MILTON HERSHEY SCHOOL

MILTON HERSHEY SCHOOL PROJECT MANUAL for KINDERHAUS SIDING UPGRADES & WORKSHOP ROOF REPLACEMENT PROJECT #21934 April 23, 2015 DIVISIONS 0 – 1 & TECHINICAL SPECIFICATIONS Owner: MILTON HERSHEY SCHOOL Facilities & Technical Services 1201 Homestead Lane Hershey, PA 17033 Architect: JOHN MILNER ARCHITECTS, inc. 104 Lakeview Drive Chadds Ford, PA 19317 www.johnmilnerarchitects.com Milton Hershey School Facilities & Technical Services INVITATION TO BID Milton Hershey School - Facilities and Technical Services 1201 Homestead Lane, Hershey, PA 17033 April 20, 2015 Owner: Milton Hershey School (MHS) – Facilities and Technical Services Contact: Brian Shaffer, Construction Manager - Civil/Arch. Milton Hershey School/Reynolds Phone: 717-520-3085 Email: shafferbr@mhs-pa.org Project: Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 Location: Milton Hershey School (Main Campus), Hershey, Derry Township, Pennsylvania. Bid Due Date: Bids for the aforementioned projects above are due not later than 2:00 p. m. on Thursday, May 14, 2015 at the FTS office at 1201 Homestead Lane, Hershey, PA 17033. Emailed and faxed bids will be accepted. Please email (preferred) or hand deliver bids to the attention of Brian Shaffer at shafferbr@mhs-pa.org with cc: to Dawn Risser at RisserD@mhs-pa.org, fax bids to (717) 520-3085. Bids will be accepted from invited bidders only. Please be advised that bid amounts are just one of several factors to be considered by the Owner in making an award. In no event shall a low bid create any contractual or other relationship between the Owner and the lowest bidder or give rise to any duty to award on the part of the Owner. No award of the contract will be made at the bid opening. Pre-Bid Conference: A pre-bid meeting / site visit will be held on Thursday, April 23, 2015. All invited bidders are encouraged to attend. Contractors are to meet promptly at 9:00 a.m. in Central Operations Facility, 1201 Homestead Lane, Hershey, PA in COF-Conference Room 117. A site visit is planned following the conclusion of the Pre-Bid Conference. One (1) set of Contract Documents (CD format) will be available during the pre-bid conference. A drawing deposit is not required. Summary of Work: The work includes removal of exterior wood siding and trim; application of spray foam insulation from the exterior side; installation of new sheathing and weather barrier; fabrication and installation of new composite siding and trim work to match existing; replacement of wood porch component; window replacement; window repairs, including replacement of broken panes, putty glazing, and sealing; field-rolled standing seam metal roofing; rubber membrane roofing; new gutters and downspouts; selective repointing of masonry; selective epoxy repair of deteriorated architectural wood elements; selective stripping of paint from wood elements; preparation and painting of composite, wood, and metal substrates; water cleaning and painting of existing composite elements to remain. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/20/2015 Invitation To Bid Page 1 of 3 Milton Hershey School Facilities & Technical Services Anticipated Schedule: Bid due date ...................................................................... .................. May 14, 2015 Contract Award ...................................................................................... May 22, 2015 Project Start Up/Kick Off Meeting .......................................................... May 26, 2015 Proposed Start ....................................................................................... May 26, 2015 Substantial Completion ................................................................. November 20, 2015 Contract Form: The form of contract utilized by Milton Hershey School is the AIA (A105), which will be administered by Milton Hershey School Facilities and Technical Services. Payment & Performance Bonds are not required. This is a non-prevailing wage job. MHS’s goal is to achieve 10% MBE/WBE participation on this project. MHS Prequalification Requirements: Bidders must have a current Contractor Qualification on file. This document will remain in force for 2 years from the submission date. If not, Bidder is required to complete and submit a MHS Prequalification Submission Requirement form as soon as possible. The Contractor Qualification must be current and/or submitted prior to the opening of bids for this project. Contact Dawn Risser at 717-520-3990 or RisserD@mhs-pa.org with any questions about this form or regarding status of the Contractor Qualification. Diversity Statement: The Milton Hershey School promotes full and open access to and participation by all elements of the work force for work being performed by third parties on its behalf. As part of this Bid Response, bidder is asked to define how you are actively seeking to obtain diversity in your work force. Additionally, your process for soliciting participation by minority and other disadvantaged business enterprises as appropriate for the work in question is requested. Should there be any questions pertaining to this invitation to bid, please contact Brian Shaffer at 717-520-3085 or Dawn Risser at 717-520-3990. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/20/2015 Invitation To Bid Page 2 of 3 Milton Hershey School Facilities & Technical Services Confirmation: To confirm your interest in bidding the 21934 - Kinderhaus Siding Upgrades & Workshop Roof Project, please return this Confirmation page: SEND REPLIES VIA EMAIL TO: Brian Shaffer (shafferbr@mhs-pa.org). Please return this CONFIRMATION by Wednesday, April 22, 2015. Company Name: Address: Contact Person: Phone Number(s): E-mail Address: (√ Check here) Interested in Bidding (√ Check here) NOT Interested in Bidding Should there be any questions pertaining to this invitation to bid, please contact Brian Shaffer at 717-520-3085 or Dawn Risser at 717-520-3990. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/20/2015 Invitation To Bid Page 3 of 3 Prequalification Submission Requirements To Become Prequalified for Consideration as a Prime Bidder to Milton Hershey School: Contractors must submit all of the following: A. Identify on corporate letterhead: 1. Firm's legal name 2. Federal ID Number 3. Pennsylvania Contractor Registration Number (if applicable) 4. Address 5. Phone number 6. Fax number 7. Corporate e-mail address 8. Work category 9. Registration or license numbers, if applicable 10. Number of years your company has been in business under its present business name 11. Average annual value of construction work performed during the last 5 years 12. Total value of work in progress and under contract 13. Desired project size (range) B. A current reviewed financial statement covering a one-year period. Accountant's Report and Notes must be included. C. PA and Interstate Experience Modification Rates (EMR) for three most current years on supporting documentation. D. References: Submit three (3) project references and/or three (3) A/E references for each trade category in which you want to prequalify. Do not repeat references. E. If your company is a minority or women business enterprise, submit the certification documentation for our records. F. Has your organization filed any law suits or requested arbitration with regard to construction contracts or are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers during the last 5 years? If yes, explain. INCOMPLETE PACKAGES WILL NOT BE CONSIDERED. Send submission information or inquiries via email to: Dawn Risser - Project Coordinator, Capital Projects Department risserd@mhs-pa.org Process typically requires two weeks. Do not wait until the last minute. All prime contractors are required to be prequalified and MUST be prequalified prior to bid opening. Contractors not meeting requirements will be notified by e-mail. Submission Requirements to Remain on the Prequalified List: It is the company’s responsibility to resubmit the above information every 2 years. Failure to submit may result in removal from the prequalified list. No reminders will be sent. SECTION 00001 TABLE OF CONTENTS PROJECT DOCUMENTS: DIVISION 0 - BIDDING AND CONTRACT REQUIREMENTS: 00000 Invitation to Bid 00000 MHS Prequalification Submission Requirements 00001 Table of Contents 00300 Bid Form Bid Form – Attachment A (Contractor Integrity) Bid Form – Attachment B (Non-Collusion Affidavit of Contractor) Bid Form – Attachment C (Non-Discrimination Clause) Bid Form – Attachment D (WBE/MBE Solicitation Form) 00500 Sample Agreement between Owner and Contractor – AIA A105-2007 DIVISION 1 - GENERAL REQUIREMENTS: 01010 Summary of Work 01010 Site Staging Plan 01010 Kinderhaus “Detour Plan” 01026 Unit Prices 01027 Application for Payment for all Contracts 01028 Change Order Procedures 01030 Alternates 01045 Cutting & Patching 01205 Daily Construction Reports Daily Construction Reports – Attachment (Project Daily Report) 01340 Shop Drawings, Product Data & Samples 01370 Schedule of Values 01375 Mock-Ups 01501 Safety 01505 MHS Contractor Policy MHS Contractor Safety Agreement 01510 Temporary Utilities &Facilities 01600 Material & Equipment 01701 Contract Closeout Procedures 01701 Example MHS - Material List 01710 Cleaning 01720 Project As-Built Documents 01730 Operation and Maintenance Data 01740 Warranties and Bonds MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00001 Page 1 of 2 SECTION 00001 TABLE OF CONTENTS TECHNICAL SPECIFICATIONS: 02122 Tree Canopy/Root Zone Protection 02930 Turf & Grasses 02931 Seed Mix – Fescue Blend 04 01 30 Masonry Repair Work 06 10 00 Rough Carpentry 06 20 13 Exterior Finish Carpentry 06 20 50 Exterior Wood Repair & Restoration 07 21 00 Thermal Insulation 07 25 00 Weather Barriers 07 53 23 EPDM Roofing 07 61 00 Sheet Metal Roofing and Flashing 07 71 00 Gutters & Downspouts 07 92 00 Joint Sealants 08 52 00 Wood Windows 08 80 00 Glass and Glazing 09 91 13 Exterior Painting PLANS: CS-1 CS-2 A1.1 A1.2 A1.3 A2.1 A2.2 A2.3 A2.4 A2.5 A3.1 A3.2 A4.1 A4.2 Cover Sheet List of Abbreviations Partial Roof Plan Partial Roof Plan Detail Plans & Details East Elevations West Elevation North & South Elevations Stair Tower & Out Building Elevations Third Addition North & South Elevation Wall Sections Details Window Details & Schedule Window Details DATED 4/23/15 4/23/15 4/23/15 4/23/15 4/23/15 4/23/15 4/23/15 4/23/15 4/23/15 4/23/15 4/23/15 4/23/15 4/23/15 4/23/15 END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00001 Page 2 of 2 Section 00300 BID FORM FOR Kinderhaus Siding Upgrades & Workshop Roof Replacement Project No. 21934 MILTON HERSHEY SCHOOL HERSHEY, PA Bid Due Date: May 14, 2015 Bid Due Time: 2:00 p.m. Bid from: (Name) ___________________________________________________________ (Address) _________________________________________________________ (Telephone) _______________________________________________________ (Contact Person) ___________________________________________________ Milton Hershey School Facilities & Technical Services 1201 Homestead Lane Hershey, PA 17033 In conformity with the Plans and Specifications as prepared by JOHN MILNER ARCHITECTS, inc., 104 Lakeview Drive, Chadds Ford, PA 19317 and Milton Hershey School, after an examination of the site and the Bidding and Contract Documents, the undersigned submits this proposal. It is hereby certified that the undersigned is the only person(s) interested in this proposal as Principal, and that the proposal is made without collusion with any person, firm or corporation. The Bidder submits herewith, as such, a Non-Collusion Affidavit in accordance with the provisions of the Pennsylvania Antibid-Rigging Act of October 28, 1983. Bidder guarantees that, if awarded contract, he/she will furnish and deliver all materials, tools, equipment, tests, transportation, secure all permits and licenses, do and perform all labor, supervision and all means of construction, pay all fees and do all incidental work, and to execute, construct and finish, in an expeditious, substantial and workmanlike manner, in accordance with the plans and specifications, to the complete satisfaction and acceptance of the Owner, for the Work of this Contract for the project Kinderhaus Siding Upgrades & Workshop Roof Replacement, Milton Hershey School, Hershey, Pennsylvania. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 1 of 18 Section 00300 BID FORM It is understood that the Owner, reserves the right to reject any or all proposals, or part thereof, or items therein and to waive technicalities required for the best interest of the Owner. Bidder submits this proposal with the understanding that the work for the Kinderhaus Siding Upgrades & Workshop Roof Replacement Project, shall be substantially completed on or before the dates provided in Contract Documents. The time for completion of the work of all contracts shall be considered as of the essence of this Contract. The Contractor understands and agrees that TIME IS OF THE ESSENCE and all schedule dates are minimum performance dates. Notwithstanding anything to the contrary contained in the Contract Documents, should the progress of the Project be ahead of schedule dates, the Contractor agrees to coordinate and complete its Work in accordance with the actual Project Progress and the actual pace of the Project without additional compensation. The bidder agrees that he/she will not assign his/her bid or any of his/her rights or interests thereunder without the written consent of the Owner. In the event of a discrepancy between the verbiage (words) and numbers entered here below, the verbiage shall govern. Diversity Statement: The Milton Hershey School promotes full and open access to and participation by all elements of the work force for work being performed by third parties on its behalf. As part of this Bid Response, bidder is asked to define how you are actively seeking to obtain diversity in your work force. Additionally, your process for soliciting participation by minority and other disadvantaged business enterprises as appropriate for the work in question is requested. Bid Withdrawal: This proposal is submitted with the definite understanding that it will not be withdrawn for a period of sixty (60) days after Bids are due, or any authorized postponement thereof. THE BID, as called for, is submitted as follows: BASE BID #1 – ALL WORK AT KINDERHAUS AND WORKSHOP: TO PROVIDE ALL WORK NECESSARY TO PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND ALL OTHER AS DEFINED WITHIN THESE BID DOCUMENTS – FOR THE CONTRACT AS NOTED ABOVE, FOR THE LUMP SUM OF: _____________________________________________________________________________ _____________________________________________Dollars ($ _______________________ ) PERCENTAGE OF MBE/WBE PARTICIPATION INCLUDED IN BASE BID: __________________% MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 2 of 18 Section 00300 BID FORM ALTERNATES (Refer to Specification Section 01030 Alternates for specifics regarding scopes of work): ALTERNATE #1A – Stainless Steel (High Roof & Low Porch) Remainder Low EPDM: a. High-slope roofing: Field-rolled, soldered 1” standing seam stainless steel roof on rosin paper over felt. b. Low-slope porch roofs: Field-rolled, seam-sealed 1” standing seam stainless steel roof over hi-temp ice & water underlayment. c. Remainder of Low-slope roofing excluded from this section. Refer to Section 075323 – EPDM Roofing ADD/DEDUCT Dollars ($_________________) ALTERNATE #1B - Stainless Steel (High Roof & Low Porch & Remainder Low): a. High-slope roofing: Field-rolled, soldered 1” standing seam stainless steel roof on rosin paper over felt. b. Low-slope roofing where indicated, including porch roofs: Field-rolled and soldered flat seam stainless steel roof on rosin paper over felt. ADD/DEDUCT Dollars ($_________________) ALTERNATE #2A – Lead Coated Copper (High Roof & Low Porch) Remainder Low EPDM: a. High-slope roofing: Field-rolled soldered 1” standing seam lead-coated copper roof on rosin paper over felt. b. Low-slope porch roofs: Field-rolled seam-sealed 1” standing seam lead-coated copper roof over hi-temp ice & water underlayment. c. Remainder of Low-slope roofing excluded from this section. Refer to Section 075323 – EPDM Roofing. ADD/DEDUCT Dollars ($_________________) MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 3 of 18 Section 00300 BID FORM ALTERNATE #2B - Lead Coated Copper (High Roof & Low Porch & Remainder Low): a. High-slope roofing: Field-rolled, soldered 1” standing seam lead-coated copper roof on rosin paper over felt. b. Low-slope roofing where indicated, including porch roofs: Field-rolled and soldered flat seam lead-coated copper roof on rosin paper over felt. ADD/DEDUCT Dollars ($_________________) UNIT PRICES: Masonry re-pointing of 25 additional LF $____________/25LF Masonry re-pointing of 50 additional LF $____________/50LF Epoxy Patching of Woodwork (Spec 062050 1.5 A.1.) $____________/SI Epoxy Consolidation of Woodwork (Spec 062050 1.5 A.2.) $____________/SI Dutchman Repair of Woodwork (Spec 062050 1.5 A.3.) $____________/each Replacement of lumber roof decking, per board foot. (Spec 06 10 00 1.1 A. 1.) $____________/BD FT ANTICIPATED SCHEDULE: Bid due date ...................................................................... .................. May 14, 2015 Contract Award ...................................................................................... May 22, 2015 Project Start Up/Kick Off Meeting .......................................................... May 26, 2015 Proposed Start ....................................................................................... May 26, 2015 Substantial Completion ................................................................. November 20, 2015 MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 4 of 18 Section 00300 BID FORM LIST OF SUBCONTRACTORS: Bidder agrees to partner with ONE (1) of the following subcontractors in EACH discipline as applicable to the project scope, if bidder elects NOT to self-perform work. List the discipline and the subcontractor: DISCIPLINE: SUBCONTRACTOR: MHS PREQUALIFICATION REQUIREMENTS: Bidder must have a current Contractor Qualification on file. This document will remain in force for 2 years from the submission date. If not, Bidder is required to complete and submit a MHS Prequalification Submission Requirement form as soon as possible. The Contractor Qualification must be current and/or submitted prior to the opening of bids for this project. Contact Dawn Risser at 717-520-3990 or RisserD@mhs-pa.org with any questions about this form or regarding status of the Contractor Qualification. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 5 of 18 Section 00300 BID FORM LABOR RATE SCHEDULE STRAIGHT TIME RATES (Hourly Rates) – Provide rates for all Labor Types for all disciplines Labor Type Base Labor Rate Soc. Secy. Tax Unemployment Tax Federal Excise Tax Workman’s Comp. P/L & P/D/Ins Benefits Overhead/Profit Other * TOTAL $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Labor Type Base Labor Rate Soc. Secy. Tax Unemployment Tax Federal Excise Tax Workman’s Comp. P/L & P/D/Ins Benefits Overhead/Profit Other * TOTAL $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Labor Type Base Labor Rate $ $ $ $ Soc. Secy. Tax $ $ $ $ Unemployment Tax $ $ $ $ Federal Excise Tax $ $ $ $ Workman’s Comp. $ $ $ $ P/L & P/D/Ins $ $ $ $ Benefits $ $ $ $ Overhead/Profit $ $ $ $ Other * $ $ $ $ TOTAL $ $ $ $ *Explanation for “Other” _______________________________________________________ MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 6 of 18 Section 00300 BID FORM LABOR RATE SCHEDULE OVERTIME RATES (Hourly Rates) - Provide rates for all Labor Types for all disciplines Labor Type Base Labor Rate Soc. Secy. Tax Unemployment Tax Federal Excise Tax Workmen’s Comp. P/L & P/D/Ins. Benefits Overhead/Profit Other * TOTAL $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Labor Type Base Labor Rate Soc. Secy. Tax Unemployment Tax Federal Excise Tax Workmen’s Comp. P/L & P/D/Ins. Benefits Overhead/Profit Other * TOTAL $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Labor Type Base Labor Rate $ $ $ $ Soc. Secy. Tax $ $ $ $ Unemployment Tax $ $ $ $ Federal Excise Tax $ $ $ $ Workmen’s Comp. $ $ $ $ P/L & P/D/Ins. $ $ $ $ Benefits $ $ $ $ Overhead/Profit $ $ $ $ Other * $ $ $ $ TOTAL $ $ $ $ *Explanation for “Other” _______________________________________________________ MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 7 of 18 Section 00300 BID FORM ATTACHMENTS: The following Documents are attached and are made a condition of this Bid: a. Contractor Integrity statement - Attachment A. b. Non-collusion Affidavit - Attachment B. c. Non-discrimination clause – Attachment C. d. MBE/WBE Participation Form – Attachment D. ACCEPTANCE OF ADDENDA: In submitting this proposal, I have received and included in this bid, the instructions and information contained in the following Addenda: Addendum No. ____________ Dated __________________________ ____________ __________________________ ____________ __________________________ ____________ __________________________ MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 8 of 18 Section 00300 BID FORM SIGNATURES: The Undersigned here certifies that this Proposal is genuine and not a sham, collusive or fraudulent or made in the interest of or in behalf of any person, firm or corporation not herein named; and that the Undersigned has not, directly or indirectly, inducted or solicited any bidder to submit a sham bid, or any other person, firm or corporation from bidding, and that the Undersigned has not, in any manner, sought by collusion to secure for himself/herself any advantage over any other Bidder. _____________________________________________ (Individual Bidder) _____________________________________________Seal WITNESS _____________________________________________ Trading and doing business as: ______________________________________________ Business Address: _________________________________________________________  If a fictitious trade name is employed in the conduct of business, insert such name and complete appropriate, by deletion, the following sentence: The foregoing fictitious trade name (has) (has not) been registered under Pennsylvania Law. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 9 of 18 Section 00300 BID FORM ______________________________________________ (Partnership Bidder) ______________________________________________Seal WITNESS ____________________________________ ________________________________Seal Partner ____________________________________ ________________________________Seal Partner ____________________________________ ________________________________Seal Partner Business Address: _________________________________________________________ ** If a fictitious or trade name is employed in the conduct of business, insert such name and complete, as appropriate, by deletion, the following statement: The foregoing fictitious or trade name (has) (has not) been registered under Pennsylvania law. Complete, as appropriate, the following statement: The Partners constituting the Partnership are: ___________________________________ _____________________________________ ___________________________________ _____________________________________ MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 10 of 18 Section 00300 BID FORM ______________________________________________________ (Corporate Bidder) ***____________________________________________________ (Name of Corporation) By: ___________________________________________________ (Vice) President ATTEST: ____________________________________________________ (Asst.) Secretary (Corporate Seal) Business Address: __________________________________________________________ OR (If appropriate) ________________________________________________________ (Name of Corporation) WITNESS ____________________________________ ***By:_________________________________ Authorized Representative Business Address: __________________________________________________________ *** Complete, as appropriate, the following statement: The Corporation has been organized and is existing under the Laws of the _________________________of__________________________ (State/commonwealth) (State) *** Attach appropriate proof, dates as of the date of the Proposal, evidence authority to execute in behalf of the Corporation in accordance with requirements of the Contract Documents. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 11 of 18 Section 00300 BID FORM BID FORM – ATTACHMENT A Contractor Integrity , hereinafter referred to as the CONTRACTOR, agrees to and certifies that: 1. DEFINITIONS A. "Confidential information" means information that is not public knowledge, or available to the public on request, disclosure of which would have an unfair, unethical, or illegal advantage to another desiring to contract with the Owner. B. "Consent" means written permission is signed by a duly authorized officer or employee of the Owner, provided that where the material facts have been disclosed, in writing, by prequalification, bid, proposal, or contractual terms, the Owner shall be deemed to have consented by virtue of execution of this agreement. C. "Contractor" means the individual or entity that has entered into this agreement with the Owner, including directors, officers, partners, managers, key employees, and owners of more than a five (5) percent interest. D. "Financial Interest" means: i. Ownership of more than five (5%) percent interest in any business; or ii. Holding a position as an officer, director, trustee, partner, employee, or the like, or holding any position of management. E. "Gratuity" means any payment of more than nominal monetary value in the form of cash, travel, entertainment, gifts, meals, lodging, loans, subscriptions, advances, deposits of money, services, employment, or contracts of any kind. 2. The CONTRACTOR shall maintain the highest standards of integrity in the performance of his agreement and shall take no action in violation of state or federal laws, regulations, or other requirements that govern contracting with the Owner. 3. The CONTRACTOR shall not disclose to others any confidential information gained by virtue of this agreement. 4. The CONTRACTOR shall not, in connection with this or any other agreement with the Owner, directly or indirectly, offer, confer, or agree to confer any pecuniary benefit on anyone as consideration for the decision, opinion, recommendation, vote, other exercise of discretion, or violation of a known legal duty by any officer or employee of the Owner. 5. The CONTRACTOR shall not, in connection with this or any other agreement with the Owner, directly or indirectly, offer, give, or agree or promise to give to anyone any gratuity for the benefit of or at the direction or request of any officer or employee of the Owner. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 12 of 18 Section 00300 BID FORM 6. Except with the consent of the Owner, neither the CONTRACTOR nor anyone in privity with the CONTRACTOR shall accept or agree to accept from, or give or agree to give to, any person, any gratuity from any person in connection with the performance of work under this agreement except as provided therein. 7. Except with the consent of the Owner and, the CONTRACTOR shall not have a financial interest in any other contractor, subcontract, or supplier providing services, labor, or material on this project. 8. The CONTRACTOR, upon begin informed that any violation of these provisions has occurred or may occur, shall immediately notify the Owner in writing. 9. The CONTRACTOR, by execution of this agreement and by the submission of any bills or invoices for payment pursuant thereto, certifies and represents that the CONTRACTOR has not violated any of these provisions. 10. The CONTRACTOR shall, upon request of the Office of State Inspector General or the Owner, reasonably and promptly make available to that office and its representatives, for inspection and copying, all business and financial records of the CONTRACTOR of, concerning, and referring to this agreement with the Owner or which are otherwise relevant to the enforcement of these provisions. CONTRACTOR: By: WITNESS: State of County of Sworn and subscribed to before me this day Notary Public: My Commission Expires: of , 20_____ MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 13 of 18 Section 00300 BID FORM BID FORM – ATTACHMENT B Non-Collusion Affidavit of Contractor STATE OF PENNSYLVANIA COUNTY OF DAUPHIN ______________________________, being duly sworn, deposes and says that: 1. He is _____________________________ of _____________________________. (Owner, partner, officer, representative, or agent) (Company) the Bidder has submitted the attached Bid: 2. He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; 3. Such Bid is genuine and is not collusive or sham Bid; 4. Neither the said Bidder nor any if its officers, partners, owners, agents, representatives, employees or parties of interest, including the affiant, has, in any way, colluded, conspired, connived, or agreed to any of the following: A. To work directly or indirectly with any other Bidder, firm or person to submit this Bid. B. To collude in any way to submit or to have submitted a sham Bid for the Contract for which this Bid has been submitted. C. To collude in any way to prevent another Bidder from bidding for the work of this Contract. D. To agree, collude, communicate or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid, or in the Bids of any other Bidder. E. To fix any overhead, profit or cost element of the Bid price or the Bid price of any other Bidder. F. To secure through any collusion, conspiracy, connivance or unlawful agreement any advantage against the County of Dauphin (owner) or any person(s) in the proposed Contract. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 14 of 18 Section 00300 BID FORM 5. The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interest including this affiant. ______________________________/S/ _____________________________Title Subscribed and sworn to before me this _______day of _______________20__. BY:______________________________ TITLE:___________________________ MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00300 Page 15 of 18 Section 00300 BID FORM BID FORM – ATTACHMENT C Non-Discrimination Clause , hereinafter referred to as the CONTRACTOR, agrees as follows: 1. CONTRACTOR shall not discriminate against any employee, applicant for employment, independent contractor, or any other person because of race, color, religious creed, ancestry, national origin, age or sex. Contractor shall take affirmative action to insure that applicants are employed, and that employees or agents are treated during employment, without regard to their race, color, religious creed, ancestry, national origin, age or sex. Such affirmative action shall include, but is not 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. CONTRACTOR shall post in conspicuous places, available to all employees, agents, and applicants for employment and other persons, a notice to be provided by the contracting agency setting forth the provisions of the non-discrimination clause. 2. CONTRACTOR shall, in advertisement or requests for employment placed by it or on its behalf, state that all qualified applicants will receive consideration for employment without regard to race, color, religious creed, ancestry, national origin, age or sex. 3. CONTRACTOR shall send each labor union or worker's representative with which it has a collective bargaining agreement or other contract or understanding, a notice advising said labor union or workers' representative of its commitment to this non-discrimination clause. Similar notice shall be sent to every other source of recruitment regularly utilized by the CONTRACTOR. 