07 81 16 — CEMENTITIOUS FIREPROOFING PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Spray-applied cementitious fireproofing. 2. Preparation of metal to receive fireproofing. B. Related sections: 1. Division 07 Section “Firestopping” 1.2 REFERENCES A. ASTM International (ASTM): 1. E84 – Standard Test Method for Surface Burning Characteristics of Building Materials 2. E119 – Standard Test Methods for Fire Tests of Building Construction and Materials 3. E605 – Standard Test Methods for Thickness and Density of Sprayed Fire-Resistive Material Applied to Structural Members 4. E736 – Standard Test Method for Cohesion/Adhesion of Sprayed Fire-Resistive Materials Applied to Structural Members 5. E759 – Standard Test Method for Effect of Deflection on Sprayed Fire-Resistive Material Applied to Structural Members 6. E760 – Standard Test Method for Effect of Impact on Bonding of Sprayed Fire-Resistive Material Applied to Structural Members 7. E761 – Standard Test Method for Compressive Strength of Sprayed Fire-Resistive Material Applied to Structural Members 8. E859 – Standard Test Method for Air Erosion of Sprayed Fire-Resistive Materials (SFRMs) Applied to Structural Members 9. E937 – Standard Test Method for Corrosion of Steel by Sprayed Fire-Resistive Material (SFRM) Applied to Structural Members 10. G21 – Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi B. National Fire Protection Association (NFPA): 1. 251 – Standard Methods of Tests of Fire Endurance of Building Construction and Materials C. Underwriters Laboratories, Inc. (UL): 1. ANSI/UL 263 – Standard, Fire Tests of Building Construction and Materials D. Uniform Mechanical Code (UMC): ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CEMENTITIOUS FIREPROOFING 07 81 16 - 2 1. Standard 6-1 1.3 DEFINITIONS A. Cementitious fireproofing: factory-mixed, dry formulation of gypsum or Portland cement binders and lightweight mineral or synthetic aggregates mixed with water at the project site to form a slurry for conveyance and application. The product shall be free of asbestos and mineral wool. B. Primary beams: Beams with a direct connection to a column. C. Secondary beams: Beams not directly connected to a column. 1.4 PERFORMANCE REQUIREMENTS A. Provide UL Design rated systems according to the hourly fire resistance rating required, manufacturer and product selected, system design indicated on the Drawings, and structural member sizes indicated. B. All beams shall be considered unrestrained for fire-protection purposes, unless noted otherwise. C. Structural members smaller than U.L. classified assembly: determine the thickness of material for smaller members for the appropriate hourly rating in accordance with the adjustment formula in the UL Fire Resistance Directory. D. Structural members larger than U.L. classified assembly (oversized members): 1. Provide mechanical bond reinforcement on primed steel members in accordance with the UL/ANSI 263 requirements or conduct a minimum of 5 bond tests on similarly primed steel plates or existing members in accordance with UL/ANSI 263 and ASTM E736. 2. Definition of oversized members: a. Beam flange width: 12 inches or greater b. Column flange width: 16 inches or greater c. Beam or column web depth: 16 inches or greater d. Pipe diameter or tube width: greater than 12 inches 1.5 SUBMITTALS A. Product Data: 1. Manufacturer’s literature indicating product characteristics, performance and limitation criteria. 2. Manufacturer's application instructions 3. Product MSDS (Material Safety Data Sheets) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CEMENTITIOUS FIREPROOFING 07 81 16 - 3 B. Application Schedule: Provide schedule indicating material to be used, building element or member size to be protected, hourly rating, material thickness provided, and appropriate UL classification design number. C. Test Reports: Independent laboratory test results for fireproofing shall be submitted for the following performance criteria: 1. Fire resistance: ASTM E119, ANSI/UL 263 for all hourly ratings indicated a. Submit evidence that the fireproofing has been subjected to full-scale ANSI/UL 263 fire testing at Underwriters Laboratories, Inc. by the manufacturer. 2. Bond Strength: ASTM E736 3. Compressive Strength: ASTM E761 4. Deflection: ASTM E759 5. Bond Impact: ASTM E760 6. Air Erosion: ASTM E859 7. Corrosion Resistance: ASTM E937 8. Abrasion Resistance (Test Method developed by City of San Francisco, Bureau of Building Inspection). 9. Impact Penetration (Test Method developed by City of San Francisco, Bureau of Building Inspection) 10. High Speed Air Erosion: UMC Standard 6-1 and ASTM E859 11. Surface Burning Characteristics: ASTM E84 12. Combustibility per ASTM E84 13. Mold Resistance per ASTM G21 and UMC Standard 6-1 1.6 QUALITY ASSURANCE A. Applicator shall be established firm specializing in applying the work of this section with minimum of three years experience. Applicator shall be approved by the manufacturer. B. Fire Resistance Classification: The spray-applied fireproofing material shall have been tested and reported by Underwriters Laboratories, Inc. in accordance with the procedures of ASTM E119 and shall be listed in the Underwriters Laboratories Fire Resistance Directory. 1.7 DELIVERY, STORAGE AND HANDLING A. Material shall be delivered in original unopened packages, fully identified as to manufacturer, brand or other identifying data and bearing the proper Underwriters Laboratories, Inc. labels for Surface Burning Characteristic and Fire Resistance Classification. B. Material shall be stored off the ground, under cover, and in a dry location until ready for use. All bags that have been exposed to water before use shall be found unsuitable and discarded. Stock of material is to be rotated and used prior to its expiration date. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CEMENTITIOUS FIREPROOFING 07 81 16 - 4 1.8 PROJECT/SITE CONDITIONS A. A minimum air and substrate temperature of 40 degrees F (4.4 degrees C) shall be present before application of spray-applied fireproofing. A minimum air and substrate temperature of 40 degrees F (4.4 degrees C) must be maintained during and for 24 hours after application of the spray-applied fireproofing. Provide enclosures with heat to maintain temperature. B. Provide ventilation in poorly ventilated areas to achieve a minimum total air exchange rate of 4 times per hour until the material is substantially dry. 1.9 SEQUENCING AND SCHEDULING A. Items Not fireproofed: 1. Coordinate with other trades to assure that fireproofing is complete prior to installation of ducts, conduits, piping, and related components. B. Coordination with other Work: 1. Coordinate installation of Work directly attached to construction indicated to receive fireproofing to minimize patching and repair work after fireproofing application. PART 2 - PRODUCTS 2.1 MATERIALS A. Manufacturers: Furnish material produced by one of the following manufacturers:. 1. Reference Standard: Grace Construction Products, Monokote Type MK-6 for concealed interior use, Z-106 or Z106/HY for exposed interior use, Z-146 for exterior use. 2. Acceptable Manufacturers whose product must meet the minimum performance standard for each and every physical property listed. a. Isolatek International, CAFCO 300 interior concealed, CAFCO 400 interior exposed, CAFCO 800 exterior. b. Mandoval Vermiculite Products, Mandolite CP-2 interior, Fendolit M-II exterior. c. Southwest Fireproofing Co., Inc., Type 5GP concealed interior, Type 5MD exposed interior, 1XR for exterior. B. Physical Performance Characteristics: Fireproofing material shall meet the following physical performance standards: 1. Dry Density: ASTM E605, Minimum average density shall be that listed in the UL Fire Resistance Directory for each rating indicated, or minimum average 15 pcf (240 kg/cubic meter), whichever is greater. 2. Deflection: ASTM E759, no cracks or delamination from the surface. 3. Bond Impact: ASTM E760, no cracks or delamination from the surface 4. Bond Strength: ASTM E736: a. Minimum average bond strength: 200 psf (9.6 Kpa) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CEMENTITIOUS FIREPROOFING 07 81 16 - 5 b. Minimum individual bond strength: 150 psf (7.2 Kpa). 5. Air Erosion: ASTM E859: a. Maximum allowable total weight loss: 0.005 grams/square foot (0.05 mgs/square meter) b. Sample surface shall be "as applied" (not pre-purged) c. Total reported weight loss shall be the total weight loss over a 24 hour period from the beginning of the test. 6. High Speed Air Erosion: UMC Standard 6-1 and ASTM E859, material used in plenums or ducts shall exhibit no continued erosion after 4 hours at an air speed of 2500 ft/min (29 mph) [12.7 m/s (47 km/h)] . 7. Compressive Strength: ASTM E761, deform not more than 10% when subjected to compressive forces of 1200 psf (57 Kpa ). 8. Corrosion Resistance: ASTM E937, shall not promote corrosion of steel. 9. Surface Burning Characteristics: ASTM E84 a. Flame Spread: 0 b. Smoke Development: 0 10. Resistance to Mold: ASTM G21 a. Resistant to mold growth for a period of 21 days for general use and 60 days for materials to be installed in plenums. b. Fireproofing material shall be formulated at the time of manufacture with a mold inhibitor. C. Water: clean, fresh, potable, free from mineral or organic substances as would affect the set of the fireproofing material. 1. Provide water with sufficient pressure and volume to meet the fireproofing application schedule. 2.2 ACCESSORIES A. Provide accessories to comply with manufacturer's recommendations and to meet fire resistance design and code requirements. Such accessories include, but are not limited to, any required or optional items such as; bonding agents, mechanical attachments; application aids such as metal lath, scrim, or netting. PART 3 - EXECUTION 3.1 EXAMINATION A. All surfaces to receive spray-applied fireproofing shall be free of oil, grease, paints/primers, loose mill scale, dirt or other foreign substances that may impair proper adhesion of the fireproofing to the substrate. Where necessary, cleaning or other corrections of surfaces to receive fireproofing shall be the responsibility of the supplier of the incompatible substrate. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CEMENTITIOUS FIREPROOFING 07 81 16 - 6 B. Application of the fireproofing shall not begin until the contractor, applicator, fireproofing testing laboratory (inspector) have examined the surface to receive fireproofing and determined that the surfaces are acceptable to receive fireproofing material. 3.2 PROTECTION A. Protect surfaces not scheduled for fireproofing and equipment from overspray, fall-out and dusting. B. Close off and seal duct work, conduits, junction boxes, etc. in areas where fireproofing is being applied 3.3 PREPARATION A. Prior to application of the fireproofing material, a bonding agent, approved by the fireproofing material manufacturer, shall be applied to all concrete substrates to receive fireproofing. B. Other trades shall install clips, hangers, support sleeves and other attachments required to penetrate the fireproofing, prior to application of the fireproofing materials. C. Other trades shall not install ducts, piping, equipment or other suspended items until the fireproofing is complete. D. Complete placing of concrete on floor and roof decking prior to application of the fireproofing to the underside of steel deck and supporting beams and joists. 3.4 MIXING A. Mix in accordance with current printed instructions of manufacturer. 3.5 APPLICATION A. Equipment and application procedures shall conform to the material manufacturer's application instructions. B. Post appropriate cautionary "Slippery When Wet" signs in all areas in contact with wet fireproofing material. Erect appropriate barriers to prevent entry by non-fireproofing workers into the fireproofing spray and mixing areas and other areas exposed to wet fireproofing material. C. Apply primer or adhesive in accordance with manufacturer's instructions as required to meet the fire resistance ratings, before application of the fireproofing. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CEMENTITIOUS FIREPROOFING 07 81 16 - 7 3.6 FIELD QUALITY CONTROL A. The Architect/Engineer will select, and the Owner will pay an independent testing laboratory to randomly sample and verify the thickness and the density of the fireproofing in accordance with provisions of ASTM E605. 1. Where density samples are of irregular shape, a displacement method approved by Underwriters Laboratories, Inc. shall be used to determine in-place fireproofing density. 2. Where field testing indicates insufficient density or bond strength, density or bond strength, perform additional testing to determine extent of non-compliant work.. B. The Architect/Engineer will select, and the Owner will pay an independent testing laboratory to randomly sample and verify the bond strength of the fireproofing in accordance with provisions of ASTM E736. C. The results of the above tests shall be made available to all parties at the completion of pre- designated areas that shall have been determined during the pre-job conference. D. Remediation: 1. Where field testing indicates insufficient thickness for fire rating indicated, apply additional fireproofing, until fireproofing achieves required thickness. 2. Where field testing indicates insufficient bond strength or density of fireproofing, remove non-compliant fireproofing and reapply with fireproofing that complies with density or bond strength required. 3.7 PATCHING A. Inspect work installed by others for removal or damage of fireproofing. Patch and repair altered or damaged fireproofing. 1. All patching and repairing of spray-applied fireproofing shall be performed with same materials and by the same applicators under this section, and paid for by the trade(s) responsible for the damage. 2. Patch fireproofing removed or altered during field testing, at no additional cost to the Owner. B. Patch damaged or displaced fireproofing with fireproofing material or manufacturer approved patching mix. Patch to achieve required depth of fireproofing. 3.8 CLEANING A. After the completion of fireproofing work, application equipment shall be removed. B. Clean deposits of material from walls, floors and other surfaces not scheduled to receive sprayed-on fireproofing. . ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ CEMENTITIOUS FIREPROOFING 07 81 16 - 8 3.9 SCHEDULE A. Typical assemblies are as follows, in an Unrestrained Condition. 1. Steel Columns, Primary Beams, and Bracing: 3 hour rating a. General: U.L. Design numbers X772; X771; N708 b. Supporting roof construction only: 2 hour rating 1) Columns: U.L. Design numbers X772; X771 2) Concrete over metal deck: U.L. Design number N708 3) Wide flange beam supporting metal deck with roof insulation: U.L. Design number S734 4) Open-web joist or girder supporting metal deck with roof insulation: U.L. Design number S736 2. Secondary framing, floor and roof assemblies: a. Floor/roof assembly, concrete over metal deck: 2 hour rating, U.L. Design number D925 b. Roof Assembly: 1-1/2 hour rating: 1) Extruded polystyrene roof insulation: U.L. Design number P725 2) Polyisocyanurate roof insulation: U.L. Design number P732 END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 1 SECTION 07 84 00 — FIRESTOPPING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes firestopping for the following: 1. Penetrations through fire-resistance-rated floor and roof construction including both empty openings and openings containing cables, pipes, ducts, conduits, and other penetrating items. 2. Penetrations through fire-resistance-rated walls and partitions including both empty opening and openings containing cables, pipes, ducts, conduits, and other penetrating items. 3. Penetrations through smoke barriers and construction enclosing compartmentalized areas involving both empty openings and openings containing penetrating items. 4. Joints in fire-resistance-rated construction, including tops of fire-rated walls. 5. Joints between floor construction and curtain wall assemblies, including installation of curtainwall insulation. 6. Sealing of non-fire-rated corridor walls required to prevent passage of smoke into the corridor. 7. Labeling of firestopping and fire-resistive joint installations. B. Related Sections: 1. Division 07 Section “Expansion Joints Cover Assemblies” 2. Division 07 Section “Joint Sealants” 3. Division 09 Section “Gypsum Drywall Assemblies” 4. Division 23 – Heating, Ventilating and Air Conditioning 5. Division 26 – Electrical C. Products installed, but not supplied under this section: 1. Curtainwall insulation installed as part of a fire-resistive joint system: Division 07 Section "Thermal Insulation". 2. Mineral wool insulation installed as part of a firestopping system (safing insulation): Division 07 Section "Thermal Insulation". 1.2 REFERENCES A. ASTM International (ASTM): 1. C 719 – Standard Test Method for Adhesion and Cohesion of Elastomeric Joint Sealants Under Cyclic Movement (Hockman Cycle) 2. C 834 – Standard Specification for Latex Sealants 3. C 920 – Standard Specification for Elastomeric Joint Sealants 4. C 1193 – Standard Guide for Use of Joint Sealants ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 2 5. E 84 – Standard Test Method for Surface Burning Characteristics of Building Materials 6. E 119 – Standard Test Methods for Fire Tests of Building Construction and Materials 7. E 136 – Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750oC 8. E 814 – Standard Test Method for Fire Tests of Through-Penetration Fire Stops 9. E 1399 – Standard Test Method for Cyclic Movement and Measuring the Minimum and Maximum Joint Widths of Architectural Joint Systems 10. E 1725 – Standard Test Methods for Fire Tests of Fire-Resistive Barrier Systems of Electrical Systems Components. 11. E 1966 – Standard Test Method for Fire-Resistive Joint Systems 12. E 2174 – Standard Practice for On-Site Inspection of Installed Fire Stops 13. E 2307 – Standard Test Method for Determining Fire Resistance of Perimeter Fire Barrier Systems Using Intermediate-Scale, Multi-story Test Apparatus 14. E 2393 – Standard Practice for On-Site Inspection of Installed Fire Stop Joint Systems B. International Conference of Building Officials (ICBO): 1. UBC Standard 26-9 – Method of Test for the Evaluation of Flammability Characteristics of Exterior, Non-Loadbearing Wall Assemblies Containing Combustible Components Using the Intermediate-Scale, Multistory Test Apparatus. C. Underwriters Laboratories (UL) 1. UL Qualified Firestop Contractor Program 2. UL 723 – Surface Burning Characteristics of Building Materials 3. UL/ANSI 1479 – Fire Tests of Through-Penetration Firestops, including optional air leak test. 4. UL 1978 – Grease Duct 1 or 2 Hour Shaft Enclosures 5. UL 2079 – Test for Fire Resistance of Building Joint Systems 6. Category XHDG – Perimeter Fire Containment Systems 1.3 SYSTEM PERFORMANCE REQUIREMENTS A. General: Provide firestopping systems that are produced and installed to resist the spread of fire and the passage of smoke and other gases, according to requirements indicated. B. Through-Penetration Firestop Systems: Provide through-penetration firestop systems, tested in accordance with ASTM E 814 with a minimum positive pressure differential of 0.01 inch of water, with F and T ratings equal or exceeding the fire-resistance rating of the constructions penetrated. 1. T Rating is not required for floor penetrations contained and located within the cavity of a wall. 2. W Rated Through-Penetration Firestop Systems: Provide firestop systems with W Water Resistance ratings, in addition to F, T and L ratings, as determined per UL 1479, where indicated. 3. In floors, and walls indicated as “Smoke Barriers” or “Smoke Partitions”, provide UL/ANSI 1479 Category L listed firestop systems that will prevent the passage of smoke ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 3 through the floor or wall, with an aggregate area of opening in reach room less than specified or required by Code: a. Leakage Area of Walls: 1 square foot per 1000 square feet of wall area. b. Leakage Area of Floors: 0.5 square feet per 1000 square feet of floor area. C. Fire-Resistant Joint Systems: For joints between floor slabs and curtainwall assemblies, provide systems classified under UL Category XHDG. Joint system or tested in accordance with the requirements of UL 2079, with F and T ratings equal or exceeding the floor assembly rating. D. For firestopping exposed to view, traffic, moisture, and physical damage, provide products that do not deteriorate when exposed to these conditions. 1. For piping penetrations for plumbing and wet-pipe sprinkler systems, provide moisture- resistant through-penetration firestop systems. 2. For floor penetrations with annular spaces exceeding 4 inches (100 mm)) or more in width and exposed to possible loading and traffic, provide firestop systems capable of supporting the floor loads involved either by installing floor plates or by other means. 3. For penetrations involving insulated piping, provide through-penetration firestop systems that do not require removal of insulation. E. For firestopping exposed to view, provide products with flame-spread values of less than 25 and smoke-developed values of less than 450, as determined per ASTM E 84. F. Re-enterable sleeve Devices: Where penetrants consist of multiple security, communication, data, cable-tray or other cabling, re-enterable sleeve devices may be provided in lieu of separate sleeves and firestopping. G. Where application does not match available listed systems, provide Engineering Judgments or Equivalent Fire Resistance Rated Assembly created in accordance with IFC guidelines. H. Where there is no specific third party tested and classified firestop system available for a particular firestop configuration, the firestopping contractor shall obtain from the firestop manufacturer, an Engineering Judgment (EJ) or Equivalent Fire Resistance Rated Assembly (EFFRA) for submittal to Authority Having Jurisdiction (AHJ) for approval. I. Corridor walls in Group I-2 Occupancy buildings: Corridor walls shall be sealed to prevent the passage of smoke with materials capable of providing an effective smoke barrier. 1.4 SUBMITTALS A. Product data for each type of product specified. 1. Certification by firestopping manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOCs), and are nontoxic to building occupants. B. Shop drawings detailing materials, installation methods, and relationships to adjoining construction for each through-penetration firestop system, and each kind of construction ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 4 condition penetrated and kind of penetrating item. Include firestop design designation of qualified testing and inspecting agency evidencing compliance with requirements for each condition indicated. 1. Submit documentation, including illustrations, from a qualified testing and inspecting agency that is applicable to each through-penetration firestop configuration for construction and penetrating items. a. Documentation shall include an illustration of the condition being firestopped and written description of system components and installation requirements. 2. Where there is no specific third party tested and classified Firestop System available for a particular firestop configuration, the firestopping contractor shall obtain from the firestop manufacturer an Engineering Judgment (EJ) or Equivalent Fire Resistance Rated Assembly (EFRRA) C. Schedule: Provide schedule of firestopping systems listing the following: 1. Condition, by construction and penetrating item. 2. System designation, using UL or other independent laboratory designation. 3. System F and T ratings. 4. List of System Components. 5. Limitations on size of opening or maximum joint width. 6. Limitation on size or number of penetrating items. 7. Minimum and maximum annular space or joint width. 8. Sealant color, where applicable. D. Product certificates signed by manufacturers of firestopping products certifying that their products comply with specified requirements. 1. Copies of Engineering Judgment applications and responses. E. Product test reports from, and based on tests performed by, a qualified testing and inspecting agency evidencing compliance of firestopping with requirements based on comprehensive testing of current products. F. Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, names of Architects and Owners, and other information specified. 1.5 QUALITY ASSURANCE A. Fire-Test-Response Characteristics: Provide firestopping that complies with the following requirements and those specified under the article, “SYSTEM PERFORMANCE REQUIREMENTS”: 1. Firestopping tests shall be performed by a qualified testing and inspecting agency. A qualified testing and inspecting agency is UL, ITS/WHI (Warnock Hersey), Omega Point Laboratories, or another agency performing testing and follow-up inspection services for firestop systems that is acceptable to authorities having jurisdiction. 2. Through-penetration firestop systems are identical to those tested per ASTM E 814 under conditions where positive furnace pressure differential of at least 0.01 inch of water (2.5 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 5 Pa) is maintained at a distance of 0.78 inch (20 mm) below the fill materials surrounding the penetrating items in the test assembly. Provide rated systems complying with the following requirements: a. Through-penetration firestop system products shall bear classification marking of qualified testing and inspecting agency. b. Through-penetration firestop systems correspond to those indicated by reference to through-penetration firestop system designations listed by UL in their "Fire Resistance Directory," by Intertek ETL Semko, or by another qualified testing and inspecting agency. 3. Fire-resistive joint sealant systems are identical to those tested for fire-response characteristics per UL 2079 under conditions where the positive furnace pressure differential is at least 0.01 inch of water (2.5 Pa), as measured 0.78 inch (20 mm) from the face exposed to furnace fire. Provide systems complying with the following requirements: a. Fire-Resistance Ratings of Joint Sealants: As indicated by reference to design designations listed by UL in their "Fire Resistance Directory" or by another qualified testing and inspecting agency. b. Joint sealants, including backing materials, bear classification marking of qualified testing and inspection agency. B. Installer Qualifications: Engage an experienced Installer who is certified, licensed, or otherwise qualified by the firestopping manufacturer as having the necessary experience, staff, and training to install manufacturer's products per specified requirements. 1. A manufacturer's willingness to sell its firestopping products to the Contractor or to an Installer engaged by the Contractor does not in itself confer qualification on the buyer. C. Installer Qualifications: Engage an experienced Installer who is certified or otherwise qualified as having the necessary experience, staff, and training to install firestopping systems in accordance with specified requirements. 1. FM Global approved in accordance with FMG 4991 2. UL Qualified Firestop Contractor 3. Licensed by the State or local authority, where applicable. 4. Firestop Contractors International Association Contractor Member in good standing. 5. Shown to have successfully completed not less than 5 comparable scale projects. D. Single-Source Responsibility: Obtain through-penetration firestop systems for each kind of penetration and construction condition indicated from a single manufacturer. E. Provide firestoppping products containing no detectable asbestos as determined by the method specified in 40 CFR Part 763, Subpart F, Appendix A, Section 1, "Polarized Light Microscopy." F. Coordinating Work: Coordinate construction of openings and penetrating items to ensure that designated through-penetration firestop systems are installed per specified requirements. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 6 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver firestopping products to Project site in original, unopened containers or packages with intact and legible manufacturers' labels identifying product and manufacturer; date of manufacture; lot number; shelf life, if applicable; qualified testing and inspecting agency's classification marking applicable to Project; curing time; and mixing instructions for multi- component materials. B. Store and handle firestopping materials to prevent their deterioration or damage due to moisture, temperature changes, contaminants, or other causes. 1.7 PROJECT CONDITIONS A. Environmental Conditions: Do not install firestopping when ambient or substrate temperatures are outside limits permitted by firestopping manufacturers or when substrates are wet due to rain, frost, condensation, or other causes. B. Ventilation: Ventilate firestopping per firestopping manufactures' instructions by natural means or, where this is inadequate, forced air circulation. 1.8 SEQUENCING AND SCHEDULING A. Do not cover up those firestopping installations that will become concealed behind other construction until Architect/Engineer and authorities having jurisdiction, if required, have examined each installation. 1. Dated photographs may be submitted for verbal approval by the Architect/Engineer, in lieu of on-site examination, prior to proceeding with construction. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable manufacturers of firestopping materials and systems: 1. A/D Fire Protection Systems Inc.; FireBarrier 2. Hilti, Inc. 3. Nelson Firestop Products. 4. RectorSeal Corporation (The), Bio Fireshield and Metacaulk Firestopping Products. 5. Specified Technologies, Inc. (STI); SpecSeal 6. 3M; Fire Protection Products Division. 7. Tremco; Fire Protection Systems Group; TremStop 8. W. R. Grace & Co., FlameSafe ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 7 2.2 FIRESTOPPING, GENERAL A. Compatibility: Provide firestopping composed of components that are compatible with each other, the substrates forming openings, and the items, if any, penetrating the firestopping under conditions of service and application, as demonstrated by firestopping manufacturer based on testing and field experience. B. Accessories: Provide components for each firestopping system that are needed to install fill materials and to comply with "System Performance Requirements" article in Part 1. Use only components specified by the firestopping manufacturer and approved by the qualified testing and inspecting agency for the designated fire-resistance-rated systems. Accessories include but are not limited to the following items: 1. Permanent forming/damming/backing materials including the following: a. Semi-refractory fiber (mineral wool) insulation. b. Ceramic fiber. c. Sealants used in combination with other forming/damming materials to prevent leakage of fill materials in liquid state. d. Fire-rated form board. e. Joint fillers for joint sealants. 