4. It shall be no defense to a finding of non-compliance with the Contract Compliance Regulations Commission or this non-discrimination clause that CONTRACTOR had delegated some of its employment practices to any union, training program, or other source of recruitment, which prevents it from meeting its obligations. However, if the evidence indicates that the CONTRACTOR was not on notice of the third-party discrimination or made a good faith effort to correct it, such factor shall be considered in mitigation in determining appropriate sanctions. 5. Where the practices of a union or any training program or other source of recruitment will result in the exclusion of minority group persons, so that the CONTRACTOR will be unable to meet its obligations under the Contract Compliance Regulations issued by the Pennsylvania Relations Commission or this non-discrimination clause, CONTRACTOR shall then employ and fill vacancies through other non-discriminatory employment procedures. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof / #21934 4/23/2015 Section 00300 Page 16 of 18 Section 00300 BID FORM 6. CONTRACTOR shall comply with the Contract Compliance Regulations of the Pennsylvania Human Relations Commission, 16 PA Code Chapter 49 and with all state and federal laws prohibiting discrimination in hiring or employment opportunities. In the event of the CONTRACTOR'S non-compliance with the non-discrimination clause of this CONTRACT, or with any such laws, this CONTRACT may, after hearing and adjudication, be terminated or suspended, in whole or in part, and the CONTRACTOR may be declared temporarily ineligible for further contracts and other such sanctions may be imposed and remedies invoked as provided by the Contract Compliance Regulations. 7. CONTRACTOR shall furnish all necessary employment documents and records to, and permit access to its books, records and accounts by, the contracting agency, the Office of Administration, Bureau of Affirmative Action, and the Human Relations Commission for purposes of investigation to ascertain compliance with the provision of the Contract Compliance Regulations, pursuant to 49.35 of this title (relating to information concerning compliance by contractors). If CONTRACTOR does not possess documents or records reflecting the necessary information requested, it shall furnish such information on reporting forms supplied by the contracting agency, the Bureau of Affirmative Action or the COMMISSION. 8. CONTRACTOR shall actively recruit minority subcontractors or subcontractors with substantial minority representation among their employees. 9. CONTRACTOR shall include the provisions of this nondiscrimination clause in every subcontract, so that such provisions will be binding upon each subcontractor. 10. The terms used in this non-discrimination clause shall have the same meaning as in the Contract Compliance Regulations issued by the Pennsylvania Human Relations Commission, 16 PA Code Chapter 49. 11. CONTRACTOR obligations under this clause are limited to the CONTRACTOR'S facilities within Pennsylvania, or, where the CONTRACT is for the purchase of goods manufactured outside of Pennsylvania, the facilities at which such goods are actually produced. CONTRACTOR: By: WITNESS: State of County of Sworn and subscribed to before me this day Notary Public: My Commission Expires: of , 20 MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 . Section 00300 Page 17 of 18 Section 00300 BID FORM BID FORM - ATTACHMENT D WBE/MBE SOLICITATION FORM Prime Contract: Bidder's (Company) Name: Company Name/Address/Telephone No. & Contact Person Contact Date WBE MBE Scope of work to be performed and/or (yes/no) (yes/no) material to be supplied Total costs $$ Are costs included in base bid (yes/no) END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof / #21934 4/23/2015 Section 00300 Page 18 of 18 SECTION 00500 AGREEMENT BETWEEN OWNER AND CONTRACTOR AIA A105 This is a SAMPLE AIA Document: There is no implied permission to reproduce this document. The original document purchased by the user is intended to be consumed in the course of this project. This section contains sixteen (16) pages, not including this cover page. END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 00500 Page 1 of 1 ® TM AIA Document A105 – 2007 Standard Form of Agreement Between Owner and Contractor for a Residential or Small Commercial Project Editing Template CAUTION: Take care not to remove or otherwise edit Project Data fill-point areas (Basic Information, Contract Details and Project Team) when making edits to this document. AGREEMENT made as of the « » day of « » in the year « » (In words, indicate day, month and year.) BETWEEN the Owner: (Name, legal status, address and other information) « Milton Hershey School »« » « 1201 Homestead Lane » « Hershey, PA 17033 » « » and the Contractor: (Name, legal status, address and other information) « « « « »« » » » » ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. State or local law may impose requirements on contracts for home improvements. If this document will be used for Work on the Owner’s residence, the Owner should consult local authorities or an attorney to verify requirements applicable to this Agreement. for the following Project: (Name, location and detailed description) « » « » « » The Architect: (Name, legal status, address and other information) « « « « »« » » » » The Owner and Contractor agree as follows. ELECTRONIC COPYING of any portion of this AIA® Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 1 TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION DATE 3 CONTRACT SUM 4 PAYMENT 5 INSURANCE 6 GENERAL PROVISIONS 7 OWNER 8 CONTRACTOR 9 ARCHITECT 10 CHANGES IN THE WORK 11 TIME 12 PAYMENTS AND COMPLETION 13 PROTECTION OF PERSONS AND PROPERTY 14 CORRECTION OF WORK 15 MISCELLANEOUS PROVISIONS 16 TERMINATION OF THE CONTRACT 17 OTHER TERMS AND CONDITIONS ARTICLE 1 THE CONTRACT DOCUMENTS § 1.1 The Contractor shall complete the Work described in the Contract Documents for the Project. The Contract Documents consist of .1 this Agreement signed by the Owner and Contractor; .2 the drawings and specifications prepared by the Architect, dated « » , and enumerated as follows: Drawings: Number Title Date Specifications: Section Title Pages .3 addenda prepared by the Architect as follows: Number Date .4 written orders for changes in the Work issued after execution of this Agreement; and Pages AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 2 .5 other documents, if any, identified as follows: « Labor Rate Schedules submitted with Contractor’s bid (straight time rates and overtime rates) -- to be used for the purpose of pricing Modifications only. » In the event of conflicts, inconsistencies or discrepancies within or among the Contract Documents, the Contractor shall resolve the conflicts, inconsistencies and discrepancies by giving priority to the Contract Documents in the following order (highest priority given to #1 and lowest priority given to #7): 1. 2. 3. 4. 5. 6. 7. A written order for changes in the Work issued after execution of this Agreement This Agreement Addenda, with those of later date taking precedence over those of earlier date Applicable portions of Specifications – Divisions 0 -1 Specifications – Divisions 2 – 18 Drawings Other Contract Documents Notwithstanding the foregoing, in cases of conflicts, inconsistencies or discrepancies within or among the Contract Documents, the Contractor shall provide the better quality of Work, as determined and directed by the Owner, and the greater quantity of Work. ARTICLE 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION The number of calendar days available to the Contractor to substantially complete the Work is the Contract Time. The date of commencement of the Work shall be the date of this Agreement unless otherwise indicated below. The Contractor shall substantially complete the Work, no later than « » ( « » ) calendar days from the date of commencement, subject to adjustment as provided in Article 10 and Article 11. (Insert the date of commencement, if it differs from the date of this Agreement.) « » ARTICLE 3 CONTRACT SUM § 3.1 Subject to additions and deductions in accordance with Article 10, the Contract Sum is: « » ($ « » ) § 3.2 For purposes of payment, the Contract Sum includes the following values related to portions of the Work: (Itemize the Contract Sum among the major portions of the Work.) Portion of Work Value § 3.3 Unit prices, if any, are as follows: (Identify and state the unit price; state the quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price per Unit ($ 0.00) § 3.4 Allowances included in the Contract Sum, if any, are as follows: (Identify allowance and state exclusions, if any, from the allowance price.) Item Price § 3.5 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 3 « » § 3.6 The Contract Sum shall include all items and services necessary for the proper execution and completion of the Work. ARTICLE 4 PAYMENT § 4.1 Based on Contractor’s Applications for Payment certified by the Architect, the Owner shall pay the Contractor, in accordance with Article 12, as follows: (Insert below timing for payments and provisions for withholding retainage, if any.) « » § 4.2 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate below, or in the absence thereof, at the legal rate prevailing at the place of the Project. « Simple interest at the annual rate of six percent (6%) » « » ARTICLE 5 INSURANCE § 5.1 The Contractor shall provide Contractor’s general liability and other insurance as follows: (Insert specific insurance requirements and limits.) Type of insurance Limit of liability ($ 0.00) § 5.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor’s operations and completed operations under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by a Sub-subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: .1 Claims under workers’ compensation, disability benefit and other similar employee benefit acts which are applicable to the Work to be performed (all entities performing Work at the site who are exempt from coverage requirements of those acts on account of number of employees, occupation, or any other reason, shall maintain voluntary coverage at the same limits specified for mandatory coverage); .2 Claims for damages because of bodily injury, occupational sickness or disease, or death of the Contractor’s employees; .3 Claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor’s employees; .4 Claims for damages insured by usual personal injury liability coverage; .5 Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; .6 Claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance or use of a motor vehicle; and .7 Claims for bodily injury or property damage arising out of completed operations; .8 Claims involving contractual liability insurance applicable to the Contractor’s obligations under Section 8.12. Liability insurance shall include all major divisions of coverage and shall be on a comprehensive basis including: • Premises-Operations (includes X, C and U as applicable). • Independent Contractors. • Products and Completed Operations. • Personal Injury Liability with Contractual Liability Exclusion deleted. • Contractual, including specified provision of Contractor’s obligations under Section 8.12. • Owned, Non-owned, and Hired Motor Vehicles. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 4 • Broad Form Property Damage including Completed Operations. • Umbrella Excess Liability. If the General Liability coverages are provided by a Commercial General Liability Policy on a claims made basis, the policy date or retroactive date shall predate the Contract; the termination date of the policy or applicable extended reporting period shall be no earlier than the termination date of coverages required to be maintained after final payment, certified in accordance with subsection 12.6.2. § 5.1.2 The insurance required by Section 5.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. Coverages, whether written on an occurrence or claims-made basis, shall be maintained without interruption from the date of commencement of the Work until the date of final payment and termination of any coverage required to be maintained after final payment and, with respect to the Contractor’s completed operations coverage, until the expiration of the period for correction of Work or for such other period for maintenance of completed operations coverage as specified in the Contract Documents. § 5.1.2.1 Unless otherwise required in the Contract Documents, the insurance required by Subsection 5.1.1 shall be written for not less than the greater of the following limits, or the limits required by law; For the duration of the Contract, the Contractor and each Subcontractor and Sub-subcontractor shall, at their own expense, purchase and maintain in a company or companies licensed to do business in the Commonwealth of Pennsylvania, statutory Workers’ Compensation insurance, including Occupation Disease coverage, as required by the laws of the Commonwealth of Pennsylvania and Employer’s Liability Insurance with limits not less than the following: Workers’ Compensation - Amounts and coverage as required by the laws of the Commonwealth of Pennsylvania. Employer’s Liability: $500,000.00 each accident $500,000.00 disease [Policy Limit] $500,000.00 disease [Each Employee] For the duration of the Contract, the Contractor and each Subcontractor and Sub-subcontractor shall, at their own expense, purchase and maintain in a company or companies licensed to do business in the Commonwealth of Pennsylvania, Comprehensive or Commercial General Liability Insurance, with limits not less than the following: Per Occurrence Limit: $1,000,000.00 Products and Completed Operations General Aggregate Limit: $2,000,000.00 Personal and Advertising Limit: $1,000,000.00 Fire Damage (Any one Fire): $ 300,000.00 Medical Payments (Each Person): $ 5,000.00 Products and Completed Operations coverage shall be maintained for two (2) years after final payment. Provide a "Project Aggregate" CG 25 03 endorsement for all insurance policies. Umbrella or Excess Liability: $3,000,000.00 each occurrence/aggregate for all Contracts; $10,000 retention for selfinsured hazards, each occurrence. For the duration of this Contract, the Contractor and each Subcontractor and Sub-subcontractor shall, at their own expense, purchase and maintain in a company or companies licensed to do business in the Commonwealth of Pennsylvania, Comprehensive Automobile Liability Insurance, with limits of coverage not less than a combined single limit of $1,000,000.00. Coverage shall include "non-owned" and "hired" automobiles. § 5.1.2.2 The coverage afforded under these policies shall not be canceled, non-renewed, materially changed, or the limits reduced without a minimum of 30 days prior written notice, by certified mail, being given to the Owner. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 5 § 5.1.3 Certificates of insurance acceptable to the Owner shall be submitted to the Owner prior to commencement of the Work and thereafter upon renewal or replacement of each required policy of insurance. These certificates and the insurance policies required by this Section 5.1 shall contain a provision that coverages afforded under the policies will not be canceled, nonrenewed or allowed to expire or limits reduced until at least 30 days’ prior written notice has been given to the Owner. An additional certificate evidencing continuation of liability coverage, including coverage for completed operations, shall be submitted with the final Application for Payment as required by Section 12.6.2 and thereafter upon renewal or replacement of such coverage until the expiration of the time required by Section 5.1.2. Information concerning reduction of coverage shall be furnished by the Contractor with reasonable promptness. § 5.1.3.1 Certificates of insurance shall be ACORD Form 25S, amended as required to comply with the Contract Documents. Furnish two (2) copies of certificates herein required; furnish two (2) copies of any endorsements that are subsequently issued amending coverages or limits; and furnish two (2) copies of certificates at time of policy renewal indicating such renewal. § 5.1.4 The Contractor shall cause the commercial liability, automobile liability and umbrella or excess liability coverage required by the Contract Documents to include (1) the Owner, the Architect, and the Architect’s consultants as additional insureds for claims caused in whole or in part by the Contractor’s negligent acts or omissions during the Contractor’s operations; and (2) the Owner as an additional insured for claims caused in whole or in part by the Contractor’s negligent acts or omissions during the Contractor’s completed operations. §5.1.5 The limits specified herein are minimum requirements and shall not be construed in any way as limits of liability or as constituting acceptance by the Owner of responsibility for deductibles applicable to any insurance. No acceptance and/or approval of any insurance or insurance certificates by the Owner or Architect shall relieve the Contractor from any liability or obligation imposed by the provisions of the Contract Documents. §5.1.6 The insurance carriers from which the Contractor, Subcontractor and Sub-subcontractor purchase insurance coverage shall have an "A-" or better rating plus a financial rating of VI or better with the A.M. Best Company (Key Rating Guide-Latest Edition). § 5.2 The Owner shall provide property insurance to cover the value of the Owner’s property, including any Work provided under this Agreement. The Contractor is entitled to receive an increase in the Contract Sum equal to the insurance proceeds related to a loss for damage to the Work covered by the Owner’s property insurance. § 5.3 The Contractor shall obtain an endorsement to its general liability insurance policy to cover the Contractor’s obligations under Section 8.12. § 5.4 Each party shall provide certificates of insurance showing their respective coverages prior to commencement of the Work. § 5.5 Unless specifically precluded by the Owner’s property insurance policy, the Owner and Contractor waive all rights against (1) each other and any of their subcontractors, suppliers, agents and employees, each of the other; and (2) the Architect, Architect’s consultants and any of their agents and employees, for damages caused by fire or other causes of loss to the extent covered by property insurance or other insurance applicable to the Work. ARTICLE 6 GENERAL PROVISIONS § 6.1 THE CONTRACT The Contract represents the entire and integrated agreement between the parties and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a written modification in accordance with Article 10. § 6.2 THE WORK The term “Work” means the construction and services required by the Contract Documents, and includes all other labor, materials, equipment and services provided, or to be provided, by the Contractor to fulfill the Contractor’s obligations. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 6 § 6.3 INTENT The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. § 6.4 OWNERSHIP AND USE OF ARCHITECT’S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS Documents prepared by the Architect are instruments of the Architect’s service for use solely with respect to this Project. The Architect shall retain all common law, statutory and other reserved rights, including the copyright. The Unless further authorized by the Owner, the Contractor, subcontractors, sub-subcontractors, and material or equipment suppliers are authorized to use and reproduce the instruments of service solely and exclusively for execution of the Work. The instruments of service may not be used for other Projects or for additions to this Project outside the scope of the Work without the specific written consent of the ArchitectOwner. Should the Contractor request and/or receive project information in an electronic format for its use in the execution of the Work, it is understood that the electronic files provided are for informational purposes only and do not necessarily represent a final and/or complete design of the Project and its systems. Contractor shall not be entitled to rely on the accuracy of the information provided and, instead, shall verify all information and actual Project conditions. Neither the Owner nor the Architect shall be responsible for the information contained on the electronic files or subsequent use thereof. The Owner and the Architect caution any user of electronic files that subsequent changes may have been made to the Project and/or Contract Documents which are not reflected on the electronic files. Only final sealed drawings actually issued for construction represent an accurate record of the Architect’s design. To the fullest extent permitted by law, the Contractor agrees to protect, defend, indemnify and hold harmless the Owner, the Architect and their respective officers, directors, representatives, insurers, agents, employees, and assigns from any and all claims, losses, expenses (including reasonable attorneys fees and costs), damages, demands, suits and causes of action, whether at law or in equity, arising out of or related to the Contractor’s use of the electronic files, including, but not limited to, any errors, omissions, anomalies or variances therein. ARTICLE 7 OWNER § 7.1 INFORMATION AND SERVICES REQUIRED OF THE OWNER § 7.1.1 If requested by the Contractor, the Owner shall furnish all necessary surveys and a legal description of the site, if reasonably available. § 7.1.2 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, the Owner shall obtain and pay for other necessary approvals, easements, assessments and charges. § 7.2 OWNER’S RIGHT TO STOP THE WORK If the Contractor fails to correct Work which is not in accordance with the Contract Documents, the Owner may direct the Contractor in writing to stop the Work until the correction is made. § 7.3 OWNER’S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies, correct such deficiencies. In such case, the Contract Sum shall be adjusted to deduct the cost of correction from payments due the Contractor. § 7.4 OWNER’S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS § 7.4.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner’s own forces, and to award separate contracts in connection with other portions of the Project. § 7.4.2 The Contractor shall coordinate and cooperate with the Owner’s own forces and separate contractors employed by the Owner. § 7.4.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsible therefor. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 7 ARTICLE 8 CONTRACTOR § 8.1 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR § 8.1.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. § 8.1.2 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner. Before commencing activities, the Contractor shall (1) take field measurements and verify field conditions; (2) carefully compare this and other information known to the Contractor with the Contract Documents; and (3) promptly report errors, inconsistencies or omissions discovered to the ArchitectOwner. § 8.2 CONTRACTOR’S CONSTRUCTION SCHEDULE The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner’s and Architect’s information a Contractor’s construction schedule for the Work. § 8.3 SUPERVISION AND CONSTRUCTION PROCEDURES § 8.3.1 The Contractor shall supervise and direct the Work, using the Contractor’s best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work. § 8.3.2 The Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of subcontractors or suppliers for each portion of the Work. The Contractor shall not contract with any subcontractor or supplier to whom the Owner or Architect have made a timely and reasonable objection. § 8.4 LABOR AND MATERIALS § 8.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work. § 8.4.2 The Contractor shall enforce strict discipline and good order among the Contractor’s employees and other persons carrying out the Contract Work. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. § 8.5 WARRANTY The Contractor warrants to the Owner and Architect that: (1) materials and equipment furnished under the Contract will be new and of good quality unless otherwise required or permitted by the Contract Documents; (2) the Work will be free from defects not inherent in the quality required or permitted; and (3) the Work will conform to the requirements of the Contract Documents. § 8.6 TAXES The Contractor shall pay sales, consumer, use and similar taxes that are legally required when the Contract is executed. The Owner is a nonprofit educational institution recognized as exempt from federal income tax under Section 501(c)(3) of the Internal Revenue Code of 1986, as amended, and has been issued exemption number 75-02961-3 by the Pennsylvania Department of Revenue as a nonprofit educational institution. The Contractor shall use the Owner’s exemption certificate in accordance with applicable law as the Contractor deems appropriate in the exercise of its independent judgment. The Contractor shall protect, indemnify, defend and hold harmless the Owner from and against any and all claims, losses, expenses (including reasonable attorneys’ fees and costs), damages, demands, suits and causes of action, whether at law or in equity, arising out of or related to the Contractor’s use of the Owner’s exemption certificate. § 8.7 PERMITS, FEES AND NOTICES § 8.7.1 The Contractor shall obtain and pay for the building permit and other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 8 § 8.7.2 The Contractor shall comply with and give notices required by agencies having jurisdiction over the Work. If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. The Contractor shall promptly notify the Architect Owner in writing of any known inconsistencies in the Contract Documents with such governmental laws, rules and regulations. § 8.8 SUBMITTALS The Contractor shall promptly review, approve in writing and submit to the Architect Owner Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents. Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. § 8.9 USE OF SITE The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits, the Contract Documents and the Owner. § 8.10 CUTTING AND PATCHING The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. § 8.11 CLEANING UP The Contractor shall keep the premises and surrounding area free from accumulation of debris and trash related to the Work. At the completion of the Work, the Contractor shall remove its tools, construction equipment, machinery and surplus material; and shall properly dispose of waste materials. § 8.12 INDEMNIFICATION To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner, Architect, Architect’s consultants and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys’ fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor, a subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. ARTICLE 9 ARCHITECT § 9.1 The At the Owner’s request, the Architect will provide administration of the Contract as described in the Contract Documents. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. § 9.2 The At the Owner’s request, the Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the Work. § 9.3 The Architect will not have control over or charge of, and will not be responsible for, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, since these are solely the Contractor’s responsibility. The Architect will not be responsible for the Contractor’s failure to carry out the Work in accordance with the Contract Documents. § 9.4 Based on the Architect’s observations and evaluations of the Contractor’s Applications for Payment, the Architect will review and certify the amounts due the Contractor. § 9.5 The Architect has authority to reject Work that does not conform to the Contract Documents. § 9.6 The At the Owner’s request, the Architect will promptly review and approve or take appropriate action upon Contractor’s submittals, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 9 § 9.7 The Architect will promptly interpret and decide matters concerning performance under, and requirements of, the Contract Documents on written request from either the Owner or Contractor. § 9.8 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions rendered in good faith. § 9.9 The Architect’s duties, responsibilities and limits of authority as described in the Contract Documents shall not be changed without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld. ARTICLE 10 CHANGES IN THE WORK § 10.1 The Owner, without invalidating the Contract, may order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly in writing. If the Owner and Contractor can not agree to a change in the Contract Sum, the Owner shall pay the Contractor its actual cost plus reasonable overhead and profit. § 10.2 The Architect will have authority to order minor changes in the Work not involving changes in the Contract Sum or the Contract Time and not inconsistent with the intent of the Contract Documents. Such orders shall be in writing and shall be binding on the Owner and Contractor. The Contractor shall carry out such orders promptly. § 10.3 If concealed or unknown physical conditions are encountered at the site that differ materially from those indicated in the Contract Documents or from those conditions ordinarily found to exist, the Contract Sum and Contract Time shall be subject to equitable adjustment. ARTICLE 11 TIME § 11.1 Time limits stated in the Contract Documents are of the essence of the Contract. § 11.2 If the Contractor is delayed at any time in progress of the Work by changes ordered in the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor’s control, as the Contractor’s sole remedy the Contract Time shall be subject to equitable adjustment. The Contractor shall make no claim, and hereby expressly waives and releases all claims, against the Owner and Architect related in any way to any delays or hindrances in the progress of the Work, regardless of the causes of such delays or hindrances or whether such delays or hindrances were avoidable or unavoidable. The Contractor expressly agrees and acknowledges that the Contractor’s sole remedy, if any, against the Owner and Architect for any and all delays shall be an EXTENSION OF TIME ONLY. Such extension of time shall be for a period equivalent to the time lost by reason of the delays or hindrances, as determined by the Owner. The Owner and Architect shall not be held responsible for any loss, damage or increased costs sustained by the Contractor, regardless of whether any delays were caused by the Owner, Architect, any other Contractor, or any other person or entity. This waiver and release by the Contractor of claims for delay expressly includes, without limitation, claims of delay caused by Owner interference, hidden or unforeseen conditions, changes in schedule, errors or omissions in the Contract Documents, weather, force majeure, or any other reason. The Contractor represents and agrees that the Contract Sum is sufficient to compensate the Contractor for this waiver of damages for delays, as well as for all damages caused by any delays. The Contractor has anticipated that additional costs such as shift work, overtime and premium time may be necessary to meet contract requirements, and acknowledges that those costs are accounted for in the Contract Sum. If the Contractor attempts to assert a claim for damages for delays, or attempts to challenge the waiver of damages provided in this clause, whether the claim or challenge is through arbitration, litigation or in any other manner, regardless of whether the Contractor is successful or unsuccessful, the Contractor shall reimburse the Owner and Architect for their costs, including without limitation their attorneys’ fees, expert witness fees and all other costs and expenses incurred by them in responding to the Contractor’s challenge. ARTICLE 12 PAYMENTS AND COMPLETION § 12.1 CONTRACT SUM The Contract Sum stated in the Agreement, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 10 § 12.2 APPLICATIONS FOR PAYMENT § 12.2.1 At least ten days before By the date established in the Contract Documents for the submission of an application for each progress payment, the Contractor shall submit to the Architect Owner an itemized Application for Payment for Work completed in accordance with the values stated in the Agreement. Such Application shall be supported by data substantiating the Contractor’s right to payment as the Owner or Architect may reasonably require. Payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment stored, and protected from damage, off the site at a location agreed upon in writing. § 12.2.2 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment, all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor’s knowledge, information and belief, be free and clear of liens, claims, security interests or other encumbrances adverse to the Owner’s interests. § 12.3 CERTIFICATES FOR PAYMENT The If forwarded by the Owner, the Architect will, within seven days after receipt of the Contractor’s Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect’s reasons for withholding certification in whole or in part. § 12.4 PROGRESS PAYMENTS § 12.4.1 After the Architect has issued a Certificate for Payment, tThe Owner shall make payment in the manner provided in the Contract Documents. § 12.4.2 The Contractor shall promptly pay each subcontractor and supplier, upon receipt of payment from the Owner, an amount determined in accordance with the terms of the applicable subcontracts and purchase orders. § 12.4.3 Neither the Owner nor the Architect shall have responsibility for payments to a subcontractor or supplier. § 12.4.4 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the requirements of the Contract Documents. § 12.4.5 RETAINAGE § 12.4.5.1 The Owner shall retain ten percent (10%) of all amounts due the Contractor until the Work is fifty percent (50%) completed. When the Work is fifty percent (50%) completed, one-half of the amount retained by the Owner will be returned to the Contractor, provided the Contractor submits with its Payment Application the written consent of its surety to such reduction in retainage, provided the Owner and Architect approves the application and reduction of retainage, and provided the Contractor is making satisfactory progress and there is no specific cause for greater withholding. § 12.4.5.2 The Owner shall retain five percent (5%) of all amounts due the Contractor after the Work is fifty percent (50%) completed, provided however, that in the event of a dispute between the Owner and the Architect or another contractor, which dispute is related in any way to the Work performed by the Contractor, additional retainage of one and one-half times the amount of any possible liability may be withheld until the dispute with the Architect or the other contractor is finally resolved, unless the Contractor furnishes a bond satisfactory to the Owner to indemnify the Owner against the claim. § 12.4.5.3 Notwithstanding anything to the contrary contained herein, in the event that the Owner believes the Contractor may not complete the Work in accordance with the Contract Documents, including, but not limited to, by failing to follow the current schedule, the Owner shall have the right to hold all retainage previously retained and to continue to make progress payments at the rate of only ninety percent (90%) of the amount due the Contractor for each payment and the amount due the Contractor shall not include the value of any work that does not comply with the Contract Documents. At Substantial Completion, the Contractor will prepare, and the Owner will assign a value to, a list of items to be completed and corrected (i.e., punch list). In addition to retainage, the Owner may also retain one and one-half times the value of the items to be completed and corrected. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 11 § 12.5 SUBSTANTIAL COMPLETION § 12.5.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. § 12.5.2 When the Work or designated portion thereof is substantially complete, the Owner or Architect will make an inspection to determine whether the Work is substantially complete. When the Owner or Architect determines that the Work is substantially complete the Owner or Architect shall prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion, shall establish the responsibilities of the Owner and Contractor, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. § 12.6 FINAL COMPLETION AND FINAL PAYMENT § 12.6.1 Upon receipt of a final Application for Payment, the Owner or Architect will inspect the Work. When the Owner or Architect finds the Work acceptable and the Contract fully performed, the Owner or Architect will promptly issue a final Certificate for Payment. § 12.6.2 Final payment shall not become due until the Contractor submits to the Architect Owner releases and waivers of liens, and data establishing payment or satisfaction of obligations, such as receipts, claims, security interests or encumbrances arising out of the Contract and a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least 30 days’ prior written notice has been given to the Owner. § 12.6.3 Acceptance of final payment by the Contractor, a subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. ARTICLE 13 PROTECTION OF PERSONS AND PROPERTY The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs, including all those required by law in connection with performance of the Contract. The Contractor shall take reasonable precautions to prevent damage, injury or loss to employees on the Work, the Work and materials and equipment to be incorporated therein, and other property at the site or adjacent thereto. The Contractor shall promptly remedy damage and loss to property caused in whole or in part by the Contractor, or by anyone for whose acts the Contractor may be liable. ARTICLE 14 CORRECTION OF WORK § 14.1 The Contractor shall promptly correct Work rejected by the Owner or Architect as failing to conform to the requirements of the Contract Documents. The Contractor shall bear the cost of correcting such rejected Work, including the costs of uncovering, replacement and additional testing. § 14.2 In addition to the Contractor’s other obligations including warranties under the Contract, the Contractor shall, for a period of one year after Substantial Completion, correct work not conforming to the requirements of the Contract Documents. § 14.3 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it in accordance with Section 7.3. ARTICLE 15 MISCELLANEOUS PROVISIONS § 15.1 ASSIGNMENT OF CONTRACT Neither party to tThe Contractor shall not assign the Contract as a whole or in part without written consent of the otherOwner. § 15.2 TESTS AND INSPECTIONS § 15.2.1 At the appropriate times, the Contractor shall arrange and bear cost of tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 12 § 15.2.2 If the Owner or Architect requires additional testing, the Contractor shall perform those tests. § 15.2.3 The Owner shall bear cost of tests, inspections or approvals that do not become requirements until after the Contract is executed, so long as the tests, inspections or approvals were required through no fault of the Contractor or anyone for whose acts the Contractor may be liable. § 15.3 GOVERNING LAW The Contract shall be governed by the law of the place where the Project is located, except that, if arbitration is the method of binding dispute resolution, the Federal Arbitration Act shall govern Section 17.3. § 15.4 The Owner considers all information concerning this Project to be confidential and proprietary unless otherwise expressly indicated by the Owner. Only upon prior written consent of the Owner may the Contractor include representations of the design of the Project, including photographs, among the Contractor’s promotional and professional materials. However, without prior consent, the Contractor may list the Project when submitting qualifications and experience data to prospective clients. ARTICLE 16 TERMINATION OF THE CONTRACT § 16.1 TERMINATION BY THE CONTRACTOR If the Architect fails to certify payment as provided in Section 12.3 for a period of 30 days through no fault of the Contractor, or if the Owner fails to make payment as provided in Section 12.4.1 for a period of 30 days, the Contractor may, upon seven additional days’ written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed including reasonable overhead and profit, and costs incurred by reason of such termination. § 16.2 TERMINATION BY THE OWNER FOR CAUSE § 16.2.1 The Owner may terminate the Contract if the Contractor .1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the subcontractors; .3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; or .4 is otherwise guilty of substantial a material breach of a provision of the Contract Documents. § 16.2.2 When any of the above reasons exist, the Owner, after consultation with the Architect, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor’s surety, if any, seven days’ written notice, terminate employment of the Contractor and may .1 take possession of the site and of all materials thereon owned by the Contractor, and .2 finish the Work by whatever reasonable method the Owner may deem expedient. § 16.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 16.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. § 16.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. This obligation for payment shall survive termination of the Contract. § 16.3 TERMINATION BY THE OWNER FOR CONVENIENCE The Owner may, at any time, terminate the Contract for the Owner’s convenience and without cause. The Contractor shall be entitled to receive as its sole remedy payment for Work properly executed prior to the date of termination and for items properly and timely fabricated off the Project site, delivered and stored in accordance with the Owner’s instructions, The Contractor hereby waives and forfeits all other claims for payment and damages, includingand costs incurred by reason of such termination, along with reasonable overhead and profit on the Work not executed and indirect or consequential damages. ARTICLE 17 OTHER TERMS AND CONDITIONS (Insert any other terms or conditions below.) AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 13 « § 17.1 Waiver of Liens § 17.1.1 Unless the waiver of lien rights would be against public policy, unlawful and void, to the fullest extent permitted by law, the Contractor, for itself and for all parties claiming by, under or through the Contractor who would be entitled to liens under or pursuant to the laws of the Commonwealth of Pennsylvania, hereby unconditionally waives, releases, and relinquishes any and all liens and claims or rights of lien upon the Project site, any improvements thereon, any property of the Owner, and any amounts which may be due the Contractor under the Contract Documents on account of any work, services, labor, material, or equipment furnished, or which may be furnished, by, under or through the Contractor to, in connection with, or on account of, the Project site or the Project. No liens shall attach to the Project site or to any improvements, structures or buildings now existing or to be constructed thereon in favor of the Contractor, any Subcontractor, Sub-subcontractor of any tier, mechanic, journeyman, laborer, material vendor, lessor of tools or equipment or any other party who may furnish work, material, services, tools, equipment or machinery for the Project or the construction of improvements on the Project site, whether pursuant to, or in respect of, this Agreement, of any subsequent agreement between the Owner and the Contractor to furnish extras or additions, or otherwise, and the Contractor hereby authorizes the Owner and/or title insurance companies, and their respective successors and assigns, to plead this waiver and release in bar of any suit or suits brought by the Contractor, its successors, heirs, or assigns, to establish a lien against the Project site or improvements thereon. § 17.1.2 Unless the waiver of lien rights by Subcontractors, Sub-subcontractors of any tier and suppliers would be against public policy, unlawful and void, to the fullest extent permitted by law, the Contractor shall contractually require all Subcontractors, Sub-subcontractors of any tier and suppliers to waive any and all rights to file a lien against the Project, the property or any property of the Owner. § 17.1.3 Unless the waiver of lien rights would be against public policy, unlawful and void, the Contractor shall execute, and shall cause each Subcontractor, Sub-subcontractor of any tier and supplier to execute a Waiver of Mechanic’s Liens in a form acceptable to the Owner and properly file the same in the Dauphin County Courthouse prior to the commencement of any Work. § 17.2 Nondiscrimination § 17.2.1 No Contractor, Subcontractor or Sub-subcontractor of any tier, or any person acting on his or their behalf, shall, by reason of race, creed, or color, discriminate in the hiring of an employee for work hereunder against any citizen of the Commonwealth of Pennsylvania who is qualified and available to perform work to which the employment relates, or thereafter discriminate against or intimidate any employee so hired. Unless a shorter time is required by the Contract Documents, if the Contractor, a Subcontractor or a Sub-subcontractor of any tier, or any person acting on his or their behalf fails to comply with any applicable law or requirement of this Agreement or the Contract Documents, upon written notice from the Owner, Contractor shall commence to cure such non-compliance within 24 hours and shall achieve compliance within 72 hours of receipt of written notice. Any failure of Contractor to do so after written notice to comply shall constitute a breach of contract and the Owner, in addition to its other rights in the event of a breach, shall have the right to terminate Contractor's right to perform the Work. § 17.2.2 The Contractor shall comply with the Pennsylvania Human Relations Act in providing equal employment opportunities in connection with all work performed by him at the jobsite, pursuant to the provisions of Act No. 222, October 27, 1955, as amended and supplemented, known as the "Pennsylvania Human Relations Act". Specifically, without limitation, Contractor shall not discriminate against any employee, applicant for employment, independent contractor or any other person because of race, color religious creed, ancestry, age, sex, national origin, handicap or disability. § 17.3 Claims and Disputes § 17.3.1 Except as otherwise provided, all claims, disputes or other matters in question with an aggregate amount in controversy of $100,000 or less (exclusive of interest and costs), arising out of or related to this Agreement, or the breach thereof, shall be settled by arbitration before a single arbitrator in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association. Arbitration shall be conducted in Hershey, Pennsylvania. The award rendered by the arbitrator shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. This agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to this Agreement shall be specifically enforceable in accordance with applicable law in any court having jurisdiction thereof. AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 14 § 17.3.2 Demand for arbitration shall be filed in writing with the other party to this Agreement and with the American Arbitration Association. A demand for arbitration shall be made or litigation shall be commenced within a reasonable time after the claim, dispute or other matter in controversy has arisen. The demand for arbitration shall not be made and litigation shall not be commenced after the date when the institution of legal or equitable proceedings based on the claim, dispute or other matter in question would be barred by the applicable statute of limitations. With regard to arbitration, for statute of limitations purposes, receipt of a written demand for arbitration by the person or entity administering the arbitration shall constitute the institution of legal or equitable proceedings based on the claim, dispute or other matter in question. § 17.3.3 In any arbitration arising out of or related to this Agreement, the Contractor shall not include, by consolidation or joinder or in any other manner, the Owner, the Architect, or any other persons, except by the Owner’s written consent containing specific reference to this Agreement. Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of a dispute not specifically described in the consent or with a person or entity not named or described therein. The Owner may include in any arbitration, by consolidation or joinder or in any other manner, the Architect, Contractors, or any other person substantially involved in a common question of fact or law. The Contractor hereby consents to being joined by the Owner in any arbitration arising out of or relating to the Project in which the Owner is a party. § 17.3.4 Except as otherwise provided, all claims, disputes or other matters in question with an aggregate amount in controversy in excess of $100,000 (exclusive of interest and costs), arising out of or related to this Agreement, or the breach thereof, shall be settled by litigation. Claims, disputes or other matters in question required to be litigated shall be litigated in the Court of Common Pleas of Dauphin County, Pennsylvania, or in the United States District Court for the Middle District of Pennsylvania. § 17.3.5 The Contractor must assert in a demand for arbitration or in the initial pleading in court all claims, disputes or other matters in question then known to the Contractor. When the Contractor fails to include a known claim, dispute or other matter in question, even if through oversight, inadvertence or excusable neglect, amendment shall not be allowed and the claim, dispute or other matter in question shall be deemed irrevocably waived. § 17.3.6 Notwithstanding any other rights or obligations of any party under this Agreement, the Contractor shall carry on with the performance of its services and duties hereunder during the pendency of any claims, disputes or other matters in question and during the pendency of any litigation, arbitration or other proceeding to resolve such claims, disputes or other matters in question. § 17.4 Hazardous Materials § 17.4.1 The Contractor is responsible for compliance with any requirements included in the Contract Documents regarding hazardous materials. If the Contractor encounters a hazardous material or substance not addressed in the Contract Documents and if reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance, including but not limited to, asbestos or polychlorinated biphenyl (PCB),encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to the Owner, Construction Manager and Architect in writing. § 17.4.2 The Contractor warrants to the Owner, Construction Manager, and Architect that materials and equipment furnished under the Contract will be free of hazardous materials, including but not limited to, asbestos or PCB, unless the Contract Documents require or permit otherwise. » This Agreement entered into as of the day and year first written above. (If required by law, insert cancellation period, disclosures or other warning statements above the signatures.) « » AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 15 OWNER (Signature) « »« » « » (Printed name, title and address) CONTRACTOR (Signature) « »« » « » (Printed name, title and address) LICENSE NO.: JURISDICTION: AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document is not an original AIA® Contract Document, but a template produced by AIA® Contract Documents software for producing a customized document. 16 SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. 1.2 1.3 Drawings and general provisions of the Contract, including Division 0 - Bidding and Contract Requirements and Division 1 - General Requirements apply to this Section. PROJECT DESCRIPTION A. The work includes removal of exterior wood siding and trim; application of spray foam insulation from the exterior side; installation of new sheathing and weather barrier; fabrication and installation of new composite siding and trim work to match existing; replacement of wood porch components ; window replacement; window repairs, including replacement of broken panes, putty glazing, and sealing; field-rolled standing seam metal roofing; rubber membrane roofing; new gutters and downspouts; selective repointing of masonry; selective epoxy repair of deteriorated architectural wood elements; selective stripping of paint from wood elements; preparation and painting of composite, wood, and metal substrates; water cleaning and painting of existing composite elements to remain. B. The total work of this project shall be performed under ONE Single Prime General Construction Contract and shall include all work indicated on the drawings, specified herein, or both. C. Work to begin (Mobilize) as early as May 26, 2015. Substantial Completion is scheduled for November 20, 2015. ASBESTOS ABATEMENT A. The Contractor’s Work under this Project does not include the removal or rendering harmless of hazardous materials. B. In the event the Contractor encounters on the site material reasonably believed to be hazardous which has not been rendered harmless, the Contractor shall immediately stop work in the area affected and report the condition to the Owner in writing. The Work in the affected area shall not thereafter be resumed except by written agreement of the Owner and Contractor if in fact the material is hazardous and has not been rendered harmless. The Work in the affected area shall be resumed in the absence of hazardous materials, or when it has been rendered harmless, by written agreement of the Owner and Contractor. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 1 of 11 SECTION 01010 SUMMARY OF WORK 1.4 INVESTIGATION OF EXISTING SITE CONDITIONS A. B. 1.5 Each bidder shall carefully examine these specifications, visit the site, and become thoroughly acquainted with the conditions existing at the building and site, and satisfy himself concerning any and all existing conditions that will affect progress and construction as described in the Contract Documents or otherwise necessary to complete the work before submitting bid proposal. These conditions include, without limitation: (1) The location, condition, layout and nature of the Project site and surrounding areas. (2) Generally prevailing climatic conditions. (3) Anticipated labor supply and costs. (4) Availability and costs of materials, tools and equipment. (5) Other similar issues. Submission of the proposal shall be considered as evidence that a visit to the site was conducted. The Contractor shall not be entitled to an adjustment in contract sum, contract time or any milestone date in connection with its failure to comply with the requirements of this paragraph. WORK PROVIDED BY OWNER A. The Owner may provide furnishings and equipment not specified herein. It will be referenced as: Not in Contract (N. I. C.), furnished by Owner, or by others. B. In no event shall Owner have control over, charge of or any responsibility for construction means, methods, techniques, sequences or procedures or for safety protection and programs in connection with the Work notwithstanding any of the rights and authority granted Owner in the Contract Documents. C. The rights granted Owner under the Contract Documents are cumulative and are not in limitation of any rights of the Owner (1) granted in the Contract Documents, (2) at law or (3) in equity. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 2 of 11 SECTION 01010 SUMMARY OF WORK 1.6 DESCRIPTION OF CONTRACT A. The work of this Contract consists of the Work detailed by the following Specification Sections and as shown and indicated on the Drawings. The work is not restricted by division of Drawings or Specification. Unless otherwise specifically noted, all work to be performed shall consist of providing all labor, materials, equipment and whatever is necessary to complete the work in accordance with the Specifications, Drawings, and applicable Codes. B. The following specification sections apply to the Contract: DIVISION 0 - BIDDING AND CONTRACT REQUIREMENTS All Sections DIVISION 1 - GENERAL REQUIREMENTS All Sections TECHNICAL SPECIFICATIONS All Sections as listed in Section 00001 - Table of Contents C. Scope of Work: The work of this contract includes, but shall not be limited to, the following items: I. General Scope of Work: 1. This Contract shall include all materials, labor, superintendents, transportation, tools, equipment and services for the Project as shown or implied on the drawings and specified herein, or as may be required or necessary for a complete and satisfactory job. 2. Contractor shall supervise the Work, using his best skills and attention. He shall be solely responsible for construction means, methods, techniques, sequences, dimensions and procedures and/or coordinating all portions of his Work. 3. All items of work shall be provided (furnished and installed complete) by the Contractor unless specifically noted as furnished or installed only. 4. Contractor shall maintain site conduct in accordance with the rules and procedures specified within Division 1 – General Requirements. 5. The Owner will provide the Building Permit if one is required. The Owner will provide builders risk insurance. All other fees and permits are the responsibility of the Contractor, including federal, state, and local taxes and inspections. This is in addition to the responsibility to pay all payroll taxes and insurances. The Owner is a nonprofit educational institution recognized as exempt from federal income tax under Section 501(c)(3) of the Internal Revenue Code of 1986, as amended. The Contractor shall use the Owner’s exemption certificate in accordance with applicable law as the Contractor deems appropriate in the exercise of its independent judgment. The Contractor shall protect, MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 3 of 11 SECTION 01010 SUMMARY OF WORK indemnify, defend and hold harmless the Owner from and against any and all claims, losses, expenses (including reasonable attorneys’ fees and costs), damages, demands, suits and causes of action, whether at law or in equity, arising out of or related to the Contractor’s use of the Owner’s exemption certificate. 6. Definitions: a. Verify: The term "verify" means "to measure, investigate, review, test, check the accuracy or correctness of and prove by demonstration, evidence, or testimony the location, size, dimension and condition of an item." b. Furnish: The term "furnish" is used to mean "supply and deliver to the project site, and making ready for unloading, unpacking, assembly, installation and similar operations." c. Install: The term "install" is used to describe operations at the project site including the actual "unloading, unpacking, assembly, complete erection, placing, anchoring, applying, working to dimension, finishing, curing, performing, coordinating with all parties as required, protecting, cleaning, and similar activities". d. Provide: The term "provide" means "to furnish and install, complete and ready for the intended use." 9. Contractor shall submit shop drawings, samples, schedules, data, manuals, as-built drawings, etc., required by the Contract Documents. Update, on a weekly basis, an as-built set of drawings and specifications. This as-built set shall be kept in the Contractor’s on-site office/trailer and be available for MHS Facilities & Technical Services to verify weekly updates. A final set of as-built documents of this Contractor’s work shall be submitted to Facilities & Technical Services upon the completion of the work. Mark on as-built set of drawings principal building layout lines. Also reference also spec section 01720 Project As-Built Documents. 10. Submittals shall be made in a timely manner so as not delay the project. Contractor shall notify MHS Facilities & Technical Services in writing during the bid process of any equipment or material delivery issues that may impact the project schedule. No substitutions will be accepted. 11. Provide for all testing of systems as required by the documents and submit the resulting test reports to the owner upon completion of the testing. 12. If the applicable Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having jurisdiction require any work to be specifically tested, inspected, or approved by someone other than the Contractor, the Contractor shall notify Facilities & Technical Services that the specific testing is required. The Contractor will give the Owner and their Representative timely notice of readiness. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 4 of 11 SECTION 01010 SUMMARY OF WORK The Contractor will then coordinate, pay for the required testing, have the tests performed and furnish the Owner the required certificates of inspection, testing or approval. 13. Inspection, tests, or approvals by the Owner or their Representative shall not relieve Contractor of the obligation to perform the work in accordance with the requirements of the Contract Documents. 14. Provide all warranties as specified. Provide a one-year written warranty as a minimum on complete installation. 15. The Owner and their Representatives will at all times have access to the work. Contractor will provide proper facilities for such access and observation of the work and also for any inspection or testing thereof. 16. Contractor shall verify existing conditions prior to start of work and notify MHS Facilities & Technical Services of any discrepancies. 17. Contractor shall provide layout associated with the work. 18. Contractor shall provide all temporary utilities and facilities as necessary and/or required. 19. Provide temporary power and lighting as required to complete the work of this Contract per OSHA standards. Contractor utilizing temporary facilities supplied by MHS (i.e. electric) must turn off all non-essential equipment at the end of each work day. 20. Provide all scaffolding, hoisting, shoring, barricades, underpinning, ramps, safety fence, lifts, rigging, cranes, blocking, etc as required to perform the work of this Contract. Contractor will not have access to the facilities’ tools, lifts, equipment, etc. 21. Contractor shall follow all OSHA regulations and requirements for the work of this Contract. Provide safety and protection of persons and property per OSHA, local and state requirements. Provide all safety signage required by OSHA. Furnish MHS Facilities & Technical Services with a project-specific safety plan prior to start of work. As per OSHA regulations, Contractor shall assign a competent person to oversee the project and identify that person to the MHS FTS project manager. 22. Contractor shall coordinate his work with Utility companies as required. 23. Notify MHS Facilities & Technical Services of service or utility shutdowns 10 days in advance of shutdown. 24. Assist in resolving and scheduling all electrical outages and/or problems/issues that arise as a direct result of the work of this Contract. All outages shall be kept to a minimum and shall be approved by appropriate MHS personnel. Power outages shall occur on weekends between Friday at 6 pm and Monday at 5 am. Preliminary work can be completed during normal work hours. This Contractor shall be responsible to coordinate all outages with applicable MHS personnel. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 5 of 11 SECTION 01010 SUMMARY OF WORK All testing associated with the proposed new equipment must be completed prior to equipment being reenergized and/or put to use. 25. Coordinate with the normal and daily operations associated with the facility that is being worked on. 26. Provide protection of all existing structures, flooring, equipment, finishes, landscaping, insulation, etc from damage resulting from the work of this Contract. Extreme care shall be used when working around trees, lawns and shrubbery. Repair any damage promptly to the satisfaction of MHS Facilities & Technical Services. 27. Repair/replace any grass or landscaping areas in kind as a result of the work of this Contract. 