2. Temporary forming materials. 3. Substrate primers. 4. Collars. 5. Steel sleeves. C. Applications: Provide firestopping systems composed of materials specified in this Section that comply with system performance and other requirements. 2.3 FILL MATERIALS FOR FIRESTOP SYSTEMS A. Mineral wool (fire safing) insulation: 1. Description: Mineral wool semi-rigid blanket a. ASTM C 612, Class 1 b. Provide material complying with firestop system listing for hour and temperature rating indicated on Drawings. 2. Facing: a. Scrim-reinforced aluminum foil faced at exterior wall and floor intersection. b. Unfaced at interior head-of-wall and poke-through locations. 3. Density: 4.0 lbs./cu. ft. 4. Thickness: 4 inches 5. Widths: Maximum usable width up to 24 inches 6. Attachment: a. Compressed 25 percent friction fit, unless noted otherwise b. Uncompressed with galvanized steel impaling pins as required for the fire-rated assembly test for the floor to wall condition. 7. Acceptable products: a. Fibrex Insulations Inc.; Fibrex Safing Insulation ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 8 b. IIG MinWool. LLC; MinWool - 1200 Safing c. Roxul Inc.; RXL Safe d. Thermafiber LLC; Thermafiber Safing Insulation 8. Locations: a. Exterior wall and floor intersections, and as indicated on Drawings. b. Interior head-of-wall intersections with corrugated metal deck or as part of a head- of-wall firestopping system. c. Interior "poke-thru" locations except where protected by alternative Firestop systems. B. Curtainwall Insulation: 1. Description: Mineral wool semi-rigid blanket a. ASTM C665 Type 1, ASTM C 612, Type 1. 2. Thermal Resistance: ASTM C518, R=4.13 per inch, k=0.23 3. Facing: scrim-reinforced aluminum foil faced 4. Widths: As required for rated assembly, 24" minimum 5. Density: As required for rated assembly, 4 pcf minimum 6. Thickness: 2 inches, except where otherwise indicated. 7. Color: Natural 8. Attachment: a. Uncompressed with galvanized steel impaling pins as required for the fire-rated assembly test for the floor to wall condition. b. 1-1/2 inch by 1-1/2 inch, 20 gage galvanized steel angles and back-to-back angle stiffening tees installed in accordance with assembly listing. 9. Acceptable Products: a. Fibrex Insulations Inc.; Firex Curtainwall Insulation CW b. IIG MinWool, LLC; MinWool - 1200 Curtainwall c. Roxul Inc.; CurtainRock 40, 80 d. Thermafiber LLC; Thermafiber FireSpan 40, 90 10. Locations: a. Aluminum curtainwall spandrels and over mullions in concealed spaces. C. Ceramic-Fiber and Mastic Coating: Ceramic fibers in bulk form formulated for use with mastic coating, and ceramic fiber manufacturer's mastic coating. D. Ceramic-Fiber Sealant: Single-component formulation of ceramic fibers and inorganic binders. E. Endothermic, Latex or Acrylic Compound Sealant: Single-component, endothermic. F. Intumescent, Latex or Acrylic Sealant: single-component, intumescent. G. Intumescent Putty: Non-hardening, moldable, dielectric, water-resistant putty containing no solvents, inorganic fibers, or silicone compounds. 1. Putty may be preformed into self-adhering, relocatable sheets or pads for installation around penetrating objects. H. Intumescent Wrap Strips: Single-component, elastomeric sheet with aluminum foil on one side. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 9 I. Intumescent Composite Panels: Rigid fire-resistant panel consisting of an intumescent layer bonded to a 2 galvanized steel sheet, reinforced with steel wire mesh covered with aluminum foil J. Job-Mixed Vinyl Compound: Pre-packaged vinyl-based power product for mixing with water at Project site to produce a paintable compound, passing ASTM E 136, with flame-spread and smoke-developed rating of 0 per ASTM E 84. K. Mortar: Prepackaged dry mix composed of a blend of inorganic binders, fillers, and lightweight aggregate formulated for mixing with water at Project site to form a non-shrinking, homogenous mortar. L. Blankets: Inorganic thermal ceramic and acoustical blankets for use in construction joints. Flame spread and smoke development of zero per ASTM E 84 and UL 723. Non-combustible per ASTM E 136. M. Duct Wrap: Inorganic thermal ceramic fireproof blankets for a 2-hour enclosure of metal duct elevator hoistway vents. N. Pillows/Bags: Re-usable, heat-expanding pillows/bags composed of glass-fiber cloth cases filled with a combination of mineral-fiber, water-insoluble expansion agents and fire-retardant additives. O. Silicone Foam: Two-component, silicone-based liquid elastomer that, when mixed expands and cures in place to produce a flexible, non-shrinking foam. P. Silicone Sealant: Moisture-curing, single-component, silicone-based neutral-curing elastomeric sealant of grade indicated below: 1. Grade: Pourable (self-leveling) formulation for openings in floors and other horizontal surfaces and nonsag formulation for openings in vertical and other surfaces requiring a non-slumping/gunnable sealant, unless indicated firestop system limits use to nonsag grade for both opening conditions. 2. Grade for Horizontal Surfaces: Pourable (self-leveling) grade for openings in floors and other horizontal surfaces. 3. Grade for Vertical Surfaces: Nonsag grade for openings in vertical and other surfaces. 2.4 FIRE-RESISTIVE ELASTOMERIC JOINT SEALANT A. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealants of base polymer indicated that complies with ASTM C 920 requirements, including those referenced for Type, Grade, Class, and Uses, and requirements specified in this Section applicable to fire-resistive joint sealants. B. Sealant Colors: Provide color of exposed joint sealants to comply with theOwner's existing color selections. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 10 C. Single-Component, Neutral-Curing Silicone Sealant: Type S; Grade NS; Class 25; exposure- related Use NT, and joint-substrate-related Uses M, G, A, and (as applicable to joint substrates indicated) O 1. Additional Movement Capability: Provide sealant with the capability to withstand the following percentage changes in joint width existing at time of installation, when tested for adhesion and cohesion under maximum cyclic movement per ASTM C 719, and remain in compliance with other requirements of ASTM C 920 for uses indicated: a. 50 percent movement in both extension and compression for a total of 100 percent movement. b. 100 percent movement in extension and 50 percent movement in compression for a total of 150 percent movement. D. Multicomponent, Nonsag, Urethane Sealant: Type M; Grade NS; Class 25; exposure-related Use NT, and joint-substrate-related Uses M, A, and (as applicable to joint substrates indicated) O. 1. Additional Movement Capability: Provide sealant with the capability to withstand the following percentage change in joint width existing at time of installation, when tested for adhesion and cohesion under maximum cyclic movement per ASTM C 719, and remain in compliance with other requirements of ASTM C 920 for uses indicated: a. 40 percent movement in extension and 25 percent in compression for a total of 65 percent movement. b. 50 percent movement in both extension and compression for a total of 100 percent movement. E. Single-Component, Nonsag, Urethane Sealant: Type S; Grade NS; Class 25; and Uses NT, M, A, and (as applicable to joint substrates indicated) O. 2.5 FIRE-RESISTIVE LATEX SEALANT A. Latex Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealants of base polymer indicated that complies with ASTM C 834 requirements, including those referenced for Type, Grade, Class, and Uses, and requirements specified in this Section applicable to fire-resistive joint sealants. B. Sealant Colors: Provide color of exposed joint sealants to comply with the Owner's existing color selection. C. Single-Component, Nonsag Latex Sealant: Type OP; Grade NF 1. Movement Capability: Provide sealant with the capability to withstand the following percentage changes in joint width existing at time of installation, when tested for adhesion and cohesion under maximum cyclic movement per ASTM C 719, and remain in compliance with other requirements of ASTM C 834 for uses indicated: a. Gun grade: Minimum 15 percent movement in both extension and compression for a total of 30 percent movement. b. Spray-applied: Minimum 18 percent movement in both extension and compression for a total of 36 percent movement. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 11 2.6 RE-ENTERABLE SLEEVE DEVICES A. System consisting of one or more sheet metal or split-tube sleeves forming an enclosed pathway, intumescent firestopping materials, and smoke seal, intended for use with low-voltage cabling or other non-metallic penetrants. 1. Device shall be rated for visual fill capacities from 0 to 100 percent. 2. Device shall automatically adjust to cable fill volume. 3. Device shall permit cables to be installed, removed, or retrofitted without the need to adjust, remove or reinstall firestop materials. 4. Device shall carry a UL Classified L rating and limit the passage of smoke through the penetration. B. Provide device suitable for retrofit application for encasing existing wiring without requiring their removal, where existing cabling penetrates new or existing fire-rated floors or partitions. C. Products: 1. 3M; Fire Protection Products Division; Fire Barrier Pass-Through Devices 2. Hilti, Inc.; CP 653 Speed-Sleeve (walls only) 3. RectorSeal Corporation (The), Metacaulk Cast-In-Place Firestop Device (through-floor only). 4. Specified Technologies, Inc. (STI); EZ-Path System 2.7 CAST-IN SLEEVE DEVICES A. System for use in cast-in-place concrete floor systems, consisting of plastic sleeve forming an enclosed pathway, intumescent firestopping materials, water and smoke seal, intended for use with floor penetrants. 1. Provide device designed for metal or plastic pipe, conduit, or cabling penetrants, as indicated. 2. Device shall be field adjustable or adaptable to required sleeve height. 3. Device shall be sized to fit preset annular space for penetrant size. 4. Device shall permit penetrants to be installed, removed, or retrofitted without the need to adjust, remove or reinstall firestop materials. 5. Device shall carry a UL Classified L and W rating and limit the passage of smoke and water through the penetration. 6. Device shall be designed for placement adjacent to additional sleeves (ganged penetrations). Spacing of ganged units shall provide not less than 1 inch concrete between sleeves. 7. Sleeve shall be provided with removable cap to prevent damage or contamination during construction, prior to installation of penetrant. 2.8 MIXING A. For those products requiring mixing prior to application, comply with firestopping manufacturer's directions for accurate proportioning of materials, water (if required), type of ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 12 mixing equipment, selection of mixer speeds, mixing containers, mixing time, and other procedures needed to produce firestopping products of uniform quality with optimum performance characteristics for application indicated. 2.9 LABELS A. Provide permanent, self-adhesive, water-resistant labels indicating the following information: 1. Assembly F and T rating 2. Assembly Certification number or Engineering Judgment number 3. Name of organization certifying assembly 4. Test method used to certify assembly 5. Name of installing contractor 6. Date of installation 7. Name of manufacturer of assembly components PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance of firestopping. 1. Verify that field dimensions are as shown on the Drawings and as recommended by the manufacturer. 2. Coordinate locations of cast-in-place sleeve devices or floor penetrating items. 3. Coordinate with other trades to assure that all pipes, conduit, cable, and other items, which penetrate fire rated construction, have been permanently installed prior to installation of firestop assemblies that do not create a permanent sleeve. 4. Schedule the work to assure that partitions and all other construction that conceals penetrations are not erected prior to the installation of firestop and smoke seals. B. Verify that system components are clean, dry, and ready for installation. C. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning: Clean out openings and joints immediately prior to installing firestopping to comply with recommendations of firestopping manufacturer and the following requirements: 1. Remove all foreign materials from surface of opening and joint substrates and from penetrating items that could interfere with adhesion of firestopping. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 13 2. Clean opening and joint substrates and penetrating items to produce clean, sound surfaces capable of developing optimum bond with firestopping. Remove loose particles remaining from cleaning operation. 3. Remove laitance and form release agents from concrete. B. Priming: Prime substrates where recommended by firestopping manufacturer using that manufacturer's recommended products and methods. 1. Confine primers to areas of bond; do not allow spillage and migration onto exposed surfaces. C. Masking Tape: Use masking tape to prevent firestopping from contacting adjoining surfaces that will remain exposed upon completion of Work and that would otherwise be permanently stained or damaged by such contact or by cleaning methods used to remove smears from firestopping materials. 1. Remove tape as soon as it is possible to do so without disturbing firestopping seal with substrates. 3.3 INSTALLATION, GENERAL A. General: Comply with the "System Performance Requirements" article in Part 1 and the through-penetration firestop manufacturer's installation instructions and drawings pertaining to products and applications indicated. B. Install forming/damming materials and other accessories of types required to support fill materials during their application and in the position needed to produce the cross-sectional shapes and depths required to achieve fire ratings of designated through-penetration firestop systems. 1. After installing fill materials, remove combustible forming materials and other accessories not indicated as permanent components of firestop systems. C. Install fill materials for through-penetration firestop systems by proven techniques to produce the following results: 1. Completely fill voids and cavities formed by openings, forming materials, accessories, and penetrating items. 2. Backing or fill materials meet compression requirements, where required. 3. Materials fully contact and adhere to substrates formed by openings and penetrating items. 4. Provide uniform, cross-sectional shapes and depths relative to joint width that optimize movement capability. 5. For fill materials that will remain exposed after completing Work, finish to produce smooth, uniform surfaces that are flush with adjoining finishes. D. Install systems by proven techniques that result in firestop materials: 1. Directly contacting and fully wetting joint substrates. 2. Completely filling recesses provided for each joint configuration, ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 14 3. Providing uniform, cross-sectional shapes and depths relative to joint width that optimize movement capability. E. Tool nonsag sealant immediately after sealant application and prior to the time skinning or curing begins. 1. Form smooth, uniform beads of configuration indicated or required to produce fire- resistance rating, as well as to eliminate air pockets, and to ensure contact and adhesion of sealants with sides of joint. 2. Remove excess sealant from surfaces adjacent to joint. 3. Do not use tooling agents that discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. F. Labeling: Apply a self-adhesive label adjacent to firestop at time firestopping is installed. 1. For linear joints, install labels no further than 10 feet apart and at each change in direction. 2. Install labels above ceilings or on the underside of floors, where not exposed to view. Do not install labels where exposed to view in finished spaces. 3. Affix label to walls with a minimum of 2 staples with legs that project outward into the substrate. 3.4 INSTALLING FIRE-RESISTIVE JOINT SYSTEMS A. General: Comply with the "System Performance Requirements" article in Part 1, with ASTM C 1193, and with the sealant manufacturer's installation instructions and drawings pertaining to products and applications indicated. B. Install joint fillers to provide support of sealants during application and at position required to produce the cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability and develop fire-resistance rating required. C. Install sealants by proven techniques that result in sealants directly containing and fully wetting joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross-sectional shapes and depths relative to joint width that optimum sealant movement capability. Install sealants at the same time joint fillers are installed. D. Tool nonsag sealant immediately after sealant application and prior to the time skinning or curing begins. 1. Form smooth, uniform beads of configuration indicated or required to produce fire- resistance rating, as well as to eliminate air pockets, and to ensure contact and adhesion of sealants with sides of joint. 2. Remove excess sealant from surfaces adjacent to joint. 3. Do not use tooling agents that discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 15 3.5 INSTALLING PERIMETER FIRE CONTAINMENT SYSTEMS A. General: Comply with the "System Performance Requirements" article in Part 1, with ASTM C 1193, and with the firestopping manufacturer's installation instructions and drawings pertaining to products and applications indicated. B. Install joint fillers to provide support of sealants during application and at position required to produce the cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability and develop fire-resistance rating required. C. Install sealants by proven techniques that result in sealants directly containing and fully wetting joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross-sectional shapes and depths relative to joint width that optimum sealant movement capability. Install sealants at the same time joint fillers are installed. D. Tool nonsag sealant immediately after sealant application and prior to the time skinning or curing begins. 1. Form smooth, uniform beads of configuration indicated or required to produce fire- resistance rating, as well as to eliminate air pockets, and to ensure contact and adhesion of sealants with sides of joint. 2. Remove excess sealant from surfaces adjacent to joint. 3. Do not use tooling agents that discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. 3.6 CORRIDOR WALLS A. In Group I-2 Occupancies, seal corridor-side perimeters and penetrations of corridor walls with materials capable of providing an effective barrier to the passage of smoke. 1. Provide bond breaker tape, backer rod or safing insulation fill or backup where required by sealant manufacturer to support sealant or prevent three-sided bonding of sealant. 2. Seal perimeters of walls and around penetrating items with acoustical sealant, fire- resistive latex sealant, or fire-resistive elastomeric sealant. a. Seal corridor side end of open sleeves. 3. Tool sealants where required to ensure proper bond to substrates. a. Sealant visible in finished construction shall be properly tooled for a smooth and uniform appearance. b. Do not use tooling agents that discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. 4. Remove excess sealant from surfaces adjacent to joint. 3.7 FIELD QUALITY CONTROL A. Inspection: 1. The Contractor shall provide a letter certifying that the firestopping installations are in compliance with the requirements of tested and listed firestop system, and that ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FIRESTOPPING 07 84 00 - 16 installation process conforms to UL tested assemblies for the various rated floor, wall, and ceiling penetrations which are encountered throughout the new construction areas, and areas of renovation. 2. The Architect/Engineer may elect to do a random inspection of installed firestop assemblies with the Contractor to observe the results of the finished installations of different floor, wall, and ceiling penetration locations. a. Where deficiencies are observed thru the Architect/Engineer’s inspection, the firestopping shall be repaired or replaced so that it complies with the requirements of tested and listed system designs. B. The inspector shall advise the contractor of any deficiencies noted within one (1) working day. C. Do not proceed to enclose firestopping with other construction until inspection agency has verified that the firestop installation complies with the requirements. D. Where deficiencies are found, repair or replace the firestopping so that it complies with requirements of tested and listed system design. 3.8 CLEANING A. Clean off excess fill materials and sealants adjacent to opening and joints as work progresses by methods and with cleaning materials approved by manufacturers of firestopping products and of products in which opening and joints occur. B. Protect firestopping during and after curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated firestopping immediately and install new materials to produce firestopping complying with specified requirements END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ JOINT SEALANTS 07 92 00 - 1 SECTION 07 92 00 — JOINT SEALANTS GENERAL 1.1 SUMMARY A. Section includes: 1. Furnishing and installing field-applied caulking and sealants as indicated or implied by the Contract Documents. 2. Sealant for interior joints B. Related Sections: 1. Division 05 Section “Expansion Joint Cover Assemblies” 2. Division 07 Section “Firestopping” 3. Division 08 Section “Glass Glazing” 4. Division 09 Section “Gypsum Board Assemblies” 5. Division 09 Section “Tiling” 6. Division 09 Section “Epoxy Resinous Flooring “ C. Coordination: 1. The work of this Section requires close coordination with the work of other Sections of these Specifications and the work of other trades to obtain the proper sequence of operations and installation of materials. 1.2 REFERENCES A. ASTM International (ASTM): 1. C 834 – Standard Specification for Latex Sealants 2. C 920 – Standard Specification for Elastomeric Joint Sealants 3. C 1193 – Standard Guide for Use of Joint Sealants 4. C 1248 – Standard Test Method for Staining of Porous Substrate by Joint Sealants 5. C 1382 – Evaluation of Sealant Performance with EIF Systems B. United States Code of Federal Regulations (CFR): 1. 21 CFR Part 177.2200 – Rubber Articles Intended for Repeated Use 2. 40 CFR Part 59 – 1.3 SUBMITTALS A. Product Data: Submit copies of manufacturer's product data for all products included in this Section. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ JOINT SEALANTS 07 92 00 - 2 B. Samples: Furnish samples for color selection. Selection shall be made from the manufacturer's full range of colors. C. Schedule: Submit a sealant schedule, indicating locations where sealant will be installed, type per specifications, sealant name, manufacturer, sealant type, primer requirement, and substrate materials on each side of joint.. D. Certifications: Submit certification from the Installer indicating compliance with installer qualifications specified. 1.4 QUALITY ASSURANCE A. All Work of this Section shall be done by a qualified sealant Subcontractor and shall be done by the same Subcontractor B. Provide products by one manufacturer for each type of sealant. C. Applicator Qualifications: 1. Applicator shall be a company specializing in sealant work with a minimum of 5 years documented experience. 1.5 PRODUCT HANDLING A. Protection: 1. Sealants shall be delivered to the site in original unopened containers. B. Environmental requirements: 1. Maintain temperature and humidify recommended by the sealant manufacturer during and after installation. C. Storage: 1. Store materials in a dry place at temperatures recommended by the manufacturer. 2. Do not use sealants stored beyond shelf lifetime. 1.6 PROJECT CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint- sealant manufacturer. 2. When joint substrates are wet. 3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ JOINT SEALANTS 07 92 00 - 3 4. Contaminants capable of interfering with adhesion have not yet been removed from joint substrates. 1.7 WARRANTY A. Special Installer’s Warranty: Installer's standard form in which Installer agrees to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this Section within a period of 2 years from date of Substantial Completion. B. Special Manufacturer's Warranty: Manufacturer's standard form in which elastomeric sealant manufacturer agrees to furnish elastomeric joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within the period specified. 1. Polyurethane sealants: 3 years or manufacturer’s maximum term, whichever is greater. 2. Silicone sealants: 20 years or manufacturer’s maximum term, whichever is greater. 3. Other sealants: 2 years or manufacturer’s maximum term, whichever is greater. C. Special warranties specified in this Article exclude deterioration or failure of elastomeric joint sealants from the following: 1. Movement of the structure resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression caused by structural settlement or errors attributable to design or construction. 2. Disintegration of joint substrates from natural causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable manufacturers: 1. Dow Corning Coporation 2. GE 3. Pecora Corporation 4. BASF Construction Chemicals; Sonneborn 5. Sika Corporation 6. Tremco Incorporated 7. Acme Highway Products Corp. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ JOINT SEALANTS 07 92 00 - 4 2.2 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer, based on testing and field experience. B. VOC Content of Interior Sealants: Provide interior sealants and sealant primers that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): 1. Sealants: 250 g/L. 2. Sealant Primers for Nonporous Substrates: 250 g/L. 3. Sealant Primers for Porous Substrates: 775 g/L. C. Colors of Exposed Joint Sealants: As selected by Architect/Engineer from manufacturer's full range. 2.3 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates. B. Stain-Test-Response Characteristics: Where elastomeric sealants are specified to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. C. Suitability for Contact with Food: Where elastomeric sealants are indicated for joints that will come in repeated contact with food, provide products that comply with 21 CFR 177.2600. D. Single-Component Neutral-Curing Silicone Sealant ES-3: 1. Products: a. Dow Corning Corporation; 799. b. Tremco; Spectrem 2. 2. Type and Grade: S (single component) and NS (nonsag). 3. Class: 25. 4. Use Related to Exposure: NT (nontraffic). 5. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Ceramic tile E. Single-Component Mildew-Resistant Neutral-Curing Silicone Sealant ES-4: 1. Products: a. Pecora Corporation; 898. b. Tremco; Tremsil 600 White. 2. Type and Grade: S (single component) and NS (nonsag). ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ JOINT SEALANTS 07 92 00 - 5 3. Class: 25. 4. Use Related to Exposure: NT (nontraffic). 5. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Ceramic tile 6. Applications: See Application Locations at the end of this section. F. Multicomponent Nonsag Urethane Sealant ES-6: 1. Products: a. Sika Corporation, Inc.; Sikaflex - 2c NS TG. b. Sonneborn, Division of ChemRex Inc.; NP 2. c. Tremco; Vulkem 227. 2. Type and Grade: M (multicomponent) and NS (nonsag). 3. Class: 25. 4. Uses Related to Exposure: T (traffic) and NT (nontraffic). 5. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated, O. a. Use O Joint Substrates: Ceramic tile, wood 6. Applications: See Application Locations at the end of this section. 2.4 LATEX JOINT SEALANTS A. Latex Sealant LS-1: Comply with ASTM C 834, Type OP, Grade NF. B. Products: 1. Pecora Corporation; AC-20+. 2. Sonneborn, Division of ChemRex Inc.; Sonolac. 3. Tremco; Tremflex 834. 2.5 ACOUSTICAL SEALANT A. Acoustical Sealant AC-1: Nondrying, nonhardening, nonskinning, nonstaining, gunnable, synthetic-rubber sealant recommended for sealing interior concealed joints to reduce transmission of airborne sound. 1. United States Gypsum Co.; Sheetrock Acoustical Sealant 2. Pecora Corp.; BA-98 3. Tremco, Inc.; Tremco Acoustical Sealant 2.6 EPOXY JOINT FILLERS A. Epoxy Sealant EP-1: 2-part flexible epoxy, self-leveling 1. Products: a. Sonneborn; Epolith P ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ JOINT SEALANTS 07 92 00 - 6 2. Applications: horizontal joints; see Application Locations at the end of this section. B. Epoxy Sealant EP-2: 2-part flexible epoxy 1. Products: a. Sonneborn; Epolith G 2. Applications: sloped joints; see Application Locations at the end of this section. C. Epoxy Sealant EP-3: 2-part flexible epoxy 1. Products: a. Chem Seal Products, Manufactured by the Flamemaster Corporation; CS 2727 2. Properties: a. Hardness: Shore A, 80 at full cure b. Tensile strength: 350 psi min. 3. Applications: Concrete joint sealant in oxygen tank storage areas. 2.7 MISCELLANEOUS MATERIALS A. Primer: 1. If required by the sealant manufacturer, solvent based, colorless, non-staining. B. Bond breaker: 1. Polyethylene tape C. Backer rod: 1. Preformed rod, tube, or bar shape of flexible, closed cell polyurethane or polyethylene foam of the non-adhering type, free from oil, tar bitumen, solvents, or other non- compatible foreign material and sized as recommended by manufacturer 2. Sonneborn-Sonofoam Soft Backer Rod 3. Dow Chemical-Etnafoam "SB" rod D. Joint cleaner: 1. Non-corrosive, non-staining, recommended by sealant manufacturer. E. Masking tape: 1. Pressure sensitive adhesive paper tape. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint- sealant performance. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ JOINT SEALANTS 07 92 00 - 7 B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean all joints removing all foreign matter or protective coatings. Remove oils and greases with joint cleaner. B. Primers: 1. Where recommended or required by sealant manufacturer, prime joints with brushes that will reach all surfaces of joint. C. Mask adjacent surfaces that will not be covered with sealant and that are subject to staining or other damage by primers. D. Backer rods: 1. Install firmly and evenly in place where indicated or required to depths and contours recommended by sealant manufacturer. Use backer rods for all exterior sealant Work. 2. Exercise care and caution not to puncture rod. E. Sequence: 1. All exterior sealant work shall precede painting or waterproofing. 3.3 APPLICATION A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. B. Installation: 1. Apply sealants with guns or other devices having nozzles of size to allow joints to be completely filled with single bead of material. 2. Use sufficient pressure to drive materials completely and fully into joints so that joints are weathertight and watertight. 3. Install sealant free of air pockets, foreign embedded material, ridges and sags. 4. Apply sealant within recommended application temperature range. 5. Tool joints at flush vertical surfaces slightly concaved; tool joints at flush horizontal surfaces slightly convex, so that moisture will not "pond" thereon; tool joints in internal corners slightly coved. Finish all joints uniformly smooth and straight, free from wrinkles and sags. 6. At full-height, non-fire-rated walls and walls indicated to receive acoustical insulation, seal joints between dissimilar materials, around penetrations, gaps, and other openings capable of transmitting sound. 7. At walls indicated as smoke partitions, seal perimeter of the wall, gaps, and around penetrating items, such as pipes, conduits, electrical boxes, grilles, ductwork, etc. a. Seal openings in existing walls at perimeter of work area or indicated to remain in work area. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ JOINT SEALANTS 07 92 00 - 8 C. Joint design: 1. Joints shall have depth equal to one-half the width with a minimum depth of 1/4" and a maximum depth of 1/2" 3.4 CLEANING AND PROTECTION A. Remove excess sealants from joints. Remove sealant deposits from adjacent surfaces not intended to be sealed, and restore such surfaces to their original conditions. 1. Scrape or cut epoxy joints flush with adjacent substrate within 24 hours of placement. B. Remove masking tape immediately after tooling. C. Protect sealant work until cured. 3.5 APPLICATION SCHEDULE A. Interior Sealants: 1. Typical narrow joint, 1/4 inch (6mm) or less at walls and adjacent components: LS-1 2. Perimeter of doors, windows, access panels to adjacent materials: LS-1 3. Countertops, backsplashes, endsplashes and adjacent walls, except at toilet rooms, showers and other wet areas: LS-1 4. Joints at masonry walls, columns, piers and concrete walls: ES-6, ES-3 5. Exposed isolation joints at top of full height, non-fire rated walls: ES-3,ES-6 6. Drywall trim joints: LS-1 7. Walls to plumbing fixtures and at fixtures installed in countertops: ES-4 8. Countertops to walls, at toilet rooms, showers, kitchens and other wet areas: ES-4 9. Casework ends and scribes to walls and perimeter of cabinet bases where finished flooring abuts cabinet base: ES-2 10. Pipe and plumbing fitting penetrations in non-fire rated walls: ES-4 11. Non-fire-rated full-height walls and walls containing sound attenuation blankets: AC-1 12. Full-height walls indicated as Smoke Partitions: ES-3, AC-1 END OF SECTION Openings Division 08 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HOLLOW METAL FRAMES 08 12 13 - 1 SECTION 08 12 13 — HOLLOW METAL FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Frames for Hollow metal door and window frame assemblies. 2. Shop priming of hollow metal door and window frame assemblies. 3. Shop preparation of frames to receive finish hardware. B. Products supplied but not installed under this section: 1. Frame anchors for new masonry walls. C. Related Sections: 1. Division 06 Section “Finish Carpentry” 2. Division 07 Section “Joint Sealants” 3. Division 08 Section “Metal Doors” 4. Division 08 Section “Flush Wood Doors” 5. Division 08 Section “Plastic-Laminate-Faced Wood Doors” 6. Division 09 Section “Door Hardware” 7. Division 08 Section “Automatic Door Operators” 8. Division 8 Section “Glass Glazing” 9. Division 09 Section “Painting”, for primers and asphaltic paint. 1.2 REFERENCES A. American National Standards Institute (ANSI): 1. ANSI/DHI 115.IG – Installation Guide for Doors & Hardware 2. A117.1 – Specifications for Making Buildings and Facilities Accessible to and Usable by Physically Handicapped People 3. A250.4 – Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcings 4. A250.6 – Hardware on Standard Steel Doors-Reinforcement and Application 5. A250.8 – Recommended Specifications for Standard Steel Doors and Frames 6. A250.10: Test Procedures and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames. 7. A250.11 – Recommended Erection Instructions for Steel Frames 8. ANSI/NFPA 252 – Fire Tests of Door Assemblies B. ASTM International (ASTM): 1. A366-97 – Standard Specification for Commercial Steel (CS) Sheet, Carbon (0.15 Maximum Percent) Cold-Rolled (Discontinued 2000) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HOLLOW METAL FRAMES 08 12 13 - 2 2. A525 – Steel Sheet, Zinc-Coated (galvanized) by the Hot-Dip Process, Commercial Quality 3. A568 – Steel Sheet, Carbon and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, Commercial Quality 4. A591 – Standard Specification for Steel Sheet, Electrolytic Zinc-Coated, for Light Coating Weight [Mass] Applications 5. A666 – Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar 6. A924 – Standard Specification for General Requirements for Steel Sheet, Metallic- Coated by the Hot-Dip Process 7. A1008 – Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High- Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability 8. E2074-00: Standard Test Method for Fire Tests of Door Assemblies, Including Positive Pressure Testing of Side-Hinged and Pivoted Swinging Door C. National Association of Architectural Metal Manufacturers/Hollow Metal Manufacturers Association (NAAMM/HMMA) 1. 861 – Guide Specifications for Hollow Metal Doors and Frames D. National Fire Protection Association (NFPA): 1. 80 – Fire Doors and Windows 2. 252 – Fire Tests of Door Assemblies (positive pressure) E. Steel Door Institute (SDI): 1. SDI-109 – Hardware for Standard Steel Doors and Frames 2. SDI-111 – Recommended Standard Details Steel Doors and Frames 3. SDI-117 – Manufacturing Tolerances Standard Steel Doors and Frames 4. SDI-118 – Basic Fire Door Requirements 5. SDI-122 – Installation and Troubleshooting Guide for Standard Steel Doors and Frames F. Underwriters Laboratories (UL): 1. ANSI/UL 9 – Fire Test for Window Assemblies 2. UL10C – Positive Pressure Fire Tests of Door Assemblies 1.3 QUALITY ASSURANCE A. Single Source Responsibility: provide frames manufactured by a single source, in accordance with the following provisions: 1. Furnish frames for metal doors by the manufacturer of metal doors. 2. Furnish stainless steel frames by the manufacturer of stainless steel doors. Stainless steel frames may be provided by one manufacturer separate from other metal frames. 3. Furnish frames for all other doors and hollow-metal window frames by one manufacturer. B. Industry Associations: Provide frames manufactured by a company with membership in the following associations: 1. Steel Door Institute (SDI) ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HOLLOW METAL FRAMES 08 12 13 - 3 2. Hollow Metal Manufacturers Association (HMMA) C. Regulatory Requirements 1. Provide fire rated frames tested in accordance with one or more of the following standards: a. ANSI/UL 9 b. ASTM E 2074 c. NFPA 252 d. UL 10C 2. Tests shall be performed by a nationally recognized independent testing laboratory 3. Frames shall be labeled with the tested fire resistance rating in accordance with SDI-118 and the requirements of the testing agency. Labels shall be permanently attached to the frame. 1.4 SUBMITTALS A. General: 1. Submit manufacturer’s descriptive literature confirming compliance with specifications, installation instructions and general recommendations for care and maintenance. B. Shop drawings: 1. Submit drawings to fully describe and locate all items being furnished including principal construction features, schedule of sizes and locations, types, materials, finishing, anchoring, accessories and hardware preparation. C. Certificates: 1. Submit certificates of compliance with fabrication and test requirements. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle steel frames in a manner to prevent damage and deterioration. B. Provide packaging such as cardboard or other containers, separators, banding, spreaders and paper wrappings to protect steel frames. C. Store frames upright, in a protected dry area at least 1 inch or more off the floor on wood sills and at least 1/4 inch between individual frames. Do not use non-vented plastic or canvas shelters, which would create a humidity chamber and promote rusting. D. Touch up any scratches or disfigurement caused by shipping or handling by sanding smooth and applying the same primer used by the manufacturer. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HOLLOW METAL FRAMES 08 12 13 - 4 1.6 COORDINATION A. General: 1. Obtain templates for hardware in order to accurately prepare mortises and to reinforce frames to receive finish hardware. 2. The coordination of metal frames with metal and wood doors shall be the responsibility of this section. 3. Coordinate work with frames at existing openings. Field verify opening dimensions. B. Hollow metal frames shall be marked with the corresponding opening number on the Drawings. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Reference standard: 1. Steelcraft; A Division of Ingersoll-Rand B. Steel frames: Acceptable manufacturers: 1. Amweld Building Products, Inc. 2. CECO Door Products 3. Curries Company 4. Republic Builders Products 5. Steelcraft; A Division of Ingersoll-Rand 2.2 MATERIALS A. Steel frames: 1. General: a. Commercial grade cold-rolled steel conforming to ASTM A366 or A1008. b. 14 gage for all frames. c. Not less than 16 gage up to 4’-0” opening, 14 gage over 4’-0”. d. Not less than 14 gage at lead lined frames. e. Not less than 14 gage at frames with automatic door operators. 2.3 FABRICATION A. Welded frames: 1. All frames shall be of the sizes and shapes as scheduled. 2. All finish work shall be strong and rigid, neat, square, true and free of defects, warp or buckle. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HOLLOW METAL FRAMES 08 12 13 - 5 3. Jamb depths, trim, profile and backbends shall be as shown. Provide frames with equal rabbets, unless otherwise noted. 4. Corners and connections shall be mitered, with gussets, surface welded continuously and ground smooth, on the mitered face of frame. 5. When shipping limitations dictate, frames for large openings shall be fabricated in sections designed for splicing in the field. 6. Provide a temporary spreader bar securely fastened to the bottom of each frame. B. Hardware preparation: 1. Frames shall be mortised, reinforced, drilled and tapped at the factory for fully templated mortised hardware only. 2. Where surface mounted hardware is to be applied, frames shall have reinforcing plates only; all drilling and tapping shall be by others. 3. Provide reinforcements that meet the requirements of ANSI A250.4, Type A. 4. Minimum thickness of hardware reinforcement shall be as follows: a. Hinge and pivot: 7 gage b. Strike: 16 gage c. Flush bolt: 14 gage d. Closer: 14 gage e. Surface mounted: 14 gage f. Other: Manufacturer’s standard C. Floor anchors: 1. Weld in jamb base anchor strap to attach adjustable anchors. 2. Minimum thickness: 16 gage D. Jamb anchors: 1. Minimum Thickness: 18 gage steel, 7 gage wire 2. Stud Partitions a. Use manufacturer’ standard to suit the metal stud framing condition as shown. Four anchors up to 7’-6” height, add one anchor per foot above 7’-6”. E. Head stiffeners: 1. Provide 12 gage steel “U” channels for frames exceeding 3’-0” wide. 2. Reinforce frame head in accordance with UL labeling requirements. F. Mortar and plaster guards: 1. General: provide mortar or plaster guards at mortised hardware locations, welded to the frame. 2. Masonry walls: 18 gage back boxes (mortar guards) 3. All other frames: minimum 26 gage plaster guards G. Glazing stops: 1. Minimum 18 gage thickness. Secure with countersunk sheet metal screws at 12” intervals. 2. Channel shape, miter corners. 3. Locate on room/interior side of frames, unless noted otherwise. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HOLLOW METAL FRAMES 08 12 13 - 6 H. Finish: 1. Remove all tool marks and surface imperfections. 2. Dress smooth exposed faces of welded[ and soldered] joints. 3. Chemically treat to ensure maximum paint adhesion. 4. Coat all accessible surfaces with rust-inhibitive primer. I. Door silencers (mutes): 1. Prepare frame on door side and provide factory installed rubber mutes. 2. Single doors: 3 in strike jamb 3. Paired doors: 2 in door head 2.4 FIRE RATED DOORS AND FRAMES A. Provide fire rated frames where scheduled or indicated in fire rated walls. B. Notify Architect/Engineer prior to fabrication of any frame, specified to be fire-rated, that cannot qualify for appropriate labeling because of its design, size, hardware or any other reason. 2.5 FINISHES: A. Shop Priming: 1. Factory applied coat of baked-on rust inhibiting primer meeting the requirements of acceptance stated in ANSI A250.10. 2. The prime finish is not intended to be the final layer of protection. Field applied primer shall be applied in accordance with the door manufacturer recommendations. 3. Chemically clean galvanized metal prior to priming or use a primer suitable for direct application to galvanized steel. PART 3 - EXECUTION 3.1 EXAMINATION: A. Site verification of conditions: 1. At existing openings to receive new frames, verify opening size and clearances required prior to fabrication. 2. Verify that field measurements are as indicated on the shop drawings. 3. Prior to installation of metal frames, carefully inspect the installed work of other trades and verify that all such work is complete to point where frame installation may commence. B. Prior to installation, check frames for correct size, swing, squareness, and hardware preparation. 1. Manufacturing tolerances: conform to SDI-117, including the following critical measurements: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HOLLOW METAL FRAMES 08 12 13 - 7 a. Opening width: + 1/16”, – 1/32” b. Opening height: + 1/16”, – 1/16” c. Strike height: + 1/32”, – 1/32” d. Throat Opening: +3/32”, – 3/32” e. Frame Depth: + 1/16”, – 1/16” C. Remove the spreader bar prior to permanently anchoring the frames. Leave frame spreader bars intact until frames are set and adjacent walls are in place. 3.2 INSTALLATION A. Install frames plumb, true and square, in accordance with ANSI A250.11 and manufacturer’s written instructions. B. Installation tolerances: Measure and adjust in accordance with SDI-122 1. Squareness: 1/16”, measured on a line, 90 degrees from one jamb, at the upper corner of the frame at the other jamb 2. Alignment: 1/16”, measured on jambs on a horizontal line parallel to the plane of the wall. 3. Twist: 1/16”, measured at face corners of jambs on parallel lines perpendicular to the plane of the wall. 4. Plumbness: 1/16”, measured on the jamb at the floor. C. Touch-up marred or abraded surfaces with same rust inhibitive primer as factory applied. 3.3 ADJUSTING A. After installation of doors and hardware, verify door gap tolerances and inspect for proper door and hardware operation. B. Adjust out of tolerance frames and frame mounted hardware misalignment in accordance with SDI-122. 3.4 CLEANING A. Remove protective materials and clean doors and frames at end of work. B. Remove trash and debris from jobsite. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FLUSH WOOD DOORS 08 14 16 - 1 SECTION 08 14 16 — FLUSH WOOD DOORS PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Furnish and install wood doors as shown and described by the Contract Documents. 2. Factory machining for hardware. B. Related Sections: 1. Division 06 Section “Finish Carpentry” 2. Division 08 Section “Hollow Metal Frames” 3. Division 08 Section “Door Hardware” 4. Division 08 Section ”Glass Glazing” 1.2 SUBMITTALS A. Product Data: 1. Submit manufacturer’s descriptive literature showing compliance with specifications, along with finishing instructions, installation instructions and any general recommendations manufacturer may have for the care and maintenance of each door type. B. Door Schedule: 1. Show door size, type, elevation, swing, indicate fire classification, applicable hardware locations, and detail openings for glass light openings. 2. Indicate cutout sizes, locations, and undercuts. 3. The schedule format must list the doors in numerical order to expedite submittal review. C. Samples: Provide the following samples: 1. Factory finishes applied to actual door face materials: Approximately 8-by-10-inches (200-by-250-mm), 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 the finished work. 1.3 QUALITY ASSURANCE A. Minimum requirements: 1. Provide doors meeting or exceeding the minimum standard as set forth by the following organizations: a. Architectural Woodwork Institute (AWI), 7th Edition: Custom Grade ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FLUSH WOOD DOORS 08 14 16 - 2 b. Window and Door Manufacturers Association (WDMA): Premium Grade 2. All doors shall be the product of the same manufacturer to ensure uniformity of quality and appearance throughout the project. B. Fire-rated doors: 1. Comply with applicable Standards: a. ASTM International (ASTM): 1) E 2074, Standard Test Method for Fire Tests of Door Assemblies, Including Positive Pressure Testing of Side-Hinged and Pivoted Swinging Door Assemblies b. National Fire Protection Association (NFPA): 1) 80 – Fire Doors and Windows 2) 252 – Fire Tests of Door Assemblies (positive pressure) c. Underwriters Laboratories (UL): 1) UL 10C, Positive Pressure Fire Tests of Door Assemblies 2) UL 1784, Air Leakage Test of Door Assemblies 2. Acceptable Testing Agencies: a. Intertec Testing Services (ITS-WH) b. Underwriters Laboratories (UL) c. FM Global (FMG) – Factory Mutual Approval Guide 3. Fabrication: a. Fabricate doors, indicated on the Drawings or in the Door Schedule to be fire- rated, in accordance with applicable standards and tested assemblies. Any discrepancies between the architectural drawings and the testing agency standards shall be brought to the Architect/Engineer’s attention prior to fabrication. b. Doors in smoke barriers, smoke partitions, or corridor walls shall comply with UL 10C and UL 1784, and shall be labeled as “Smoke and Draft Control” doors. c. Glazed openings in fire-rated doors shall be tested in a door assembly and comply with the listing requirements of the door. d. Each required door shall bear the authorized UL or ITS label showing the rating index and its conformance to the applicable specification. e. Fabricate to the required size so as to provide proper clearances without field trimming. Comply with NFPA 80 clearance requirements. C. Coordination: 1. Contractor shall be responsible for coordination of and the acquiring of all necessary information from hardware and metal frame manufacturers. 2. Door manufacturer shall be responsible for coordinating all necessary information received by Contractor from hardware and metal frame manufacturers, in order that doors be properly prepared to receive hinges and hardware. 3. Contractor shall provide his supplier with two copies of approved frame schedule, two copies of hardware schedule and all necessary hardware templates. 4. Doors shall be marked with the opening number to correspond with the drawings for each installation. D. Tolerances: 1. Dimensions: + 1/16 inch (1.5 mm) overall dimensions ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FLUSH WOOD DOORS 08 14 16 - 3 2. Warp: Maximum of 1/4 inch (6 mm) over length of diagonal across door over a 7’-0” section. E. Door and hardware installation: Comply with the requirements of Door and Hardware Institute (DHI) Installation Guide for Doors and Hardware. 1.4 PRODUCT HANDLING A. Environmental Limitations: 1. Do not deliver or install doors until building is enclosed, wet work is complete. B. Storage: 1. Stack flat on 2 X 4 lumber, laid 12-inches (300 mm) from ends and across center, supported to prevent warping. 2. Protect bottom door, door edges, and top door with plywood or corrugated cardboard. 3. Store doors in areas where temperature range is 65°-75°F, with little variation in humidity and out of direct exposure to sunlight. C. Handling: 1. Do not drag doors. 2. Do not place other material on top of stacked doors. 3. Contractor shall use all means necessary to protect doors from damage prior to, during and after installation. All damaged doors shall be repaired or replaced by the Contractor at no cost to the Owner. 4. Follow WDMA guidelines for storing, handling and installing of wood doors. 1.5 PROJECT/SITE CONDITIONS A. Maintain temperature between 60 and 90 deg F (16 and 32 deg C) and relative humidity between 25 and 55 percent during storage and for the remainder of the construction period. B. Certain wood species are light sensitive. Protect doors from exposure to natural and artificial light after delivery. 1.6 WARRANTY A. Doors shall be warranted against warping, delamination, and other defects for the life of the installation. B. Warranty shall include removal, replacement, and installation of replacement doors. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FLUSH WOOD DOORS 08 14 16 - 4 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Reference standard: 1. Marshfield Door Systems, Inc., Signature Series B. Acceptable manufacturers: 1. Algoma Hardwoods, Inc. 2. Eggers Hardwood Products Corporation 3. Marshfield Door Systems, Inc. 4. Mohawk Flush Doors, Inc. 5. Graham, an ASSA-ABLOY Company 6. Ohio Valley Door Company 7. Oshkosh Architectural Door Company 8. Poncraft Door Company 9. V.T. Industries, Inc. 2.2 MATERIALS A. Solid core doors - non-fire rated, 5-ply construction: 1. Reference Standard:: Marshfield DPC-1 2. Thickness: 1-3/4 inch 3. Core: Particle board; fully blocked for hardware applications a. Provide structural composite lumber core where required for light openings indicated. 4. Face: Plain sliced cherry; A-Grade 5. Crossband: Hardwood veneer, nominal 1/16” thick, full width of door. 6. Side Edges: a. 1-1/2 inch laminated hardwood with minimum 1/4 inch outer strip in species to match face veneer. b. Bevel edge, 1/8 inch in 2 inches. 7. Top and Bottom Edges: a. 1-1/4 inch hardwood – finished or waterproofed 8. Adhesive: a. Facing Adhesive: Type I b. Bond stiles and rails to core by means of the hot press system. 9. Cutouts: a. Openings for louvers and vision panels shall be factory made to size and location indicated on Drawings. B. Mineral core fire doors - 45/60/90-minute fire rated, 5 ply construction: 1. Reference Standard:: Marshfield DFM-45PP or DFP-45PP; DFM-60PP; DFM-90PP 2. Thickness: 1-3/4 inch 3. Core: Incombustible mineral sections; fully blocked for hardware applications ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FLUSH WOOD DOORS 08 14 16 - 5 a. 45 minute doors: Core may be mineral core or particle board core meeting requirements of the assembly rating. b. Particle board core doors shall not be provided with cutouts. 4. Face: Plain sliced cherry; A-Grade 5. Crossband: Hardwood veneer (nominal 1/16 inch thick), full width of door. 6. Side edges: a. 3/4 inch nominal triple-ply stiles with concealed intumescent strip and minimum 1/4 inch outer strip in species to match face veneer. b. Outer strip in fire retardant wood finish to match face veneer. c. Screw withdrawal: 740 pound average d. Bevel Edge, 1/8 inch in 2 inches. 7. Top edge: 1/2 inch hardwood – finished or waterproofed 8. Bottom edge: 1-1/2 inch hardwood – finished or waterproofed 9. Adhesive: a. Facing Adhesive: Type I b. Bond stiles and rails to core by means of hot press system. 10. Astragal: Where required , 20 gauge, formed steel edge and astragal for fire doors installed in pairs and machined for hardware cutouts where required. C. Veneer configuration: 1. Book match between veneer leaves 2. Balance match assembly of veneer leaves on door faces. 3. Pair and set match doors hung in same opening. 2.3 ACCESSORIES A. Glazing stops: 1. Non-Rated: a. Wood, of the same species/compatible with door species; Marshfield W-7 2. Fire-Rated: a. Veneer wrapped rolled steel, of same species as door facing 2.4 GLAZING A. Glazing: Refer to Division 08 Section “Glass Glazing”, for field and factory glazing. B. Integral Blind Glazing: Double-pane glazing units incorporating integral horizontal louver blinds and operators. 1. Acceptable products: Acceptable products include, but are not limited to: a. Marshfield Door Systems, Inc.; Variable Privacy Doors b. ODL Incorporated; Doorglass Blinds with Light-Touch operator c. I.E., Blind System by Pariluse (www.ieblinds.com) 2. Description: a. Lite unit consisting of 2 panes of glass encapsulating a tilt-only 1/2 inch aluminum horizontal louver blind. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FLUSH WOOD DOORS 08 14 16 - 6 b. Size: As indicated on Door Elevations. c. Glazing: Tempered safety glass, insulating unit with aluminum spacer. d. Blind Operator: Horizontal slider mounted in head frame of lite unit, with integral seal. e. Lite Trim: Wood molding matching door face veneer. 3. Blind Color: To be selected. 2.5 FABRICATION A. Factory fit doors to suit frame-opening sizes indicated, with the following uniform clearances and bevels, unless otherwise indicated: 1. WDMA prefit clearances for factory fit doors 2. NFPA 80 for fire rated doors 3. Manufacturers hardware templates B. Factory machine doors for hardware that is not surface applied. Comply with final hardware schedules, door frame Shop Drawings, and hardware templates. 1. Coordinate measurements of hardware mortises in metal frames to verify dimensions and alignment before factory machining. C. Openings: Cut and trim openings through doors to comply with applicable requirements of referenced standard for kind(s) of doors(s) required. 1. Light openings: Trim openings with moldings of material and profile indicated. D. Factory Glazing: 1. Provide doors factory glazed, ready for installation. 2. Glazing shall be safety glass or fire-rated safety glazing E. Apply appropriate labels. 2.6 FINISHES: A. Factory finishing: Factory finish using the manufacturers standard procedures and in compliance with AWI Section 1500. 1. Color: Honey 26-95 2. Sealer and topcoats: AWI TR-6 catalyzed polyurethane; ultraviolet light cured, satin sheen. 3. Finish all exposed edges and faces of doors. 4. Use same or compatible finish products for field repairs. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FLUSH WOOD DOORS 08 14 16 - 7 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine doors and installed frames before hanging doors. 1. Verify that 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 prior to hanging. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install doors to comply with manufacturer’s written instructions and referenced quality standard. 1. Anchor doors firmly into position for long life under hard use. 2. Install fire-rated doors in corresponding fire-rated frames in accordance with NFPA 80. B. Align all doors for uniform clearance at each edge. C. Doors shall operate freely and smoothly without binding or rubbing frames or floors. 1. Do not install doors that exceed warpage requirements. D. Factory finished doors: Restore finish before installation if fitting or machining is required at Project site. E. Hardware: Refer to Division 08 Section “Door Hardware”. F. Seal all cut edges or openings caused by installation of finish hardware or field cutting for clearances. 3.3 SITE TOLERANCES A. Clearances: 1. Doors shall fit opening with the following tolerances: a. Top: 1/8" b. Sides: 1/8" c. Bottom: 1/4" to floor covering or threshold 1) Undercut: Where indicated, 3/4 inch maximum d. Margin (double doors): 1/8" ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ FLUSH WOOD DOORS 08 14 16 - 8 3.4 ADJUSTING A. Operation: Adjust all doors to swing and operate freely. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ACCESS DOORS AND FRAMES 08 31 00 - 1 SECTION 08 31 00 — ACCESS DOORS AND PANELS PART 1 - GENERAL 1.1 SUMMARY A. This Section includes access doors and frames for walls and ceilings. 1.2 SUBMITTALS A. Product Data: For each type of access door and frame indicated. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. C. Samples: For each door face material in specified finish. D. Schedule: Types, locations, sizes, latching or locking provisions, and other data pertinent to installation. 1.3 QUALITY ASSURANCE A. Fire-Rated Access Doors and Frames: Units complying with NFPA 80 that are identical to assemblies tested for fire-test-response characteristics per the following test method and that are listed and labeled by UL or another testing and inspecting agency acceptable to authorities having jurisdiction: 1. NFPA 252 or UL 10B for vertical access doors and frames. 2. ASTM E 119 or UL 263 for horizontal access doors and frames. 1.4 COORDINATION A. Verification: Determine specific locations and sizes for access doors needed to gain access to concealed plumbing, mechanical, or other concealed work, and indicate in the schedule specified in "Submittals" Article. PART 2 - PRODUCTS 2.1 STEEL MATERIALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ACCESS DOORS AND FRAMES 08 31 00 - 2 B. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D. C. Steel Sheet: Uncoated or electrolytic zinc-coated, ASTM A 591/A 591M with cold-rolled steel sheet substrate complying with ASTM A 1008/A 1008M, Commercial Steel (CS), exposed. D. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS) with A60 (ZF180) zinc-iron-alloy (galvannealed) coating or G60 (Z180) mill-phosphatized zinc coating. E. Galvanizing: Hot-dip zinc coating (galvanizing): 1. ASTM A 123/A 123M, for galvanizing steel and iron products. 2. ASTM A 153/A 153M, for galvanizing steel and iron hardware. F. Steel Finishes: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 1. Factory-Primed Finish: Manufacturer's standard shop primer. 2. Baked-Enamel Finish: Minimum dry film thickness of 2 mils (0.05 mm). 