28. Repair/replace any blacktop and/or concrete damages as a result of the work of this Contract. 29. Provide all required saw-cutting, patching and demolition. 30. Provide fire-safing and fire-stopping at all locations that are required to maintain a fire rating at floor and wall penetrations made as a result of the work of the Contract. 31. Removal of demolished items is the responsibility of the applicable Prime Contractor. Items of value as determined by the MHS Facilities & Technical Services shall be moved and stored on campus as directed. Items that MHS does not wish to retain shall be legally disposed of offsite. 32. Contractor shall submit daily project reports to MHS-FTS. Contractor shall include, at a minimum, a listing of the manpower, an outline of the activities that took place that day, a listing of deliveries that occurred that day, safety issues and any inspections that were performed. 33. If necessary, MHS will locate all Owner related utilities on their property. Provide MHS Facilities & Technical Services a minimum of three days notice. Contractor shall be responsible for all PA One Calls required for locating Utility Company lines including all applicable fees. Verify all existing utility services routing prior to start of work. Notify MHS Facilities & Technical Services of any discrepancies. Contractor shall thoroughly acquaint himself with and comply with the terms of the statutes, rules and regulations governing excavation in the area of underground utilities. 34. In the event an existing utility is struck, a qualified and approved MHS Sub-Contractor is to mobilize and make repairs on a continuous basis until the utility is back on line. MHS Facilities & Technical Services shall be notified at once of all utility strikes. This Contractor shall fill out a Utility Damage Report. Damaged utilities are to be relocated or repaired with the same quality material upon approval of MHS Facilities & Technical Services. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 6 of 11 SECTION 01010 SUMMARY OF WORK 35. Contractor is required to provide certification at the completion of the project that no asbestos-containing materials have been incorporated into the project. 36. The maintenance and warranty period begins from the final “Substantial Completion” date of the project. 37. A walk-through of the facility 11 months after substantial completion will be scheduled by MHS FTS and must be attended by the contractor. 38. Participate in the use of MHS's project management computer software (ProjectMates) for project communications, RFI process, submittal review, invoice review, change order review, and punchlist process. (Licensing fees for the software will be paid for by MHS.) 39. A Bid Bond and Payment/Performance Bonds are not required for this project. 40. There will be no liquidated damage provisions associated with this project. 41. This is not a prevailing wage project. II. Specific Scope of Work: 1. Work shall be completed in accordance with the specifications and plans. 2. If lead is encountered: Work includes handling of leaded paint (assumed due to the age of the structures). This contractor is responsible for the removal, handling, transportation and disposal of lead based materials. This contractor performing the work shall ensure all areas are not contaminated with lead dust and paint chips following the work. All work must be performed in accordance with regulation identified in (OSHA) 29CFR1926.62 and EPA for disposal. All fees for testing of waste materials or additional disposal/transportation fees will be the responsibility of this contractor. MHS can require this contractor to supply appropriate certificate for worker training, exposure characterization of work activities, medical monitoring data and blood lead results (if applicable). MHS can stop, alter or amend the work practices of the contractor if air monitoring adjacent to the site exceeds the OSHA action level of 30 micrograms per cubic meter. Following site restoration, no lead materials and paint chips should be visible. Additional restoration will be required if this contractor’s soil samples at the site exceed 400 mg/kg of lead following the work, at no cost to MHS. Waste characterization samples (lead or other materials) will be the responsibility of this contractor. This contractor will dispose of all wastes generated for this project in accordance with applicable regulations. If allowed by the authority having jurisdiction, Architectural components with intact lead-based paint shall be MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 7 of 11 SECTION 01010 SUMMARY OF WORK carefully loaded into dumpsters and disposed of in a regular landfill as construction debris. Any paint chips that are dislodged during the work shall be collected and disposed of properly. 3. The Contractor shall install and maintain temporary enclosure (orange fencing). Fencing shall be provided around the perimeter of the project as noted on the Site Staging Plan. 4. Removal of wood siding and trim, and other exterior wood elements as specified. 5. Application of spray foam insulation from the exterior side. 6. Installation of new sheathing and weather barrier. 7. Provide rain vent system. 8. Fabrication and installation of new composite siding and trim work to match existing. 9. Replacement of wood porch components. 10. Window replacement. 11. Window repairs, including replacement of broken panes, putty glazing, and sealing. 12. Field-rolled standing seam metal roofing. 13. Installation of rubber membrane roofing. 14. Installation of new gutters and downspouts. 15. Selective repointing of masonry 16. Selective epoxy repair of deteriorated architectural wood elements. 17. Selective stripping of paint from wood elements. 18. Preparation and painting of composite, wood, and metal substrates. 19. Water cleaning and painting of existing composite elements to remain. 20. Re-pointing of chimneys. 21. Painting of wood and metal substrates. 22. Water cleaning of composite elements. 23. Select retrofitting and replacement of flashings. 24. Removal and reinstallation of existing exterior devices is by this Contractor. Exterior devices to be removed only if it interferes with restoration of the exterior or protect as needed. 25. Any removal, modification or replacement of the existing lightning protection system will be performed by Larson Lightning Protection if required. This Contractor shall contract directly with Larson Lightning Protection for this work. Contact Al Adelmann (office: 717-730-9144; cell: 717-991-9884) for scope of work and pricing. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 8 of 11 SECTION 01010 SUMMARY OF WORK NOTE: The above description of the scope of this Contractor’s work is not a complete description of this Contractor’s obligations for this project. This Contractor is reminded to review and familiarize themselves with all relevant Contract Documents. 1.7 WORK SEQUENCE A. 1.8 1.9 1.10 All work shall be completed in the time specified in the Agreement between Owner and Contractor, and as specified in Section 00003 – Construction Schedule. CONTRACTOR USE OF PREMISES A. General: during the construction period the Contractor shall have use of the area identified as “contract limit line” for construction operations, including use of the site. The Contractor’s use of the premises is limited only by the Owner’s right to perform construction operations with its own forces or to employ separate contractors on portions of the project. B. Confine operations to areas within Contract limits indicated. Portions of the site beyond areas, in which construction operations are indicated, are not to be disturbed. PROJECT COORDINATION A. Contractor shall be responsible for the coordination of the progress of all work. B. Plans are generally diagrammatic, and Contractor shall coordinate its work so that interference does not occur. C. Contractor shall be responsible for producing HVAC, Plumbing, Sprinkler and Electrical coordination drawings, and submitting to Facilities & Technical Services within thirty (30) days from the Notice To Proceed. Coordination sequencing shall be as follows: HVAC, Plumbing, Sprinkler and Electrical. Coordination drawings shall include all duct work, piping, valves and appurtenances, and shall be reviewed and approved (signed) by each trades Subcontractor prior to submission. FIELD ENGINEERING A. The Contractor shall be responsible for all field engineering. B. Inspection: MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 9 of 11 SECTION 01010 SUMMARY OF WORK i. Contractor shall verify locations of survey control points prior to starting work. Promptly notify Facilities & Technical Services of any discrepancies discovered. ii. The Contractor shall verify all measurements of the building and shall be responsible for the correctness of same. No extra charge or compensation will be allowed on account of differences between actual dimensions and the measurements indicated on the Drawings; any difference which may be found should be submitted to the Architect for consideration before proceeding with the work. 1.11 1.12 CONSTRUCTION TESTS A. Tests required by any law, ordinance, rule, regulation or order of any public authority having jurisdiction shall be made at such time and in such manner as the public authority may require. The Contractor shall be solely responsible for such tests. B. Special tests may be ordered by MHS Facilities & Technical Services in accordance with the general conditions. C. Where specifications require testing by an independent testing laboratory, the Contractor shall be responsible for selection of the testing laboratory subject to Facilities & Technical Service’s approval, scheduling of all tests and delivery to Facilities & Technical Services of all test reports. D. All costs of testing required by the Contract Documents, except for concrete compressive strength testing, soils compaction testing, soils bearing capacity testing, asphalt paving density testing, masonry/mortar testing and structural steel weld testing, shall be borne by the contractor. Costs of special tests shall be paid for as stipulated in the general conditions or specifications. E. The Contractor shall be responsible for all testing required to ensure that all systems are installed and working properly. CONTRACTOR’S OBLIGATIONS A. The Contractor must assume all risks and bear any loss occasioned by neglect or accident during the progress of the work until same shall have been completed and accepted by the owner. The Contractor agrees to indemnify, defend and save harmless the Owner, Facilities & Technical Services, Architect, and Engineers from all suits and loss or injury to persons or property received or sustained from the Contractor or his/her agents in the performance of the work under the progress of construction and make good all damage that may consequence of the work herein specified. The Contractor must also assume all blame or loss by reason of neglect or violation of local or state laws, ordinances and regulation, encroachments upon neighbors, or from any other cause. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 10 of 11 SECTION 01010 SUMMARY OF WORK B. The work in every respect shall be under the care of the Contractor and at his/her risk, he/she shall properly safeguard against any or all injury or damage to the public, to any property, materials, or thing, except where stipulated otherwise in the specifications, and also be responsible for any such damage or injury from his/her undertaking of this work to any person or persons or thing connected therewith. The Contractor shall indemnify and save harmless MHS Facilities & Technical Services, Architect, and Engineers from all claims, suits, damages, actions of law, in equity or otherwise, (including the cost of defense thereof which shall be assumed by the Contractor) or any kind whatsoever in connection with this work and agreement and shall, if required, show evidence of settlement of any such action before final payment is made hereunder by the Owner. PART 2 – PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION (NOT APPLICABLE) END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01010 Page 11 of 11 Contractor Parking (Max 8 Spaces) Until Otherwise Noted as Needed Red Boundary Denotes Limit of Construction Area Sidewalk & Parking Open to Public Material Staging & Equipment Storage Area Sidewalk Closed April 20, 2015 ° 30 15 0 30 ft NOTE - The North/South lanes of Rt 322 will be blocked from approximately April 2015Comments: to October 2015 due to construction of the new Roundabouts. See 01010 - Kinderhaus "Detour Plan" MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 01010 - Site Staging Plan Milton Herhsey Page 1 School of 1 Milton Hershey School Web Application DISTRICT 8-0 COUNTY DAUPHIN ROUTE SECTION SHEET 322 - 2 OF 10 PLOTTED: 2/12/2015 DERRY TOWNSHIP REVISION NUMBER 1 3 M E A D O W 2 D-9012 CADD (02-90) REVISED (10-04) T O W N S H I P 9 16 8 16 7 15 6 15 5 322 11 12 12 E BY BEM Indicates Detour to Project Site (Kinderhaus) D ROA OR N R E GOV 13 12 14 12 12 11 11 LEGEND P S R WORK AREA I G N 10 DETOUR R C NO ACCESS TO OR FROM SR 322 E E K 9 4 TOWNSHIP ROADS (CITY OR BOROUGH STREET) 4 STATE HIGHWAY TOWNSHIP LINE ME OTHER ROAD ST PRIVATE ROAD MILTON HERSHEY SCHOOL O D A D EA E M SIGN IDENTIFICATION NUMBER 1 SEE SHEET 3 OF 10 FOR SIGN LEGEND TYPE III BARRICADE L A N E AD RO W HOMESTEAD LANE HO D A O R Y B E POST MOUNTED SIGN, TYPE B *PROVIDE SUFFICIENT TYPE III BARRICADES TO CLOSE ROAD BACHMANVILLE ROAD/MEADOW LANE INTERSECTION TO SR 322/MEADOW LANE INTERSECTION = 2.69 MILES (APPROXIMATE) 5 HOMESTEAD ROAD/MEADOW LANE INTERSECTION TO SR 322/MEADOW LANE INTERSECTION = 1.19 MILES (APPROXIMATE) 8 6 7 4 FILE NAME: \\mch-svr-01\fileshare\Projects\MLTN\MLTN1401-Roundabouts\DESIGN\CT\m_1401_TC02.dgn 10 12 4 4 OPERATOR: Kinderhaus 11 DATE 2/13/15 KINDERHAUS PROJECT NOTES: The north-south travel across Rt. 322 at both the Homestead Lane and Meadow Lane intersections will be closed for 5-6 months once roundabout construction starts (approximately April 2015 to October 2015). East-west traffic on Rt. 322 will remain open throughout the project. To access Kinderhaus from Rt. 322, you will head north on Homestead Road and turn right on Meadow Lane. D E R R Y L A N E REVISIONS ADDENDUM #3 1 BACHMANVILLE ROAD (SR 2011) 4 3 MILTON HERSHEY SCHOOL DETOUR Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 PLAN 4/23/15 01010 - Kinderhaus "Detour Plan" Page 1 of 1 TRAFFIC CONTROL PLAN SECTION 01026 UNIT PRICES PART 1 - GENERAL RELATED DOCUMENTS 1.1 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for unit prices. A unit price is an amount proposed by Bidders and stated on the Bid Form as a price per unit of measurement for materials or services that will be added to or deducted from the Contract Sum by change Order in the event the estimated quantities of Work required by the Contract Documents are increased or decreased. Unit Prices include all necessary material, overhead, profit and applicable taxes. Refer to individual Specification Sections for construction activities requiring the establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections. The Owner reserves the right to reject the Contractor’s measurement of work-inplace that involves use of established unit prices, and to have this Work measured by an independent surveyor acceptable to the Contractor at the Owner’s expense. PART 2 - PRODUCTS (Not Applicable) PART 3 – EXECUTION (Not Applicable) END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01026 Page 1 of 1 SECTION 01027 APPLICATIONS FOR PAYMENT FOR ALL CONTRACTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 1, Specifications Sections, apply to this Section. 1. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements governing the Contractor's Applications for Payment. B. This Section specifies administrative and procedural requirements governing the Prime Contractor's Applications for Payment. 1. C. 1.3 Provisions of this section apply to the work of the Prime Contract Coordinate the Schedule of Values and Applications for Payment with the Contractor's Construction Schedule, List of Subcontracts, and Submittal Schedule. The Contractor's Construction Schedule and Submittal Schedule are included in Section "Submittals". SCHEDULE OF VALUES A. Coordinate preparation of the Schedule of Values with preparation of the Contractor's Construction Schedule. Provide a separate Schedule of Values for each home. B. Prime Contractor shall coordinate preparation of its Schedule of Values for its part of the work with preparation of the Contractor's Construction Schedule. 1. Correlate the items in the Schedule of Values with other required administrative schedules and forms, including: a. b. c. d. e. f. g. Contractor's construction schedule. Application for Payment form. List of subcontractors. Schedule of alternates. List of products. List of principal suppliers and fabricators. Schedule of submittals. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01027 Page 1 of 6 SECTION 01027 APPLICATIONS FOR PAYMENT FOR ALL CONTRACTS C. D. 2. Submit the Schedule of Values within 10 days of award of contract. 3. Sub-Schedules: Where the work is separated into phases, areas or floors that require separate payments, provide sub-schedules showing values correlated with portion of the work. The Owner may pay for off site stored materials, at their discretion and through consultation with the Architect and MHS Facilities & Technical Services, provided the following requirements are met: 1. Prime Contractor must provide insurance certificate indicating materials specifically insured. Materials remain Prime Contractor's insurance responsibility until they are delivered to the job site, which is when the Owner's Builders Risk goes into effect. Reference insurance specifications. 2. Materials shall be segregated and clearly marked with the Owner's name and project name. 3. Prime Contractor must provide a fully executed "Bill of Sale". 4. Prime Contractor must provide proof (through personal inspection by Owner representative) that materials noted can be physically verified. Prime Contractor shall reimburse the Owner and Facilities & Technical Services for all reasonable expenses associated with representative's inspection trip. Format and Content: Use the Project Manual Table of Contents as a guide to establish the format for the Schedule of Values. 1. Identification: Include the following Project identification on the Schedule of Values: a. b. c. d. e. Project name and location. Name of the Architect. Project number. Contractor's name and address. Date of submittal. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01027 Page 2 of 6 SECTION 01027 APPLICATIONS FOR PAYMENT FOR ALL CONTRACTS E. Arrange the Schedule of Values in a tabular form with separate columns to indicate the following for each listed: a. b. c. d. e. f. g. h. Generic name. Related specification section. Name of subcontractor. Name of manufacturer or fabricator. Name of supplier. Change Orders (numbers) that have affected value. Dollar value. Percentage of Contract Sum to the nearest one-hundredth percent, adjusted to total of 100 percent (100%). 1. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Break principal subcontract amounts down into several lines. Each Line item should then be broken down into labor and material costs. 2. Round amounts off to the nearest whole dollar; the total shall equal the Contract Sum. 3. For each part of the work where an Application for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed, provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the work. 4. Margins of Cost: Show line items for indirect costs, and margins on actual costs, only to the extent that such items will be listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete including its total costs and proportionate share of general overhead and profit margin. a. 5. At the Contractor's option, temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown as separate line items in the Schedule of Values or distributed as general overhead expense. Schedule Updating: Update and resubmit the Schedule of Values when Change Orders or Construction Change Directives result in a change in the Contract Sum. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01027 Page 3 of 6 SECTION 01027 APPLICATIONS FOR PAYMENT FOR ALL CONTRACTS 1.4 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. 1. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements. B. Payment: After Facilities & Technical Services and Architect have issued a Project Certificate for Payment, the Owner shall make payment via Electronic Funds Transfer and within the time provided in the Contract Documents. C. Payment Application Times: Pencil copies of pay applications are due to be submitted to On-Site Facilities & Technical Services on the 20th day of each month with work projected through the end of the calendar month. Upon approval of On-Site Facilities & Technical Services two (2) notarized originals shall be sent to the Project Manager for further processing. Originals must be received by the Project Manager by the 25th of each month. Contractors should receive payment the last day of the following month. D. Payment Application Forms: Use AIA Document G702/CMa and Continuation Sheets G703 as the form for Application for Payment. E. Application Preparation: Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the Contractor. Incomplete applications will be returned without action. 1. Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions have been made. 2. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application. F. Transmittal: Submit TWO (2) executed copies of each Application for Payment to the Project Manager by means ensuring receipt by the 25th of the month. G. Waivers of Mechanics Lien: With final Application for Payment, the Owner reserves the right to require the contractor to submit waivers of mechanics lien from every entity who may lawfully be entitled to file a mechanics lien arising out of the Contract, and related to the Work covered by the payment, prior to the release of final payment. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01027 Page 4 of 6 SECTION 01027 APPLICATIONS FOR PAYMENT FOR ALL CONTRACTS 1. Waiver Delays: Submit each Application for Payment with the Contractor's waiver of mechanics line for the period of construction covered by the application. a. 2. H. Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable to Owner. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. I. Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of Work covered by the application who could lawfully be entitled to a lien. Contractor's Construction Schedule (preliminary if not final). List of subcontractors. List of principal suppliers and fabricators. Schedule of Values. Stipulation Against Liens. Electronic Funds Transfer form. Submittal Schedule (preliminary if not final). Act 34 Clearances for all employees working on the project. Copy of Safety Program & HazMat. Certificates of insurance and insurance policies. Performance and payment bonds (if required). MSDS sheets. Emergency Contacts. Executed Contract. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment; this application shall reflect any Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the work. Administrative actions and submittals that shall proceed or coincide with this application include: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Occupancy permits and similar approvals. Warranties (guarantees) and maintenance agreement. Test/adjust/balance records. Maintenance instructions. Meter readings. Start-up performance reports. Change-over information related to Owner's occupancy, use, operation and maintenance. Final cleaning. Application for reduction of retainage, and consent of surety. List of incomplete work, recognized as exceptions to Architect's Certificate of Substantial Completion. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01027 Page 5 of 6 SECTION 01027 APPLICATIONS FOR PAYMENT FOR ALL CONTRACTS J. Final Payment Application: Administrative actions and submittals which must precede or coincide with submittal of the final payment Application for Payment include the following: 1. 2. 3. 4. 5. 6. 7. 8. 9. Completion of Project close-out requirements. Completion of items specified for completion after Substantial Completion. Transmittal of required Project construction records to Owner. Proof that taxes, fees and similar obligations have been paid. Removal of temporary facilities and services. Removal of surplus materials, rubbish and similar elements. Change of door locks to Owner's access. Consent of Surety to release final payment. Executed final waiver PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01027 Page 6 of 6 SECTION 01028 CHANGE ORDER PROCEDURES PART 1 - GENERAL 1.1 REQUIREMENTS INCLUDED A. B. C. 1.2 Promptly implement change order procedures. 1. Provide full written documentation and dates required to evaluate changes. 2. Maintain detailed records of work done on a time and material/force account basis. 3. Provide full documentation to Architect or MHS Facilities & Technical Services on request. Designate in writing the member of Contractor's organization: 1. Who is authorized to accept changes in the work. 2. Who is responsible for informing others in the Contractor's employ of the authorization of changes in the work. Owner will designate in writing the person who is authorized to execute Change Orders. RELATED REQUIREMENTS A. OWNER-CONTRACTOR AGREEMENT: The amount of established unit prices. B. GENERAL CONDITIONS of the CONTRACT for CONSTRUCTION: 1. Methods of determining cost or credit to Owner resulting from changes in work made on a time and material basis. 2. Contractor's claims for additional costs. C. Section 01027: APPLICATION FOR PAYMENT. D. Section 01320: CONSTRUCTION PROGRESS DOCUMENTATION. E. Section 01370: SCHEDULE OF VALUES. F. Section 01720: PROJECT AS-BUILT DOCUMENTS. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01028 Page 1 of 6 SECTION 01028 CHANGE ORDER PROCEDURES 1.3 1.4 DEFINITIONS A. Change Order: See General Conditions. B. Construction Change Directive, AIA Document G714: A written order to the Contractor, signed by Facilities & Technical Services, Owner and Architect, which amends the Contract Documents as described, and authorizes Contractor to proceed with a change which affects the Contract Sum or the Contract Time, for inclusion in a subsequent Change Order. C. Architect's Supplemental Instructions, AIA Document G710: A written order, instructions, or interpretations, signed by Architect making minor changes in the Work not involving a change in the Contract Sum or Contract Time. PRELIMINARY PROCEDURES A. B. Facilities & Technical Services may initiate changes by submitting a Proposal Request to Contractor. Request will include: 1. Detailed description of the change, products, and location of the change in the Project. 2. Supplementary or revised Drawings and Specifications. 3. The projected time span for making the change and a specific statement as to whether overtime work is, or is not, authorized. 4. A specific period of time during which the requested price will be considered valid. 5. Such request is for information only, and is not an instruction to execute the changes, nor to stop work in progress. Contractor may initiate changes by submitting a written notice to Architect, through Facilities & Technical Services, containing: 1. Description of the proposed changes. 2. Statement of the reason from making the changes. 3. Statement of the effect on the Contract Sum and the Contract Time. 4. Statement of the effect on the work of separate Contractors. 5. Documentation supporting any change in Contract Sum or Contract Time, as appropriate. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01028 Page 2 of 6 SECTION 01028 CHANGE ORDER PROCEDURES 1.5 1.6 CONSTRUCTION CHANGE AUTHORIZATION A. In lieu of Proposal Request, Facilities & Technical Services may issue a Construction Change Directive for Contractor to proceed with a change for subsequent inclusion in a Change Order. B. Authorization will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details of the change, and will designate the method of determining any change in the Contract Sum and any change in Contract Time. C. Owner and Architect will sign and date the Construction Change Directive as authorization for the Contractor to proceed with the changes. D. Contractor shall sign and date the Construction Change Directive to indicate agreement with the terms herein. DOCUMENTATION OF PROPOSALS AND CLAIMS A. Support each quotation for a lump sum proposal, and for each unit price which has not previously been established, with sufficient data to allow Architect and Facilities & Technical Services to evaluate the quotation. B. On each proposal request, additional data to support time and cost computations: 1. 2. 3. Labor required. Equipment required. Products required. a. b. 4. 5. 6. 7. C. Recommended source of purchase and unit cost. Quantities required. Taxes, insurance and bonds. Credit for work deleted from Contract, similarly documented. Overhead and profit. Justification for any change in Contract Time. Support each claim for additional costs, and for work done on a time and material/force account basis, with documentation as required for a lump sum proposal, plus additional information. 1. Name of the Owner's authorized agent who ordered the work, and date of the order. 2. Dates and times work was performed, and by whom. 3. Time record, summary of hours worked, and hourly rates paid. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01028 Page 3 of 6 SECTION 01028 CHANGE ORDER PROCEDURES 4. Receipts and invoices for: a. b. c. D. 1.7 1.8 Document requests for substitutions for Products as specified in Section 01600. PREPARATION OF CHANGE ORDERS A. Facilities & Technical Services will prepare each Change Order. B. Form: Change Order, AIA Document G701/Program Manager unless otherwise directed. C. Change Order will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details to the change. D. Change Order will provide an accounting of the adjustment in the Contract Sum and in the Contract Time. LUMP SUM / FIXED PRICE CHANGE ORDER A. 1.9 Equipment used, listing dates and times of use. Products used, listing of quantities. Subcontracts. Content of Change Orders will be based on, either: 1. Facilities & Technical Services’ Proposal Request and Contractor's responsive Proposal as mutually agreed between Owner and Contractor. 2. Contractor's Proposal for a change, as recommended by Architect and Facilities & Technical Services. B. Owner, Architect and Facilities & Technical Services will sign and date the Change Order as authorization for the Contractor to proceed with the changes. C. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. UNIT PRICE CHANGE ORDER A. Content of Change Orders will be based on, either: 1. Architect definition of the scope of the required changes. 2. Contractor's Proposal for a change, as recommended by Architect and Facilities & Technical Services. 3. Survey of completed work. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01028 Page 4 of 6 SECTION 01028 CHANGE ORDER PROCEDURES B. C. D. The amount of the unit prices to be: 1. Those stated in the Agreement. 2. Those mutually agreed upon between Owner and Contractor. When quantities of each of the items affected by the Change Order can be determined prior to start of the work: 1. Owner, Architect and Facilities & Technical Services will sign and date the Change Order as authorization for Contractor to proceed with the changes. 2. Contractor shall sign and date the Change Order to indicate agreement with the terms therein. When quantities of the items cannot be determined prior to start of the work: 1. Facilities & Technical Services will issue a Construction Change Directive directing Contractor to proceed with the change on the basis of Unit Prices, and will cite the applicable unit prices. 2. At completion of the change, Architect and Facilities & Technical Services will determine the cost of such work based on the unit prices and quantities used. a. 1.10 Contractor shall submit documentation to Facilities & Technical Services to establish the number of units of each item and any claims for a change in Contract Time on a daily basis. 3. Architect and Facilities & Technical Services will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. 4. Owner and Contractor will sign and date the Change Order to indicate their agreement with the terms therein. TIME AND MATERIAL / FORCE ACCOUNT CHANGE ORDER / CONSTRUCTION CHANGE AUTHORIZATION A. Architect, Owner and Facilities & Technical Services will issue a Construction Change Directive directing Contractor to proceed with the changes. B. At completion of the change, Contractor shall submit itemized accounting and supporting data as provided in the Article "Documentation of Proposals and Claims" of this section. Supporting data shall include daily worksheets signed by Facilities & Technical Services. C. Architect and Facilities & Technical Services will determine the allowable cost of such work, as provided in the General Conditions and Supplementary Conditions. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01028 Page 5 of 6 SECTION 01028 CHANGE ORDER PROCEDURES 1.11 D. Architect and Facilities & Technical Services will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. E. Owner and Contractor will sign and date the Change Order to indicate their agreement therewith. F. Contractor will submit to the Facilities & Technical Services on all inclusive lists of labor rates with twenty (20) days from issuance of Contract Documents. CORRELATION WITH CONTRACTOR'S SUBMITTALS A. Contractor will periodically revise Schedule of Values and Request for Payment forms to record each change as a separate item of work, and to record the adjusted Contract Sum. B. Facilities & Technical Services will periodically revise the Construction Schedule to reflect each change in Contract Time. 1. C. Revise sub schedules to show changes for other items of work affected by the changes. Upon completion of work under a Change Order, Contractor will enter pertinent changes in Record Documents. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01028 Page 6 of 6 SECTION 01030 ALTERNATES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. 1.2 Drawing, and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specifications Sections, apply to this Section. SUMMARY A. This Section specified administrative and procedural requirements for Alternates. B. Definition: An Alternate is an amount proposed by Bidders and stated on the Bid Form for Certain construction activities defined in the Bidding Requirements that may be added to or deducted from Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems or installation methods described in Contract Documents. C. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted Alternate is complete and fully integrated into the project. D. Materials and Workmanship: Unless otherwise shown on the drawings or specified herein, all materials and workmanship shall comply with the applicable requirements specified under other sections of these specifications for work of similar scope and character. E. Notification: Immediately following the award of the Contract, prepare and distribute to each party involved, notification of the status of each Alternate. Indicate whether Alternates have been accepted, rejected or deferred of consideration at a later date. Include a complete description of negotiated modifications in Alternates. PART 2 – PRODUCTS PART 3 – EXECUTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01030 Page 1 of 2 SECTION 01030 ALTERNATES PART 4 - SCHEDULE OF ALTERNATES: Base Bid: a. High-slope roofing, plus all low-slope porch roofs: Prefinished, 1” mechanically seamed aluminum roofing over 100% hi-temp ice & water underlayment. b. Remainder of Low-slope roofing – Reference Section 07 53 23 EPDM Roofing. ALTERNATE #1A – Stainless Steel (High Roof & Low Porch) Remainder Low EPDM: a. b. c. High-slope roofing: Field-rolled, soldered 1” standing seam stainless steel roof on rosin paper over felt. Low-slope porch roofs: Field-rolled, seam-sealed 1” standing seam stainless steel roof over hi-temp ice & water underlayment. Remainder of Low-slope roofing excluded from this section. Refer to Section075323 – EPDM Roofing ALTERNATE #1B - Stainless Steel (High Roof & Low Porch & Remainder Low): a. High-slope roofing: Field-rolled, soldered 1” standing seam stainless steel roof on rosin paper over felt. b. Low-slope roofing where indicated, including porch roofs: Field-rolled and soldered flat seam stainless steel roof on rosin paper over felt. ALTERNATE #2A – Lead Coated Copper (High Roof & Low Porch) Remainder Low EPDM: a. High-slope roofing: Field-rolled soldered 1” standing seam lead-coated copper roof on rosin paper over felt. b. Low-slope porch roofs: Field-rolled seam-sealed 1” standing seam lead-coated copper roof over hi-temp ice & water underlayment. c. Remainder of Low-slope roofing excluded from this section. Refer to Section 075323 – EPDM Roofing. ALTERNATE #2B - Lead Coated Copper (High Roof & Low Porch & Remainder Low): a. High-slope roofing: Field-rolled, soldered 1” standing seam lead-coated copper roof on rosin paper over felt. b. Low-slope roofing where indicated, including porch roofs: Field-rolled and soldered flat seam lead-coated copper roof on rosin paper over felt. END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01030 Page 2 of 2 SECTION 01045 CUTTING AND PATCHING PART 1 - GENERAL 1.1 REQUIREMENTS INCLUDED A. 1.2 RELATED REQUIREMENTS A. 1.3 Individual Specifications Sections: Cutting and patching incidental to work of that Section. DESCRIPTION A. 1.4 Requirements and limitations for cutting and patching of Work. Execute cutting, fitting, and patching, including excavation and backfill, required to complete the Work and to: 1. Remove existing services, lines and equipment and the installation of new services, lines and equipment, except as shown otherwise. 2. Make its several parts fit together properly. 3. Uncover portions of the Work to provide for installation of ill-timed work. 4. Remove and replace defective work. 5. Remove and replace work not conforming to requirements of Contract Documents. 6. Remove samples of installed work when specified for testing. 7. Provide routine penetrations of non-structural surfaces for installation of electrical services and conduit. SUBMITTALS A. Submit written request to Facilities & Technical Services in advance of executing any cutting or alteration which in the opinion of Facilities & Technical Services affects: 1. The structural value or integrity of any element of the Project. 2. The integrity or effectiveness of weather-exposed or moisture-resistant elements or systems. 3. The efficiency, operational life, maintenance or safety of operational elements. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01045 Page 1 of 3 SECTION 01045 CUTTING AND PATCHING B. 4. The visual qualities of sight-exposed elements. 5. Work of Owner or Prime Contractor. Include in request: 1. 2. 3. 4. Identification of the Project. Location and description of affected work. The necessity for cutting, alteration or excavation. Description of the proposed work: a. b. c. d. 5. 6. 7. C. The scope of cutting, patching, alteration, or excavation. The trades who will execute the work. Products proposed to be used. The extent of refinishing to be done. Alternatives to cutting and patching. Written permission of the Prime Contractor. Date and time work will be executed. Obtain approval prior to proceeding. PART 2 - PRODUCTS 2.1 MATERIALS A. Comply with specifications and standards for each specific product involved. Use materials identical to existing materials. PART 3 - EXECUTION 3.1 INSPECTION A. Inspect existing conditions of the Project, including elements subject to damage or to movement during cutting and patching. Do not cut and patch operating or safety related elements that will result in reduction of capacity to perform. B. After uncovering work, inspect the conditions affecting the installation of Products, or performance of the work. C. Report unsatisfactory or questionable conditions to Facilities & Technical Services in writing; do not proceed with the work until Facilities & Technical Services has provided further instructions. D. Beginning of cutting or patching means acceptance of existing conditions. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01045 Page 2 of 3 SECTION 01045 CUTTING AND PATCHING 3.2 3.3 PREPARATION A. Provide adequate temporary support as deemed necessary by Facilities & Technical Services to assure the structural value or integrity of the affected portion of the Work. B. Provide devices and methods to protect other portions of the Project from damage. C. Provide protection from the elements for that portion of the Project which may be exposed by cutting and patching work, and maintain excavations free from water. PERFORMANCE A. Execute cutting and demolition by methods which will prevent damage to other work, and will provide proper surfaces to receive patching and finishing. B. Execute excavating and backfilling by methods which will prevent settlement of damage to other work. C. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances, and finishes. D. Restore work which has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents. 1. All excessive patching and refinishing shall be performed by applicable trades, with costs borne by contractor requiring openings. E. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces. F. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes. 1. 2. For continuous surfaces, refinish to nearest intersection. For an assembly, refinish the entire unit. END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01045 Page 3 of 3 SECTION 01205 DAILY CONSTRUCTION REPORTS PART 1 - GENERAL 1.1 REQUIREMENTS INCLUDED A. 1.2 RELATED REQUIREMENTS A. 1.3 Division 1 – General Requirements. FORMAT A. 1.4 Daily submission of the detailed construction activities and work conditions on the project site. Follow the attached daily report format, in addition to the documentation required below. CONTENT A. Goals The purpose is to provide a written daily construction report, which shall document daily activities, occurrences and visitors on the project. B. Documentation Field Copy: The Project Superintendent for the project under construction shall prepare a Daily Construction Report for each day. The Project Superintendent’s printed name and signature must appear on each completed Daily Report. It is preferable for the report to be done utilizing the computer, either in Word or MHS’ project management software; however, should it become more efficient for the report to be hand written, it may be hand written. When the report is done on a computer the Superintendent shall print each Daily Construction Report from the computer must be signed and place in a three ring binder. Hand written Daily Construction Reports shall be placed in a three ring binder. Office Copy: On a weekly basis a copy of each report must be transmitted to the Project Coordinator for the office file. Upon completion of each project the Project Superintendent shall deliver all original Daily Construction Reports to the office. These reports will be archived with the project files. The information provided in the report may vary from project to project, depending upon the size, and complexity. At a minimum, it should include the following: Day, numerical date, month and year Weather conditions Prime Contractors working on site Prime Contractors sub-contractors working on site MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01205 Page 1 of 2 SECTION 01205 DAILY CONSTRUCTION REPORTS Number of workers for each contractor and Prime Contractors sub-contractors Identification of equipment Brief description of Contractors work activities and an estimate of percentage completed. Problems encountered, solutions attained. Identification of major material deliveries Start and Finish dates for scheduled activities Names of visitors to site (name, company and purpose) Example: OSHA, Labor and Industry, Owner, Township Inspector, etc. Testing Activities (soils, concrete, steel, masonry, special tests) Safety Issues Unusual Events (uncovering of asbestos, air contamination, wind/storm damage, etc) Important Phone Calls Architect/Owner Comments Contractor Delay Issues Narratives should be written in a professional down to earth manner and include only facts that are accurate and pertinent to each daily activity. Unforeseen conditions Non-conforming work Official notices given to contractors. i.e. seven day notices, safety violations, etc. Information to significant RFI’s verbal answers, etc. C. Tools Daily Reports may be generated using one of the following tools. Microsoft Word – MHS Standard Daily Report Form loaded into Word Project Mates – Daily Report Logs as part of the MHS Project Management System MHS Standard Daily Report Forms (hand written) For the various portions of the Work: D. Attachments Sample Standard Daily Report Form PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01205 Page 2 of 2 Milton Hershey School Facilities & Technical Services PROJECT DAILY REPORT Project: Kinderhaus Siding Upgrades & Workshop Roof Replacement Project Number: 21934 Date: _________________________ Contractors Work Report (Separate Crafts) E.O. Code No. of Persons Working SUBCONTRACTORS: COMMENTS: NM M W Subcontractor’s Name, Type of Work Done, Location of Work, Material Received & Shipped and any Deficiencies Observed. (Use Attachments if Necessary) SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART 1 - GENERAL 1.1 1.2 1.3 REQUIREMENTS INCLUDED A. Procedures for preparation and submittal of Shop Drawings, Product Data, and Samples. B. Contractor review and approval, and distribution of copies. RELATED REQUIREMENTS A. GENERAL CONDITIONS responsibilities of entities. B. Section 01310 - CONSTRUCTION SCHEDULES: Schedule for submittals. C. Section 01600 - MATERIAL AND EQUIPMENT: Product options. D. Section 01720 - PROJECT AS-BUILT DOCUMENTS. E. Section 01730 - OPERATION AND MAINTENANCE DATA. the CONTRACT: Definitions and basic SHOP DRAWINGS A. Present in a clear and thorough manner. Title each drawing with Project name and number. B. Identify field dimensions; show relation to adjacent or critical feature of work or products. 1. 1.4 of Elements of drawings shall be identified by reference to sheet number and detail, schedule or room numbers shown on Contract Drawings. C. Minimum sheet size: Manufacturer's standard; adequate to clearly illustrate. D. The Contractor submitting shop drawings is required to submit them electronically via MHS’ project management software system. PRODUCT DATA A. Submit only pages which are pertinent. 1. Clearly mark each copy of printed data to identify applicable Products, models, options, and other data, referenced to Specification Section and Article number. 2. Show reference standards, performance characteristics and capacities. 3. Show dimensions and clearances required. 4. Show wiring or piping diagrams and controls. 5. Show component parts, and finishes. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01340 Page 1 of 5 SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES B. Manufacturer's standard schematic drawings and diagrams: 1. 2. 3. 4. 1.5 SAMPLES A. Office Samples: Limit to items requiring color, pattern and similar selections and shall be sufficient size and quantity to clearly illustrate: 1. 2. 3. 1.6 Full range of color, texture and pattern, for Architect/Engineer selection. Submit samples for selection of finishes within twenty (20) days after date of Contract. Submit a minimum of two items. B. Label each sample with identification required for transmittal letter. C. Approved samples which may be used in the Work are indicated in the respective Specification Section. MANUFACTURER'S CERTIFICATES A. 1.7 Modify drawings and diagrams to delete information which is not applicable to the Work. Supplement standard information to provide information specifically applicable to the Work. Delete information not applicable. Provide manufacturer's preparation, assembly, and installation instructions when required by the Specification Section. Submit Certificates, in duplicate, in accordance with requirements of each Specification Section. CONTRACTOR RESPONSIBILITIES A. Review and approve Shop Drawings, Product Data, and Samples PRIOR to submission to Facilities & Technical Services, Architect and Engineer. B. Determine and verify: 1. 2. 3. 4. Field measurements. Field construction criteria. Manufacturer's catalog numbers and similar data. Conformance of submittal with requirements of Contract Documents. C. Coordinate each submittal with requirements of the Work and of the Contract Documents. D. Sign or initial each sheet of shop drawings and product data and each sample label to certify approval and compliance with requirements of Contract Documents. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01340 Page 2 of 5 SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 1.8 E. Notify Facilities & Technical Services in writing, at time of submission, of ANY AND ALL DEVIATIONS in the submittals from requirements of the Contract Documents. F. DO NOT FABRICATE PRODUCTS or begin work which requires submittals until return of submittals with Architect/Engineer review stamp. SUBMITTAL REQUIREMENTS A. Transmit submittals promptly in accordance with approved Progress Schedule, and in such sequence as to cause NO DELAY in the work or in the work of any other Contractor. 1. 2. 3. B. The Contractor shall transmit submittals directly to Facilities & Technical Services. The Contractor shall transmit all submittals using the submittal sheet supplied by the Facilities & Technical Services. All submittals must be made within forty five (45) days of the date of the Notice to Proceed. Contractor shall prepare for his/her use on this project a shop drawing stamp or a permanent stick on label as required in Division 1 and shall contain the following: The Prime Contractor approves and submits these shop drawings and samples and thereby represents that he has determined and verified all field measurements, field construction criteria, materials, catalog numbers and similar data and that he/she has checked and coordinated each shop drawing and sample with the requirements of the work and of the Contract Documents and with work of other Subcontractors. Date Contractor Specification Section Contract No. Submittal No. The above stamp or permanent stick on label shall be affixed by the Prime Contractor to all shop drawings and data submitted by the Prime Contractor thus indicating that the Prime Contractor has thoroughly reviewed same and approves of their content. Drawings not stamped in this manner will be returned to Prime Contractor as "not reviewed" for resubmission and no action shall be taken. C. Number of submittals required: 1. 2. 3. D. Shop Drawings: One (1) electronic copy of all shop drawings. One electronic set of shop drawings bearing review comments will be returned to the Contractor. Product Data: Submit one (1) electronic copy. One electronic copy bearing review comments will be returned to the Contractor. Samples: Submit the number stated in each specification section. Submittals shall contain: MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01340 Page 3 of 5 SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 1. 2. 3. 4. The date of submission and the dates of any previous submissions. The Project title and number. Contract identification. The name of: a. b. c. 5. 6. 7. 8. 9. 10. 11. 1.9 1.10 1.11 Contractor Supplier Manufacturer Identification of the project, with the specification section number. Field dimensions, clearly identified as such. Relation to adjacent or critical features of the Work or materials. Applicable standards, such as ASTM or Federal Specification numbers. Identification of deviations from Contract Documents. Identification of revisions on re-submittals. An 8 in. x 3 in. blank space for Contractor and Architect/Engineer stamps. RESUBMISSION REQUIREMENTS A. Make any corrections or changes in the submittals required by the Architect/Engineer or Facilities & Technical Services and resubmit under procedures specified for initial submittals. B. Indicate any changes which have been made other than those requested by the Architect/Engineer or Facilities & Technical Services. ARCHITECT/ENGINEER AND FACILITIES & TECHNICAL SERVICES REVIEW A. Architect's/Engineer's and Facilities & Technical Services’ review of submittals is for GENERAL CONFORMANCE ONLY AND IS NOT IMPLIED OR EXPRESSED AS ACCEPTANCE OR APPROVAL of the submission. B. Submittals will be reviewed and returned to the Contractor within three (3) weeks following the date of receipt from the Contractor to Facilities & Technical Services. DISTRIBUTION A. Distribute reproductions of the Shop Drawings and copies of Product Data which carry the Architect/Engineer stamp of review to: 1. 2. 3. 4. 5. Job site file. Record Documents file. Other affected contractors. Subcontractors. Supplier or Fabricator. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01340 Page 4 of 5 SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES B. Distribute samples which carry the Architect/Engineer stamp of review as directed by the Architect/Engineer. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01340 Page 5 of 5 SECTION 01370 SCHEDULE OF VALUES PART 1 - GENERAL 1.1 REQUIREMENTS INCLUDED A. 1.2 1.3 1.4 Procedures for preparation and submittal of Schedule of Values. RELATED REQUIREMENTS A. GENERAL CONDITIONS of the CONTRACT: Schedule of Values. B. Section 01027 - APPLICATION FOR PAYMENT - Procedures for Applications for Payment. FORMAT A. Type Schedule on AIA Document G703 - Continuation Sheet for Application and Certificate for Payment or on 8-1/2 x 11 in. white bond paper. B. Contractor's standard forms or media driven printout will be considered upon request. C. Follow Table of Contents or Project Manual for listing component parts. Identify each line item by number and title of major Specification Section. CONTENT A. List each "Major Item of Work" and each "Subcontracted Item of Work" and each item covered under “General Conditions”: As a separate line item to serve as a basis for computing values for Progress Payments. B. For each major line item, list sub-values of products operations under the item. C. For the various portions of the Work: 1. 2. Each item shall include a directly proportional amount of the Contractor's overhead and profit. For items on which progress payments will be requested for stored materials, breakdown the value into: a. b. The cost of the materials, delivered and unloaded, with taxes paid. The total installed value. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01370 Page 1 of 2 SECTION 01370 SCHEDULE OF VALUES D. Submit a "Sub-Schedule" of unit costs and quantities for each separate stage, phase or portion of Work with unit values for the materials broken down into: 1. 2. Cost of the material, delivered and unloaded at the site, with taxes paid. Installation costs, including Contractor's overhead and profit. E. The installed unit volume multiplied by the quantity listed shall equal the cost of that item in the Schedule of Values. F. The sum of all values listed in the schedule shall equal the total Contract Sum. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01370 Page 2 of 2 SECTION 01375 MOCK-UPS PART 1 – GENERAL 1.1 GENERAL REFERENCE A. 1.2 DESCRIPTION OF REQUIREMENTS A. 1.3 The scope of work consists of the procedures for construction and review of large scale building mock-ups, both interior and exterior. RELATED REQUIREMENTS SPECIFIED ELSEWHERE A. 1.4 The work of this Section is integral with the whole of the Contract Documents and is not intended to be interpreted outside that context. Sample submission requirements, specified in 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Section. BUILDING MOCK-UP A. Provide mock-ups as specified in Sections 040130, 062050, and 099113. Mock-ups are required for the following: 1. Each type of masonry re-pointing and repair. 2. Repairs to wood dormer trim. 3. Paint removal for each type of substrate on each building. 4. Painting preparation. 5. Paint finishes. B. The approved mock-up area shall constitute the quality of work to be expected throughout the project. All work installed not meeting the standards as approved will be cause for ejection and all work shall be corrected to conform to the approved mock-up area without additional cost to the Owner. C. All costs in connection with the construction of the mock-up shall be included in the Base Bid, including cost of dismantling and removing all parts thereof in mock-up areas, which are disapproved by the Architect. END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01375 Page 1 of 1 SECTION 01501 SAFETY PART 1 - GENERAL 1.1 SUMMARY A. It is recognized that the safety of all personnel is the responsibility of all participants involved directly in the construction of this Project. It is the contractual obligation of the Contractor to adhere to all requirements of the Occupational Health and Safety Act (OSHA) as well as Local and State safety rules and regulations. The Contractor shall assure the safety of his/her personnel by providing all protection and safety devices, covers, etc. as they relate to the safe conduct of his/her work in accordance with all Local, State and Federal regulations. The Contractor is responsible for any safety requirements that are contractually those of any Subcontractor. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION 3.1 ACCIDENTS A. The Contractor shall notify MHS Facilities & Technical Services (FTS) of any personal injury that could require medical treatment of any Contractor or his/her subcontractor’s employees at the project site. Also, any damage to property arising in connection with the Contractor’s performance should be told to MHS FTS as promptly as possible after the occurrence of such injury or damage but at the maximum twenty four (24) hours. Within forty eight (48) hours of such occurrence, the Contractor shall furnish to MHS FTS a complete written report of such injury or damage. Accident Reports shall include specific actions taken by Contractor to preclude recurrence of similar incidents. 3.2 EMERGENCY DATA A. The Contractor shall provide MHS FTS with the following emergency data prior to beginning work at the project site: 1. 2. 3. 4. 5. 6. 7. Emergency care facility to be utilized, address and telephone number. Insurance Company and local agent/name, address and telephone number. Detailed description of overall corporation or company safety program. Employees qualified in any type of first aid, list employee and associated skill. Detailed description of specifically tailored job site safety program. Identify corporate and job site safety officer. Submit weekly TOOL BOX SAFETY TALK program/meeting minutes including; a. Day of week. b. Time of day. c. Location. d. Attendance record. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01501 Page 1 of 5 SECTION 01501 SAFETY e. Agenda. f. Unsafe items previously discussed, date of correction. g. Identify on site personnel with FIRST AID training. 8. All applicable MSDS Program sheets. (Include numbered pages and table of Contents.) 9. Submit completed hazardous substance survey form. 10. Review project “Emergency Response Plan” with MHS FTS. 11. Designate a competent worker who will be on site daily. 12. Employees qualified as equipment operators (cranes, forklifts, lifts) 3.3 SAFETY AGREEMENT A. Contractor shall review and comply with the following Safety Agreement before beginning work: As a Contractor under this Contract, you have, by accepting this Contract, obligated yourself to conduct all your operations within this Safety Agreement. The Contractor agrees that the prevention of accidents to employees and Subcontractors engaged in the Work under this Agreement is the responsibility of the Contractor. The Contractor agrees to comply with all laws, regulations and codes concerning safety as shall be applicable to the work and to the safety standards established during the progress of the Work. When so ordered, the Contractor agrees to stop any part of the Work which MHS FTS or any other applicable agency may deem unsafe until corrective measures satisfactory to MHS FTS and in accordance with the applicable Federal and/or State regulations have been taken and further agrees to make no claim for damages growing out of such stoppages. Should the Contractor neglect to adopt such corrective measures, MHS FTS, through the Owner, may elect to hire an entity, perform the corrections and deduct the cost from payments due or to become due the Contractor. Failure on the part of MHS FTS to stop unsafe practices shall in no way relieve the Contractor of his/her responsibility. The Contractor realizes that an effective accident prevention program is to the mutual benefit of all Contractors through improved employee and public relations and through increased efficiency and production. Further, no accident prevention activity can be truly effective without the sincere cooperation of each Contractor performing on the site. Your attention is directed, but not limited to the following items: 3.4 HOUSEKEEPING A. Indiscriminate accumulations of debris waste or scrap in work areas will not be permitted. (Areas will be designated for storage or disposal.) All materials, tools and MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01501 Page 2 of 5 SECTION 01501 SAFETY equipment must be stored in an orderly manner in designated areas. All lunch trash shall be properly disposed of on a daily basis. 3.5 EMPLOYEE RULES A. MHS FTS will recommend General Safety Topics to enable Contractor’s Supervising Personnel to train employees if a Contractor requests such assistance. 3.6 PERSONAL PROTECTION EQUIPMENT A. Contractors must furnish their employees with the proper type of personal protective equipment as required by the operations being performed, including, but not necessarily limited to the following: 1. Hard Hats must be furnished to employees and worn at ALL times when on this project, whether or not an overhead hazard exists or what state the project may be in. 2. Safety glasses / Face shields must be furnished to employees and worn at ALL times when the operations being performed present the danger of an eye / face injury. The safety attire must contain the approved ASTM label. 3. Fall Protection must be furnished and worn whenever employees are working in an area where falls from heights greater than six (6) feet are possible. 4. MHS FTS requires that appropriate attire be worn at all times while employees are working on-site. Appropriate attire shall be as deemed necessary by MHS FTS and in accordance with all applicable OSHA regulations. 5. Safety vests must be furnished to employees and worn at ALL times when performing work within the right-of-way from any street that vehicular traffic is present. 6. Respiratory protection must be furnished to employees and worn at ALL times when dusty conditions exist. Contractor shall follow OSHA guidelines for respiratory protection. 7. Hearing protection must be furnished to the employee and worn at ALL times when working with or around high-noise level producing machines or equipment. 8. Shirts are to be worn at all times. The following items are prohibited: Sneakers, sandals, shorts, cut-off shirts. Clothing must be free of profanity, offensive language or the promotion of religion. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01501 Page 3 of 5 SECTION 01501 SAFETY B. Contractor shall be responsible for any and all traffic control measures to safeguard construction activities from pedestrian and vehicular traffic. In addition, Contractors will obey all campus speed limits and traffic laws. C. Inappropriate language, obscene gestures and profanity are prohibited. 