3. Powder-Coat Finish: Thickness not less than 1.5 mils (0.04 mm). G. Drywall Beads: 0.0299-inch (0.76-mm) zinc-coated steel sheet to receive joint compound. H. Plaster Beads: 0.0299-inch (0.76-mm) zinc-coated steel sheet with flange of expanded metal lath. I. Manufacturer's standard finish. 2.2 ACCESS DOORS AND FRAMES FOR WALLS AND CEILINGS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Babcock-Davis; A Cierra Products Co. 2. Bar-Co, Inc. Div.; Alfab, Inc. 3. Cendrex Inc. 4. J. L. Industries, Inc. 5. Karp Associates, Inc. 6. Larsen's Manufacturing Company. 7. MIFAB, Inc. 8. Milcor Inc. 9. Nystrom, Inc. B. Flush Access Doors and Frames with Exposed Trim: Fabricated from steel sheet. 1. Locations: Wall and ceiling surfaces. 2. Door: Minimum 0.060-inch- (1.5-mm-) thick sheet metal. 3. Frame: Minimum 0.060-inch- (1.5-mm-) thick sheet metal with 1-1/4-inch- (32-mm-) wide, surface-mounted trim. 4. Hinges: Continuous piano. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ACCESS DOORS AND FRAMES 08 31 00 - 3 5. Latch: Cam latch with interior release. 6. Lock: Cylinder. a. Lock Preparation: Division 08 Section "Door Hardware." C. Fire-Rated, Insulated, Flush Access Doors and Frames with Exposed Trim: Fabricated from steel sheet. 1. Locations: Wall and ceiling surfaces. 2. Fire-Resistance Rating: Not less than that of adjacent construction. 3. Temperature Rise Rating: 250 deg F (139 deg C) at the end of 30 minutes. 4. Door: Flush panel with a core of mineral-fiber insulation enclosed in sheet metal with a minimum thickness of 0.036 inch (0.9 mm). a. Insulation: 2 inch (50.8 mm ) thick mineral fiber insulation. 5. Frame: Minimum 0.060-inch- (1.5-mm-) thick sheet metal with 1-inch- (25-mm-) wide, surface-mounted trim. 6. Hinges: Continuous piano. 7. Automatic Closer: Spring type. 8. Latch: Self-latching device operated by knurled knob with interior release. 9. Lock: Self-latching bolt with cylinder lock. a. Lock Preparation: Division 08 Section "Door Hardware." 2.3 FABRICATION A. General: Provide access door and frame assemblies manufactured as integral units ready for installation. B. Metal Surfaces: For metal surfaces exposed to view, provide materials with smooth, flat surfaces without blemishes. C. Doors and Frames: Grind exposed welds smooth and flush with adjacent surfaces. Furnish attachment devices and fasteners of type required to secure access panels to types of supports indicated. 1. For gypsum board assemblies or gypsum veneer plaster, furnish frames with edge trim for gypsum board or gypsum base. 2. For full-bed plaster applications, furnish frames with galvanized expanded metal lath and exposed casing bead, welded to perimeter of frame. 3. For installation in masonry construction, furnish frames with masonry expansion anchors. D. Recessed Access Doors: Form face of panel to provide recess for application of applied finish. Reinforce panel as required to prevent buckling. E. Latching Mechanisms: Furnish number required to hold doors in flush, smooth plane when closed. 1. For cylinder lock, furnish two keys per lock and key all locks alike. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ ACCESS DOORS AND FRAMES 08 31 00 - 4 PART 3 - EXECUTION 3.1 PREPARATION A. Advise Installers of other work about specific requirements relating to access door installation, including sizes of openings to receive access door and frame, as well as locations of supports, inserts, and anchoring devices. 1. Furnish inserts and anchoring devices for access doors that must be built into other construction. 2. Coordinate delivery with other work to avoid delay. 3.2 INSTALLATION A. Comply with manufacturer's written instructions for installing access doors and frames. B. Set frames accurately in position and attach securely to supports with plane of face panels aligned with adjacent finish surfaces. C. Install doors flush with adjacent finish surfaces or recessed to receive finish material. 3.3 ADJUSTING AND CLEANING A. Adjust doors and hardware after installation for proper operation. B. Remove and replace doors and frames that are warped, bowed, or otherwise damaged. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 1 SECTION 08 71 00 — DOOR HARDWARE PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Furnish all finish hardware included in the Hardware Schedule and all other finish hardware not described but required for a complete and operable facility. 2. Coordinate keying schedule and provide all necessary templates and associated information to the trades requiring such. B. Products supplied, but not installed, under this section: 1. Cylinders for doors specified in other sections 2. Cylinders for key switches, where indicated C. Related Sections: 1. Division 08 Section “Rough Carpentry” 2. Division 08 Section “Hollow Metal Frames” 3. Division 08 Section “Flush Wood Doors” 4. Division 10 Section “Wall and Door Protection”, for applied door protection 1.2 SUBMITTALS A. Product Data: Catalog cuts, drawings, or other descriptive data on hardware shall be furnished with the schedule to expedite hardware submittal review. B. Shop Drawings: Details of electrified door hardware, indicating the following: 1. Wiring Diagrams: Detail wiring for power, signal, and control systems and differentiate between manufacturer-installed and field-installed wiring. Include the following: a. System schematic. b. Point-to-point wiring diagram. c. Riser diagram. d. Elevation of each door. 2. Detail interface between electrified door hardware and fire alarm, access control and security system. C. Samples: 1. If requested by the Architect/Engineer, submit one sample of each different item of hardware for review, including an itemized schedule showing where items are to be used. 2. After review and comparison with specifications, the samples may become part of the work. 3. Submit samples of finishes and/or colors. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 2 D. Door Hardware Schedule: 1. Submit a complete typewritten schedule showing all manufacturers item numbers, function, finishes, type of fasteners and sizes. ANSI/BHMA or Federal Specifications (FS) function numbers, factory serial numbers, sizes, etc. 2. Itemize each door. 3. The schedule format shall list the doors in numerical order to expedite submittal review. 4. Furnish copies of the reviewed schedule to door and frame manufacturers. 5. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and Format for the Hardware Schedule." 6. Organization: Organize the Door Hardware Schedule into door hardware sets indicating complete designations of every item required for each door or opening. a. Organize door hardware sets in same order as in the Door Hardware Schedule at the end of Part 3. 7. Content: Include the following information: a. Type, style, function, size, label, hand, and finish of each door hardware item. b. Manufacturer of each item. c. Fastenings and other pertinent information. d. Location of each door hardware set, cross-referenced to Drawings, both on floor plans and in door and frame schedule. e. Explanation of abbreviations, symbols, and codes contained in schedule. f. Mounting locations for door hardware. g. Door and frame sizes and materials. h. Description of each electrified door hardware function, including location, sequence of operation, and interface with other building control systems. 1) Sequence of Operation: Include description of component functions that occur in the following situations: authorized person wants to enter; authorized person wants to exit; unauthorized person wants to enter; unauthorized person wants to exit. E. Keying Schedule: Prepared by or under the supervision of supplier, detailing Owner's final keying instructions for locks. Include schematic keying diagram and index each key set to unique door designations. F. Certificates: Copy of certificate or letter from the Door and Hardware Institute verifying qualifications of the Architectural Hardware Consultant. G. Closeout Submittals: The O&M Manual shall include hardware item product data, hardware shop drawings and descriptive data, as-built hardware schedule, keying schedule, and a letter or certificate from the supplier indicating hardware consultant certification by the Door and Hardware Institute (DHI). H. Submittal Sequence: 1. Submit the final Door Hardware Schedule at earliest possible date, particularly where approval of the Door Hardware Schedule shall precede fabrication of other work that is critical in the Project construction schedule. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 3 2. Include Product Data, Samples, Shop Drawings of other work affected by door hardware, and other information essential to the coordinated review of the Door Hardware Schedule. 1.3 QUALITY ASSURANCE A. Supplier qualifications 1. Established company or corporation dealing with “contract builder’s hardware.” 2. Maintain regular franchise as distributor of all locksets, exit devices, cylinders, and closers required for the Project. 3. Sample display room and an adequate inventory must be available. 4. The hardware supplier shall have on staff an Architectural Hardware Consultant (AHC) who is certified by the Door and Hardware Institute (DHI). 5. Provide an Architectural Hardware Consultant to service the finish hardware as may be required at the Project Site, including 6 month and 12 month post-occupancy inspection and adjustment. 6. Electrified Door Hardware Supplier Qualifications: An experienced door hardware supplier who has completed projects with electrified door hardware similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance, and who is acceptable to manufacturer of primary materials. a. Engineering Responsibility: Prepare data for electrified door hardware, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project. 7. Scheduling Responsibility: Preparation of door hardware and keying schedules. B. Architectural Hardware Consultant Qualifications: A person who is currently certified by the Door and Hardware Institute (DHI) as an Architectural Hardware Consultant (AHC) and who is experienced in providing consulting services for door hardware installations that are comparable in material, design, and extent to that indicated for this Project. 1. Electrified Door Hardware Qualifications: Experienced in providing consulting services for electrified door hardware installations. C. Regulatory Requirements 1. Hardware furnished shall meet requirements of federal, state, and local codes having jurisdiction over this installation. Any furnished item that does not meet code requirements shall be removed and proper items substituted at no additional cost to the Owner. 2. Provide hardware for fire-rated openings in compliance with the Building Code and NFPA Standards 80 and 101. This requirement takes precedence over the other requirements for such hardware, not withstanding that which is specified in the hardware schedule. 3. At doors in smoke partitions and smoke walls, provide UL 1784 Listed gasketing or seals, installed in accordance with the requirements of NFPA 105. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 4 a. Leakage rate of the door assembly shall not exceed 3 cubic feet per minute per square foot. 4. Provide only hardware that has been tested in accordance with UL 10C and listed by Underwriters Laboratories, Inc. (UL) or Intertec Testing Services/Warnock Hershey, Inc. (ITS/WHI) for the types and sizes of doors required and complies with the requirements of the doors and door frame labels. Provide all hardware necessary to ensure that the assembly will meet the test requirements for the specified label as scheduled. 5. The hardware shall conform to ANSI A117.1 and the ADA. D. Coordination: 1. Examine the hardware schedule, door and frame shop drawings and elevations to determine the final suitability of hardware specified. It shall be this supplier’s responsibility to furnish the correct hardware to fit the door and frame conditions. 2. The supplier shall be present at completion of the Work, shall check the installation of all finish hardware, shall make any minor adjustments required and supervise all hardware replacements required. E. Existing systems: 1. Unless otherwise noted, trim shall match existing in use. F. Certification: 1. A hardware consultant certified by the Door and Hardware Institute (DHI) and representative of the manufacturer shall inspect the exit device, latchset/lockset installation with the hardware subcontractor prior to occupancy and submit a letter certifying that the installation meets, or exceeds, the manufacturer’s recommendations. G. Door and hardware installation: Comply with the requirements of Door and Hardware Institute (DHI) Installation Guide for Doors and Hardware. 1.4 OWNER’S INSTRUCTIONS A. The work of this section shall include four (4) hours of in-service training to be provided by the hardware supplier’s architectural hardware consultant to the Owner’s maintenance personnel in the proper means of adjustment and maintenance of their respective hardware items. 1.5 DELIVERY, STORAGE AND HANDLING A. Shipment: 1. Direct shipment of individual items of hardware from manufacturer to door manufacturer or to project site is prohibited. Shipment of hardware items shall be handled and coordinated by hardware supplier. B. Packaging: 1. Plainly mark packages so that locations may be ascertained prior to opening the package. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 5 C. Storage: 1. At the project site, store the finish hardware items in a secured area within a locked room or cabinet. Shortages shall be replaced by the Contractor at no additional cost to the Owner. 1.6 WARRANTY: A. Provide a written warranty, agreeing to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: 1. Structural failures including excessive deflection, cracking, or breakage. 2. Faulty operation of operators and door hardware. 3. Deterioration of metals, metal finishes, and other materials beyond normal weathering. B. Warranty Period: 3 years from date of Substantial Completion, unless otherwise indicated. C. Warranty Period for Electromagnetic Locks: 5 years from date of Substantial Completion. D. Warranty Period for Manual Closers: 10 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable manufacturers: provide hardware of each type by one of the listed manufacturers: 1. Butts and hinges: Ives, Hager, Stanley 2. Locksets: Best 3. Sliding pocket door track and hardware: Johnson Hardware 4. Sliding Barn Door track: Hafele 5. Sliding Barn Door Lock: Adams-Rite 6. Sliding Barn Door pulls: Elmes Door Hardware 7. Stand-Alone electronic Lock: Schlage – King Cobra 8. Hospital latch: Sargent, Glynn-Johnson, Trimco 9. Roller latch: Glynn-Johnson, Trimco 10. Cylinders: Best 11. Flushbolts: DCI, Trimco, Ives 12. Panic exit devices: Von Duprin 13. Electronic exit device: Von Duprin 14. Power transfer and power supply: Von Duprin 15. Closers and life safety hardware: LCN 16. Continuous Hinges: Hagar Roton, Select Products Limited 17. Pulls and pushplates: Forms & Surfaces, Burns, Rockwood, Trimco 18. Astragals: National Guard, Pemko, Reese 19. Door armor and kickplates: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 6 a. Stainless Steel: 0.050 inch Type 304, brushed finish 1) Burns, Ives, Rockwood 20. Stops: Glynn-Johnson, Ives, Trimco 21. Coordinator: Ives, Trimco 22. Silencers: Burns, Ives, Trimco, Rockwood 23. Electric door holder: LCN, Rixson 24. Sweeps: National Guard, Pemko, Reese 25. Smoke Gasketing: National Guard, Pemko, Reese 26. Pivot hinges: Rixson-Firemark, Stanley, LCN B. Finishes: 1. Hinges at all locations, unless otherwise noted below: 652. 2. Exit devices: 630 3. Custom offset pulls and push bars: Nylon; colors selected by Architect/Engineer 4. Locksets and trim: 626 5. Closers: Metal covers with a painted finish, to match brushed stainless steel. 6. Pulls: 626 7. Door armor and push plates: Stainless Steel. 8. All other hardware: 626, 652 or 630, to match base metal. 9. Hardware at stair doors shall be knurled. 2.2 HARDWARE TYPES A. Model numbers listed shall be considered reference standard and operation. Proposed substitutes shall match finish, configuration, and operation and be approved by the Architect/Engineer. Coordinate hardware types with door and frame conditions. All hardware of each type shall be by a single manufacturer. B. Description: 1. Butt hinges: a. Except where label provisions require larger or heavier hinges or where specified otherwise herein, provide hinges of the following sizes and weights: 1) Doors less than 3’-6” wide: 4-1/2” X 4-1/2” (standard) 2) Doors 3’-6” wide to 4’-0”: 5” X 4-1/2” (extra heavy) 3) Doors 5’-0” high and not over 7’-6” high: 1-1/2 pair 4) Doors 7’-6” high and not over 10’-0” high: 2 pair 5) Automatic doors: 5” X 4-1/2” (2 pair) 6) Standard butts: BB 1279; Hager 7) Extra heavy butts: BB 1168; Hager 8) Wide throw butts: WT BB 1168; Hager 9) Swing clear butts (pocketed doors): BB 1263; Hager 2. Continuous hinge: a. High frequency – Heavy duty: 780-112HD; Hagar Roton b. Swing clear, pocket doors: 780-041HD; Hagar Roton 3. Locksets/trim/deadlocks: a. Heavy duty, full mortised with anti-friction latch bolt and armor fronts ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 7 b. Locksets: Best9K Line (functions as noted on opening schedule) c. Trim: 1) Lever/rose: 14D design; Best 4. Strikes: a. Dustproof strikes: DP-2; Glynn-Johnson; (all floor applications) b. Emergency Rescue Strikes: Stanley; ES-1 with double-lipped strike #DLS-2 c. Electric Strikes: VonDuprin 3041 DS with transformer. ACSI 1700 Series 5. Hospital latches: a. Sargent; 114 6. Cylinders and keys: a. Standard (removable core): IE74 (seven pin function); Best Access Systems b. Standard (non-removable core): Best c. All locks shall be keyed, master keyed, and grand master keyed, and great grand master keyed. d. Key system shall be integrated into existing system. e. Provide construction keying system for exterior doors and interior doors where required. f. Keys shall be stamped as directed by Owner. 7. Flushbolts: a. Automatic (labeled doors): 1) Hollow metal: 840 series; DCI 2) Solid core wood: 940 series; DCI b. Manual: 1) Hollow metal: 805 series; DCI 2) Solid core wood: 905 series; DCI 8. Exit Devices: a. Labeled doors: 1) Double doors (wood): VonDuprin UL listed 9927EO-F (exit only, no exterior hardware); 9927L-F x 992L-V (surface vertical rod) 2) Single door: VonDuprin UL listed 9975L-F x 992L-M (mortise device) 3) Electronic exit device on power operated doors: a) VonDuprin UL listed LE9947-L b) EPT 10 (electrical power transfer) c) PS 872 (power supply) b. Non-labeled doors: 1) Single door (hollow metal/wood): VonDuprin 9975L x 992L-M (mortise device) 2) Electronic exit device on power operated doors: a) VonDuprin EL9947-L b) EPT 10 (electrical power transfer) c) PS 872 (power supply) c. Strikes per manufacturer recommendation for dustproof strikes at floors. d. Lever design: VonDuprin #3 9. Closers: a. Surface mounted closers: LCN (4000 Series) 1) LCN; 4041: Handing, function and sizing to suite door requirements 2) Provide delay action closers where scheduled. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 8 b. Surface mounted closer/holder: LCN (Sentronic series) 1) LCN; 4040-SED: Integral smoke detector 2) Concealed wiring c. Provide delay action closers where scheduled. 10. Pulls and push plates: a. Pulls: Forms & Surfaces; DT1211-10” C.C. pull, US32D b. Push plates: Forms & Surfaces; DP-8604-18 (push), US32D c. Pulls for Post Partum Toilet doors: Elmes; T720-01-001 31-1/2” long 11. Astragals: a. Stainless steel: National Guard; 139SS, US32D b. Steel primed: National Guard; 139SP c. UL listed: Pemko, Inc.; 303AS (Use on all smoke and fire doors) 12. Door armor: a. Armor plate and edge protection: 0.050” Type 304, brushed finish; Ives b. Kick plate: 0.050”; 4” high Type 304, brushed finish; Ives c. Armor and kickplates shall be adhesive applied with no exposed fasteners. d. Width of armor and kick plates shall be 2” less than door width. 13. Stops: a. Wall stops: 1) Typical: Ives; WS401 (convex), 2) Locksets with handle pushbuttons: Ives; WS402 (concave) b. Overhead stop: 1) Doors up to 3 feet wide: Glynn-Johnson; 410S series 2) Doors over 3 feet wide: Glynn-Johnson; 100S Series 14. Coordinator (single egress double fire or smoke doors): a. Non-handed coordinator: Series 600 with custom filler bars to provide continuous appearance; Door Control International 15. Silencers: a. Metal frames: GJ64; Glynn-Johnson (3 per leaf) b. Wood frames: GJ65; (3-1/2” projection); Glynn-Johnson (3 per leaf) 16. Electronic door holder: a. Standard: Rixson; FM-998/Transformer b. Power: 24 VAC transformed from 115 VAC source c. Dimensions: Door pocket based on manufacturer dimension to provide flush door to wall condition. General Contractor shall coordinate the final dimension. 17. Fascia set and pulls: a. Bypassing doors (1-3/4”): Grant 72-134 (length as required) b. Nylon pulls: HEWI 539L/R c. Mounting screw shall be painted to match nylon. 18. Smoke Gasketing: a. National Guard #2525B 19. Sliding door hardware – (pocket): Johnson 203070PF 20. Sliding Barn Door hardware: Hafele Junior 80/Z (407.59.251) with wall mounting bracket (Angle Profile 940.80.202) 21. Custom pulls and push bars: a. Offset pulls: Forms & Surfaces, HD713; 9” high X 3” projection b. Pulls: Forms & Surfaces, HD712; 9” high X 3” projection ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 9 c. Pull for Sliding Barn Door: Elmes Door Hardware; Standard Basic Tubular T720- 01-001; stainless steel polished (31-1/2” overall length) PART 3 - EXECUTION 3.1 COORDINATION A. Keys and keying: 1. All locks shall be keyed, master keyed, and grand master keyed. After award of contract, the hardware supplier shall confer with the Owner and Architect/Engineer to determine keying system. Submit a keying diagram after this conference. 2. Supply six (6) master keys and three (3) grand master keys. Each lock shall have two (2) individual keys. 3. Keys shall be stamped as directed by the Owner. 4. Lock supplier shall send master keys and grand master keys to the Owner via registered mail. B. Blocking: Coordinate blocking in wall behind wall stops, electromagnetic door holder. C. Mounting heights: 1. Unless specified otherwise, hardware mounting heights shall be as recommended by the Door and Hardware Institute (DHI). 2. Comply with current standards for handicapped access, including United States Architectural and Transportation Barriers Compliance Board (A & T BCB) “Minimum Guidelines and Requirements for accessible Design, Final Rule” and ANSI A117.1 3.2 INSTALLATION A. General: 1. Install finish hardware items neatly and accurately in place according to the manufacturer’s instructions, Architect/Engineer approved Finish Hardware Schedule, the pre-installation meeting, and as recommended by the Door and Hardware Institute (DHI). 2. Mount all finish hardware items at heights indicated. 3. Fastenings of suitable size, quantity, type, and finish shall be provided to secure hardware in position for heavy use and long life. 4. Hardware for applications on metal surfaces shall be made to standard templates. B. Identification Marking: Neatly mark the scheduled door number on the top hinge of each door opening, using permanent marker or paint pen. 1. Do not remove or deface manufacturer’s permanent identification labels on finished doors. C. Fasteners: 1. Fastenings shall harmonize with hardware material and finish. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 10 2. Fasteners shall be concealed when doors are closed. 3. Fasteners shall be flat Phillips head unless otherwise noted. 4. Fastenings shall be furnished with approved anchors according to material to which it is applied and manufacturer’s recommendations. 5. Ends of thru-bolts shall generally be countersunk. D. Back-to-back installations: 1. Pulls of same type mounted either side of a single leaf shall be back-to-back. 2. Pulls or offset pulls mounted opposite to push bars shall be back-to-back at one point. 3. Finish hardware and fastenings shall be provided to achieve above. E. All finish hardware installed in field finished doors shall be fitted, removed, and replaced after the doors have been finished. F. Protect all finish hardware from being damaged, scratched, or in any way made unworkable. 3.3 CLEANING AND ADJUSTMENT A. Cleaning: 1. Prior to final inspection, test all hardware items for smooth and proper operation. a. Adjust hardware to operate smoothly, without binding, scraping or catching. b. Verify operation of each lockset, exit device, and door operator function. c. Replace hardware that cannot be adjusted to proper operation with new hardware. 2. Prior to final inspection, remove all marks, notations (except opening identification), smudges, smears and foreign material from hardware finishes exposed to view. 3. Where factory finishes are marred, touch-up finish, repair or replace damaged hardware components B. Adjustment: 1. Verify proper installation and operation of all hardware prior to final inspection. a. Adjust hardware to operate properly, without obstruction, binding or seizing. b. Verify all screws are installed and properly tightened. 2. Provide post-occupancy inspection and adjustment 6 months and 12 months after substantial completion. a. Inspection shall be performed by the hardware supplier’s Architectural Hardware Consultant. b. Inspect and adjust exit devices, latchsets/locksets, stops, hold-opens, and closers to operate properly. c. Repair or replace with new components, hardware showing signs of breakdown or wear caused by improper installation, improper adjustment, or faulty components. This will not apply to hardware failure due to obvious misuse or damage. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ DOOR HARDWARE 08 71 00 - 11 3.4 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain. 3.5 HARDWARE SCHEDULE Hardware Set No. 1 For use on door(s): 100-1 Provide each PR door(s) with the following: 2 ROTON HINGE 780-224HD 83” AL HAG 1 CONST LATCHING BOLT FB51T 630 IVE 1 PUSH/PULL LATCH HL6-E 5” B.S. ENGRAVED 630 GLY 1 SURFACE CLOSER 4011 DEL MTLPC BRT LCN 2 EDGE GUARDS 301-36” CUT FOR HINGES 630 ROCK 1 ARMOR PLATE 8400 36” X 23” B4E CS 630 IVE 1 ARMOR PLATE 8400 36” X 47” B4E CS 630 IVE 2 WALL STOP WS402CCV 626 IVE Hardware Set No. 2 For use on door(s): 100-2, 102-2 Provide each PR door(s) with the following: 3 HINGES BB1168 4 ½ X 4 ½ US26D 1 HOSPITAL LATCH HL6E ENGRAVED US32D 1 CLOSER P4111-AVB-DEL EDA MTLPC 1 KICKPLATE 8 X 34 ½ B4E CS US32D 1 WALL STOP 60C US26D END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GLASS GLAZING 08 81 00 - 1 SECTION 08 81 00 — GLASS GLAZING PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Shop and field glazing of doors, windows. 2. Non-Wire Fire-Rated Glazing 3. Manufactured between-glass horizontal blind units B. Related Sections: 1. Division 07 Section “Joint Sealants” 2. Division 08 Section “Flush Wood Doors” 1.2 REFERENCES A. American National Standards Institute (ANSI): 1. Z97.1 – Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test B. ASTM International (ASTM): 1. C 1036 – Standard Specification for Flat Glass 2. C 1048 – Standard Specification for Heat-Treated Flat Glass--Kind HS, Kind FT Coated and Uncoated Glass 3. C 1503 – Standard Specification for Silvered Flat Glass Mirror 4. E 774 – Standard Specification for Classification of the Durability of Sealed Insulating Glass Units 5. E 1300 – Standard Practice for Determining Load Resistance of Glass in Buildings, including Appendices C. Glass Association of North America (GANA): 1. Engineering Standards Manual 2. Glazing Manual 3. 01-0300 – Proper Procedures for Cleaning Architectural Glass Products 4. TD-02-0402 – Heat-Treated Glass Surfaces Are Different 5. TD 04-03-26 – Standard Test Method for In-Plant Measurement of Roll Wave in Heat- Treated Architectural Glass D. United States Consumer Product Safety Commission (CSPC): 1. 16 CFR Part 1201 – Federal Consumer Standard for Architectural Glazing Materials, as amended by court rulings. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GLASS GLAZING 08 81 00 - 2 1.3 PERFORMANCE REQUIREMENTS A. Glass Design: 1. Provide glass lites in the thickness designations indicated for various size openings, but not less than thicknesses and in strengths (annealed or heat treated) required to meet or exceed the following criteria: a. For laminated glass, provide glass of sufficient thickness to resist indicated loads with one ply broken. b. For safety glazing, provide glass of sufficient thickness to resist impact loads according to test procedures of CPSC 16 CFR, Part 1201, Type I – for lites 9 square feet or less, or Type II. – for lites greater than 9 square feet. 1.4 SUBMITTALS A. Product Data: 1. Submit product data on glass and glazing compounds, sealants and gaskets. 2. Submit manufacturer’s installation instructions. B. Samples: 1. Submit two12” x 12” samples of each glass type, color, tint for verification. 2. Submit samples of glazing sealants, glazing tape and wedge gaskets. a. Submit full range of glazing sealant colors 1.5 QUALITY ASSURANCE A. Codes and standards: 1. Publications of the following institutes, associations, societies, and agencies by reference are included as a part of this Section: a. ANSI Z97.1 – Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test b. ASTM C 1036 – Standard Specification for Flat Glass c. ASTM C 1048 – Standard Specification for Heat-Treated Flat Glass--Kind HS, Kind FT Coated and Uncoated Glass d. ASTM C 1172 – Standard Specification for Laminated Architectural Flat Glass e. ASTM C 1503 – Standard Specification for Silvered Flat Glass Mirror f. ASTM E 773 –Standard Test Method for Accelerated Weathering of Sealed Insulating Glass Units g. ASTM E 774 – Standard Specification for the Classification of the Durability of Sealed Insulating Glass Units h. FGMA, Flat Glass Marketing Association – Glazing and Sealant Manuals i. SIGMA, Sealed Insulated Glass Manufacturers Association B. Safety Glazing: comply with state and local codes, and Federal Consumer Standard for Architectural Glazing Materials, 16 CFR Part 1201, as amended by court rulings. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GLASS GLAZING 08 81 00 - 3 C. Glazing for Fire-Rated Door Assemblies: Safety glazing for assemblies that comply with NFPA 80 and that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 252. D. Glazing for Fire-Rated Window Assemblies: Glazing for assemblies that comply with NFPA 80 and that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 257. E. Certifications: 1. All glass installed in the Work shall, during and after the installation, bear manufacturer’s labels signifying the type, quality, and thickness of the glass. Glass not bearing such labels will be rejected. Keep such labels intact until the glass has been inspected. 