3.7 SAFETY MEETINGS A. The Contractor is required to conduct and all employees and Subcontractors are required to attend a “Tool Box” type safety meeting once a week. The meetings may neither be presided over by Contractor’s foreman or another competent representative designated by the Contractor. MHS FTS personnel are available to participate in these safety meetings. B. The Contractor will be responsible to submit weekly toolbox safety meeting minutes to MHS FTS while the Contractor has employees or Subcontractors on-site. 3.8 FIRE PROTECTION A. When necessary, the Contractor must supply approved type fire extinguisher for emergency use within his/her own immediate area of operation, including the Contractor’s office, tool and storage enclosures. 3.9 TREATMENT OF INJURIES A. The Contractor shall require that all employees and Subcontractors injured (no matter how slight) while working on this project report immediately for First Aid Treatment. The Contractor shall maintain adequate First Aid Facilities in the field. 3.10 COOPERATION A. Any deviation from this course of action will be called to the attention of the Contractor for immediate correction. Conversely, the Contractor should call attention to any unsafe conditions or unsafe practice by other Contractors at the site. B. Please feel free to enlist the aid of MHS FTS in any accident prevention problem you have. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01501 Page 4 of 5 SECTION 01501 SAFETY 3.11 INSTALLED SAFETY APPARATUS A. The Contractor and his/her Subcontractors are responsible for the reinstallation of safety apparatus installed by other Subcontractors if removed to facilitate the installation of their own contract work. 3.12 CAMPUS POLICIES – Reference Specification Section 01505. 3.13 CRIMINAL BACKGROUND CHECKS – Reference Specification Section 01505 3.14 BADGES A. Reference Specification Section 01505. B. After receiving criminal background check clearances, all Contractor personnel must check-in at the main entrance of the Central Operations Facility, located at 1201 Homestead Lane, Hershey, PA and must show a valid photo ID, prior to being given a badge. END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01501 Page 5 of 5 SECTION 01505 MHS CONTRACTOR POLICY MILTON HERSHEY SCHOOL GENERAL SAFETY POLICIES AND GUIDELINES FOR CONTRACTORS AND SUB-CONTRACTORS Safety and health are major concerns of Milton Hershey School, and we are mandated to create a safe environment for our students, employees, visitors and you, our Contractor. With this in mind, MHS Safety & Security Officers and Central Monitoring Operators are available 24 hours a day, 7 days a week, to provide a secure campus and to react quickly to any emergency situation. Contractors working on the Milton Hershey School campus are expected to comply with all government, state and local regulations and to take all reasonable safety precautions with respect to their work and the materials brought onto the Milton Hershey School campus. As long as the Contractor has employees working and/or material stored on school property, their written Hazardous Communication Policy and all applicable Material Safety Data Sheets (MSDS) must be available at the work site; these may be requested at any time throughout the duration of the project. The Hazard Communication Program should be reviewed by a company representative prior to commencing work, to ensure that Contractor employees are educated on the location of the chemicals used by Milton Hershey School. If the materials are supplied by Milton Hershey School for the Contractor, the Contractor is still the person responsible for ensuring MSDS’s are available upon request. In an effort to sustain safety and promote the health and welfare of all concerned during your project, the following safety practices will be enforced. Since these are not all-inclusive and unique situations arise, special safety situations should be individually discussed with the Milton Hershey School representative or project coordinator. MHS CONTRACTOR GUIDELINES AND SAFETY PRACTICES: I. The Contractor must report any accident, injury, or situation occurring on Milton Hershey School property that requires the assistance of emergency personnel. This information must be reported immediately to the MHS Campus Service Center, via telephone at (717) 520-2647. II. All Contractors hired to do work for the Milton Hershey School are required to provide a Certificate of Insurance prior to commencement of work. The insurance requirements are as follows: A. Comprehensive General Liability 1. Occurrence Form 2. Minimum limits of liability: $1,000,000 per occurrence Combined Single Limit (CSL) bodily injury and property damage. 3. Coverage: a. Bodily Injury b. Property Damage c. Blanket Contractual d. Personal Injury e. Products / Completed Operations f. Broad Form Property Damage g. Fire Damage Legal Liability B. Comprehensive Automobile Liability 1. $1,000,000, per occurrence Combined Single Limit (CSL) bodily injury and property damage. C. Workers’ Compensation 1. Statutory Compensation Coverage 2. Employer’s liability insurance with limit not less than $500,000, per occurrence. 3. Any contractor not required to carry workers’ compensation by PA State Law must notify the Risk Management Office in writing. 1 SECTION 01505 MHS CONTRACTOR POLICY D. Separate Certificate of Insurance shall be submitted as follows: 1. Prime Contractor: Submit Certificate of Insurance for this project naming Milton Hershey School as additional insured. The policy should state in the description block – “Milton Hershey School is included as additional insured except for workers’ compensation”. If applicable, the architect/engineer shall be included as an additional insured. Include Milton Hershey School project name and number on Certificate of Insurance. Certificate of Insurance should be emailed to coi@mhs-pa.org and risserd@mhs-pa.org. 2. Subcontractor(s) to Prime: Submit Certificate of Insurance. Include Milton Hershey School project name and number on Certificate of Insurance as well as the name of the Prime Contractor. Certificate of Insurance should be emailed to coi@mhs-pa.org and risserd@mhs-pa.org. III. Milton Hershey School is a Tobacco-Free campus. Smoking AND/OR the use of tobacco products on MHS property is prohibited. IV. Milton Hershey School prohibits all School employees, contract and temporary employees, customers, contractors, and visitors from carrying, possessing or storing a weapon of any kind, while on School campus, regardless of whether the person has registered the weapon or is licensed to carry a concealed weapon. V. All contractors hired to do work for Milton Hershey School MUST provide both the PA State Police and Federal Criminal Background Checks for all of their employees and sub-contractors, working on the MHS Campus. The following Criminal Background Checks are required and must be completed 7 to 10 days prior to the start of the project and must be in place prior to the employees working on the MHS Campus: A. Pennsylvania State Police Access to Criminal History (e-PATCH): PA State Police Criminal History Reports are available from the Pennsylvania State Police website, https://epatch.state.pa.us. The cost per report is $10.00, payable electronically on the website. B. One of the following Federal Criminal History Reports: 1. The FBI fingerprint check, sponsored through COGENT: at http://www.pa.cogentid.com the cost per individual is $28.75 and the information is available on the Cogent website. 2. Intellicorp Federal Criminal History and Sex Offender Data Base Search: obtained through Intellicorp at www.intellicorp.net the cost per individual for the Intellicorp report is $9.95, payable electronically on the website. Contact Intellicorp at 1-800-539-3717 for account set-up. Intellicorp provides MHS contractors with special pricing, so make sure they know you are working under the Milton Hershey School, prior to setting up your company’s account. C. Once completed, return the Criminal Background Checks to Milton Hershey School, Attn: Campus Service Center, P.O. Box 830, 1201 Homestead Lane, Hershey, PA 17033 or via e-mail to ContractorRpts@mhs-pa.org, or fax to 717-5203387. All social security numbers should be stricken prior to submission. The contractor is responsible to provide and review all MHS Policy Information with their subcontractors working on the MHS Campus. This includes all criminal history checks and liability insurance requirements. Random ID Badge checks will be conducted by Milton Hershey School staff, at any time. 2 SECTION 01505 MHS CONTRACTOR POLICY VI. Contractors performing work at Milton Hershey School MUST obtain an MHS contractor ID badge and display it while working on the MHS Campus. A. All contractors must check-in at the main entrance of the Central Operations Facility, located at 1201 Homestead Lane, in Hershey, PA and must show a valid photo ID, prior to being given an ID badge. B. The contractor ID badges list the contractor’s company name, the employee’s name, their picture and the date the badge expires. C. Badges must be visible at all times when working in or around administrative buildings and student homes. Contractors working outside must have their badge on their person and available upon request from any MHS employee, including Facilities & Technical Services personnel. D. Badges MUST be returned to the MHS Campus Service Center, at the end of the project. E. Badges are not to be interchanged with other contractor employees; each person on at the worksite must have their Act 34 clearance in place and must be issued an MHS contractor ID badge. F. Contractors are required to remain at the location where the work is being performed. Access to other buildings or areas is not permitted and will be denied. G. Report lost badges to MHS Campus Services at (717) 520-2647. VII. The contractor shall report any OSHA or Regulatory Agency inspections within 24 hours (or by the next normal work day) and forward copies of any citations to the Safety and Security office, located in the Central Operations Facility, at 1201 Homestead Lane, Hershey, PA 17033. Security can be contacted by calling MHS Campus Services at (717) 520-2647. VIII. All work areas shall be visibly marked or cordoned off to protect others and point out any hazards, to assure the safety of students, employees, and visitors on campus. At the end of every work day, the building and construction perimeter shall be secured. The contractor will be subject to fines for violation of this requirement. IX. Whenever work is in progress in/around an operational building, and that work creates dusts, fumes, gasses, mists, irritants or has an intense smell, the air intake and ventilation systems of that building (and any in immediate proximity to the work) must be addressed. A. Extreme care must be taken to assure these vapors and irritants do not enter the building. B. While the project coordinator should be consulted for assistance in complying, it is the ultimate responsibility of the contractor to see this is accomplished. X. The contractor shall at all times, keep the job site and premises clean of debris arising from the work of their employees and subcontractors. XI. All personnel employed by the contractor must wear appropriate clothing and personal protective equipment by the nature and material of their work, including hard hats, eye and respiratory protection. Shirts are to be worn at all times. Clothing must be free of profanity, offensive language or the promotion of religion. XII. Contractors engaged in work from roofs, scaffolds, aerial equipment or lifts must be trained in fall prevention and have established controls, equipment, and necessary protective measures in place. 3 SECTION 01505 MHS CONTRACTOR POLICY XIII. Hot Work Permits – Fire Prevention steps are required during any building construction and/or renovation, here at Milton Hershey School. ** (Please review the Hot Work Permits information, as this portion of the policy has changed.)** A. All contractors MUST complete a hot work permit when the work being done involves any burning, cutting, brazing, soldering, welding or use of open flame or torch, this includes all MHS worksites. B. Hot work permits MUST be completed for all new construction, as well as existing buildings and structures that are undergoing additions and/or renovations, regardless if a working fire suppression system or fire alarm system is in place. C. The Hot Work Permits are completed and kept on file in the Campus Service Center, located in the Central Operations Facility, at 1201 Homestead Lane, in Hershey, PA. D. Hot work permits for all projects can be completed via-telephone. The Contractor is responsible for contacting MHS Campus Services on a daily basis, at (717) 520-2647, to provide the details of the work and must include the start and end times for the Hot Work Permit and to ensure that all Hot Work Permit guidelines are adhered to. E. A fully charged, correctly sized and classed fire extinguisher must be available on every job site. Contractors involved in the welding or burning operations must protect the area where they are working and have fully charged, correctly classed fire extinguishers in the immediate area. XIV. Power tools, machinery and equipment must be in good operating order and any safety devices originally installed by the manufacturer shall not be removed or defeated. A. All power tools, cords and equipment should be covered under an Assured Grounding Program and equipped with ground fault circuit interrupters (GFCI’s). B. All construction material stored on campus must be stored safely. XV. XVI. Portable or job made ladders must be used in OSHA approved methods and be in good condition. When ladders must be used where there is danger of contact with energized parts, the ladder must meet the standard for non-conductivity. Platforms, scaffolds and other major equipment must be erected under the supervision of a competent person and to OSHA standards. Equipment should be inspected daily and frequently, during use. All contractors engaged in electrical or mechanical work must follow OSHA approved Lockout/Tagout procedures. XVII. All contractors performing work within a confined space must present proof that they have been trained in Confined Space entry and safety, and have an approved program, safety measures, entry permits and a rescue plan in place. XVIII. Contractors performing paving or resurfacing operations must provide signs, signals and/or flagmen for appropriate traffic control and safety precautionary measures. XIX. Landscaping/tree trimmers should sufficiently barricade, use signs and/or signals to deter the passage of vehicles or people in the path of their operation. XX. Trenches, pits, holes and other excavations must be designed using accepted engineering practices and properly shored for safety. All open excavations must be adequately fenced to protect against intrusion by children. No excavation should be executed until all private and public underground utility installations have been determined by contacting Pennsylvania One Call at 1-800-242-1776. In addition, Contractors must contact MHS Campus Services and “Request Assistance to Mark Private Utilities” by MHS Mechanical Maintenance Technicians. IMHS Safety & Security Officers have authority to “Shut-Down” any work site they deem as unsafe. 4 SECTION 01505 MHS CONTRACTOR POLICY XXI. XXII. Contractors performing work where asbestos is a known part of the contract are required to review Milton Hershey School’s AHERA (Asbestos Hazard Emergency Response Act) Management Plan prior to commencing work. If asbestos is unexpectedly encountered during the performance of work, all work must stop until the Project Manager and the Safety & Security Office are notified and an appraisal made of the situation. Building Access: A. No Contractor will be permitted in an occupied student home before 8:00 a.m. or after 2:30 p.m. unless special arrangements and permission have been coordinated with the houseparents. B. Contractors must provide a minimum 24-hour notification to the Milton Hershey School manager facilitating the project, prior to performing work in a student home or campus building. C. The MHS Campus Service Center will provide the initial contact to the home and post the information on the CSC Daily Campus Calendar. D. When the work requires access to an occupied scholastic or administrative building, Contractor shall check-in with that building’s main office prior to beginning work each day. At no time shall the Contractor enter an occupied classroom without checking in with the main office. E. For emergency access or in special circumstances, the Contractor must contact MHS Campus Services at (717) 520-2647, and request a Security Officer to provide access to a student home or building. F. The contractor will advise the name of their company and the building to which they are requesting access and a brief description of the work to be performed. G. The contractor will wait until the Security Officer arrives before entering the student home or building. H. The contractor is responsible for contacting MHS Campus Services at (717) 520-2647, when work is completed to request a Security Officer to lock-up and arm the student home or building. I. Contractors will at no time prop open doors to any student home or building. Contractors are permitted to temporarily open doors while moving equipment and supplies in and out of the job site. XXIII. Any contractor encountering a problem with a student or School employee while on campus will immediately report it to his/her supervisor, who will notify Security. XXIV. In the event of an emergency; contractors should telephone 9-1-1 and also call the MHS Campus Service Center at (717) 520-2647. Campus Services will dispatch MHS Security Officers to any type of emergency situation. XXV. All communications and interactions between contractors and MHS Students and staff are prohibited. Discussion of project work should be limited to discussions with MHS Facilities & Technical Services Staff, only. A. Please refer all questions to his/her supervisor, or the Milton Hershey School Project Manager facilitating the project. B. Inappropriate language, obscene gestures and profanity are prohibited. XXVI. Contractors will obey all campus speed limits and traffic laws. 5 SECTION 01505 MHS CONTRACTOR POLICY XXVII. Rock Detonation Policy - The following ROCK DETONATION POLICY is the policy that has been approved by Milton Hershey School Project Management for use during the construction of all projects. All contractors must agree to the conditions of this policy before permission can be granted to allow blasting. A. All rock detonation will be conducted in accordance with all state and federal regulations. B. A licensed explosives contractor shall perform all rock detonation. License numbers are to be filed in the Milton Hershey School Project Management Office. C. There will be NO explosives stored on the project site. D. Any explosives not used on the day of delivery will be returned to a secure area off site. E. All rock detonation will be monitored by seismograph equipment in an appropriate location. F. Detailed records of all rock detonations will be kept on site. G. Public notification of rock detonation will be done according to the following signals: H. Milton Hershey School’s on-site superintendent will be notified by direct contact one (1) hour prior to detonation. I. Immediately before detonation there will be two (2) short siren tones and one (1) 30-second tone to indicate that rock detonation will immediately follow. J. Immediately following the confirmation that all explosives have detonated, there will be one (1) 30-second siren tone to indicate “all clear”. K. The licensed blasting contractor will personally notify building owners in close proximity. L. Only licensed explosives contractors will be permitted within the area of rock detonation. M. Explosives to be used WILL NOT be of the type to interfere with radio waves, therefore there is NO danger of detonation other than by the explosives contractor. N. Any damage that is directly related to rock detonation should be brought to the attention of Milton Hershey School’s on-site superintendent. O. Proper traffic control and signal will be used in accordance with state and federal requirements. XXVIII. Contractors company vehicles and employee’s personal vehicles being driven onto any part of the Milton Hershey School campus shall be free of any graphics, stickers, decals or signs which are lewd, sexually suggestive, racial, promoting the use of drugs or fire arms. The initial infraction will result in immediate removal of the vehicle from campus. A second infraction will result in the employee or contractor being banned from campus VIOLATION OF ANY OF THE ABOVE MENTIONED POLICIES MAY RESULT IN REMOVAL FROM MILTON HERSHEY SCHOOL PROPERTY. 6 SECTION 01505 MHS CONTRACTOR POLICY MILTON HERSHEY SCHOOL CONTRACTOR – SAFETY AGREEMENT I, as contractor or designated representative, have read and understand the General Safety Policies and Procedures addressed by Milton Hershey School and obligate myself to conduct all operations within these policies. I further understand that any violation of these Policies and Procedures may result in removal from Milton Hershey School property and affect my company’s ability to provide future services to the School. I also agree to comply with MHS Campus Rules, detailed in this document, as well as, all federal, state and local safety codes and regulations and to any additional safety standards established during the progress of the work throughout the duration of my contract. I understand that our written Safety and Hazard Communication Policies may be requested at any time, and that all Material Safety Data Sheets (MSDS), for any product brought or stored on campus which contains hazardous chemicals, must be fully accessible at the work site. I am aware that deviating from these Policies and Standards or engaging in work practices that may be deemed unsafe, may result in the work being halted until corrective measures are taken that ensure safety compliance. I further agree to make no claim for damages growing out of such stoppages. Should I neglect to adopt corrective measures, I understand Milton Hershey School or its designate may elect to hire an entity, perform them, and deduct the cost from payments due or to become due the contractor. Contractor/Representative Signature Date Print Name Title Company Name Project Name & Number Address Project Location Telephone Per direction of the Project Manager, please return completed form to: Milton Hershey School, Attn: Dawn Risser, MHS Project Coordinator 1201 Homestead Lane P.O. Box 830 Hershey, PA 17033-0830 or via email to risserd@mhs-pa.org or fax to (717) 520-2277 7 SECTION 01510 TEMPORARY UTILITIES AND FACILITIES PART 1 GENERAL 1.01 RELATED DOCUMENTS A. 1.02 Drawings and general provisions of the Contract, including General Conditions and other Division 1 Specification Sections, apply to this Section. SUMMARY A. This Section specifies requirements for temporary services and facilities including utilities, Construction and support facilities, security and protection, as specified below. The Scope of work includes installation, maintenance, and removal of utilities. B. Temporary utilities required include, but are not limited to: C. D. 1. Contractor shall utilize existing water service where possible and feasible. Existing hose bibs around Kinderhaus may be used. Adjacent student homes, fire hydrants, etc shall not be utilized for temporary water. 2. Contractor shall furnish, install and maintain all temporary power and light distribution systems (lighting, receptacles, panels, etc) as required to perform the work of this Contract. Temporary electric shall be OSHA, NEA and UL compliant and installed as per the National Electric Code. If a conflict occurs between these governing agencies the Contractor shall base his / her proposal on the more stringent application. Existing exterior electrical receptacles may be used. 3. Temporary electric will not be provided for Contractor storage trailers or field office. The MHS Project Manager / Superintendent may allow one (1) field office at a location (to be determined). Contractor would be responsible to provide temporary wiring, etc. to a temporary panel. 4. Temporary telephone, internet or data service(s) will not be provided on this project. Temporary Construction and Support Facilities required include, but not limited to: 1. The Contractor shall be responsible for providing temporary toilets. 2. The Contractor shall be responsible for all dewatering to perform their work as required. 3. The Contractor shall provide temporary shoring, etc. as required for trenching as needed. 4. The Contractor shall provide hoists, scaffolding, etc. as required. 5. Temporary project identification signs, including signs for directions, warnings, deliveries and safety shall be provided by the Contractor and shall be coordinated by MHS Facilities & Technical Services, as applicable. 6. The Contractor shall furnish safety and first aid supplies. Security and Protection Facilities required included, but are not limited to: 1. Contractor shall provide temporary fire protection and extinguishers as needed. 2. Contractor shall provide barricades, warning signs, and lights as needed. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01510 Page 1 of 7 SECTION 01510 TEMPORARY UTILITIES AND FACILITIES E. 3. Environmental protection shall be provided by the Contractor. 4. Securing of the buildings and property shall be provided by the Contractor. Quality Assurance 1. Regulations: All trades shall comply with industry standards and applicable laws and regulations of authority having jurisdiction, including but not limited to: a. b. c. d. e. F. 1.03 Municipal and L&I Building Code Requirements. Health and Safety Regulations. Utility Company Regulations. Police, Fire Department, and Rescue Squad rules. Environmental Protection Regulations. Inspections: The Contractor furnishing the temporary utility shall arrange for authorities having jurisdiction to inspect and test each temporary utility (if required) before use and obtain required certifications and permits. Provide copies (once complete) of the results of all inspections and tests to MHS Facilities & Technical Services. PROJECT CONDITIONS A. Conditions of Use: The Contractor shall keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous or unsanitary conditions or public nuisances to develop or persist on the site. Report any unsafe conditions to MHS Facilities & Technical Services immediately. PART 2 - PRODUCTS 2.01 2.02 MATERIALS A. General: Provide new materials or, if acceptable to the Architect and/or MHS Facilities & Technical Services, undamaged previously used materials in serviceable condition may be used for temporary construction. Provide materials suitable for the use intended. B. Tarpaulins: Provide waterproof, fire-resistant, UL labeled tarpaulins with flame spread rating of 15 or less. For temporary enclosures, provide translucent nylon reinforced laminated polyethylene of polyvinyl chloride fire retardant tarpaulins. C. Drinking Water: All Contractors shall provide potable water for their personnel as approved by local Health Authorities. EQUIPMENT A. General: Provide new equipment or, if acceptable to the Architect and/or MHS Facilities & Technical Services, undamaged previously used equipment in serviceable condition may be used for temporary construction. Provide equipment suitable for use intended. B. Water Hoses: Provide 3/4" heavy duty abrasion resistant, flexible rubber hoses 100-feet long, with pressure rating greater than the maximum pressure of the water distribution system. Provide adjustable shut off nozzles at hose discharge. C. Electrical Outlets: Contractor shall provide properly configured NEA polarized outlets to prevent insertion of 110-120 volt plugs into higher voltage outlets. Provide receptacle outlets equipped with ground fault circuit interrupters, reset button and pilot light, for connection of power tools and MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01510 Page 2 of 7 SECTION 01510 TEMPORARY UTILITIES AND FACILITIES equipment. D. Electrical Power Cords: Contractor shall provide grounded extension cords. Use hard service cords where exposed to abrasion and traffic. Provide waterproof connectors to connect separate lengths of electric cords, if single lengths will not reach areas where Construction activities are in progress. Do not exceed safe length-voltage ratio. All extension cords must have a ground plug. E. Contractor shall provide rough service incandescent or fluorescent lamps of wattage required for adequate illumination. Provide guard cages or tempered glass enclosures. Furnish and install exterior fixtures if exposed to rain and moisture. Lighting and receptacles will not be on the same circuit. F. First Aid Supplies: Contractor shall comply with governing regulations. All individual Contractors/Subcontractors shall have a first aid kit and comply with all governing regulations. G. Fire Extinguishers: Provide hand carried, portable UL rated, Class "A" Fire extinguishers for temporary office and similar spaces. In other locations, provide hand carried, portable, UL rated, Class "ABC" dry chemical extinguishers, or a combination of extinguishers of NFPA recommended classed for the exposures. Comply with NFPA 10 classification, extinguishing agent and size required by location and class of fire exposure. H. Temporary Toilet Units: Will be provided by the Contractor and be self-contained single occupant toilet units of the chemical, aerated re-circulation, or combustion type. Units shall be properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar non-absorbent material. PART 3 - EXECUTION 3.01 TEMPORARY UTILITY INSTALLATION A. Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the project adequately and result in minimum interference with performance of the work. Relocate and modify facilities as required. B. Provide temporary 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 completed permanent facilities that have been authorized for use. C. Permanent Facility Warranties: Use of permanent facilities prior to substantial completion shall not reduce the one (1) year warranty period for permanent facilities from the date of substantial completion. D. Requirements for Water Service E. 1. Contractor shall maintain STRICT supervision of the operation of the temporary water system. Enforce conformance with applicable codes and standards. Enforce ENERGY CONSERVATION. Enforce safe practices and conditions. Prevent abuse of service. 2. The Owner (MHS) shall pay for all temporary water usage if drawn from the permanent water system. Temporary Electric Power Distribution 1. Provide weatherproof, grounded wiring with overload protection, with direct wired connections, where feasible, and for all voltages over 120 volts. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01510 Page 3 of 7 SECTION 01510 TEMPORARY UTILITIES AND FACILITIES a. Where a service of a type other than herein mentioned is required, the Contractor requiring the same shall install and pay all costs for such special service, including power requirements for temporary offices. Contractor will be responsible for providing a generator for temporary electric where power cannot be obtained within a reasonable distance from the temporary electric service. b. Contractor shall provide grounded extension cords. Use hard service cords where exposed to abrasion and traffic c. Contractor shall provide and pay for all installation, maintenance, servicing, operation and supervision of all electric lines, services, etc required to complete the work of this Contract. d. The Owner (MHS) shall pay for all temporary electric usage (PPL bill). 