2. In addition to providing and maintaining labels, the Contractor shall submit a notarized certificate attesting that the glass installed in the Work conforms to the drawings and specifications. 1.6 DELIVERY, STORAGE AND HANDLING A. Deliver glass with manufacturer’s labels intact. B. Do not remove labels until glass has been installed. C. Protect glass from breakage or contamination when transporting and installing. D. Deliver glazing compounds and sealants in manufacturer’s unopened, labeled containers. 1.7 PROJECT CONDITIONS A. Environmental requirements: 1. Perform glazing work when ambient temperature is above 40˚F. 2. Maintain this temperature during and after installation of sealants. 3. Perform glazing work on dry surfaces only. B. Coordination: 1. Coordinate the work with glazing frames, wall openings and perimeter air and vapor seal of adjacent work. 2. Coordinate wall finishing with mirror locations. C. Field measurements: 1. Verify that field measurements are as indicated on the shop drawings. 2. Verify existing rough openings prior to start of fabrication. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GLASS GLAZING 08 81 00 - 4 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Reference standard: 1. PPG Industries, Inc. B. Acceptable Manufacturers: 1. AFG Flat Glass North America, subsidiary of Asahi Glass Co., Ltd. 2. Guardian Industries Corp. 3. Pilkington Building Products North America 4. PPG Industries, Inc. 5. Saint-Gobain Glass Exprover North America Corp. 6. Prelco 2.2 MATERIALS A. Flat Glass 1. ASTM C 1036, Type 1, Class 1 (Clear) or Class 2 (Tinted, Heat-absorbing, and Light- reducing), and Quality q3 2. Thickness: 1/4 inch (6 mm), unless otherwise specified 3. Glass Color: a. Clear, unless otherwise indicated. B. Safety glazing: 1. ANSI Z97.1 and complying with testing requirements of 16 CFR Part 1201, Category II. 2. Subject to compliance with requirements, provide safety glass permanently marked with certification label of Safety Glazing Certification Council (SGCC) or other certification agency acceptable to authorities having jurisdiction. 3. Provide laminated or tempered glass in all other openings requiring safety glazing , except as indicated on the Door Schedule C. Laminated Glass: 1. ASTM C 1172 — Laminated Architectural Safety Glass 2. Laminated glass products shall be fabricated in autoclave with heat plus pressure, free of foreign substances and air pockets 3. Interlayer Material: Polyvinyl butyral sheets 2.3 NON-WIRED FIRE-RATED GLAZING A. Manufacturers: 1. Interedge Technologies 2. Pilkington North America, Inc. 3. SaftiFirst ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GLASS GLAZING 08 81 00 - 5 4. Schott North America, Inc. 5. Technical Glass Products 6. Vetrotech Saint-Gobain North America Inc. 7. Prelco B. Products: 1. 20-Minute Rating: a. Interedge Technologies, PyroEdge 20 b. SaftiFirst; SuperLite 20 c. Technical Glass Products; Fireglass 20 d. Vetrotech St. Gobain North America, Inc.; PyroSwiss Extra 2. Up to 90-minute rating, use in doors and fire-windows only: a. Interedge Technologies, Pyrobel b. SaftiFirst; SuperLite C/SP or SuperLite II-XL c. Technical Glass Products; FireLite Plus d. Vetrotech St. Gobain North America, Inc.; Keralite FR-F or SwissFlam C. Safety glazing: Glazing installed in doors, fire windows, and view panels in fire-resistance rated walls shall meet requirements for safety glazing. D. Glass shall be listed and labeled by an Independent Testing Laboratory for compliance with NFPA 80 or ASTM E 119, in accordance with use indicated. E. Use fire-rated, non-wired glass in labeled doors and frames only. Do not install in non-labeled doors and frames unless specifically required by the Consumer Standard for Architectural Glazing Materials or otherwise noted on the Drawings. 2.4 MANUFACTURED BETWEEN-GLASS BLIND UNITS A. Provide manufactured, sealed glass unit consisting of 2 lights of glass with and intervening air space and manually operated horizontal louver blind installed in air space. B. Products: Products that may be incorporated into the Work include, but are not limited to: 1. I.E., Blind system by Pariluse (www.ieblinds.com) 2. Prelco; Venilite C. Fabrication: 1. Glazing: a. Insulated glass unit shall pass ASTM E 773 and conform to ASTM E 774, Class CBA. b. Outer lite: 1/4 inch (6mm) clear tempered c. Inner lite: 1/4 inch (6mm) clear tempered d. Air space: 3/4 inch maximum 2. Louvers: a. Width: 1/2 inch b. Mounting: Horizontal ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GLASS GLAZING 08 81 00 - 6 c. Color: To be selected. 3. Operation of louver blades: a. Control: Thumbwheel or rotating knob b. Operator accessible from 2-sides. c. Operator shall not use strings or cords d. Blades shall be capable of rotating 180 degrees in a continuous cycle. e. All operating mechanisms shall be concealed from view. Provide access for components subject to service. PART 3 - EXECUTION 3.1 INSTALLATION A. General: 1. Handle and install glazing in accordance with the GANA Glazing Manual and the manufacturer of the glass or accessory product. 2. Set all glass and glazing panels in a true plane, tight and straight with proper and adequate clearance, firmly anchored to prevent rattling and looseness. 3. Trademarks shall be horizontal on lower edge. B. Safety Glazing: Provide safety glazing in the following locations, where required by Authority Having Jurisdiction, and where indicated: 1. Glazing in doors 2. Glazing in door sidelights and glazing within 24 inches of the door jamb and less than 60 inches above finished floor. 3. Glazing in fixed or operable units within 36 inches of a walking surface with an individual pane size greater than 9 square feet, a bottom edge less than 18 inches above the floor and a top edge greater than 36 inches above the finished floor, unless protected by a guarding rail. 4. Glazing in handrails and guardrails. 3.2 CLEANING A. Description: 1. Upon completion of glazing, thoroughly clean all glass surfaces, correct all imperfections, replace all damaged glass, and leave all labels on the glass until they have been inspected and accepted. 2. Remove all labels immediately after approval. 3. Knife trim glazing tape if required. 4. Remove debris from jobsite. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GLASS GLAZING 08 81 00 - 7 3.3 PROTECTION OF COMPLETION WORK A. Attach crossed streamers away from glass face. B. Do not apply markers to glass surface. C. Protect glass with plywood or plastic whenever there is welding, cutting, sandblasting or other potentially damaging work in progress. END OF SECTION Finishes Division 09 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ COMMON WORK RESULTS FOR FLOORING PREPARATION 09 05 60–- 1 SECTION 09 05 60 – COMMON WORK RESULTS FOR FLOORING PREPARATION PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Floor substrate testing for flatness, moisture vapor transmission, alkalinity. 2. Floor substrate preparation and remediation 3. Installation of trowel applied and self-leveling floor leveling materials. 4. Installation of moisture vapor reducing membrane. B. Related Sections: 1. Division 09 Section “Resilient Flooring” 1.2 REFERENCES A. ASTM International (ASTM): 1. C 109/C 109M – Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens) 2. C 150 – Standard Specification for Portland Cement 3. C 219 – Standard Terminology Relating to Hydraulic Cement 4. E 329 – Standard Specification for Agencies Engaged in Construction Inspection and/or Testing 5. E 1155 – Standard Test Method for Determining FF Floor Flatness and FL Floor Levelness Numbers 6. F 710 – Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring 7. F 1869 – Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride 8. F 2170 – Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes B. Resilient Floor Coverings Institute (RFCI): 1. Recommended Work Practices for the Removal of Resilient Floor Coverings 1.3 SUBMITTALS A. Product Data: Manufacturer’s standard printed product information, indicating compliance with requirements. 1. Preparation Instructions: Finished flooring manufacturer’s written preparation instructions. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ COMMON WORK RESULTS FOR FLOORING PREPARATION 09 05 60–- 2 B. Shop Drawings: Plans indicating substrates, locations, and average depths of underlayment based on survey of substrate conditions. 1. Maintain as-built mark-up plans on site, indicating the quantity of underlayment installed in each area indicated, areas added or deleted, and date underlayment was installed. C. Qualification Data: For Installer and testing agency. D. Material Test Reports: For each patching or leveling compound. E. Field quality-control test reports. Provide test reports for each type and location of field test, indicating type of test, location of test site, test values, values required to pass, and identification of testing agency. F. Quality Assurance submittals: 1. Installer experience: a. Submit 5 references for similar installations completed during the last 3 years. 2. Certifications: a. Submit certification of qualification from the installer. b. Submit certification of compliance with specifications and flooring manufacturer’s requirements for floor preparation. 1) Furnish copies with Operating and Maintenance Manual. 3. Test reports: submit copies of field test reports, with location of test indicated, for the following: a. Concrete slab moisture vapor transmission rate b. Concrete slab alkalinity c. Concrete floor flatness and levelness 4. Flooring preparation plan: Provide written plan indicating locations, flooring material, substrate, proposed remediation products, and proposed preparation steps based on known or anticipated conditions. a. Coordinate plan with written preparation and installation instructions provided by finished flooring manufacturer and written instructions of remediation products specified under this Section. 1.4 QUALITY ASSURANCE A. Installer qualifications: 1. Installer who is approved or trained by manufacturer for application of underlayment products required for this Project. 2. Minimum 3 years experience installing products specified, in projects of similar size and scope. B. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Management and Coordination." Conference shall include concrete installer and finished flooring installers. Review methods and procedures including, but not limited to, the following: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ COMMON WORK RESULTS FOR FLOORING PREPARATION 09 05 60–- 3 1. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 2. Review requirements for verification and testing of subfloor condition, subfloor preparation, and environmental conditions required at time of flooring installation. 3. Review requirements for installation and protection of moisture vapor reducing membrane. 4. Review flooring product requirements for subfloor flatness, subfloor surface profile, moisture vapor transmission, and alkalinity. C. Testing Agency Qualifications: An independent agency qualified according to ASTM E 329 for testing indicated. 1. Flatness and levelness testing: Floor flatness and levelness testing shall be performed by a technician trained in the use of the testing equipment and the procedures of ASTM E 1155. D. Source Limitations: Obtain each type of product through one source from a single manufacturer. 1. Where more than one product is installed for remediation, each product shall be certified as being compatible with subsequently applied materials. E. Preconstruction Testing Service: Engage a qualified independent testing agency to test flooring substrate for compliance with specified requirements for performance and test methods. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to jobsite or offsite warehouse in unopened wrapping, boxes or containers. B. Storage: 1. Store materials in a covered, climate controlled facility, with temperatures between 40 degrees F and 90 degrees F. 2. Store material off ground or floor in protective packaging. 3. Do not permit materials to become wet. 1.6 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when [existing and forecasted] weather conditions permit preparation work to be performed according to manufacturers' written instructions and warranty requirements. B. Field Measurements: Indicate measurements on Shop Drawings. 1.7 COORDINATION A. Coordinate schedule and location of testing to minimize disruption of Work. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ COMMON WORK RESULTS FOR FLOORING PREPARATION 09 05 60–- 4 B. Coordinate requirements for testing, preparation, and remediation work with work specified in other sections. 1.8 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of underlayment or moisture vapor reducing membrane that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including delamination or blistering. b. Incompatibility with or failure of product to adhere to substrate material up to the tensile strength of concrete. 2. Replacement includes removal of existing flooring and underlayment or moisture vapor reducing membrane, replacement of defective or non-performing material, and replacement of finish flooring with new flooring of the same type. 3. period of warranty: As specified. PART 2 - PRODUCTS 2.1 TROWELABLE POLYMER-MODIFIED CEMENTITIOUS UNDERLAYMENT A. Underlayment: Hydraulic-cement-based, polymer-modified, trowelable product that can be applied to a maximum uniform thickness of 3/8 inch (10 mm) and that can be feathered at edges to match adjacent floor elevations. 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: a. Ardex Engineered Cements; SD-F Feather Finish b. Bonsal American; B-1 Leveler c. Degussa Construction Chemicals: 1) Sonneborn Sonocrete Sonopatch PC 2) Sonneborn Sonoskim 3) Thoro Underlayment (Trowel Grade) d. Dayton Superior Corporation; Sure Finish e. Dependable Chemical Co., Inc.; Skimcrete f. L&M Construction Chemicals, Inc.; Durathin g. MAPEI Corporation; Planipatch h. TEC; VersaPatch 2. Cement Binder: ASTM C 150, portland cement, or hydraulic or blended hydraulic cement as defined by ASTM C 219. a. Do not use air entraining agents or cements. 3. Compressive Strength: Not less than 3500 psi (24 MPa) at 28 days when tested according to ASTM C 109/C 109M. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ COMMON WORK RESULTS FOR FLOORING PREPARATION 09 05 60–- 5 B. Underlayment Additive: Resilient-emulsion product of underlayment manufacturer formulated for use with underlayment when applied to substrate and conditions indicated. 2.2 SELF-LEVELING CEMENTITIOUS UNDERLAYMENTS A. Underlayment: Hydraulic-cement-based, polymer-modified, self-leveling product that can be applied in minimum uniform thicknesses of 1/8 inch (3 mm) and that can be feathered at edges to match adjacent floor elevations. 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: a. Ardex Engineered Cements; K-15 Self-Leveling Underlayment Concrete. b. Bonsal American; ProSpec Self-Leveling Underlayment. c. Degussa Construction Chemicals: 1) MBT Mastertop 110 Plus Underlayment 2) Sonneborn Sonocrete Sonoflow 3) Thoro Underlayment, Self-Leveling. d. Dayton Superior Corporation; LeveLayer I. e. Dependable Chemical Co., Inc.; Skimflow ES. f. L&M Construction Chemicals, Inc.; Levelex. g. MAPEI Corporation; Ultraplan 1 Plus. h. Maxxon Corporation; Level-Right. i. US Mix Products Company; US SPEC Self - Leveling Underlayment. 2. Cement Binder: ASTM C 150, portland cement, or hydraulic or blended hydraulic cement as defined by ASTM C 219. a. Do not use air entraining agents or cements. 3. Compressive Strength: Not less than 4100 psi (28 MPa) at 28 days when tested according to ASTM C 109/C 109M. 4. Underlayment Additive: Resilient-emulsion product of underlayment manufacturer formulated for use with underlayment when applied to substrate and conditions indicated. B. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch (3 to 6 mm), or coarse sand as recommended by underlayment manufacturer. 1. Provide aggregate when recommended in writing by underlayment manufacturer for underlayment thickness required. 2.3 TOPPING MORTAR A. Mortar: Premixed, Portland-cement-based, polymer-modified, trowelable product that can be applied to a minimum uniform thickness of 3/8 inch (10 mm), level or sloped up to 4 inches, in one or more lifts. 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ COMMON WORK RESULTS FOR FLOORING PREPARATION 09 05 60–- 6 a. MAPEI Corporation; MapeCem 100 b. Sika Corporation; SikaTop 122 Plus 2. Cement Binder: ASTM C 150, Portland cement. a. Do not add air entraining agents, cements, or other additives. 3. Compressive Strength: Not less than 6500 psi (24 MPa) at 28 days when tested according to ASTM C 109/C 109M. 2.4 MOISTURE VAPOR TRANSMISSION REDUCING MEMBRANE A. Membrane: single component, latex-based product that reduces moisture vapor transmission through concrete slabs to an acceptable level for the installation of floor covering systems, up to 8 pounds of moisture vapor transmission (when tested according to ASTM F 1869). Membrane may also be used to isolate cutback and other adhesive residue, to allow safe installation of floor covering. 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: a. All Purpose Adhesive Company; ENCapSeal b. Dependable Chemical Co., Inc.; Cutdown. c. Sealflex Industries Inc.; Sealflex Membrane System 2. Warranty: 5-year limited warranty against moisture vapor transmission related failure of flooring. a. Warranty shall provide for installation labor and material replacement of moisture vapor transmission reducing membrane and applied flooring. B. Membrane: multi-component, epoxy-based system that reduces moisture vapor transmission through concrete slabs to an acceptable level for the installation of floor covering systems, up to 12 pounds of moisture vapor transmission (when tested according to ASTM F 1869). 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: a. Sinak Corporation: 1) For maximum MVTR up to 3 lbs/1000 SF/24 hrs: Vect-R3 2) For maximum MVTR up to 5 lbs/1000 SF/24 hrs: Vect-R5 2. Warranty: 10-year limited warranty against moisture vapor transmission related failure of flooring. C. Membrane: single component, latex-based product that reduces moisture vapor transmission through concrete slabs to an acceptable level for the installation of floor covering systems, up to 25 pounds of moisture vapor transmission (when tested according to ASTM F 1869). 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: a. Dependable Chemical Co., Inc.; Vaporseal. 2. Warranty: 25-year limited warranty against moisture vapor transmission related failure of flooring. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ COMMON WORK RESULTS FOR FLOORING PREPARATION 09 05 60–- 7 2.5 PRIMER A. Product of underlayment manufacturer recommended in writing for substrate, conditions, and application indicated. 2.6 WATER A. Potable, at a temperature of not more than 70 deg F (21 deg C). PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Flooring Installer present, for compliance with requirements for substrate condition, maximum moisture content, adhesive bond, substrate alkalinity, subfloor levelness and flatness tolerances, and other conditions affecting performance of work. 1. Ensure that existing adhesives have been totally removed prior to new installation. 2. Verify suitability of substrate and compatibility with mortar and adhesives, including their compatibility with existing finishes or primers. 3. Furnish written report to the Architect/Engineer describing and locating non-conforming substrates. Do not proceed with Work until non-conforming substrates are corrected. 4. Re-inspect corrected areas as required for initial examination, to confirm substrate is ready for application of flooring. 5. The start of flooring installation shall indicate that substrate conditions are acceptable for application of flooring, including the following conditions: a. The moisture vapor transmission rate and alkalinity of the concrete subfloor and patching materials is within the acceptable limits as defined by the flooring manufacturer’s requirements. b. Proper bond will be obtained between the finished flooring, adhesive, moisture vapor reducing membrane, patching materials and concrete subfloor. c. Subfloor flatness and levelness are within specified tolerances. B. Site Verification of Conditions 1. Test concrete floor moisture vapor transmittance rate (MVTR) using the calcium chloride test, ASTM F1869 or internal relative humidity using in-situ probes per ASTM F 2170 . a. Pre-installation testing: 1) Test in areas scheduled to receive resilient flooring. 2) Perform a minimum of 3 tests for the first 1000 square feet per floor, with 1 test per additional 1000 square feet. 3) Maximum tested value shall be acceptable to the flooring manufacturer. 4) Where MVTR or relative humidity test fails, retest each non-complying area, after remediation, per requirements for initial testing. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ COMMON WORK RESULTS FOR FLOORING PREPARATION 09 05 60–- 8 2. Test alkalinity (pH) of concrete subfloor in accordance with ASTM F 710, or using method recommended by flooring manufacturer. a. Perform test in area adjacent to each pre-installation MVTR test. Report alkalinity on the same form used for reporting results of adjacent MVTR test. b. Do not apply flooring if pH is equal to or greater than 10, or maximum level acceptable to flooring manufacturer. 3. Floor flatness and levelness testing: a. Verify flatness and levelness of area to receive underlayment using a 10-foot straightedge or Type I or Type II floor profilometer capable of producing a graphic record of floor elevation changes, measured in accordance with ASTM E 1155. b. Tolerances: Areas exceeding tolerances shall receive cementitious underlayment to meet or exceed installation tolerances specified in the Section. 1) Flatness: a) Straightedge: 1/8-inch gap under a 10-foot unleveled straightedge, when measured between any 2 high points. b) Profilometer: any aggregate area with a maximum flatness variation exceeding 1/8-inch from highpoint to low-point 2) Level Alignment: Variance in elevation of top of slab in any structural bay shall not exceed 3/4 inch. c. Test Sections less than 8 feet on a side or less than 320 square feet or at slab boundaries, block-outs or other discontinuities excluded by ASTM E 1155: measure surface so gap to at any point between concrete surface and an unleveled freestanding 10-foot- (3.05-m-) long straightedge, resting on two high spots and placed anywhere on the surface, does not exceed 1/8 inch. 3.2 PREPARATION FOR FLOORING INSTALLATION A. Concrete Substrates: Prepare according to ASTM F710. B. Prepare substrates according to floor covering manufacturer’s written recommendations to ensure adhesion of floor coverings. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Perform tests recommended by manufacturer and as specified. Proceed with installation only after substrates pass testing. C. Remove existing flooring, including underlayments and setting beds to expose a sound substrate. Grind substrate if required to thoroughly remove any traces of the floor material adhesive or other foreign material. 1. Remove adhesives from all existing floors receiving new covering, where recommended or required by finished flooring manufacturer, using methods recommended or approved by the flooring manufacturer. D. Surface preparation: 1. Cementitious underlayments shall cure a minimum of 28 days before flooring is installed. 2. Scrape, grind, or otherwise remove projections from the face of subfloor to level with the subfloor. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ COMMON WORK RESULTS FOR FLOORING PREPARATION 09 05 60–- 9 3. Neatly patch, fill, or otherwise repair all cracks, marks, irregularities, and other conditions in the subfloors that may telegraph through the finished installation. 4. Apply moisture vapor reducing membrane in all areas indicated to receive sheet vinyl flooring, and impervious backed carpet, where moisture vapor transmission rate or internal relative humidity exceeds limits indicated in specifications. 5. Apply trowelable polymer modified cementitious underlayment where required to correct subfloor irregularities and floor depressions greater than a 1/8 inch gap under a 10 foot straightedge. 6. Apply trowelable polymer modified cementitious underlayment at transition edge between resilient flooring and dissimilar flooring materials to allow for a “flush” transition. The slope of the underlayment shall provide for a gradual transition to the thicker flooring material. 7. Trowelable polymer modified cementitious fill shall be steel troweled smooth. Trowel marks showing through installed flooring shall be reason to remove flooring and sand out trowel marks. 8. For areas scheduled to receive tile, remove concrete surface and contaminants using shot blasting methods, to a maximum profile depth of 1/8 inch. 9. Apply topping mortar in areas scheduled to receive tile requiring slope to drain. Slope bed 1/4 inch per foot minimum. 10. Apply self-leveling cementitious underlayment in areas scheduled to receive large-format (greater than 12 inches in length) paver tile, to correct floor depressions greater than 3/8 inch, and where indicated E. Sweep and vacuum clean substrates to be covered by floor coverings immediately before installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, and dust. Proceed with installation only after unsatisfactory conditions have been corrected. 3.3 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. B. Testing Services: Testing and inspecting of completed applications of moisture vapor reducing membrane and underlayments shall take place in successive stages, in areas of extent and using methods as specified. Do not proceed with application for the next area until test results for previously completed applications show compliance with requirements. C. Remove and replace applications of moisture vapor reducing membrane and underlayment where test results indicate that it does not comply with specified requirements. D. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ COMMON WORK RESULTS FOR FLOORING PREPARATION 09 05 60–- 10 3.4 CLEANING A. Clean floors thoroughly, using dry methods, after completion of preparation work. B. Clean excess material, splatter, dust, or other foreign material from non-floor surfaces. 3.5 PROTECTION A. Protect moisture vapor transmission reducing membranes from damage until finish flooring is installed. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 1 SECTION 09 21 16 — GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Metal studs, runner tracks, and framing accessories 2. Drywall ceiling suspension and framing system 3. Gypsum board (drywall) 4. Cementitious tile backer board 5. Cavity and horizontal shaftwall systems 6. Drywall trim 7. Drywall finishing compounds and tape 8. Installation of metal stud and gypsum board wall and ceiling systems. B. Related Sections: 1. Division 06 Section “Rough Carpentry”, for wood blocking 2. Division 06 Section “Architectural Woodwork” 3. Division 07 Section “Thermal Insulation”, for metal stud insulation 4. Division 07 Section “Joint Sealants” 5. Division 10 Section “Wall and Door Protection” 6. Division 11 – Equipment 7. Division 12 – Furnishings, for Manufactured Casework 8. Division 23 – Heating, Ventilating & Air Conditioning 9. Division 26 – Electrical C. Products installed but not supplied under this Section: 1. Wood blocking 2. Sound attenuation batt insulation 3. Acoustical sealant 1.2 REFERENCES A. ASTM International (ASTM): 1. C 11 – Standard Terminology Relating to Gypsum and Related Building Materials and Systems 2. C 588 – Standard Specification for Gypsum Base for Veneer Plasters 3. C 630 – Standard Specification for Water-Resistant Gypsum Backing Board 4. C 754 – Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products 5. C 840 – Standard Specifications for Application and Finishing of Gypsum Board ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 2 6. C 954 – Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness 7. C 955 – Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases 8. C 1177 – Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing 9. C 1396 – Standard Specification for Gypsum Board 10. D 3273 – Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber. 11. D 5116 – Standard Guide for Small-Scale Environmental Chamber Determinations of Organic Emissions From Indoor Materials/Products 12. E 84 – Test Method for Surface Burning Characteristics of Building Materials 13. E 90 – Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements 14. E 96 – Test Method for Water Vapor Transmission of Materials (desiccant method) 15. E 413 – Classification for Rating Sound Insulation B. American Iron and Steel Institute (AISI) 1. SG02-1 – North American Specification for the Design of Cold-Formed Steel Structural Members. C. Gypsum Association (GA): 1. GA-214 – Levels of Gypsum Board Finish 2. GA-216 – Application and Finishing of Gypsum Board 3. GA-600 – Fire Resistance Design Manual D. Green Seal 1. GS-11 – Standard for Paints 2. GS-36 – Standard for Commercial Adhesives E. Underwriters Laboratories, Inc. (UL): 1. Install gypsum drywall system so that it conforms to the applicable UL classification for wall types and design number indicated on the Drawings. 1.3 DEFINITIONS A. Gypsum Board Construction Terminology: Terms for gypsum board assemblies not defined in this Section or in other referenced standards shall comply with definitions listed in ASTM C 11 and GA-505. B. GFG: Glass-fiber reinforced gypsum C. GFRC: Glass-fiber reinforced concrete ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 3 D. Structural Studs: Studs with metal thickness of 0.0329 inch (20 gage) or greater and a minimum flange width of 1-5/8 inches. E. Wall board: Units of gypsum board, gypsum sheathing, or tile backer board. 1.4 DESIGN REQUIREMENTS A. Anchorages to building structure: 1. Provide anchorages to building structure sized to provide sufficient movement to accommodate vertical deflection of structural members. 2. Maximum steel frame structure deflection shall be L/360, over spans indicated. 3. Maximum concrete frame structure deflection shall be L/600, over spans indicated. B. Stud selection: 1. General: Select stud gages from the manufacturer’s published design properties and load/span tables, based on the deflection limit and the following selection criteria, for the wall span indicated on the Drawings. a. Stud selection criteria: 1) Stud properties shall not be less than specified for studs of depth indicated. 2) Furnish studs of depth indicated. 3) Furnish studs of yield strength, profile, gage and spacing required to meet deflection criteria at the design load. 4) Furnish studs with the most economical yield strength, profile, gage and spacing to meet selection criteria. 5) Stud spacing shall not exceed 16 inches on center. 2. Interior: a. General: 5 pounds per square-foot uniform load over the full height of the studs. b. Partial height walls acting as guardrails: 1) Uniform load acting horizontally on face of wall: 50 pounds per square foot 2) Point load acting horizontally at top of wall: 200 pounds. 3) Loads are not assumed to act concurrently. C. Deflection limit: 1. Interior Studs, unless otherwise indicated: L/240 2. Interior studs scheduled to be finished with tile, 12 inch or greater dimension: L/360 1.5 SUBMITTALS A. Manufacturer’s technical data and information: 1. Joint treatment for finishing system, application and installation instructions, and materials data. 2. Manufacturer’s data on all products is to be supplied. 3. Indicate stud type, size, and gage to be used, by location or wall type 4. Describe method for securing studs to tracks; blocking and framing connections. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 4 5. Copy of UL or GA Design Classification indicating products to be furnished under this Section. B. Engineering Calculations: Signed and sealed Design calculations or certification by a professional engineer indicating compliance of stud selection with design criteria specified. 1.6 QUALITY ASSURANCE A. Steel Studs, runners and accessories: Provide materials complying with ASTM C 955 and AISI SG02-1. B. Fire-rated construction: Provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. 1. Where products other than the reference standards are provided, fire-rated construction is indicated, and a specific UL or GA Design Classification is designated, provide only products listed in the Design Classification or an equivalent UL or GA Design Classification, acceptable to the Architect/Engineer. C. Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide materials and construction identical to those tested in assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency. D. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of cold-formed metal framing that are similar to those indicated for this Project in material, design, and extent. 1.7 DELIVERY, STORAGE AND HANDLING A. Delivery, handling, & protection 1. Deliver materials to the project site in their original unopened packages with manufacturer’s labels intact and legible. 2. Deliver fire-rated materials bearing testing agency label and required fire classification numbers. B. Storage: 1. Store materials inside under cover, stack flat, off floor. 2. Stack drywall so that long lengths are not over short lengths. 3. Do not overload floor system. 4. Store adhesives in dry area, provide protection against freezing at all times. 5. Damaged or deteriorated materials shall be removed from the premises. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 5 1.8 PROJECT CONDITIONS A. Environmental conditions 1. General: Establish and maintain environmental conditions for applying and finishing gypsum board to comply with ASTM C 840 requirements or gypsum board and finishing material manufacturer's recommendations, whichever are more stringent. 2. Temperature: a. During cold weather, in areas receiving drywall installation, maintain temperature between 55˚F to 70˚F (13˚C to 21˚C) for 24 hours before, during, and after gypsum drywall and joint treatment application. 3. Ventilation: a. Provide ventilation during and following application of adhesives and joint treatment. b. Protect installed materials from drafts during hot, dry weather. 4. Protection: a. Protect adjacent surfaces against damage and stains. 1.9 COORDINATION A. General: 1. Consult with other trades to ascertain if they require “extra” metal studs or blocking for attachment of their Work or framed openings and coordinate locations of such. 2. All wall mounted equipment or accessories typically require additional bracing or straps. The specific type and size of the proposed straps or bracing must be reviewed with the Architect/Engineer prior to fabrication or installation. 3. Allow reasonable time for those other trades who have Work occurring within the gypsum drywall Work to perform their Work. 4. Coordinate locations and types of blocking and supports provided under other Sections of this Specification. B. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures related to drywall finishing including, but not limited to, the following: 1. Coordination of drywall finishing work with specific wall coverings and finishes. 2. Identify wall surfaces scheduled to receive gloss finishes, subject to critical lighting, or receiving finishes requiring special flatness or finishing tolerances. 3. Coordinate finishing levels and tolerances with wall finish installers. 4. Pre-installation meeting shall include wallcovering installers, painters, and other trades that will apply finishes to gypsum board assemblies. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 6 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Reference standards: 1. Gypsum board: United States Gypsum Company or G-P Gypsum., as indicated 2. Metal framing: Dietrich Metal Framing, Inc. a. Non-Structural Studs: Cold-formed galvanized C-studs, Dietrich UltraSTEEL or ClarkWestern UltraSTEEL drywall studs, in conformance with ASTM C-754 for conditions indicated below. 1) Designation: 25 ga equivalent drywall stud a) Minimum Delivered Thickness: .0179 in. 2) Designation: 20 ga equivalent drywall stud a) Minimum Delivered Thickness: .0296 in. b. Non-Structural Track: Cold-formed galvanized steel runner tracks, Dietrich UltraSTEEL or ClarkWestern UltraSTEEL drywall runner track, in conformance with ASTM C-754 for conditions indicated below. 1) Minimum Material Thickness: Track to match stud thickness. 3. Accessories: United States Gypsum Company 4. Finishing compounds and tape: United States Gypsum Company B. Acceptable manufacturers: 1. Any manufacturer of gypsum board products may be deemed acceptable providing they meet the following industry standards. a. Gypsum board products: ASTM C 96 or C 1396 b. Water-resistant gypsum board products: ASTM C 630 c. Veneer Plaster Base: ASTM C 588 d. Surface burning characteristics: ASTM E 84 1) General: flame spread 15, smoke development 0 2) Water-resistant panels: flame spread 20; smoke development 0 2. Metal framing members: Dietrich Industries, Inc. products are specified as the reference standard for metal studs and runners. Alternate manufacturers may be used as long as the following conditions are met: a. SSMA member company. b. Can provide products that adhere to the specified UL Design on the partition schedule or can provide products with the configuration and thickness that comply to other UL Designs. c. Moment of inertia and section modulus meet or exceed the item specified. d. Modulus of elasticity and yield point meet or exceed the item specified. e. The submitted items functionally perform as well as the item specified. f. No adjustment in section depth is required to meet design criteria. 2.2 GYPSUM BOARD A. Drywall: ASTM C 1396, Type X ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 7 1. Acceptable products: a. CertainTeed Gypsum; ProRoc Type X b. G-P Gypsum; Tough Rock Fireguard c. Lafarge North America; Firecheck Type X d. National Gypsum Company; Gold-Bond Brand Fire-Shield Wallboard e. United States Gypsum Company; Sheetrock Firecode Gypsum Panels 2. Thickness: a. General: 5/8 inch, or as indicated b. Curved fire-rated assemblies: 2 layers 3/8”, for wall radius range 3 feet to 18 feet. 3. Edges: tapered 4. Location: Where drywall indicated, fire-rated assemblies and non-fire-rated assemblies. B. Mold-Resistive drywall: ASTM C 1396, Type X, having improved mold resistance over standard gypsum board. 1. Mold Resistance: ASTM D 3273, average panel score 10. 2. Acceptable products: provide one of the following: a. CertainTeed Gypsum.; ProRoc Moisture and Mold resistant Gypsum Board b. G-P Gypsum Corp.; DensArmor Plus Interior Guard, Fireguard. c. United States Gypsum Company; SHEETROCK Brand Mold Tough Gypsum Panels, FIRECODE C Core. d. Lafarge North America; MDfz Mold Defense e. National Gypsum Company, Gold Bond XP Wallboard 3. Thickness: 5/8 inch, or as indicated. 4. Long Edges: Tapered 5. Location: Where required for specific mold-resistance assembly indicated, where water- resistant board is indicated. 6. Location: a. Areas exposed to high moisture levels (toilets, behind counters with sinks, janitors closets). b. Walls with ceramic tile wainscot, not subject to direct water exposure (public restrooms). c. Ceilings in rooms subject to high moisture levels (toilet rooms, locker rooms, sterilization rooms) or exposed to direct moisture (showers, patient toilets). d. Exterior walls with metal stud insulation not indicated to receive foil-backed drywall. C. Shaft wall liner board: ASTM C 1396, Type X 1. Nominal 1 inch by 24 inch gypsum liner panels 2. Acceptable products: a. United States Gypsum Company; Sheetrock Gypsum Liner Panels b. G-P Gypsum; Dens Glass Ultra Shaftliner c. Lafarge North America; Firecheck Shaftliner d. National Gypsum Company; Fire-Shield Shaftliner XP 3. Location: cavity shaft walls, horizontal shaft walls D. Shaft wall backer and face boards: ASTM C 1396, Type X. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 8 1. Thickness: 5/8 inch, as noted on Drawings 2. Edges: tapered 3. Acceptable products: a. United States Gypsum Company; Sheetrock Gypsum Liner Panels b. G-P Gypsum; Dens Glass Ultra Shaftliner c. Lafarge North America; Firecheck Shaftliner d. National Gypsum Company; Fire-Shield Shaftliner XP E. Flexible drywall: ASTM C 1396, having improved flexibility over standard gypsum board. 1. Thickness: 1/4 inch 2. Edges: tapered 3. Reference standard product: Sheetrock Flexible Gypsum Panels: 4. Location: interior curved and rounded walls, where noted on drawings. 5. Apply in two layers unless noted otherwise on drawings. F. Foil-back drywall: Drywall product with aluminum foil vapor retarder laminated to the panel back. 1. Acceptable products: Approved fire-rated drywall 2. Thickness: 5/8 inch 3. Edges: Tapered 4. Location: a. Exterior wall assemblies b. Where otherwise noted on Drawings. G. Water-resistant drywall: ASTM C 630 and C 1396, Type X, having improved water resistance over standard gypsum board. 1. Thickness: 5/8 inch 2. Edges: tapered 3. Reference standard product: Sheetrock Brand Mold Tough 4. Location: a. Areas exposed to high moisture levels (toilets, behind counters with sinks, janitors closets). b. Walls with ceramic tile wainscot, not subject to direct water exposure (public restrooms). c. Ceilings in rooms subject to high moisture levels (toilet rooms, locker rooms, sterilization rooms) or exposed to direct moisture (showers, patient toilets). 2.3 TILE BACKER BOARD: A. Ceramic tile backer board: 1. Product: Georgia Pacific Corp.; Dens-Shield Tilebacker 2. Thickness: 5/8” 3. Edges: tapered 4. Location: At full height ceramic tile walls B. Cementitious tile backer board: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 9 1. Product: Provide one of the following: a. United States Gypsum Company; Durock interior cement board b. National Gypsum Company; PermaBase c. Custom Building Products; Wonderboard 2. Thickness: 5/8 inch 3. Size: 36” by length required to minimize horizontal joints 4. Location: At full height ceramic tile walls and as substrate for horizontal ceramic tile or stone tile installation on casework or framed walls. C. Location, General: 1. Use on walls subjected to direct moisture. 2. Use on walls subject to direct water exposure to height of ceramic tile wainscot. 3. Use as substrate for above-floor horizontal ceramic or porcelain tile installations. 2.4 TRIM A. General: Provide trim accessories for corners, control joints, exposed ends, at juncture of drywall to dissimilar materials and other locations as required to make complete installations. B. Corner bead (drywall): 1. Outside corner: a. Paper faced metal tape-on bead trim: USG Paper Face Bead B1 SW b. Paper faced flex metal corner trim: USG Paper Face Bead B1 Beaded Flex, for corners greater than 90 degrees. 2. Inside Corner: a. Paper-faced tape-on Flexible Corner: USG Paper Face Bead B2 Flex C. Control joint: USG, No. 093, zinc 2.5 METAL FRAMING A. Cold formed sheet metal gages: Provide cold formed sheet metal studs, runners, furring channels, and accessories manufactured from galvanized sheet steel with design base metal thicknesses conforming to the following schedule. Actual minimum metal thickness shall not be less than 95 percent of the design metal thickness. 1. 25 gage: 0.0179 inch (18 mil) 2. 22 gage: 0.0269 inch (27 mil) 3. 20 gage: 0.0329 inch (33 mil) 4. 18 gage: 0.0451 inch (43 mil) 5. 16 gage: 0.0566 inch (54 mil) 6. 14 gage: 0.0713 inch (68 mil) B. Material: 1. Studs: ASTM C955 2. Corrosion Protection: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 10 a. Interior: ASTM A653, G40 minimum or ASTM A 1003 of equivalent corrosion resistance. C. Interior walls: 1. Interior partitions: 162S125, 250S125, 350S125, 362S125, 400S125, 600S125 2. Structural studs: 350S162, 362S162, 400S162, 600S162 3. Runner track: a. Use runner tracks in a width and gage to match the steel studs. 1) Provide 1-1/2 inch deep vertical leg tracks. b. Provide deflection track at top of full-height walls. 1) Tracks designed as part of a top-of-wall firestopping system shall be permitted, where listed for the application indicated. c. Provide hemmed legs on 25 gage track. 4. Flexible runner track: a. Use runner tracks in a width and gage to match the steel studs. b. Acceptable products: 1) Flex-Ability Concepts; FLEX-C Trak 2) Radius Track Corporation; factory or field formed radius track 5. Use stud dimensions as indicated on drawings. 6. Gage: Provide studs of proper gage and indicated depth to meet design loads and deflection limit specified. a. Provide 25 gage minimum. b. Provide 20 gage minimum studs at walls supporting hung casework, walls receiving cementitious tile backer board, and at building expansion joints. c. Provide two 18-gage minimum structural studs at each door, window and cased opening jamb. 1) Provide 16-gage minimum jamb studs, header framing and sill tracks at coiling doors and grilles. D. Cavity shaft wall; Reference Standard UL Design No. U438: 1. Studs: 2-1/2” CH or CT stud, 2-1/2” E stud (at rated opening)[; stud depth as indicated on Drawings] 2. Steel J Runner: 2-1/2” JR; stud depth as indicated on Drawings, gage to match steel studs. 3. Steel angle: 1-3/8” x 7/8”, 24 gage galvanized. 4. Stud Gage: Provide studs of proper gage and indicated depth to meet deflection criteria. E. Cold rolled channels: 1. Ceiling channels shall be factory products of 16 gage cold rolled steel. 2. Channel webs shall be 1-1/2” wide. 3. “Exterior” applications shall be hot dipped galvanized. 4. “Interior” applications shall be coated with black asphaltic paint. F. Metal furring channels: 1. Furring channels shall be standard “DWC-25” channels of not less than 25 gage electro- galvanized steel. 2. They shall be designed for screw attachment of the gypsum drywall materials. 3. Depth shall be 7/8” unless otherwise noted. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 11 4. Clips shall be manufacturer’s standard of galvanized steel wire designed to attach furring channels to the ceiling channels. G. Drywall ceiling suspension and framing system: 1. Engineered system consisting of main runners and intersecting cross tees. 2. Fabrication: 0.0179 inch minimum hot-dipped galvanized sheet steel 3. Acceptable Products: a. Armstrong World Industries, Inc.; Drywall Grid System b. Chicago Metallic Corporation; 640-C/660-C and FireFront 650-C/670-C Drywall Grid and Track c. USG; Drywall Suspension System H. Miscellaneous metal framing and accessories: 1. Resilient channels: a. Single leg: Dietrich RCSN, 25 gage galvanized steel b. Double leg: Dietrich RCDN, 25 gage galvanized steel 2. Furring channels: a. Z-furring channels: Dietrich ZFN, 25 gage galvanized steel b. Furring channels: Dietrich FCN series, 25 gage galvanized steel c. Furring channel clips for ceiling installation: Galvanized wire 3. Metal angle runners: 1-3/8” x 7/8” x 24 gage galvanized steel (used to secure gypsum core board in laminated gypsum partitions) 4. Deflection track: provide at all floor-to-deck walls and where indicated on the drawings, to allow for deflection of the structural framing. Provide one of the following systems or a system capable of accommodating 1/2 -inch deflection without imposing a vertical load on the studs. a. Dietrich Metal Framing, Inc.; double slip runner track b. Dietrich Metal Framing, Inc.; Sliptrack Systems slotted track c. Metal-Lite; The System d. Super Stud Building Products, Inc.: 1) Interior walls: Interior Top Track Clip 450 e. The Steel Network: 1) Interior walls: VertiTrack VTD and/or VertiClip SLD f. Total Steel Solutions, Snap Trak g. Total Steel Solutions; Redi Klip, with appropriate depth runner track 5. Lateral bracing: Provide one of the following: a. Screw attachment, 1-1/2” x 2” x 16 gage clip angle to stud with 1-1/2” cold rolled channel to angle; as shown on the Drawings; galvanized steel. b. Dietrich Metal Framing, Inc.; TradeReady Spazzer 5400 Bridging/Spacer Bar c. Metal Lite, Inc.; Twist Lock bridging d. The Steel Network; BridgeBar BB150, 1-1/2 inch width by 3/8 inch height e. Solid stud blocking at ends of wall with metal strapping applied across face of studs and screwed to blocking and each stud with minimum of 2 fasteners per stud face. 6. Corner Angle: 2 inch by 2 inch, 20 gage galvanized steel 7. Anchor strap: 6 inch wide, 16 gage galvanized strap, screw attachment over face of studs. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 12 8. Metal strapping: 2 inch wide, 16 gage 9. Slide clip: Provide one of the following: a. Dietrich Metal Framing, Inc.; FastClip Curtain Wall Slide Clip b. Dietrich Metal Framing, Inc.; Quick Clip c. Super Stud Building Products, Inc.; Deflection Clip 1500 d. The Steel Network; VertiClip SLB or SLS 10. Hanger wire: 8 gage galvanized 11. Wire ties: 18 gage galvanized, saddle-tie I. Screws: 1. General: ASTM C 954, styles and sizes as recommended by manufacturer of product being attached. 2. Metal studs, 22 gage and lighter: sharp point type screw 3. Metal studs, 20 gage and heavier: self-tapping driller type screw 4. Gypsum board: 1-1/4” minimum Type S, bugle head, corrosion resistant 5. Tile backer board: length, size and type recommended by tile backer board manufacturer, Climaseal coated. 2.6 JOINT TREATMENT A. General: Provide joint treatment materials complying with ASTM C 475 and the recommendations of both the manufacturers of sheet products and of joint treatment materials for each application indicated. B. Joint Tape for Gypsum Board: Paper reinforcing tape, unless otherwise indicated. 1. Provide alkali-resistant, polymer-coated glass-fiber mesh joint tape at veneer plaster, water-resistant panels, and tile backer board, unless otherwise indicated. C. Setting-Type Joint Compounds for Gypsum Board: Factory-packaged, job-mixed, chemical- hardening powder products formulated for uses indicated. 1. Where setting-type joint compounds are indicated as a taping compound only or for taping and filling only, use formulation that is compatible with other joint compounds applied over it. 2. For topping compound, use sandable formulation. D. Drying-Type Joint Compounds for Gypsum Board: Factory-packaged vinyl-based products complying with the following requirements for formulation and intended use. 1. Ready-Mixed Formulation: Factory-mixed product. a. Taping compound formulated for embedding tape and for first coat over fasteners and face flanges of trim accessories. b. Topping compound formulated for fill (second) and finish (third) coats. c. All-purpose compound formulated for both taping and topping compounds. E. Fire-rated drywall finishing tape: Self-adhesive tape tested in accordance with ASTM E 119 as a component in a gypsum board wall assembly having an hourly rating up to 2 hours. 1. E-Z Taping System, Inc.; Fire Tape ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 13 2.7 SEALANTS AND ADHESIVES A. Sealants: Refer to Division 07 Section ”Joint Sealants”, for specific types of sealant to be used. 1. Acoustical sealant: Synthetic-rubber sealant recommended for sealing interior concealed joints to reduce transmission of airborne sound. B. VOC Limits for Installation Adhesives, Glues, and Sealants: Use installation adhesives and sealants that comply with SCAQMD Rule 1168 limits for VOC content, calculated in accordance with Rule 1168, less water and exempt compounds: 1. Dry Wall and Panel Adhesives: 50 g/L 2. Multipurpose Construction Adhesives: 70 g/L 3. Sealants and Sealant Primers: a. Sealants: 250 g/L b. Sealant primers, porous substrates: 775 g/L c. Sealant primers, non-porous substrates: 250 g/L 2.8 ACCESSORIES A. Dust membrane: Interior wall vapor retarder, specified in Division 07 Section “Vapor Retarders”. B. Separation Membrane: Sheet membrane for application between metal studs and cementitious tile backer boards: ASTM C 1136, Type I, ASTM E 84, Class A, pass NFPA 701 Test Method 2 (large-scale test). 1. Products: Provide one of the following: a. Raven Industries Inc.; Dura-Skrim 10FR. b. Reef Industries, Inc.; Griffolyn TX-1200 FR. 2. Thickness: 0.008 inches (8 mil) 3. Color: Natural (buff to light yellow) C. Grout: Sanded gypsum plaster for fully grouting hollow metal door frames. PART 3 - EXECUTION 3.1 INSTALLATION A. Metal Studs, General: 1. Welding: Welding is permitted on 18 gauge, 0.0428 inches (1.22 mm) or heavier material only. a. Indicate welding configuration and size on shop drawings. b. Qualify welding operators in accordance with Section 6.0 of AWS D.1.3. c. Touch up all welds with zinc-rich paint in compliance with ASTM A 780. 2. Install metal stud framing in accordance with ASTM C 754. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 14 3. Where walls are indicated to be installed with deflection track at the head, install studs of length to match undeflected height of structure. B. Interior partition framing: 1. Runners: a. Attach steel runners at floor and ceiling to structural elements with anchors located 2” from each end and spaced 24” o.c. b. Provide deflection track at the top of full height walls, to allow for vertical movement. 1) Where nested tracks are used, do not install fasteners through both legs of tracks into studs. Apply stud fasteners to interior track only. 2) Where single deep-leg track is used, do not install fasteners through track legs into studs. Install horizontal bracing between studs a maximum of 12 inches from end of stud. c. Use the longest section of track available; butt adjacent ends tightly together. d. At walls indicated to be full height to structure or walls which contain sound attenuation blankets, seal bottom and top runners to floor slab and structure above, respectively, with acoustical sealant. 1) Provide the number of continuous beads as recommended by the manufacturer based on required STC rating. One bead each side of track, minimum. e. Where walls are indicated to extend full-height and are obstructed in a manner that requires up to a 12 inch horizontal offset to clear the obstruction, provide a horizontal offset in wall framing as close as possible to the obstruction. 1) At fire-rated walls, provide one additional layer of gypsum drywall on the bottom of the offset. 2) Where clearances permit, install stud bracing at 45 degrees to the horizontal from the top of the lower wall and horizontal offset framing to the upper vertical studs. Fully enclose offset framing in gypsum drywall. f. Where walls do not run full-height, secure track sections above ceilings as required to keep such walls plumb and rigid. 2. Studs: a. Erect all studs in one-piece sections without splices. Brace all metal stud partitions to the structure above at 4’-0” O.C. unless shown on the drawings to extend full height. b. Install all studs at 16” o.c. maximum, unless otherwise noted on the Drawings. c. Anchor all studs to both sides of the floor and ceiling runner track sections with screws. d. Provide all “extra” studs, partial-length studs, bracing, and bridging as required to assure rigidity of the studwork so that it will adequately support the drywall materials and all attached items, including equipment and accessories e. Provide full-height structural studs at all corners. Extend studs and anchor to the structure. f. Over door frames or borrowed light frames, place double, horizontal, cut-to-length sections of runner, with web flange bent at each end and with one positive attachment per flange. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 15 g. Framing over heads of doors shall be braced above ceiling in two directions with stud sections which angle away from plane of wall. h. Provide full-height structural studs and jamb studs at jambs of all door frames and borrowed light frames. 1) Extend studs and anchor to the structure. 2) Anchor jamb studs to structural studs with welded 20 gage, 4-inch long metal straps at hinge heights. i. Full-height structural studs shall be used behind all wall-mounted equipment, etc. j. Control joints: 1) Install double studs with 1/2 inch minimum clearance between studs at control joint locations, full height of wall. 2) At door jambs, Install cripple stud at head adjacent to jamb stud, with a minimum 1/2-inch clearance from jamb stud, for full remaining height of wall. 3) At fire rated walls, provide fire-blocking consisting of two layers of 5/8 inch fire-rated drywall or a 3 inch minimum length of safing insulation the full depth of the wall, centered behind the control joint. 4) Locations: a) Provide where partitions of dissimilar construction meet and remain in the same plane. b) A maximum of 30 feet in any one direction. c) Except at dissimilar partitions and where walls exceed 30 feet in length without interruption, install control joints at the door jamb adjacent to the largest unbroken wall area. d) At building expansion or control joints in furred masonry walls. k. Where pipe chases are formed by two rows of studs, tie such rows adequately together with metal stud bracing located at the quarter points of such studs, a maximum of 4 feet on center vertically, 4 feet on center horizontally. l. Coordinate all installed blocking where required for recessed items. m. Install anchor strap or blocking to studs in continuous manner between studs for support of grab bars, handrails, wall cabinets and all other wall hung items. 1) Provide wood blocking at grab bars, hand rails, door stops, and toilet partitions. 2) Provide wood blocking or anchor strap at all other locations, as indicated on Drawings. C. Shaft wall: 1. Conform to UL Design No. U438, or equivalent UL listed system, for fire rating indicated. 2. Position J runners at floor and ceiling with the short leg toward finish side of wall. Securely attach runners to structural supports with power driven fasteners at both ends and 24 inches on center. 3. Cut C-H studs and E studs from 3/8-inch to not more than 1/2 inch less than floor-to- ceiling height. Install C-H studs between liner panels with liner panels inserted in the groove. 4. Install full-length steel E studs at intersections, corners, door jambs, columns, and both sides of closure panels. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 16 5. Suitably frame all openings to maintain structural support for wall. a. Provide necessary liner fillers and shims to conform to label frame requirements. b. Frame openings cut within a liner panel with E studs around perimeter. c. Frame openings with vertical E studs at jambs and horizontal J runner at head and sill. 6. Install drywall in accordance with UL Design listing. D. Ceiling installation: 1. Frame ceiling using one of the following systems: a. Drywall ceiling suspension and framing system b. Furring channel and carrying channel suspension 2. Drywall ceiling suspension and framing system: install in accordance with manufacturer’s instructions. 3. Furring channel and carrying channel suspension: a. Carrying channels: 1) Install carrying channels at 24” o.c. and within 6” of walls. 2) Anchor channels to structure with hanger wires at maximum of 48” o.c. and within 6” of channel ends. 3) Provide 1” clearance between channels and walls. 4) Install additional cross reinforcing at all openings that interfere with carrying channels. b. Furring channels: 1) manufacturer’s spacing recommendations,16” o.c. maximum. 2) Spacing may be expanded to accommodate light fixture and diffuser rough opening requirements. 3) Install compression posts as recommended by manufacturer for exterior wind loading. 4. Control joints: a. Install double framing with 1/2 inch minimum clearance between framing members at control joint locations. b. Locations: Where indicated, or if not indicated: 1) Provide where soffits or ceilings of dissimilar construction meet and remain in the same plane. 2) Where the wings of ‘L’, ‘U’, ‘T’ shaped ceilings are joined. 3) At ceilings with perimeter relief: a maximum of 50 feet in any one direction. 4) At ceilings without perimeter relief and exterior ceilings: a maximum of 30 feet in any one direction. 5) At building expansion joints, where expansion joint covers are not indicated. E. Wall board installation: 1. General: a. Install in accordance with GA-216. b. Apply wall board vertically or horizontally, whichever will minimize joints, so that edges or ends are positioned over studs. 1) Use maximum practical lengths to minimize joints. 2) Stagger joints on opposite sides of partitions. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 17 3) Locate end joints on studs. 4) Install boards with bottom edge 1/2 inch minimum above floor level. Seal with silicone sealant, or acoustical sealant at walls with acoustical insulation. 5) Provide concealed dust membranes behind joints between wall board and dissimilar materials. Lap dust membrane and seal with acoustical sealant. c. Space screws in accordance with manufacturer’s recommendations or UL assembly requirements, but no greater than 12” o.c. d. Cut and fit drywall neatly and accurately around electrical boxes, light fixtures, grilles, diffusers, and similar items so that all evidence of cutting and fitting will be concealed by cover plates, flanges, or trim. e. Seal cut edges in water-resistant type and exterior type gypsum drywall according to the manufacturer’s recommendations. f. Install wall and ceiling vapor retarders specified in Division 07 Section “Vapor Retarders” shall be installed and inspected prior to application of gypsum drywall. g. Install separation membrane between studs and cementitious tile backer units. h. Where full-height walls and walls containing sound attenuation blankets are required, seal the perimeter of the drywall with acoustical sealant. Seal gaps and around penetrating items, such as pipes, conduits, electrical boxes, grilles, etc. with joint compound or acoustical sealant. i. Vacuum clean all spaces within walls and chased areas before fully enclosing. 2. Interior foil-back gypsum drywall: a. Install on interior side of exterior walls. b. Foil-back gypsum drywall shall be installed in a continuous run to provide a monolithic vapor barrier from floor to bottom of slab above. Foil-back gypsum drywall shall be installed continuous prior to installation of intersecting interior metal studs. c. Install sealant around all penetrations through foil-back gypsum drywall, including mechanical/electrical backboxes. Leave no open holes in the vapor barrier. d. Repair or replace foil-back gypsum drywall with punctured, torn or damaged foil face. Repair using manufacturer’s approved foil-faced tape with 1” minimum lap over undamaged foil back. 3. Gypsum drywall ceilings: a. Apply drywall of maximum practical lengths with long dimension perpendicular to furring channels. Position ends directly over channels. b. Fasten drywall to channels with screws at 8” o.c. maximum. 4. Trim: a. Install trim of proper types at all external and internal corners and at all terminations of gypsum drywall materials against dissimilar materials. 1) At terminations with dissimilar materials, protect adjacent surfaces by using pre-masked trim or placing a barrier of building paper, polyethylene film, or other approved material between the gypsum drywall and the dissimilar material. Remove the barrier at the completion of the finishing process. b. Install control joints at locations where control joints are indicated or required. F. Joint treatment: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 18 1. Finish joints in conformance with the Level descriptions given in GA-214 and GA-216. 2. Typical: Level 4, unless noted otherwise. a. Critical lighting and gloss sheen painted walls: Level 5 for walls or ceilings with strong cross lighting (natural or artificial) and/or gloss sheen paint finishes, or as noted on the Drawings. 1) Finish by skim coating with drywall compound or by application of Surfacer/Primer, or use pre-finished drywall and matching, proprietary joint compound. 2) At walls with reveals, trowel or screed skim coat of drywall compound to level finish between reveals. b. Walls indicated to receive overlay finishes, such as paneling, acoustical wall panels, etc.: Level 3 c. Walls indicated to receive wood veneer wallcovering: 1) Level 5, achieved with overlay coat of primer/surface over Level 3 tapered joint preparation, or use pre-finished drywall and matching, proprietary joint compound. 2) Level 4 finish at trim flanges and butt joints in wall board, with final pass a minimum of 12 inches wide. d. Omit joint finishing above ceiling lines except at exterior walls, fire-rated walls or sound walls; apply Level 2 finish above ceiling and in concealed spaces. 1) Fire-rated drywall finishing tape may be used in lieu of level 2 finish on fire-rated walls. 3. Apply joint tape in a bed of joint compound so that no bubbles, blisters, or loose edges occur in the tape. 4. Sand joint compound, including all drips, smears, and other deposits, so that final installation is completely smooth along tapered edges and in the same plane as the gypsum drywall itself; so that evidence of the joints is minimal with no ridges, humps, or other irregularities. 5. Final installation shall be totally ready for finishes applied by others. 3.2 FIELD QUALITY CONTROL A. Inspection, General: 1. Notify Architect/Engineer of inspection dates at least 72 hours in advance. Architect may attend inspection. a. Incorporate Architect/Engineer comments, directives, and instructions in inspection report. 2. Repair damaged or improperly installed material prior to installation of covering material. a. If required, notify Architect/Engineer when repairs are complete and schedule reinspection prior to installation of covering work. 3.3 ADJUST AND CLEAN A. General: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ GYPSUM BOARD ASSEMBLIES 09 21 16 - 19 1. When face paper is punctured, drive new screw approximately 1-1/2” from defective fastener and remove defective fastener. Fill damaged surface with joint compound. 2. Do not allow the accumulation of scraps and debris arising from the Work of this Section, but maintain the premises in a neat and orderly condition at all times. In the event of spilling, splashing, or damage to adjacent surfaces, immediately repair or clean. 3. Wipe down drywall and adjacent surfaces of dust from sanding. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ RESILIENT FLOORING 09 65 00 - 1 SECTION 09 65 00 — RESILIENT FLOORING PART 1 - GENERAL 1.1 GENERAL A. Section includes: 1. Sheet Vinyl flooring (SV) 2. Floor substrate preparation and remediation, specified in Division 09 Section “Common Work Results for Flooring Preparation”. B. Related Sections: 1. Division 03 Section “Cast-In-Place Concrete” 2. Division 09 Section “Common Work Results for Flooring Preparation” 3. Division 09 Section “Gypsum Board Assemblies” 1.2 REFERENCES A. ASTM International (ASTM): 1. E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials 2. E 662 - Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials 3. F 150 – Standard Test Method for Electrical Resistance of Conductive and Static Dissipative Resilient Flooring 4. F 710 – Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring 5. F 1516 – Standard Practice for Sealing Seams of Resilient Flooring Products by the Heat Weld Method (when Recommended) B. National Fire Protection Association (NFPA) 1. 253 – Standard Method of Test for Critical Radiant Flux for Floor Covering Systems Using a Radiant Heat Energy Source C. Resilient Floor Coverings Institute (RFCI): 1. Recommended Work Practices for the Removal of Resilient Floor Coverings 1.3 PERFORMANCE REQUIREMENTS A. Fire-Test-Response Characteristics: Provide flooring products with the following surface- burning characteristics, as determined by testing identical products per by UL or another nationally recognized independent testing laboratory acceptable to authorities having jurisdiction: 1. NFPA 253, Critical Radiant Flux: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ RESILIENT FLOORING 09 65 00 - 2 a. Class I, minimum value of 0.45 watts per square centimeter in all corridors and exit ways. 2. ASTM E 662,Smoke Density: less than 450 3. Materials installed on vertical surfaces: ASTM E 84, Class A: a. Flame Spread: Less than 25 b. Smoke developed: less than 450 1.4 SUBMITTALS A. Product Data: 1. Submit manufacturer’s literature describing products, maintenance, and installation. 2. Furnish copies with Operating and Maintenance Manual. B. Samples: 1. Submit three (3) pieces showing the extreme ranges of color and marbleization or each product and color specified. 2. Submit samples of sheet vinyl inside corners, outside corners and flat welded seams prepared by installer. Upon approval, these samples shall become the quality standard for finished installation. a. Samples shall be mounted to rigid substrates b. Corner samples shall be a minimum 12 inches by 12 inches c. Welded seam samples shall be a minimum 6 inches by 9 inches C. Quality Assurance submittals: 1. Installer experience: a. Submit 5 references for similar installations completed during the last 3 years. 2. Certifications: a. Submit certification of qualification from the installer. b. Submit certification of compliance with specified codes and standards. 1) Furnish copies with Operating and Maintenance Manual. 3. Test reports: submit copies of field test reports, with location of test indicated, for the following: a. Adhesive bond tests 1.5 QUALITY ASSURANCE A. Installer qualifications: 1. Installer shall provide 5 references of similar installations completed during the past 3 years. B. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 1 Section "Project Management and Coordination." Review methods and procedures including, but not limited to, the following: 1. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ RESILIENT FLOORING 09 65 00 - 3 2. Review requirements for verification and testing of subfloor condition, subfloor preparation, and environmental conditions required at time of flooring installation. 3. Review requirements for installation and protection of moisture vapor reducing membrane. 1.6 DELIVERY, STORAGE AND HANDLING A. Deliver materials to jobsite or offsite warehouse in unopened wrapping, boxes or containers. B. Storage: 1. Store materials in a covered, climate controlled facility, with temperatures between 40 degrees F and 90 degrees F. 2. Store material off ground or floor in protective packaging. 3. Do not permit materials to become wet. 4. Store flammable adhesives in accordance with fire prevention regulations. C. Allow material to acclimatize prior to installation by storing materials in area to receive floor coverings a minimum of 72 hours before installation. 1.7 ENVIRONMENTAL REQUIREMENTS A. Areas scheduled to receive resilient flooring shall be fully enclosed and provided with sufficient ventilation and supplemental heating or cooling to match the design environment a minimum of 72 hours prior to start of installation and continuous after installation. B. Store flammable adhesives in accordance with fire prevention regulations. C. Moisture vapor transmission rate: Concrete sub-floors shall have a maximum moisture vapor transmission rate acceptable to the flooring manufacturer prior to installing flooring. D. Concrete internal relative humidity: Concrete sub-floors shall have a maximum internal relative humidity, measured with in-situ probes at 1/4 the slab depth, of 75 percent. 1.8 WARRANTY: A. Furnish the Owner a written warranty covering material and installation labor for the specified period from the Date of Final Payment. 1. Material shall be warranted for 5 years against defects in material or workmanship, including excessive shrinkage, and adhesive bond failures not attributable to excessive moisture or alkalinity in the concrete slab. 2. Installation labor for replacement of defective flooring shall be fully warranted for the first year and 50 percent for the second year, except when manufacturer’s standard warranty provides longer periods of coverage. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ RESILIENT FLOORING 09 65 00 - 4 3. Where such defect exists, upon written notice, manufacturer shall replace at no cost to the Owner with material matching color design and gauge for defective area and adjacent areas as required for matching. B. Furnish warranty from manufacturer of moisture vapor reducing membrane in accordance with Division 09 Section ”Common Work Results for Flooring Preparation”, indicating coverage for flooring installed under this section. C. Furnish copies with Operating and Maintenance Manual. 1.9 EXTRA MATERIALS A. Sheet vinyl: 1. From original stock provide minimum 3% of each color used. PART 2 - PRODUCTS 2.1 MATERIALS A. Sheet vinyl – SV: 1. Reference Standard: Armstrong 2. Gauge: 0.080 inches 3. Seams: Heat welded 4. Color: As noted on the Interior Finish Schedule a. No substitutions permitted B. Patching of existing floor and base: 1. New materials shall match existing in color, gauge, size, and texture. 2.2 ACCESSORIES A. Metal transition strips: 1. Description: Edge strip suitable for use under floor coverings. 2. Reference standard: Schlüter Systems; Schiene AE Series 3. Material: Extruded Aluminum. 4. Profile: a. 1 inch bedding leg perforated for bond to setting adhesive. b. 1/8 inch wide vertical leg with 87 degree draft and eased nose. c. Height to match thickest flooring material at the joint. 5. Finish: Clear anodized ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ RESILIENT FLOORING 09 65 00 - 5 2.3 ADHESIVE: A. Flooring: 1. Moisture resistant, low-VOC content 2. Two-part polyurethane or epoxy: a. For tile in wet areas, restrooms, scrub sinks, at drinking fountains b. Sheet flooring under and around patient beds and wheeled furniture such as sofa- sleepers. B. Base: 1. Use manufacturer’s standard adhesive for installation of straight run resilient base. 2. Use a dead-set type adhesive for installation of preformed resilient base corners. 2.4 CLEANERS, STRIPPERS AND WAXES A. Cleaners: neutral cleaner recommended by flooring manufacturer for new installations. B. Stripper: stripper or cleaner recommended by flooring manufacturer for removal of heavy soil or stains on newly installed flooring. C. Wax: wax or acrylic polish recommended by flooring manufacturer for new installations PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for maximum moisture content, adhesive bond, substrate alkalinity, subfloor levelness and flatness tolerances, and other conditions affecting performance of work. B. Furnish written report to the Architect/Engineer, endorsed by Installer, listing conditions detrimental to performance of work. C. Proceed with installation only after unsatisfactory conditions have been corrected. D. The start of resilient flooring installation shall indicate the moisture content and alkalinity of the concrete sub-floor and patching materials is within the acceptable limits as defined by the manufacturer’s requirements, and that proper bond will be obtained between the adhesive, patching materials and concrete sub-floor. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ RESILIENT FLOORING 09 65 00 - 6 3.2 PREPARATION A. Concrete Substrates: Prepare according to ASTM F710 and Division 09 Section ”Common Work Results for Flooring Preparation”. B. Comply with manufacturer’s written recommendations to ensure adhesion of floor coverings. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. C. Sweep and vacuum clean substrates to be covered by resilient flooring immediately before installation. 3.3 INSTALLATION A. General: 1. Close spaces to traffic during floor covering installation. 2. Install floor coverings after other finishing operations, including painting, have been completed. 3. Install flooring and accessories in accordance with manufacturer’s written instructions. B. Layout: 1. Lay out Work symmetrically from the center point of the areas so that border tiles will not be less than 6 inches in width, unless shown otherwise. 2. Install resilient flooring within the confines of walls and under all cabinets, built-in equipment, and lockers occurring within such confines. 3. Flooring shall be scribed and fitted to door frames, walls, etc. 4. Discontinue resilient flooring under doors in 4 hour rated fire walls. C. Adhesives: 1. Apply adhesive to sub-floors, tiles, or both with proper as recommended by the manufacturer in sufficient thickness to ensure proper and secure bonding of the flooring to the sub-floors. 2. Do not exceed working time recommended by the manufacturer. 3. For wet-set, polyurethane or epoxy adhesives, prevent traffic over flooring for 72 hours after installation. D. Sheet flooring: 1. Install in accordance with manufacturer’s instructions. 2. Spread only enough adhesive to permit installation of materials before initial set. 3. Set flooring in place; press with heavy roller to attain full adhesion. 4. Lay flooring with joints and seams in accordance with seaming plan, parallel to building lines to produce minimum number of seams. 5. Install sheet flooring as indicated on the Interior Finish Plan. a. Minimum strip width 1/3 full roll width. b. Double cut sheet to provide tight butt joints. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ RESILIENT FLOORING 09 65 00 - 7 c. In patient rooms, recovery rooms, and other areas with movable patient beds or sofa-sleepers, install flooring under beds and sofa-sleepers with two-part polyurethane or epoxy adhesive. 1) Where flooring is installed parallel to bed location and where practical, center sheet under bed. 2) Where flooring is installed perpendicular to bed location, seam flooring no less than 2 feet from wheel locations. 6. Install edge strips at unprotected or exposed edges, and where flooring terminates. Secure reducer strips after installation of flooring. 7. Where integral base is indicated, turn up flooring to form base. Back floor and wall junction with a cove stick. Provide cap strip to terminate base. 8. Scribe flooring to walls, columns, floor outlets, and other appurtenances to produce tight joints. 9. Heat weld sheet flooring in accordance with the manufacturer’s instructions. E. Flexible base: 1. Install base around perimeter of room or space and at toe spaces of casework, cabinet bases, and lockers. a. Install field formed outside corners with a minimum 16 inch length on one side of corner. 1) Using a top-set gouge, cut along the side of the line where the base will bend around the corner. 2) Start gouge right below the top seal of the base under the lip and run the gouge to just below the bottom. Do not to cut through the base at the top and bottom edges. b. Scribe base accurately to abutting materials, including inside corners. c. Use a dead-set type adhesive for installation of pre-formed outside corners only. Use the manufacturer’s standard adhesive on straight run pieces. d. Bottom cove edge shall follow floor profile. 2. Match edges at all seams or double cut adjoining lengths. 3. Install with tight butt joints. 4. Apply adhesive and firmly adhere to wall surfaces. 3.4 FIELD QUALITY CONTROL A. Installation methods shall be in accordance with manufacturer’s printed recommendation. The manufacturer’s recommended methods of installation shall be the basis of acceptance or rejection of actual installation methods used on this work. B. If the finished installation does not meet the quality standard of the approved samples, at the discretion of the Owner/Architect, the installer shall remove rejected material and replace with new material to meet quality standards, at no additional cost to the Owner. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ RESILIENT FLOORING 09 65 00 - 8 3.5 CLEANING, PROTECTION, AND REPAIRS A. Cleaning: 1. Upon completion of the installation, immediately remove all surplus adhesive from seams, joints between tile, and adjacent surfaces, using methods recommended by the flooring manufacturer. 2. As soon as possible after installation, and in accordance with the time recommended by the manufacturers, clean the entire resilient flooring surface using the materials recommended for that purpose by the manufacturers of the materials being cleaned. B. Protection: 1. Close spaces to traffic for 48 hours after floor covering installation. 2. Do not move heavy and sharp objects directly over floor covering surfaces. a. Place plywood or hardboard panels over resilient flooring and under objects while they are being moved. b. Slide or roll objects over panels without moving panels. 3. Remove and dispose of covering prior to final inspection. C. Waxing: 1. Wax vinyl flooring after installation, as recommended by flooring manufacturer. a. Thoroughly clean surface before applying wax. b. Apply one coat of wax; evenly, uniformly, and thoroughly to all tiles. c. Remove excess wax from adjacent surfaces. D. Repairs 1. Thoroughly inspect installed flooring for damage prior to final cleaning. 2. Remove damaged materials and replace with new. a. Replace full tiles, maintaining pattern. b. Replace sheet flooring in sections the full width of the sheet and length suitable to include all damage. Small area patches for isolated damage may be used with approval from the Architect/Engineer. 3. Clean and wax repaired flooring and adjacent flooring when repairs are made after original cleaning and waxing is completed. END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAINTING 09 91 00 - 1 SECTION 09 91 00 — PAINTING PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Furnish all painting materials and accessories. Prepare, paint, or finish surfaces, including, but not limited to, the following: a. Exposed surfaces of miscellaneous ferrous metals (including hangers and supports for mechanical and electrical equipment) within occupied spaces or exposed to view, including Mechanical/Electrical Rooms, Storage Rooms, and Penthouses b. Hollow metal doors and frames (do not paint over fire-rating labels) c. Factory primed coiling door slats, frames, and metal components exposed to view. d. Exposed gypsum drywall partitions, ceilings, and bulkheads e. Exposed plaster surfaces, including existing plaster where patching has been performed f. Exposed surfaces of new and existing mechanical and electrical Work including grilles, registers, and louvers occurring in ceilings, and the outside of fire hose cabinets, access panels, electrical box covers, electrical panel covers, telephone panel covers, piping and conduit; where such Work occurs within occupied spaces including Mechanical/Electrical Room, Storage Rooms, and Penthouses. g. Wood trim h. Other exposed surfaces that are to be finished and are not specifically indicated to be factory finished or finished by others. i. Existing painted surfaces as noted on drawings j. Labeling of fire-rated construction and smoke barrier walls k. Labeling of exterior walls with applied air/moisture/vapor retarder applied to sheathing face is recommended. Penetrations made after the walls are completed must be properly sealed. This labeling helps Owners and Contractors identify these walls. l. Painting of mechanical, electrical, and ceiling seismic supports for identification. B. Related Sections: 1. Division 09 Section “Gypsum Board Assemblies”, for primer/surfacer on gypsum drywall. 1.2 DEFINITIONS A. Finish sheen definitions: 1. Flat: Lusterless or matte finish with a gloss range below 15 when measured at an 85- degree meter. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAINTING 09 91 00 - 2 2. Eggshell: Low-sheen finish with a gloss range between 5 and 20 when measured at a 60- degree meter. 3. Satin: Low-sheen finish with a gloss range between 15 and 35 when measured at a 60- degree meter. 4. Semi-gloss: Medium-sheen finish with a gloss range between 30 and 65 when measured at a 60-degree meter. 5. High- or Full- Gloss: High-sheen finish with a gloss range more than 65 when measured at a 60-degree meter. B. Interior: In a conditioned space. C. Exterior: In a non-conditioned space or directly exposed to the exterior. 1.3 SUBMITTALS A. Product Data: 1. Submit brochures describing products, preparation requirements, coverage rates, and maintenance procedures. a. Indicate compliance with U.S. Federal regulations regarding lead and zinc content. 2. Submit manufacturer’s certification or comparison chart indicating that material submitted is equivalent to the system materials specified. a. For products listed on the Master Painters Institute (MPI) Approved Products List, indicate product type and include a copy of the product listing. 3. Furnish copies with Operating and Maintenance Manual. B. Samples: 1. Submit full range of standard and custom colors for each system. 2. Paint samples: Provide actual samples of selected finish color on white card stock, minimum 4 inches by 8 inches. 1.4 QUALITY ASSURANCE A. Single-Source responsibility: Materials selected for each coating system and type of surface shall be the product of a single manufacturer. B. Material Compatibility: 1. Primers shall be the same manufacturer as the paint used for the final coats and shall be of the type recommended by that manufacturer for the particular application. 2. Thinners, when used, shall be only those thinners recommended for that purpose by the manufacturer of the material to be thinned. C. Volatile Organic Compound (VOC) content: Materials shall conform to current federal requirements for content of lead, zinc and volatile organic compounds (VOC’s). ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAINTING 09 91 00 - 3 1. Low Odor / Low-VOC paints: paints shall meet or exceed the criteria of Green Seal Standard GS-11, less water, when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 2. VOC Limits for anti-corrosive and anti-rust paints applied to interior ferrous substrates: Use materials that do not exceed the VOC content limit of 250 g/L established in Green Seal Standard GC-03, less water. D. All field painting and finishing shall match approved samples and mock-ups. E. Preinstallation Conference: Participate in the preinstallation conference for Gypsum Board Assemblies under Division 09 Section “Gypsum Board Assemblies”. 1. Provide locations for gloss paints, and finishes in critical lighting locations. 2. Coordination of labeling of fire-rated walls. 3. Coordination of painting exposed mechanical and electrical equipment, piping and supports. 1.5 DELIVERY, STORAGE, AND HANDLING A. Delivery: 1. Deliver all paint materials to the job site in their original unopened containers with all labels intact and legible at time of use. B. Storage and handling: 1. Store only the approved materials at the job site and store only in a single designated area restricted to the storage of paint materials and related equipment. 2. All paints, varnishes, and volatile oil shall be stored in accordance with health, safety, and fire regulations. 3. Storage area shall be kept clean. Oily rags, waste material, empty cans, etc. shall be removed each day. 4. “No Smoking” signs and covered waste receptacles shall be provided in the area. 5. Floor of storage area shall be covered and protected from spilled material. 6. Provide metal lockers for storage and provide two listed 2A:20BC rated multi-purpose dry chemical or a 10BC rated CO 2 fire extinguisher mounted in the immediate area. 7. Use all means necessary to protect paint materials before, during, and after application and to protect the installed Work and materials of all other trades. 8. Use fire-retardant treated drop cloths where flammable products are in use. 1.6 SITE CONDITIONS A. Do not clean, prepare or paint surfaces on which condensation is evident or when environmental conditions may cause condensation to form on surfaces during finishing operations. B. Maintain temperature and humidity levels during finishing work at a level to prevent condensation. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAINTING 09 91 00 - 4 C. Apply paints and finish product within the temperature range acceptable to the manufacturer of the product, as listed on the product label or product data sheet. PART 2 - PRODUCTS 2.1 LIQUID APPLIED PAINTS, STAINS AND FINISH COATS A. Reference Standard: I.C.I. Paints B. Manufacturers: Furnish materials from one of the following manufacturers, unless otherwise indicated: 1. Benjamin Moore Paint 2. I.C.I. Paints 3. M.A.B. Paints 4. Porter Paints 5. PPG Industries, Inc. 6. Pratt & Lambert 7. The Sherwin Williams Company C. General: 1. There is no attempt to define the physical properties and composition of the painting materials. Furnished product shall be the manufacturer’s equivalent to those specified. 2. Provide primer and topcoat listed by the manufacturer as compatible with the substrate indicated. a. Where conflict arises between manufacturer’s printed application recommendation and scheduled product listing, the manufacturer’s recommendations shall prevail, maintaining carrier type and gloss level indicated. 3. Prime walls scheduled to receive wallcoverings, using primer indicated on Painting Schedule for substrate, unless noted otherwise. D. Color Standard: 1. Colors shall match color selections indicated on the Finish Schedule 2. The use of paint manufacturer names in the Drawing Schedule “Finish Specifications” are for color selection only, and do not indicate selection of a particular manufacturer’s products. PART 3 - EXECUTION 3.1 PREPARATION OF SURFACES, GENERAL A. Protection: 1. Prior to all surface preparation and painting operations, completely mask, remove, or otherwise adequately protect all hardware, accessories, machined surfaces, nameplates, ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAINTING 09 91 00 - 5 tags on fire-rated doors and frames, lighting fixtures, and similar items in contact with painted surfaces but not scheduled to receive paint. B. Cleaning: 1. Before applying paint or other surface treatment, thoroughly clean all surfaces involved. a. Use cleaning methods and materials that limit the potential to contaminate or damage other surfaces. Remove and/or neutralize cleaning solutions in accordance with cleaning agent manufacturer’s recommendations and local environmental regulations. 2. Schedule all cleaning and painting so that dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces or other finished surfaces. C. Priming: 1. Spot prime all exposed nails and other metals that are to be painted with emulsion paints using a primer recommended by the manufacturer of the coating systems. 2. Primer is not required at new gypsum drywall that has received primer/surfacer, unless required by manufacturer of finish coating. 3.2 PREPARATION OF WOOD SURFACES A. Smoothing: 1. Unless specifically noted to be rough, smooth all finished wood surfaces exposed to view using graded sandpaper, successively from coarse to fine grades. a. Painted wood: minimum 150 grit b. Stained wood: minimum 220 grit B. Knots: 1. On small, dry, seasoned knots, thoroughly scrape and clean the surface and apply one coat of good quality knot-sealer before application of the priming coat or stain. C. Moisture content: 1. Do not proceed with the painting of wood surfaces until the moisture content of the wood is 12 percent or less. 3.3 PREPARATION OF METAL SURFACES A. Clean metal using chemical or mechanical methods recommended by the finish coat manufacturer for the metal substrate indicated. 1. Clean metal deck indicated to receive paint or fireproofing using SSPC SP-1 methods approved by deck manufacturer to remove surface oils and other contaminants detrimental to paint or fireproofing adhesion. 2. Clean structural steel and steel trusses and open-web joists indicated to receive finish paint using SSPC SP-1 methods approved by coating manufacturer to remove dirt, surface oils and other contaminants detrimental to paint or fireproofing adhesion. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAINTING 09 91 00 - 6 B. Where recommended, pretreat metal using chemical methods recommended by the finish manufacturer. 1. General: a. Apply, remove and dispose of chemical solutions in accordance with State and local environmental regulations. b. If treatment is performed at the project site, protect surrounding surfaces from contamination or detrimental effects from treatment chemicals. c. Clean, repair or replace, as required, materials damaged during metal pretreatment. 2. Galvanized metal: a. Clean all surfaces thoroughly with solvent until they are completely free from dirt, oil, and grease. b. Thoroughly treat the cleaned surface with phosphoric acid etch. c. Remove all excess etching solution and dry completely before application of paint. C. Other metals: 1. Thoroughly clean all surfaces until they are completely free from dirt, oil, and grease. 2. Allow to dry thoroughly before application of paint. D. Touch up damaged primer on items delivered with shop or prime coats, before application of finish coat. Touch-up with same material as shop primer. 3.4 PREPARATION OF GYPSUM DRYWALL AND PLASTER A. Coordination: 1. Ensure that dirt, dust, and other foreign matter have been removed. Ensure that all apparent deposits of spackling compound have been removed, taking care not to damage the paper cover of the gypsum drywall. 2. Spackle and lightly sandpaper scuffs, scratches, and nicks. 3.5 PREPARATION OF EXISTING PAINTED SURFACES A. Preparation 1. Remove dust, dirt, powdery residue, grease, oil, wax, or other contaminates. 2. Remove flaking or peeling paint and correct all defects. 3. Dull glossy old paints by light sanding. 4. Patch cracks and holes, sand smooth, and spot prime prior to finishing. 5. Feather edges at surface repairs. 3.6 FINISH APPLICATION A. General: 1. Paint all surfaces, except glass and similar items not finished and not called out as unfinished. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAINTING 09 91 00 - 7 a. Operating Parts: Do not paint moving parts of operating units, mechanical and electrical parts, such as valve and damper operators, linkages, sinkages, sensing devices, motor and fan shafts, and sprinkler heads, unless otherwise specified. 2. Paint all grilles and other pre-finished items where the factory finish is not in accordance with the “Painting Schedule” and color selection. 3. Allow 48 hours drying time before recoating. Modify the periods as recommended by the material manufacturer to suit adverse weather conditions. 4. Suction and hot spots shall be touched up after first coat has been applied. 5. Where preceding coat is not completely covered by finish coat or does not adequately hide underlying finishes or marks, apply additional coats at no additional cost to the Owner. 6. Finish coats shall be smooth and uniform, completely hiding undercoats. 7. Edges adjoining different colors or materials shall be sharp and clean with no overlap. 8. Touch-up or repainting of surfaces shall cover entire item, frame, or wall area. “Spot” touch-up work will not be permitted. 9. The Contractor shall use the primer best suited for the paint products scheduled under Part 3 of this Section, and for compatibility with the substrate. 10. Apply appropriate fire-retardant coating to items indicated to receive “fire retardant paint” or “fire retardant varnish”. B. Environmental conditions: 1. Do not apply paint in areas where dust is being generated. 2. Turpentine shall not be used in closed areas. 3. Temperature shall be maintained above 50˚F at all times. C. Defects: 1. Repair or fill defects between coats with appropriate fill material. 2. Sand and dust between coats to remove all defects visible to the unaided eye from a distance of five feet. D. Color of undercoats: 1. Each coat of paint shall be slightly darker than the preceding coat with all coats tinted toward the finish coat color. E. Identification of fire-rated construction and smoke-barrier walls: 1. Where fire-rated wall construction or smoke barrier walls are indicated on the Plans, paint wall rating a minimum of 6-inches above the ceiling line on each side of the wall. 2. Lettering shall be stencil applied, all capitals, level, and at a uniform height on each wall. 3. Letter height: 3-inches, minimum 4. Color: Black on light colored substrates, white or red on dark colored substrates. 5. Spacing: one label every 10 feet, maximum. Not less than one label per wall section, except at offsets less than 6 feet long. 6. Text: indicate hour rating and rating type. a. Example: 2-HR. FIRE b. Example: 1-HR FIRE AND SMOKE F. Identification of exterior wall construction with exterior applied air/moisture/vapor barrier: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAINTING 09 91 00 - 8 1. Where exterior wall construction with applied air/moisture/vapor retarder is indicated, paint wall notice a minimum of 6-inches above the ceiling line on the interior side of the wall in each room. 2. Lettering shall be stencil applied, all capitals, level, and at a uniform height on each wall. 3. Letter height: 2-inches, minimum 4. Color: Black on light colored substrates, white or red on dark colored substrates. 5. Spacing: one label every 20 feet, maximum. Not less than one label per wall section, except at offsets less than 6 feet long. 6. Text: “AIR/MOISTURE/VAPOR BARRIER ON EXTERIOR COMPLETELY SEAL SHEATHING PENETRATIONS” 3.7 FIELD QUALITY CONTROL A. General: 1. Dry film thickness (DFT): Per manufacturer’s printed recommendations and total not less than thickness indicated in manufacturer’s written application instructions . B. Site Tests: 1. Pre-application testing: a. Moisture Content: Periodically, minimum 1 time per week, test new substrates for acceptable moisture content levels before application of first coat. 1) Test masonry and concrete walls prior to application of first coat. a) Perform a minimum of one test for each wall type, age within one week, and exposure to the exterior. 2) Test wood indicated to receive paint finish 3) Test areas that have been wetted or show evidence of excessive moisture or condensation. a) Perform a minimum of one test for every 10 lineal feet of wall. b) Do not apply paints to surfaces whose moisture content exceeds paint manufacturers recommendations. 2. Periodically, minimum once daily for each painter, measure wet film thickness during application to verify required coating thickness, allowing a thickness reduction percentage equal to the non-solid percentage of the paint material being applied. 3. Verification testing: provide dry film thickness verification testing, when directed by the Architect/Engineer, using one of the following methods: a. Non-destructive: test meter capable of measuring the thickness of coatings on the substrate to be tested. 1) Calibrate meter in the presence of the Architect/Engineer prior to conducting tests. b. Destructive: “Tooke Dry Film Thickness Gauge 1) After testing, repair and touch up paint at test location to match surrounding surface. 4. Provide a log of all measurements taken; include the following information. Maintain log on-site and available for periodic review by the Architect/Engineer. a. Test date ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAINTING 09 91 00 - 9 b. Test location c. Manufacturer and type(s) of material being tested d. Moisture content e. Scheduled dry film thickness f. Measured wet or dry film thickness g. Test method h. Name of person conducting test 3.8 REINSTALLATION OF REMOVED ITEMS A. Following completion of painting in each space, promptly reinstall all items removed for painting, using only workmen skilled in the particular trade. 3.9 CLEANING A. General: 1. Prevent accidental spilling of paint materials, In the event of such spill, immediately remove all spilled material and the waste or other equipment used to clean up the spill, and wash the surface to its original undamaged condition, at no additional cost to the Owner. B. Prior to final inspection: 1. Upon completion of this portion of the Work, visually inspect all surfaces and remove all paint and traces of paint from surfaces not scheduled to be painted. 3.10 PAINTING SCHEDULE - GENERAL A. The products of I.C.I. Dulux Paints (I.C.I.) are used in this schedule, unless otherwise noted. B. Color selection: 1. Match color indicated on the Finish Schedule. C. Existing painted surfaces to be repainted: 1. A prime coat is not required if existing finish coverage is adequate, adhesion to the existing surface can be obtained without a primer or deglosser, and direct application without primer is permitted in the manufacturer’s written instructions. 2. The Contractor shall use the primer or surface treatment required to ensure a compatibility with both the existing surface and the new paint being used. 3. New paint finishes shall match existing adjacent finishes unless indicated otherwise. 3.11 PAINT SCHEDULE (LOW-ODOR, LOW-VOC LATEX PAINT) A. Approved products: Provide products listed, by one of the following manufacturers: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ PAINTING 09 91 00 - 10 1. Benjamin Moore; Pristine Eco Spec 2. I.C.I. Paints; Dulux Lifemaster 3. M.A.B. Paints; Enviro-Pure 4. Pittsburgh Paints; Pure Performance 5. The Sherwin Williams Company; ProGreen 200 B. New Surfaces to be painted: 1. Interior ferrous metals: (5 mil) a. 1 coat Trim Primer: I.C.I. Devflex #4020 b. 2 coats Water borne Semi-Gloss Enamel: I.C.I. Lifemaster-Pro #4216 2. Gypsum drywall partitions: a. 1 coat Primer Sealer: I.C.I. Dulux 9116 b. 2 coats Latex Eggshell Enamel: I.C.I. Dulux 9300 3. Gypsum drywall ceilings (3 mil) a. 1 coat Primer Sealer: I.C.I. Dulux 9116 b. 2 coats Latex Flat Enamel: I.C.I. Dulux 9100 C. Existing painted surfaces to be repainted: 1. Interior ferrous metals: a. 2 coats Water borne Semi-Gloss Enamel: I.C.I. Dulux 9200 2. Gypsum drywall partitions: a. 2 coats Latex Eggshell Enamel: I.C.I. Dulux 9300 3. Gypsum drywall ceilings: a. 2 coats Latex Flat Enamel: I.C.I. Dulux 9100 4. Insulated pipe covering: a. 2 coats Latex Semi-Gloss: I.C.I. Dulux 9200 END OF SECTION ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HIGH-PERFORMANCE COATINGS 09 96 00 - 1 SECTION 09 96 00 — HIGH-PERFORMANCE COATINGS PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Epoxy coatings for interior walls B. Related Sections: 1. Division 09 Section “Gypsum Board Assemblies” 2. Division 09 Section “Painting” 1.2 SUBMITTALS A. Product Data: 1. Submit brochures describing products and maintenance. 2. Furnish copies with Operating and Maintenance Manuals. B. Samples: 1. Submit color indicated on Interior Finish Plan 2. Upon selection of material colors by the Architect/Engineer, submit two (2) 3” x 5” minimum samples of each color and type of materials selected. C. Certification: 1. Submit certification that materials comply with specified codes and standards. 2. Furnish copies with Operating and Maintenance Manual. 1.3 QUALITY ASSURANCE A. Qualifications: 1. Pre-qualified applicators: a. G. Marlow and Associates (317) 784-1334 b. Engineering Flooring Inc. (317) 873-3112 570-5600 (Engineered Flooring) c. Indiana Desco (317) 247-4458 733-2400 d. Dixon Coatings (812) 376-0230 e. The Pangere Corporation (317) 487-1000 2. Applicator Qualification: a. Submit qualifications minimum 14 days prior to bid date for review. Qualifications shall include: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HIGH-PERFORMANCE COATINGS 09 96 00 - 2 1) Company information: Company name, address, telephone number, a brief history including significant dates, company officers, etc. Include a brief work history of key personnel. 2) Installations: a) Furnish information on installations of equivalent size, scope and complexity to the Work indicated. b) For each installation, indicate system manufacturer, system type, substrate, square footage applied, names of installation personnel, names and telephone numbers of general contractor and/or owners representative. 3) Names of proposed installation personnel and their specific experience. b. Approval will be indicated by Addendum. B. Codes and standards: 1. Comply with requirements of FS TTC-550c. 2. System shall be resistant to moisture, chemicals, abrasive cleaners, and stain. 3. All coating materials shall be by one manufacturer. 1.4 PRODUCT DELIVERY A. Deliver all materials in original, unopened containers with labels intact and legible at time of use. B. Store materials in heated area and in accordance with health, safety, and fire regulations. 1.5 PROJECT CONDITIONS A. Environment conditions: 1. Comply with manufacturer’s recommendations for conditions under which coating system can be applied. 2. Do not clean, prepare or paint surfaces on which condensation is evident or when environmental conditions may cause condensation to form on surfaces during finishing operations. 3. Maintain temperature and humidity levels during finishing work at a level to prevent condensation. 4. Apply paints within the temperature range acceptable to the manufacturer of the product, as listed on the product label or product data sheet. B. Protection: 1. Cover adjacent surfaces and the Work of other trades during application. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HIGH-PERFORMANCE COATINGS 09 96 00 - 3 PART 2 - PRODUCTS 2.1 MATERIALS A. Epoxy acrylic coating system: 1. Smooth, seamless, semi-gloss finish 2. Minimum 1.6 mils dry film thickness 3. 2-coat system over primer 4. Reference Standard: a. ICI Devoe Coatings “Tru-Glaze 4418” 5. Acceptable Manufacturers: a. ICI Devoe Coatings “ Tru-Glaze” b. M. A. B. Paints; “Ply-Tile 530” c. Pratt & Lambert; “Tech Guard” d. Pittsburgh Paints; “Pitt-Glaze WB” e. Sherwin-Williams Company; “Water-Based Catalyzed Epoxy” B. Color selection: 1. Match color indicated on the Finish Schedule. C. Primer: 1. Provide primer as specified, or compatible with finish system and substrate indicated, as recommended by manufacturer. PART 3 - EXECUTION 3.1 INSPECTION A. Substrate shall be properly cured and dry. B. Clean sub-surface of all contaminants. C. Examine surfaces for defects that cannot be corrected by procedures specified. D. Commencement of application implies acceptance of surface conditions. 3.2 APPLICATION A. All materials shall be applied in strict accordance with manufacturer’s recommendations and printed instructions. B. Epoxy acrylic coating systems: 1. For new drywall: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HIGH-PERFORMANCE COATINGS 09 96 00 - 4 a. First coat: Primer or sealer b. Second coat: Epoxy c. Third coat: Epoxy 2. For existing painted drywall: a. First coat: Primer or sealer b. Second coat: Epoxy 3. Allow a minimum of 12 hours, or additional time as directed by the coating manufacturer between coat applications. 3.3 FIELD QUALITY CONTROL A. General: 1. Apply all coatings to the dry film thickness (DFT) totaling the DFT of the specified coats as listed in manufacturer’s product data sheets. B. Site Tests: 1. Pre-installation testing for porous substrates: a. Moisture Content: Periodically test substrates for acceptable moisture content levels before application of first finish coat. 1) Test masonry and concrete walls prior to application of first coat. 2) Test areas that have been wetted or show evidence of excessive moisture or condensation. 2. Periodically measure wet film thickness during application to verify required coating thickness, allowing a thickness reduction percentage equal to the non-solid percentage of the paint material being applied. 3. Verification testing: provide dry film thickness verification testing, when directed by the Architect/Engineer, using one of the following methods: a. Non-destructive: test meter capable of measuring the thickness of coatings on the substrate to be tested. 1) Calibrate meter in the presence of the Architect/Engineer prior to conducting tests. b. Destructive: “Tooke Dry Film Thickness Gauge 1) After testing, repair and touch up paint at test location to match surrounding surface. 4. Provide a log of all measurements taken; include the following information. Maintain log on-site and available for periodic review by the Architect/Engineer. a. Test date b. Test location c. Manufacturer and type(s) of material being tested d. Moisture content e. Scheduled dry film thickness f. Measured dry film thickness g. Test method h. Name of person conducting test ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ HIGH-PERFORMANCE COATINGS 09 96 00 - 5 3.4 INSPECTION A. Testing: Where required by the Architect/Engineer, perform field verification tests of coating thickness in the presence of the Architect/Engineer and/or Owner’s Representative. 1. Non-destructive: a. Magnetic thickness gauge for metal substrates. b. Wet film thickness gauge during application. 2. Destructive: “Tooke Dry Film Thickness Gauge” to verify dry mil thickness. B. Patch, sand, smooth, and touch-up damaged finish surfaces. C. Recoat surface, corner to corner, if damage repair is apparent under designed lighting conditions. 3.5 CLEAN UP A. Remove all containers, drop cloths, excess materials, etc. B. Remove spills, over-spray, splashes, etc., from all finish surfaces. END OF SECTION Specialties Division 10 ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ WALL AND DOOR PROTECTION 10 26 00 - 1 SECTION 10 26 00 — WALL AND DOOR PROTECTION PART 1 - GENERAL 1.1 SUMMARY A. Section includes: 1. Protective wall covering. 2. Corner guards. 3. Coordination of blocking installation for wall protection. B. Related Sections: 1. Division 06 Section “Rough Carpentry”, for blocking. 2. Division 06 Section “Finish Carpentry”, for fabricated wood wall protection. 3. Division 06 Section “Architectural Woodwork”, wall protection and trim. 4. Division 08 Section “Door Hardware”, for door kickplates, mop plates and armor. 5. Division 09 Section “Gypsum Board Assemblies” 6. Division 09 Section “Wall Coverings” 7. Division 10 Section “Protective Wall Covering” 1.2 PERFORMANCE REQUIREMENTS A. Fire Resistance: 1. ASTM E 84 (Tunnel Test) or UL 723, Class A a. Flame spread: less than 25 b. Smoke developed: less than 450 2. Performance shall be certified by a nationally recognized testing laboratory. 1.3 SUBMITTALS A. Product Data: 1. Submit manufacturer’s descriptive literature describing materials, maintenance, and installation. B. Shop Drawings: 1. Manufacturers plan and elevation details indicating wall protection type, wall construction, wall framing and blocking, and other C. Samples: 1. Samples for Selection: Full range of actual color samples, 2 inch by 3 inch minimum 2. Samples for Verification: 8 inch by 10 inch minimum samples for each color selected.. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ WALL AND DOOR PROTECTION 10 26 00 - 2 D. Certification: 1. Submit certification that materials conform to compliance requirements of this specification. 2. Furnish copies with Operating Maintenance Manuals. 1.4 QUALITY ASSURANCE A. Code Compliance: Comply with the requirements of the following: 1. Indiana Building Code, accessibility provisions and for plastics used as trim. 2. Americans with Disabilities Act 1990 (ADA), Public Law 101-336. B. Single-source responsibility: 1. Provide wall and corner guards from a single manufacturer. 2. Provide wall and corner guards from the same manufacturer as wall protection specified in Division 10 Section “Protective Wall Covering”. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Reference standard: Unless otherwise indicated, model numbers specified are for products manufactured by: 1. Construction Specialties (C/S Group); Acrovyn Protective Wallcovering B. Acceptable manufacturers: 1. Balco Inc.; Wall Protection System 2. Construction Specialties; Acrovyn Wallcovering 3. InPro Corporation; IPC Door and Wall Protection Systems 4. Koroseal Wall Protection Systems; Korogard Wall Protection 5. Pawling Corporation; Pro-Tek 2.2 WALL COVERING A. Material: PVC sheet 1. Thickness: 0.040 inch 2. Finish: Matte finish, pebble grain 3. Color: a. Color shall be selected by the Architect/Engineer from manufacturer’s full range of colors and patterns. b. Color shall be integral throughout thickness. 4. Chemical resistance: a. ASTM D543, Type 1 Grade 2 rigid PVC chemical resistance 5. Acceptable products: Provide one of the following: ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ WALL AND DOOR PROTECTION 10 26 00 - 3 a. Balco Inc.; Wall Protection System b. Construction Specialties; Acrovyn Wallcovering c. InPro Corporation; IPC Door and Wall Protection Systems, Sanparrel rigid vinyl sheet. d. Koroseal Wall Protection Systems; Korogard Wall Protection e. Pawling Corporation; Pro-Tek B. Mounting Base: Continuous extruded aluminum and retainers, 0.063” (minimum) 2.3 CORNER GUARDS A. Standard: 1. Surface-mounted series: a. Single corners: SSM-20A (2” x 2”) b. Double corners (end of wall): SSM-25A (2” x 2”) 1) Filler strip of minimum 0.040” vinyl wall covering color matched to corner guards. c. 135 degree corner: SM-20M d. Retainer: Aluminum extrusion, full-height of guard. 2. Flush-mounted series: a. Single corners: FS-20 b. Double corners (End of Wall): FSC-25 3. Accessories: a. Prefabricated, color matched, top and bottom end caps, for both partial and full height applications. 2.4 ADHESIVE A. Non-flammable type as recommended by the manufacturer for substrate indicated. 2.5 ACCESSORIES A. Provide “factory formed” inside and outside corners (minimum 6” each leg). B. The “factory formed” corners shall be made from the same batch run as the sheet goods to ensure a color match. C. Provide manufacturer’s standard color matched top cap, vertical divider bar and inside corner trim. ST. VINCENT CARMEL HOSPITAL Carmel, Indiana Spine OR Room Renovations / Build Out BSA LifeStructures #04610072 ____________________________________________________________________________________ WALL AND DOOR PROTECTION 10 26 00 - 4 PART 3 - EXECUTION 3.1 INSTALLATION A. Preparation: 1. All substrates to which the wall covering is to be applied shall be dry, smooth, clean, and free of irregularities. B. General: 1. Install work of this section in strict accordance with manufacturer’s recommendations, using only approved mounting hardware, and locating all components firmly in place, level and plumb. C. Wall covering: 1. Apply adhesive and wall covering according to manufacturer’s instructions. 2. Provide good ventilation in work area. Limit spread of fumes beyond work area. 3. Vertical joints shall be a tight butt joint. 4. Scribe wall covering to projecting items, frames, and inside corners. 5. Provide corner trim at outside corners not protected by corner guards. D. Corner guards: 1. Coordinate installation with stud framing. 2. Corner guards shall be full height, unless noted otherwise on drawings. a. 1/16” below finished ceiling or bulkhead b. 1/16” above applied base 3. Adjust installed end caps as necessary to ensure tight seams. 4. Apply filler strip directly to wall surface with adhesive. 5. Surface mounted wall and corner guards shall be installed over applied wall finishes such as vinyl wallcovering (vinyl wallcovering shall run continuously under wall and corner guards). E. Cleaning: 1. Clean and repair all marks, abrasions, and scratches. 2. Replace any material which cannot be cleaned with new material from the same batch run. END OF SECTION 6. Hospital Environmental Services to wipe work surfaces with disinfectant. Class IV 1. Construct gypsum board/metal stud dust partition, extend and seal to ceiling. Consider performing after hours and isolate the area from the rest of the building, if possible, fol- lowing established procedures. 2. Post “DO NOT ENTER: CONSTRUCTION AREA” signs. 1. Cover construction waste before transport in covered containers fol- lowing guidelines above. 2. Do not remove barriers from work area until Owner’s Representative and Infection Control person in- spects completed project. 3. Remove barrier materials carefully Roll-up for disposal. 5. Transport debris to the outside sto- rage area using the following guide- lines; • Seal all waste in plastic bags or use a debris cart to transport waste to the storage area. • Transport debris during the hours of least activity in the building and along the most di- rect, but least congested route. • If using a debris cart, ensure the lid is tightly secured and the wheels are clean prior to exiting the work area. • If removing rolled plastic sheet- ing that cannot fit into the cart, ensure that the ends are sealed so no debris will fall out during transport to the storage area. This may be a two-person opera- tion. • If any debris is spilled outside of the work area, immediately wet- wipe the debris and seal in a bag. Contact Environmental Services if necessary for assistance or if required for sanitation. 6. Clean all tools and equipment before rect, but least congested route. • If using a debris cart, ensure the lid is tightly secured and the wheels are clean prior to exiting the work area. • If removing rolled plastic sheet- ing that cannot fit into the cart, ensure that the ends are sealed so no debris will fall out during transport to the storage area. This may be a two-person opera- tion. • If any debris is spilled outside of the work area, immediately wet- wipe the debris and seal in a bag. Contact Environmental Services if necessary for assistance or if required for sanitation. 6. Clean all tools and equipment before Construction Activity matrix (listed above) in STEP 3. Construction Classification (Class) Guidelines are procedures to control release(s) of airborne contaminants resulting from construction, demolition, or renovation activities. and may remove the contractor from the facility until acceptable attire is obtained by the contractor. Foot Protection Contractor/Vendor Orientation and Reference Manual/August 2007 9 Use of protective footwear is required when working in areas where there is danger of foot injuries due to falling and rolling objects, or objects piercing the sole, and where feet are exposed to electrical hazards. Contractors are responsible for providing appropriate protective footwear when working in conditions that require it. Footwear in which the protective properties have been compromised should be replaced. This could include footwear that has holes, cuts, rips or is soaked with chemicals. Footwear that has worn facility contact. Due to the varying nature and features of PPE, manufacturers' instructions should always be followed for the equipment in conjunction with the St. Vincent PPE policy to provide the best protection available. Any questions regarding the utilization of PPE should be directed to the supervisor of the department for which you are performing work or the Health and Safety Specialist. Eye and Face Protection Contractor/Vendor Orientation and Reference Manual/August 2007 8 Eye and Face Protection shall be used when exposed to eye or face hazards from blood or body fluid splashes, flying particles, molten metal, liquid chemicals, acids or caustic liquids, chemical gasses or vapors, or potentially injurious light radiation. Eye protection that provides side protection shall be used when there is a hazard from flying objects. Individuals involved in procedures that expose them to possible chemical splashes shall wear chemical protective goggles or an appropriate face shield. associate's lockout/tagout device will be the final device removed following equipment inspection before it is returned to operation. 4. All contractor lockout/tagouts will be documented by the controlling Facility Services associate in GroupWise and/or the Lockout/Tagout Manual located in the Facility Services Department. Contractor/Vendor Orientation and Reference Manual/August 2007 7 5. Equipment troubleshooting procedures requiring the equipment/system to be energized for diagnostic testing will not be locked-out or tagged during testing. considered physical hazards. This category also includes compressed gases and highly reactive chemicals. A product's capacity to cause a fire or an explosion is communicated to you through its label and the corresponding MSDS. An acute health hazard can be classified as an immediate health hazard, or one that is demonstrated after a single, brief exposure, with symptoms developing rapidly. Types of acute health hazards identified by the American National Standards Institute include: Corrosives: a chemical causing visible destruction of, or irreversible alterations in living tissue at the site of contact, by chemical action, e.g., acids and gluteraldehyde. Contractor/Vendor Orientation and Reference Manual/August 2007 6 Irritants: a chemical that causes reversible inflammation at the site of contact by chemical action, e.g., isopropyl alcohol, acetone. 3. Flammables must be stored in an approved cabinet or outside of the facility. 4. It is the responsibility of the individual contractor/vendor to be oriented as to the nearest fire escape route in relation to where they have been contracted to work. If necessary, contact the department that contracted the work for fire escape route information. HAZARD COMMUNICATION Introduction Contractor/Vendor Orientation and Reference Manual/August 2007 5 There are many chemicals in our work environment that could have harmful effects. Many of these chemicals are common, so we don't think about them as dangerous. 1. Biohazard labels or the color red for biohazards or infection waste; 2. Signs on rooms specifying restricted entry or required personal protective equipment. If you have questions about restrictions or requirements for entering a certain area of a facility, please consult with an associate in the area of the department for which you are working. FIRE SAFETY Procedure Contractor/Vendor Orientation and Reference Manual/August 2007 4 As each such occurrence is unique, the hospital relies upon the judgment of associates and contract employees to react in a manner most Confidentiality Patient medical and financial information, records and data to which you have knowledge and access during the course of work with St. Vincent is to be kept confidential. Confidentiality is a condition of work and confidential information shall not be disclosed to anyone under any circumstances, except the extent necessary to fulfill work requirements. The approval of a St. Vincent supervisor should be obtained before disclosing any information. Unauthorized disclosure of confidential information is grounds for disciplinary action, up to and including immediate dismissal and/or termination of contract. Parking Upon arrival at a St. Vincent facility, contractors should park in the following areas. Contractor/Vendor Orientation and Reference Manual/August 2007 3