2. The Contractor shall maintain STRICT supervision of the operation of all temporary electric systems. a. b. c. d. 3.02 Enforce conformance with applicable codes and standards. Enforce ENERGY CONSERVATION. Enforce safe practices and conditions. Prevent abuse of service. TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION A. B. General 1. Locate field offices, storage, sanitary facilities, and other temporary construction and support facilities for easy access and as directed by the MHS Facilities & Technical Services. 2. Provide incombustible construction for offices, shops, and sheds located within the construction area, or within 30 feet of building lines, if required. Field Offices 1. Contractors may, at their own option and expense including utilities, provide offices for their personnel. Each Contractor must maintain on the site a copy of all Contract Documents, Change Orders, supplemental drawings, shop drawings, and submissions, and a set of asbuilt prints. 2. Contractor shall maintain in their field office all OSHA required up to date Hazardous Communications Standards, MSDS information and emergency phone numbers and contract information. 3. Storage and Fabrication Sheds: Contractor may, at their own option and expense, provide storage sheds or trailers, sized, furnished, and equipped to accommodate materials and equipment involved. Sheds may be open shelters or fully enclosed spaces. The use of such sheds and trailers shall be limited, and their use must be approved by MHS Facilities & Technical Services. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01510 Page 4 of 7 SECTION 01510 TEMPORARY UTILITIES AND FACILITIES 4. C. D. To aid energy conservation, at the end of each day including weekends, all non essential equipment shall be turned off, and or adjusted to maintain minimal requirements (prevent overheating, freezing, etc). If necessary, unplug equipment / appliance including but not limited to; air conditioning, heating, lights, photo-copiers, computers, printers, etc Sanitary Facilities 1. Contractor shall provide temporary toilets which shall comply with all regulations and health codes for the type, number, location, operation and maintenance of fixtures and facilities. Temporary toilets will be provided where facilities will best serve the project needs at a rate of one (1) unit for every fifteen (15) workers. Locations shall be designated by the MHS Facilities & Technical Services Superintendent. 2. Drinking Water Facilities: Contractor shall provide containerized tap dispenser bottle water type drinking water units, including paper supply. Dewatering Facilities and Drains (As applicable) 1. Contractor shall provide temporary drainage and dewatering of facilities and operations as required to perform their work. Comply with dewatering requirements of applicable Sections. Where feasible, utilize the same facilities. All Contractors shall be responsible to maintain the site, excavations and construction free of water associated with his / her work. 2. Contractor shall provide temporary storm water drainage lines including roof drainage outside the buildings until permanent drainage lines are installed and shall remove storm water from buildings to an approved discharge area. E. Temporary Lifts and Hoists: Truck cranes and similar devices used for hoisting materials are considered "tools and equipment", and shall be provided by the Contractor(s) including his/her Subcontractors(s) requiring same. F. Project Identification and Temporary Signs G. 1. Contractor shall provide project identification and other signs of the size if indicated. Install signs where indicated to inform the public and persons seeking entrance to the Project. Support on posts or framing of preservative treated wood or steel. Do not permit installation of unauthorized signs. All signage shall be as approved by the MHS Facilities & Technical Services Construction Superintendent. 2. Temporary Signs: Furnish and install signs to provide directional information to construction personnel and visitors. Collection and Disposal of Waste 1. Contractor shall be responsible for coordinating and maintaining a clean project site. 2. Contractor is responsible for general clean up and trash removal resulting from the work or employees of this contract. Contractor shall provide dumpster(s) as required for the purpose of trash removal for the work of this Contract. Hazardous materials shall not be placed in dumpster but should be removed from site as required. Dispose of material in a lawful manner. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01510 Page 5 of 7 SECTION 01510 TEMPORARY UTILITIES AND FACILITIES 3. 3.03 In a case where the Contractor fails to adequately clean up, MHS Facilities & Technical Services may take corrective action, including applying back-charges. H. Stairs: Temporary stair systems must comply with OSHA guidelines. I. Debris Control: Contractor shall daily clean all mud, dirt, and debris resulting from all trades operations from the adjacent streets, sidewalks, drives, parking areas and shall repair all damage to the satisfaction of MHS Facilities & Technical Services. J. Contractor shall be responsible for snow removal and ice prevention, any temporary roads, lay down areas, field office areas, etc. Removal and prevention shall include access to the building and walkways in the vicinity of the project. SECURITY AND PROTECTION FACILITIES INSTALLATION A. Barricades, Warning Signs and Lights: Contractor and their Subcontractors shall comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and/or needed, provide lighting including flashing red or amber lights. B. Security Enclosure and Lock Up: Contractor is responsible to secure the storage of their material and equipment on and off the site. C. Environmental Protection: Contractor shall provide protection, operate temporary facilities and conduct construction in ways and methods that comply with environmental regulations, and minimize the possibility that air, waterways, and subsoil might be contaminated or polluted or that other undesirable effects might result. Avoid use of tools and equipment, which produce harmful noise. Restrict use of noise making tools and equipment to hours that will minimize complaints from persons or firms near the site. D. Until fire protection needs are supplied by permanent facilities the Contractor shall install and maintain temporary fire protection facilities of the types required to protect against reasonable predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers". E. 1. Locate fire extinguishers where convenient and efficient for their intended purpose, but not less than two (2) extinguishers on each floor or one (1) at each usable stairwell, whichever is greater or required. 2. Store combustible materials in containers in fire safe locations. 3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, and other access routes for fighting fires. 4. Provide supervision of welding operations, temporary heating units, and similar sources of fire ignition. Contractors and their Subcontractors are responsible for providing fire protection mats, a person assigned to fire watch, temporary fire extinguishers, and proper notification to other trades during any welding process. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01510 Page 6 of 7 SECTION 01510 TEMPORARY UTILITIES AND FACILITIES D. 3.04 Security Enclosure and Lock Up 1. The Contractor shall install and maintain temporary enclosure (orange fencing). Fencing shall be provided around the perimeter of the project. 2. The Contractor shall maintain, furnish and install padlocks for temporary facilities and student home entrance doors, etc as required to prevent unauthorized entrance, vandalism, theft and similar violations of security. Provide the MHS Facilities & Technical Services Construction Superintendent with keys (quantities as requested). 3. Contractors and their Subcontractors are responsible for the secure storage of their own material and equipment on and off the site. OPERATION, TERMINATION AND REMOVAL A. Supervision: Enforce discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse. B. Maintenance: Maintain temporary facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements. C. Maintain markers for underground lines. Protect from damage during excavation operations. D. Termination and Removal: Removal of the following temporary facilities will be by others: a. N/A END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01510 Page 7 of 7 SECTION 01600 MATERIAL AND EQUIPMENT PART 1 - GENERAL 1.1 1.2 1.3 REQUIREMENTS INCLUDED A. Products. B. Workmanship. C. Manufacturer's Instructions. D. Transportation and Handling. E. Storage and Protection. F. Contractor Options. G. Material Source and Subcontractor Approval. H. Substitutions. RELATED REQUIREMENTS A. Section 01090 - REFERENCE STANDARDS: publication source for referenced standards. Provision and identification of B. Section 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES: Submittal of manufacturer's drawings, descriptive literature, samples and certificates. C. Section 01710 - CLEANING: Manufacturer's recommendation and procedures for cleaning. D. Section 01730 - OPERATING AND MAINTENANCE DATA: Demonstration and submission of instructions. E. Section 01740 - WARRANTIES AND BONDS: Form and time of submission. PRODUCTS A. Products include material, equipment, and systems. B. Comply with Specifications and referenced standards as minimum requirements. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01600 Page 1 of 4 SECTION 01600 MATERIAL AND EQUIPMENT 1.4 1.5 C. Manufactured and fabricated components required to be supplied in quantity within a Specification section shall be of the same manufacturer, and shall be interchangeable. D. When work of Project involves alteration and addition work, DO NOT use materials and equipment removed from existing structure, except as specifically allowed by notation or indication by Contract Documents. WORKMANSHIP A. Comply with industry standards when more restrictive tolerance or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. C. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration and racking. MANUFACTURERS' INSTRUCTION A. When work is specified to comply with manufacturer's printed instructions, obtain and distribute copies to persons involved, and maintain one set at job site in field office. B. Perform work in accordance with manufacturer's instructions and specified requirements. C. Should a conflict exist between Specifications and instructions, consult with the Architect/Engineer and Facilities & Technical Services. D. All materials must be installed by skilled mechanics in accordance with the best practices of the industry. 1.6 TRANSPORTATION AND HANDLING A. Arrange deliveries of Products in accord with construction schedules, coordinate to avoid delay of progress, conflict with work and conditions at the site. B. Transport Products by methods to avoid Product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry. C. Provide equipment and personnel to handle Product by methods to prevent soiling or damage. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01600 Page 2 of 4 SECTION 01600 MATERIAL AND EQUIPMENT D. 1.7 1.8 1.9 Promptly inspect shipments to assure that Products comply with requirements, quantities are correct, and Products are undamaged. STORAGE AND PROTECTION A. Store Products in accordance with manufacturer's instructions, with seals and labels intact and legible. B. Store sensitive Products in weather-tight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions. C. For exterior storage of fabricated Products, place on sloped supports above ground. Cover Products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation. D. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with foreign matter. E. Arrange storage to provide access for inspection. Periodically inspect to assure Products are undamaged, and are maintained under required conditions. F. After installation, provide coverings to protect Products from damage from traffic and construction operations, remove when no longer needed. G. All contractors must coordinate and schedule the storage of materials in the lay down area and in the building with Facilities & Technical Services. CONTRACTORS OPTIONS A. Products Specified By Reference Standards Or By Description Only: PRODUCT meeting those standards. ANY B. Product Specified By Naming Several Manufacturers: Products of named manufacturers meeting specifications; NO OPTIONS, NO SUBSTITUTIONS. C. Products Specified By Naming One Or More Manufacturers With "Or Equal": SUBMIT A REQUEST FOR SUBSTITUTION for any manufacturer not specifically named. D. Products Specified By Naming Only One Manufacturer: SUBSTITUTION allowed. NO OPTIONS; NO MATERIAL SOURCE AND SUBCONTRACTOR APPROVAL MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01600 Page 3 of 4 SECTION 01600 MATERIAL AND EQUIPMENT A. Submit, on forms provided by Facilities & Technical Services, the names and addresses of subcontractors, testing laboratories, and manufacturing sources of materials to be incorporated into or used on this project. B. Tabulate products by Specifications section number, title and Article number. C. These forms shall be properly completed and must be submitted to Facilities & Technical Services within thirty (30) calendar days after date of Contract. D. The Architect/ Facilities & Technical Services upon receipt of properly completed copies of the forms will promptly review for approval or disapproval and subsequent distribution. END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01600 Page 4 of 4 SECTION 01701 CONTRACT CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 REQUIREMENTS INCLUDED A. 1.2 1.3 Administrative provisions for Substantial Completion and for Final Acceptance. RELATED REQUIREMENTS A. GENERAL CONDITIONS OF THE CONTRACT: Fiscal provisions, legal submittals, and additional administrative requirements. B. Section 01710 - CLEANING: Final Cleaning. C. Section 01720 - PROJECT AS-BUILT DOCUMENTS. D. Section 01730 - OPERATION AND MAINTENANCE DATA. E. Section 01740 – WARRANTIES. SUBSTANTIAL COMPLETION A. When Contractor considers his/her Work is substantially complete, he/she shall submit to Facilities & Technical Services: 1. A written notice that the Work, or designated portion thereof, is substantially complete. 2. A list of items to be completed or corrected. 3. Certification that:  Contract Documents have been reviewed.  Work has been inspected for compliance with Contract Documents.  Work has been completed in accordance with Contract Documents, and deficiencies listed with Certificate of Substantial Completion have been corrected.  Equipment and systems have been tested, adjusted, and balanced, and are fully operational.  Operation of systems have been demonstrated to Owner's personnel.  Work is completed and ready for final inspection. B. Should Architect/Engineer/ Facilities & Technical Services determine that the Work IS NOT substantially complete, Facilities & Technical Services will promptly notify Contractor in writing, listing observed deficiencies. C. Contractor shall remedy deficiencies and send a second written notice of Substantial Completion to Facilities & Technical Services. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01701 Page 1 of 3 SECTION 01701 CONTRACT CLOSEOUT PROCEDURES D. 1.4 1.5 When Architect/Engineer finds Work is substantially complete, he/she will prepare a Certificate of Substantial Completion in accordance with provision of General Conditions. FINAL INSPECTION A. Should Architect/Engineer/ Facilities & Technical Services inspection find Work incomplete, Facilities & Technical Services will promptly notify Contractor, in writing, listing observed deficiencies. B. Contractor shall remedy deficiencies and send a second written Certification of Final Completion to Facilities & Technical Services. C. When Architect/Engineer/ Facilities & Technical Services finds Work is complete, he/she will consider closeout submittals. CLOSEOUT SUBMITTALS All Documents to be submitted as two (2) hard copies and one (1) electronic copy A. Submit following documents to Facilities & Technical Services: 1. 2. Certificates of Inspection required for equipment, mechanical and electrical systems of each respective Section throughout Project Manual. Certification that no asbestos-containing materials have been installed on the project. B. Project AS-BUILT Documents: In accordance with Section 01720. C. Operating and Maintenance Data, Instructions to Owner's Personnel: To requirements of Section 01730. D. Warranties: In accordance with Section 01740. E. Spare Parts and Maintenance Materials: specification Section. F. Project Materials/Equipment List: Prepare a log, for the particular trade, with a description of the material/equipment, area material or equipment is installed, product number/reference color/finish, vendor (with contact), and manufacturer (with contact). Example pages from a completed manual are attached for reference. This requirement is applicable for all site, landscaping, architectural, mechanical, electrical, and technology materials and equipment. Information must be in “typed” form; “handwritten” information is not acceptable. G. Evidence of Payment and Release of Liens: In accordance with General Conditions of the Contract. H. Certificate of Insurance for Products and Completed Operations: In accordance with Supplementary Conditions. In accordance with each respective MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01701 Page 2 of 3 SECTION 01701 CONTRACT CLOSEOUT PROCEDURES 1.6 STATEMENT OF ADJUSTMENT OF ACCOUNTS A. Submit to Facilities & Technical Services a final statement reflecting adjustments to Contract Sum indicating: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. B. 1.7 Original Contract Sum. Previous Change Orders. Change under allowances. Changes under unit prices. Deductions for uncorrected Work. Penalties and Bonuses. Deductions for liquidated damages. Deductions for re-inspection payments. Other adjustments to. Total Contract Sum as adjusted. Previous payments. Sum remaining due. Facilities & Technical Services will issue a Final Change Order, reflecting approved adjustments to the Contract Sum not previously made by Change Orders. FINAL APPLICATION FOR PAYMENT A. Submit application for final payment in accordance with provisions of the General Conditions of the Contract. PART 2 - PRODUCTS (Not applicable). PART 3 - EXECUTION (Not applicable). END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01701 Page 3 of 3 EXAMPLE Milton Hershey School Construction Milton Hershey School MHS Project #xxxxx Materials List Item Location / Rm Description / Model # Color / Style Manufacturer Vendor Info Cabinetry 1. Magnetic Catches Rec Room Hobby Lockers Mighty‐Mite Series 326/ IVE‐326‐A92 Aluminum Outwater 800‐631‐0342 2. Grommet For the Shelf Supports #0326BR / 5.3mm hole Brass Briggs 800‐922‐6957 Kitchens, Pantry, Closets, Laundry Room Series: Coordinates Color #: 57511 12'W Tarkett 800‐555‐1212 Powder Room Series: Corina/Type II Blue Ice ‐ W2‐37‐BC Genon / Duron 800‐635‐0038 Vinyl Flooring 1. Vinyl Paint / Wallcovering 1. Color Schemes "B" and "C" Date: _ _ / _ _ / _ _ MHS Project #: ___________ 01701 Attachment Page 1 of 6 01701 Attachment Page 2 of 6 Milton Hershey School Construction Materials List Venice Phase II-21360 Item TELECOMMUNICATIONS SYSTEM-INSIDE PLANT Data Outlets Wireless Access Point Outlets Telephone Outlets Wireless Access Point Telephone Data Wall Plate Telephone Wall Plate Wireless Access Point Outlet-Wall Plate Blank Inserts Wall Mount Racks Horizontal Cable Managers Power Strips Uninterruptible Power Supply Unit (UPS) Uninterruptible Power Supply Unit-Network Management Software & Network Interface Card Network EquipmentC5G124-48P2 Enterasys CSeries 48-Port PoE 10/100/1000 Switch Network EquipmentSoftware/Firmware Network EquipmentNetwork Switch - Stacking Aruba AP-105 Access Points Aruba AP-125-MNT Access Point Mount Location / Rm Home No. 17 - Venice Description / Model # Color / Style Manufacturer Vendor Info 1st / 2nd floor Xcelerator Blue Hubbell 1st / 2nd floor Xcelerator Blue Hubbell 1st / 2nd floor Xcelerator Office White Hubbell 1st / 2nd floor Xcelerator Varies Hubbell 1st / 2nd floor 1st / 2nd floor IFP14OW AT630B-8 Office White Stainless Steel Hubbell Allen-Tel N/A N/A N/A N/A N/A 1st / 2nd floor MEP Room SFB10 Supplied by MHS Office White Black Hubbell Chatsworth Supplied by MHS MEP Room HC219CC3N Black Hubbell N/A N/A N/A N/A MEP Room GTX3-2000VA Black Liebert MEP Room Intellislot Web Card N/A Liebert MEP Room C5G124-48P2 Black Enterasys N/A N/A N/A N/A N/A N/A N/A N/A 1st / 2nd floor AP 105 White Aruba 1st / 2nd floor AP-125-MNT White Aruba Page 1 of 1 N/A Supplied by MHS 01701 Attachment Page 3 of 6 01701 Attachment Page 4 of 6 01701 Attachment Page 5 of 6 01701 Attachment Page 6 of 6 SECTION 01710 CLEANING PART 1 - GENERAL 1.1 1.2 1.3 REQUIREMENTS INCLUDED A. Execute cleaning and disposal of waste materials, debris and rubbish during construction. B. Final cleaning of project including exterior. RELATED REQUIREMENTS A. GENERAL CONDITIONS of the CONTRACT: Cleaning Up. B. Section 01701 - CONTRACT CLOSEOUT PROCEDURES. C. Individual Specifications Sections: Specific cleaning for product or work. REQUIREMENTS OF REGULATORY AGENCIES A. 1.4 Conduct cleaning and disposal operations to comply with codes, ordinances, regulations and anti-pollution laws. DESCRIPTIONS A. THE CONTRACTOR IS RESPONSIBLE FOR CLEAN UP OF ALL WASTE MATERIALS, DEBRIS AND RUBBISH FROM HIS/HER WORK AND THE WORK OF HIS/HER SUBCONTRACTORS. Maintain areas under Contractor's control-free of waste materials, debris and rubbish. Maintain site in a clean and orderly condition. B. Dumpster/Containers for deposit of debris and rubbish shall be provided by the Contractor, including periodic disposal of accumulations or extraneous materials. C. The Contractor shall include a clean-up line item in their schedule of values equal to the cost of one man day for each week the Contractor is to be on-site. D. The Contractor shall clean up daily and remove to their respective dumpster(s) all scrap, trash and debris resulting from the Contractor’s activities. Should the Contractor fail to perform such clean-up within twenty-four (24) hour written or verbal notice or fail to keep all material and equipment stored in a neat and orderly manner, Facilities & Technical Services will perform this service on behalf of the Contractor and deduct its costs from any payments due the Contractor. Because of the difficulty of maintaining separate accounting records of the costs incurred by Facilities & Technical Services in providing clean-up and storage service when the Contractor fails to do so, the Contractor authorizes Facilities & Technical Services to make reasonable itemized estimates of such costs, which estimates are agreed to be final, conclusive and binding. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01710 Page 1 of 2 SECTION 01710 CLEANING E. Removal from site of all debris not appropriate for the dumpster(s) will be the responsibility of the Contractor. PART 2 - PRODUCTS 2.1 CLEANING PRODUCTS A. USE ONLY those materials which will not create hazards to health or property and which will not damage finishes and surfaces. B. USE ONLY materials and methods recommended by manufacturer of material being cleaned. PART 3 - EXECUTION 3.1 DURING CONSTRUCTION A. Execute daily cleaning, or as often as needed, to keep the Work, the site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris resulting from construction operations. B. Dispose of waste materials, cartons, crating, debris and rubbish at designated waste receptor provided by the Contractor (i.e. dumpster, truck, etc.) and which shall be disposed of at legal disposal areas away from the site. C. Removal of All Construction/Demolition Debris accumulated as a result of materials installation activities shall be disposed of by the Contractor. 3.2 FINAL CLEANING A. The Contractor shall remove all debris, extra material, etc. from the site END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01710 Page 2 of 2 SECTION 01720 PROJECT AS-BUILT DOCUMENTS PART 1 - GENERAL 1.1 1.2 1.3 1.4 REQUIREMENTS INCLUDED A. Maintenance of As-Built Documents and Samples. B. Submittal of As-Built Documents and Samples. RELATED REQUIREMENTS A. GENERAL CONDITIONS of the CONTRACT: Documents at the site. B. Section 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. C. Section 01701 - CONTRACT CLOSEOUT PROCEDURES. D. Section 01730 - OPERATION AND MAINTENANCE DATA. E. Individual Specifications Sections: Manufacturer's Certificates of Inspection. MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store As-Built Documents and Samples in field office apart from documents used for construction. Provide files, racks and secure storage for As-Built Documents and Samples. B. Label and file As-Built Documents and Samples in accordance with Section number listing in Table of Contents of this Project Manual. Label each document "AS-BUILT" in neat, ½” high printed letters. C. Maintain As-Built Documents in a clean, dry and legible condition. DO NOT use As-Built Documents for construction purposes. D. Keep As-Built Documents and Samples available Architect/Engineer/ Facilities & Technical Services. for inspection by RECORDING A. Label each document "AS-BUILT" in neat, ½” high printed letters on the lower right-hand side of each plan and the cover page of each volume of specifications. B. Provide felt tip marking pens, maintaining separate colors for each major system, for recording information on prints. The final documents shall show all pertinent changes and shall be marked "As Built", dated and signed by Contractor. Submit "As Built" documents to Facilities & Technical Services for their review. C. Record information concurrently with construction progress. DO NOT CONCEAL any work until required information is recorded. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01720 Page 1 of 3 SECTION 01720 PROJECT AS-BUILT DOCUMENTS D. As-Built Drawings and Shop Drawings: Legibly mark each item to record actual construction, including: 1. 2. 3. 4. 5. 6. 7. E. Specifications: Legibly mark each item to record actual construction, including: 1. 2. 1.5 Measured depths of elements of foundation in relation to finish first floor datum. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. Measured location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the construction. Field changes of dimension and detail. Changes made by Modifications. Details not on original Contract Drawings. References to related Shop Drawings and Modifications. Manufacturer, trade name, catalog number of each product actually installed, particularly optional items and substitute items. Changes made by Bulletins and Modifications. F. Technology, Fire Protection, and Fire Alarm Systems: Submit CAD version of the as-built system in conformance with the MHS CAD and Project Documentation Standards. G. If requested by MHS, landscaping, food service, FF&E, building management, security, and other system as-built plans shall be provided in CAD format in conformance with the MHS CAD and Project Documentation Standards. H. Other Documents: Maintain manufacturer's certifications, inspection certifications, field test records and other similar items required by individual Specifications sections. SUBMITTAL A. At Contract Closeout, deliver As-Built Documents, other documents, and samples under provisions of Section 01701. Submit the original set of As-Built Documents, and (1) complete copy of As-Built Documents (in color) in electronic PDF format to scale. By submission, the Contractor certifies that the PDF format is an exact copy of the original As-Built documents. B. Transmittal shall include: 1. 2. 3. 4. 5. Date. Project title and number. Contractor's name, address and telephone number. Title and number of each Document. Signature of Contractor or his authorized representative. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01720 Page 2 of 3 SECTION 01720 PROJECT AS-BUILT DOCUMENTS PART 2 - PRODUCTS (Not applicable). PART 3 - EXECUTION (Not applicable). END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01720 Page 3 of 3 SECTION 01730 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 1.2 1.3 REQUIREMENTS INCLUDED A. Format and content of manuals. B. Instruction of Owner's personnel. C. Schedule of submittals. RELATED REQUIREMENTS A. Section 01340 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. B. Section 01701 - CONTRACT CLOSEOUT PROCEDURES. C. Section 01720 - PROJECT AS-BUILT DOCUMENTS. D. Section 01740 - WARRANTIES AND BONDS. E. Individual Specifications Sections: maintenance data. QUALITY ASSURANCE A. 1.4 Specific requirements for operation and Prepare instructions and data by personnel experienced in maintenance and operation of the described products. FORMAT A. Prepare data in the form of an instructional manual for use by Owner's personnel. B. Binders: Commercial quality, 8 1/2 x 11 inch three-ring binders with hardback, cleanable, plastic covers; one inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings. C. Covers: Identify each binder with typed or printed title "OPERATION AND MAINTENANCE INSTRUCTIONS"; list title of project and identify separate structures as applicable; identify subject matter of contents. D. Arrange content by systems, under section numbers and sequence of Table of Contents of this Project Manual. E. Provide tabbed fly leaf for each separate product and system with typed description of product and major component parts of equipment. F. Text: Manufacturer's printed data or typewritten data on 20 pound paper. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01730 Page 1 of 4 SECTION 01730 OPERATION AND MAINTENANCE DATA 1.5 1.6 1.7 G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. H. Submit three copies of the completed manual at least 14 days in advance of the Contractors request for final payment. CONTENTS, EACH VOLUME A. Table of Contents: Provide title of Project; names, addresses and telephone numbers of Architect/Engineer and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume. B. For Each Product or System: List names, addresses and telephone numbers of subcontractors and suppliers, including local source of supplies and replacement parts. C. Product Data: Mark each sheet to clearly identify specific products and component parts and data applicable to installation; delete inapplicable information. D. Drawings: Supplement product data to illustrate relations to component parts of equipment and systems to show control and flow diagrams. E. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. F. Warranties and Bonds: Bind in copy of each. MANUAL FOR MATERIALS AND FINISHES A. Building Products, Applied Materials and Finishes: Include product data with catalog number, size, composition and color and texture designations. B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods and recommended schedule for cleaning and maintenance. C. Additional Requirements: As specified in Individual Specifications Sections. D. Provide complete information, "As Appropriate To This Project", for products specified in. MANUAL FOR EQUIPMENT AND SYSTEMS A. Each item of Equipment and Each System: Include description of unit or system and component parts. Give function, normal operating characteristics and limiting conditions. Include performance curves with engineering data and tests and complete nomenclature and commercial number of replacement parts. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01730 Page 2 of 4 SECTION 01730 OPERATION AND MAINTENANCE DATA 1.8 B. Panel Board Circuit Directories: Provide electrical service characteristics, controls and communications. C. Include as-installed color coded wiring diagrams. D. Operating Procedures: Include start-out, break-in and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down and emergency instructions. Include summer, winter, and any special operating instructions. E. Maintenance Requirements: Include routine procedures and guide for troubleshooting; disassembly, repair and reassembly instructions; and alignment, adjusting, balance and checking instructions. F. Provide servicing and lubrication schedule and list of lubricants required. G. Include manufacturer’s printed operation and maintenance operations. H. Include sequence of operation by controls manufacturer. I. Provide original manufacturer’s parts list, illustrations, assembly drawings and diagrams required for maintenance. J. Provide as-installed control diagrams by control manufacturer. K. Provide Contractor’s coordination drawings with as-installed color coded piping diagrams. L. Provide charts of valve tag numbers with location and function of each valve, keyed to flow and control diagrams. M. Provide list of original manufacturer’s spare parts, current prices and recommended quantities to be maintained in storage. N. Additional Requirements: As specified in individual Specification Sections. O. Provide complete information, “As Appropriate To This Project,” for products specified in all divisions of the specification. INSTRUCTION OF OWNER PERSONNEL A. Before Substantial Completion, instruct Owner’s designated personnel in operation, adjustment and maintenance of products, equipment and systems, at as agreed upon times. For equipment requiring seasonal operation, perform instruction of other seasons within six months of substantial completion. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01730 Page 3 of 4 SECTION 01730 OPERATION AND MAINTENANCE DATA B. Use operation and maintenance manuals as basis of instruction. Review contents of manuals with personnel in detail to explain all aspects of operation and maintenance. C. Prepare and insert additional data in Operation Maintenance Manual when need for such data becomes apparent during instruction. PART 2 - PRODUCTS (Not applicable). PART 3 - EXECUTION (Not applicable). END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01730 Page 4 of 4 SECTION 01740 WARRANTIES PART 1 - GENERAL 1.1 1.2 1.3 1.4 REQUIREMENTS INCLUDED A. Preparation and submittal of warranties. B. Schedule of submittals. RELATED REQUIREMENTS A. GENERAL CONDITIONS of the CONTRACT: Warranty and Correction of Work. B. Section 01701 - CONTRACT CLOSEOUT PROCEDURES. C. Section 01730 - OPERATION AND MAINTENANCE DATA. D. Individual Specifications Sections: Warranties required for specific Products or Work. FORMS OF SUBMITTALS A. Bind in commercial quality 8 1/2 x 11 inch three-ring side binders with hardback, cleanable, plastic covers. B. Label cover of each binder with typed or printed title "WARRANTIES”, with title of Project, name, address and telephone number of contractor and name of responsible principal. C. Table of Contents: Neatly typed in the sequence of the Table of Contents of the Project Manual with each item identified with the number and title of the specification section in which specified and the name of Product or Work item. D. Separate each warranty with index tab sheets keyed to Table of Contents listing. Provide full information using separate typed sheets as necessary. List subcontractor, supplier and manufacturer with name, address and telephone number of responsible principal. PREPARATION OF SUBMITTALS A. Obtain warranties as required, executed in duplicate by responsible subcontractors, suppliers and manufacturers within ten (10) days after completion of the applicable item of work. Except for items put into use with Owners' permission, leave date of beginning of time of warranty until the Date of Substantial Completion is determined. B. Verify that documents are in proper form, contain full information and are notarized. MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01740 Page 1 of 2 SECTION 01740 WARRANTIES 1.5 1.6 C. Co-execute submittals when required. D. Retain warranties until time specified for submittal. TIME OF SUBMITTALS A. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within ten (10) days after acceptance. B. Make other submittals within ten (10) days after Date of Substantial Completion prior to final Application for Payment. C. For items of Work when acceptance is delayed beyond Date of Substantial Completion, submit within ten (10) days after acceptance, listing the date of acceptance as the beginning of the warranty period. SUBMITTALS REQUIRED A. Submit Warranties and Service and Maintenance Contracts as two (2) hard copies and one (1) electronic copy, as specified in the respective Sections of the Specifications, "As Appropriate to This Project". PART 2 - PRODUCTS (Not Applicable). PART 3 – EXECUTION (Not Applicable). END OF SECTION MILTON HERSHEY SCHOOL Kinderhaus Siding Upgrades & Workshop Roof Replacement / #21934 4/23/2015 Section 01740 Page 2 of 2 SECTION 040130 MASONRY REPAIR WORK SECTION 04 01 30 - MASONRY REPAIR WORK PART 1 GENERAL 1 .1 DESCRIPTION A. The work of this section consists of: 1. 1 .2 Repointing stone and brick mortar joints. SUBMITTALS A. As specified in Division 1. B. Product Data: Full manufacturer’s product data for all mortar and associated products. Include manufacturer’s printed recommendations for the product. C. Samples: Cured mortar for each type of repointing mortar D. Field Constructed Mock-ups: 1. For each type of repointing and repair. Mock-ups, upon approval, may become part of the completed work. See Article 1.4 C, this section. E. Certification: Manufacturer's certification that materials and products meet specified requirements. F. Proposed hot and cold weather construction procedures. 1 .3 QUALITY ASSURANCE A. Restoration Specialist: Work must be performed by a firm having not less than 10 years successful experience in comparable masonry restoration projects and employing personnel skilled in the restoration processes and operations indicated. Submit list of completed projects; include project names, addresses, and names of architects and owners. B. Mock-ups: Prior to start of general masonry work, prepare sample mock-ups for each type of masonry repair. Obtain acceptance of visual qualities before proceeding with work. Show reinforcement and accessories, color range, texture, bond of masonry, special shapes, and color and tooling of mortar joints. Do no other masonry work until the sample section is approved and becomes the standard of comparison for all masonry. Retain approved wall section during construction in undisturbed condition, suitably marked as a standard for judging completed work. Mock-ups must remain in place for sufficient period of time before approval, depending on materials and techniques. Do not alter, move, or destroy section before all work has been accepted. C. Test Raking: Rake a 4 square foot sample area of the exposed masonry for each type to be repointed/repaired to demonstrate the proposed technique. Repoint when directed. Rake and completely point an adjacent 4 square foot area to serve as a standard for repointing. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Masonry Repair Work Page 040130 - 1 SECTION 040130 1 .4 MASONRY REPAIR WORK PRODUCT HANDLING A. Store cementitious materials and masonry units in a dry place off the ground, under cover that permits air circulation but protects from damage and intrusion of water and foreign matter. B. Handle and store masonry units on pallets. 1 .5 PROJECT CONDITIONS A. Do not lay masonry when ambient temperature is below 40 degrees F, unless approved means are provided to heat materials, protect work from cold and frost, and ensure that mortar will harden without freezing. PART 2 PRODUCTS 2 .1 MORTAR MATERIALS A. Portland Cement: ASTM C150, non-staining, Type I, white. B. Masonry Cement: Use of masonry cement is not permitted. C. Hydrated Lime: ASTM C207, Type S. D. Aggregates: ASTM C144. Provide aggregate to match the final mortar appearance to the appearance of the existing mortar. A sample of the existing mortar to match shall be selected by MHS. (Note: A locally sourced sand usually provides the best match). E. Water: Clean and potable. F. Pigments: Light and alkali stable iron oxide masonry pigments. Use only if sand cannot be obtained that will produce final mortar colors to match existing mortar. G. Additives: Do not use antifreeze compounds or air entraining agents. 2 .2 MORTAR PROPORTIONS (MEASURED BY VOLUME) A. Repointing Historic Limestone Masonry: Use one of the following mixes: 1. 1 part white Portland cement; 3 parts hydrated lime; 8-12 parts sand; masonry pigment, where required, not to exceed 15% by weight of cement; water to form a workable consistency. -OR2. Match existing mortar by analyzing a sample taken from a joint within the existing wall adjacent to the work. B. Repointing Brick Masonry: Use one of the following mixes: Milton Hershey School – Kinderhaus John Milner Architects, Inc. Masonry Repair Work Page 040130 - 2 SECTION 040130 1. MASONRY REPAIR WORK 1 part white Portland cement; 1 part hydrated lime; 4-6 parts sand; masonry pigment, where required, not to exceed 15% by weight of cement; water to form a workable consistency. OR 2. Match existing mortar by analyzing a sample taken from a joint within the existing wall adjacent to the work. PART 3 EXECUTION 3 .1 MIXING POINTING MORTAR A. Mix all materials as dry as can be handled in a mechanical mixer until thoroughly combined. Just before pointing, add only enough water to make mortar workable. Use mortar within 20 minutes after adding water. 3 .2 MASONRY (GENERAL) A. Protect adjacent surfaces from staining. Keep tops of walls covered with nonstaining waterproof coverings when work is not in progress. When work is resumed, clean loose mortar from top surface. B. Where fresh masonry joins masonry that is partially or totally set, clean the exposed surface of the set masonry and wet lightly to obtain the best possible bond with the new work. Remove all loose brick and mortar. C. Provide adequate curing for masonry in accordance with approved hot and cold weather construction procedures. Protect new construction from direct sunlight and wind. Wet exposed mortar joints with a fine water spray daily for four days or cover masonry with polyethylene. 3 .3 REPOINTING A. Conduct of the Work: Repoint masonry in a manner which eliminates the necessity for heavy washing or cleaning after repointing is finished. Repointed masonry shall be left looking as much like the unrepointed masonry as possible. B. Protection: Protect adjacent masonry which is not to be repointed from smears and mortar droppings. Conduct repointing in a manner that will leave all neighboring areas untouched. C. Remove old mortar, where indicated, with hand tools where feasible, or by making a single saw cut down the center of the joint to relieve pressure, then use a hammer and chisel to strike the mortar from the top down toward the center, and then from the bottom up to the center. Use of pneumatic air hammer and chisels or electric chisels is not permitted. Clean joints to a minimum of ¾ inch, but remove all weathered mortar in all cases. Do not spall or chip edges of masonry. Saw/grinder cuts shall not over-shoot length of, nor run outside of limits of masonry joints. 1. More than ½ sq. inch chip per square foot of masonry is unacceptable. Patch repair, masonry chipped beyond acceptable limits. Clean all mortar from the masonry surface Milton Hershey School – Kinderhaus John Milner Architects, Inc. Masonry Repair Work Page 040130 - 3 SECTION 040130 MASONRY REPAIR WORK within the joint so that new mortar bonds to stone or brick, not to old mortar. Flush raked out joints and other wall voids with clean water. D. Wet the masonry thoroughly 24 hours before beginning pointing work. Wet masonry again prior to pointing. Stone and brick joints should be damp but without standing water. E. Pointing: Apply mortar to joint in several 1/4-inch-wide layers under sufficient pressure to ensure a solid joint. Fill areas where joints are deeper than 1-in. first. When each layer of mortar is thumbprint hard, the following layer may be applied. In areas of eroded stonework, keep mortar slightly back to eliminate appearance of a larger joint. F. Tooling: Tool joints, when mortar is thumbprint hard, with a steel tool to match the profile of undisturbed existing joints on adjacent masonry. Protect new work with wet burlap sacking at night or if exposed to direct sun to retard drying and shrinkage. Clean according to Article 3.4 of this section. 3 .4 FINAL CLEANING A. Protect work not to be cleaned. Clean exposed masonry from top down, scrubbing with nonmetallic soft bristle brushes and water to remove stains and mortar, cleaning only a small area at a time. Rinse surfaces thoroughly with clean water immediately after cleaning to avoid etching or staining masonry. If cleaning solutions are necessary, wet walls before applying solutions. Approved solutions of soap powder or mild detergents may be applied no sooner than 48 hours after construction. B. Do not use acid type cleaning agents, wire brushes, or other materials or methods which could damage stone or brick. Wash masonry with an approved solution of soap powder or detergent and a final rinsing of warm water. Mechanical or pressure cleaning methods may be used only upon prior approval by MHS. END OF SECTION Milton Hershey School – Kinderhaus John Milner Architects, Inc. Masonry Repair Work Page 040130 - 4 SECTION 061000 ROUGH CARPENTRY SECTION 06 10 00 - ROUGH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. 2. 3. 1.1 Wall Sheathing. Roof Sheathing (workshop only). Wood blocking and nailers. UNIT PRICES A. Provide the following unit prices in accordance with Division 1: 1. Replacement of lumber roof decking, per board foot. B. Unit prices will be used as the basis for adjusting (increasing or decreasing) Contract amount for work not indicated or required if assumed amounts of work vary from the actual amounts by more than 2 percent. 1. Unit prices shall include all costs, including the cost of materials, labor, rentals, and overhead and profit. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is 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. 2. B. 2.2 Factory mark each piece of lumber with grade stamp of grading agency. Provide dressed lumber, S4S, unless otherwise indicated. Maximum Moisture Content of Lumber: 19 percent for 2-inch nominal thickness or less. ENGINEERED WALL SHEATHING A. Provide ZIP System sheathing and tape, by AdvanTech. 1. 2. Thickness: 5/8-inch. PS2 Span Rating: 40/20 Structural 1. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Rough Carpentry Page 061000 - 1 SECTION 061000 2.3 ROUGH CARPENTRY ROOF SHEATHING A. 2.4 Roof sheathing shall be 5/8” Group 1APA rated with minimal span rating of 32/16, Fir. MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. 2. 3. Blocking. Nailers. Furring. B. For items of dimension lumber size, provide Construction or No. 2 grade lumber of any species. C. For concealed boards, provide lumber with 19 percent maximum moisture content and any of the following species and grades: 1. 2. 3. 4. 2.5 Mixed southern pine; No. 2 grade; SPIB. Eastern softwoods; No. 2 Common grade; NeLMA. Northern species; No. 2 Common grade; NLGA. Western woods; Construction or No. 2 Common grade; WCLIB or WWPA. FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. B. 2.6 Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M, or of Type 304 stainless steel. Power-Driven Fasteners: NES NER-272. MISCELLANEOUS MATERIALS A. Flexible Flashing: Composite, self-adhesive, flashing product consisting of a pliable, butyl rubber or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Rough Carpentry Page 061000 - 2 SECTION 061000 ROUGH CARPENTRY Locate furring, nailers, blocking, and similar supports to comply with requirements for attaching other construction. B. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. C. Engineered Wall Sheathing: Install structural wall panels to comply with manufacturer's written instructions. D. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber. E. Where wood-preservative-treated lumber is installed adjacent to metal decking, install continuous flexible flashing separator between wood and metal decking. F. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. 2. 3. 3.2 NES NER-272 for power-driven fasteners. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2), "Alternate Attachments," in ICC's International Residential Code for One- and TwoFamily Dwellings. PROTECTION A. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes sufficiently wet that moisture content exceeds that specified, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. END OF SECTION 061000 Milton Hershey School – Kinderhaus John Milner Architects, Inc. Rough Carpentry Page 061000 - 3 SECTION 062013 EXTERIOR FINISH CARPENTRY SECTION 06 20 13 - EXTERIOR FINISH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. 2. 3. 4. 5. 1.2 Exterior composite standing and running trim. Composite siding. Composite porch ceilings Composite soffits. Exterior wood posts and railings. SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. B. Samples: For each type of siding and trim indicated. 1.3 ATTIC STOCK A. Siding: At project close-out, provide ten 16-foot pieces of composite siding to the Owner as attic stock. B. Trim: At project close-out, provide one piece of each type/ profile of composite trim to the Owner as attic stock. PART 2 - PRODUCTS 2.1 POLY-ASH SIDING, TRIM, AND SOFFITS A. Manufacturers: Boral Composites Inc., Website www.boraltruexterior.com. Substitutions not permitted. B. Poly-Ash Siding, Trim, and Soffits: Polymeric blend, fly ash, and glass fiber siding formed in continuous process, cut to 16-foot lengths, and milled to final surface profile, as indicated in drawings. Available from Middletown lumber, Middletown, PA. 1. 2. 3. 4. 5. 6. Width: As indicated in drawings Siding, Soffit, and Beaded Board Thickness: 5/8-inch. Trim Thickness: Match existing, unless indicated otherwise. Exposed Texture: Smooth. Profile: As indicated in drawings. Finish: Field prime and paint as specified in Section 099113. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Exterior Finish Carpentry Page 062013 - 1 SECTION 062013 2.2 EXTERIOR FINISH CARPENTRY POSTS AND RAILINGS A. 2.3 Posts and Railings: Clear, kiln-dried, solid, Honduran Mahogany or Spanish cedar. MISCELLANEOUS MATERIALS A. Fasteners for Exterior Finish Carpentry: Provide nails or screws, in sufficient length to penetrate not less than 1-1/2 inches into wood substrate. 1. 2. B. For poly-ash siding and trim, provide minimum 8d by 2-1/2-inch-long stainless steel ring-shank nails. For applications not otherwise indicated, provide stainless-steel or hot-dip galvanized steel fasteners. Sealants: Latex, complying with ASTM C 834, Type P, Grade NF and with applicable requirements in Division 07 Section "Joint Sealants," recommended by sealant manufacturer and manufacturer of substrates for intended application. PART 3 - EXECUTION 3.1 PREPARATION A. 3.2 Prime lumber to be painted, including both faces and edges. Cut to required lengths and prime ends. Comply with requirements in Division 09 Section "Exterior Painting." INSTALLATION, GENERAL A. Install exterior finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. 1. 3.3 Scribe and cut exterior finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer. STANDING AND RUNNING TRIM INSTALLATION A. Install trim to comply with manufacturer's written instructions. B. Install trim with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 24 inches long except where necessary. 1. 2. C. Use scarf joints for end-to-end joints. Stagger end joints in adjacent and related members. Fit exterior joints to exclude water. Cope at returns and miter at corners. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Exterior Finish Carpentry Page 062013 - 2 SECTION 062013 3.4 EXTERIOR FINISH CARPENTRY SIDING INSTALLATION A. Install siding to comply with manufacturer's written instructions. B. Poly-ash siding is very stable. No special precautions such as gluing or gapping are necessary to control or limit movement. 1. 2. Provide tight butt joints. Nail and screw holes and minor damage may be repaired using high-grade acrylic caulk or wood filler. END OF SECTION 06 20 13 Milton Hershey School – Kinderhaus John Milner Architects, Inc. Exterior Finish Carpentry Page 062013 - 3 SECTION 062050 EXTERIOR WOOD REPAIR & RESTORATION SECTION 06 20 50 - EXTERIOR WOOD REPAIR & RESTORATION PART 1 GENERAL 1 .1 SECTION INCLUDES A. The Consolidation and filling of deteriorated wood as indicated. B. Replacement of exterior architectural wood elements as indicated. 1 .2 SUBMITTALS A. As specified in Division 1. B. Product Literature: 1. Submit manufacturer’s product literature for all proprietary consolidation and patching materials to be used in restoration of deteriorated wood. 2. Product literature shall include technical specifications, instructions for application and use and Material Safety Data Sheets. C. Shop Drawings: 1. Contractor shall submit Shop Drawings for all new trim and millwork required for the project. 2. Shop drawings shall show dimensions and full-size profiles. 3. Wood species and grade shall be clearly indicated. D. Samples: 1. Contractor shall submit the following samples: a. 1 .3 Submit two 12-in. long, unfinished samples of each type of molding or siding profile to be used on the Project for comparison with the existing profiles. Samples to be of the same species to be used in the work. QUALITY ASSURANCE A. Contractor performing the work of this Section shall have at least ten (10) years experience in restoration carpentry and shall have completed at least three (3) projects of similar scope and scale, and similar historic significance, involving separate historic buildings or sites, within the previous five years. B. All new work shall be fabricated in accordance with the Architectural Woodwork Quality Standards of the Architectural Woodwork Institute, latest edition. Milton Hershey school – Kinderhaus John Milner Architects, Inc. Exterior Wood Repair & Restoration Page 062050 - 1 SECTION 062050 1 .4 EXTERIOR WOOD REPAIR & RESTORATION DELIVERY, STORAGE AND HANDLING A. Store epoxy-based wood consolidants and fillers indoors in a cool, dry location away from direct sunlight 1. Ensure that products remain within the temperature range specified by the manufacturer. B. Do not store associated solvents on site. C. Coordinate deliveries of new millwork and restoration of existing millwork to avoid delays in the Project. 1. Coordinate millwork restoration and installation with other trades directly or indirectly affected by the work of this Section including, but not necessarily limited to, framing, painting, plumbing and door/window restoration. D. Store new wood products in a secure location above grade, protected from moisture and with adequate ventilation. 1. 1 .5 Allow new exterior woodwork to acclimate at least one week to ambient temperature and humidity prior to installing. UNIT PRICES A. Provide the following unit prices in accordance with Division 1: 1. 2. 3. Epoxy Patching of Woodwork, per square inch. Epoxy Consolidation of Woodwork, per square inch. Dutchman Repair of Woodwork, each. B. Unit prices will be used as the basis for adjusting (increasing or decreasing) Contract amount for work not indicated or required if assumed amounts of work vary from the actual amounts by more than 2 percent. 1. 1 .6 Unit prices shall include all costs, including the cost of materials, labor, rentals, and overhead and profit. PROJECT CONDITIONS A. The Contractor is responsible for protecting existing adjacent materials during the execution of the work. 1. Provide all necessary protection and work procedures to avoid damage to existing material assemblies not a part of the work of this Section. 2. At a minimum, the Contractor shall: Milton Hershey school – Kinderhaus John Milner Architects, Inc. Exterior Wood Repair & Restoration Page 062050 - 2 SECTION 062050 EXTERIOR WOOD REPAIR & RESTORATION a. Protect adjacent masonry, stucco, glass and surrounding surfaces in work areas from epoxy drips and spatters during wood consolidation and during repairs of exterior millwork. b. Provide temporary support for window heads where jamb and sills are being removed for replacement or Dutchman patching. B. Dispose of unused resin materials on a daily basis. C. The Contractor shall dispose of all packaging, waste materials and construction debris in accordance with local, state and federal environmental regulations. 1. All wood scrap shall be kept separate for recycling. 2. No burning of debris, waste material or trash will be allowed on site. PART 2 PRODUCTS 2 .1 WOOD RESTORATION MATERIALS A. Epoxy Consolidant: 1. Epoxy consolidant shall be a type with regular and proven use for consolidation of decayed wood. 2. Epoxy shall have low viscosity and be slow setting to allow for successive applications. 3. When fully cured, epoxy shall be more flexible than wood at temperatures of 50 degrees to 100 degrees Fahrenheit range. 4. Provide one of the following: a. "ConServe Flexible Epoxy Consolidant 100"; Conservation Services, Kinnelon, NJ. b. “Liquid Wood”; Abatron, Inc., Gilberts, IL. c. “West System”; Gougeon Brothers, Bay City, MI. B. Adhesives and Fillers: 1. Wood Glue: Titebond III Ultimate Wood Glue as manufactured by Franklin International, or approved equal. 2. Epoxy filler for consolidated woodwork to be painted: Non-shrinking, moisture resistant, paintable epoxy wood filler such as "WoodEpox" as manufactured by Abatron, Gilberts, IL or approved equal. Milton Hershey school – Kinderhaus John Milner Architects, Inc. Exterior Wood Repair & Restoration Page 062050 - 3 SECTION 062050 2 .2 EXTERIOR WOOD REPAIR & RESTORATION WOOD TRIM MATERIALS A. Where replacing complete exterior architectural wood elements, use plantation-grown Honduras Mahogany (Swietenia macrophylla), or Spanish Cedar (Cedrela odorata). B. Where installing a Dutchman repair to exterior architectural wood elements, match species, grade, and grain orientation of existing elements. C. Moisture Content: 1. Not to exceed 15%. D. Grading: 1. 2 .3 NHLA Grading Rules, FAS grade. Sap wood is not permitted. WOOD SIDING MATERIALS A. Where replacing wood siding, use Western Red Cedar. Finger jointed material not permitted. B. Where installing a Dutchman repair to wood siding, match species, grade, and grain orientation. C. Moisture Content: 1. Not to exceed 15%. D. Grading: 1. 2 .4 Clear. FASTENERS A. Provide nails and screws of the types and sizes required to adequately secure the work: 1. Fasteners shall be of a material and finish appropriate to the intended use. 2. Stainless steel fasteners shall be used on all work to be exposed to the exterior. 3. Exposed fasteners shall be either flat-head, slotted screws or reproduction hand-wrought nails. PART 3 EXECUTION 3 .1 GENERAL FINISH WORK A. Condition woodwork to average prevailing temperature and humidity conditions prior to installing. Milton Hershey school – Kinderhaus John Milner Architects, Inc. Exterior Wood Repair & Restoration Page 062050 - 4 SECTION 062050 EXTERIOR WOOD REPAIR & RESTORATION B. Install work in accordance with the provisions of the AWI Architectural Woodwork Quality Standards, latest edition, unless otherwise indicated. C. Where practicable, shop assemble and finish items of built-up millwork. Provide a liberal brush coat of preservative treatment to field cuts or holes in treated wood. Before installation of materials, prime surfaces as specified in Section 099113. Construct tight joints in a manner that will conceal shrinkage, placed over the centerlines of support. Miter trim and moldings at exterior angles and cope at interior angles and at returns. Material shall show no warp after installation. Install millwork and trim in the longest lengths possible, door and window trim in single lengths. Fasten finish work with finish nails. Provide blind nailing where practicable. Set face nails for putty. 3 .2 EPOXY CONSOLIDATION A. Where major components exhibit moderate, localized deterioration, epoxy consolidation may be used in lieu of replacement to maximize the retention of original material. 1. Heavily weathered but still sound exterior surfaces shall also be consolidated prior to filling and painting. B. Remove paint down to bare wood. 1. In deteriorated areas, all loose and soft wood decay must be removed prior to application of epoxy consolidant. 2. Attempt to remove decay down to good wood. 3. If not visible, 3/16 IN holes may be drilled at 2 IN OC approximately for better epoxy penetration. 4. Remove all loose fragments and blow out all dust. C. Protect decayed area from moisture until consolidant has been applied and has completely set. 1. Wood to be consolidated must be dry and have a moisture content of less than 18 percent within 3 IN of the decay area. D. Apply liberally to prepared decay area by pouring, brushing or spraying. 3 .3 1. Do not allow consolidant to touch adjacent areas, materials or building components. 2. Repeat application 4 to 6 times, or until surfaces cannot accept more epoxy. 3. Allow 1 hour between applications. EPOXY PATCHING A. Consolidate deteriorated woodwork with epoxy, prior to performing any patching work. Milton Hershey school – Kinderhaus John Milner Architects, Inc. Exterior Wood Repair & Restoration Page 062050 - 5 SECTION 062050 EXTERIOR WOOD REPAIR & RESTORATION B. Protect all finish surfaces from damaging spills or drips. 1. Immediately remove any spills or drips using solvent as recommended by the manufacturer. C. Prime decayed surfaces according to manufacturer’s instructions. 1. Epoxy may be applied by brush or trowel. 2. Saturate the treatment area for a minimum of 1 hour. D. The epoxy filler may be contained during the curing process by constructing temporary forms or molds. 1. Use manufacturer’s recommended mold release agent. 2. Potters clay may be used to seal small openings or checks. E. Fill open grain on heavily weathered surfaces, working filler full depth into checks and crevices. 1. Scrape or sand filed areas back to match the surrounding surface. F. Tool, shave or otherwise shape installed patching material as required to match the surface of the surrounding material with no variation in profile and flushness. G. Protect treatment areas from moisture until all epoxy has cured. H. Following application, leave all areas clean and free of epoxy. 1. I. Allow epoxy to cure a minimum of 48 hours at temperatures above 60 degrees Fahrenheit, or for 72 hours at temperatures in the 50 degrees Fahrenheit range. 1. 3 .4 Discard unused epoxy, containers, tools and debris in accordance with local, state and federal environmental regulations. Keep epoxy out of direct sunlight at temperatures above 60 degrees Fahrenheit. WOODWORK REPAIRS A. Replace missing, broken and unusable components, where indicated, with new wood components. 1. Match existing work in profile, size, arrangement and surface character. All exposed surfaces shall show a sanded or planed finish. Machine marks are not acceptable. 2. Secure new parts to existing material using glue and acceptable concealed fasteners in a rigid and secure manner. Milton Hershey school – Kinderhaus John Milner Architects, Inc. Exterior Wood Repair & Restoration Page 062050 - 6 SECTION 062050 EXTERIOR WOOD REPAIR & RESTORATION B. Remove the deteriorated fabric to the nearest nailing subsurface and replace damaged portion with new wood sized to fill gap. 1. Back-prime all replacement fabric to receive a painted finish, prior to installation. 2. Where adjacent pieces must be partially replaced, stagger cut-off points to avoid a patched appearance. 3. Where segments of running trim are to be replaced, insert new material into existing work using scarf joints. C. Tighten open joints with wood glue and finishing nails properly countersunk. 3 .5 1. Re-attach pieces that are loose but sound. 2. Fill all joints that cannot be closed using profiled wood shims and all holes, gouges, cracks and depressions with wood putty. 3. Sand filled areas level with adjacent surfaces. 4. Repairs to molded areas shall be shaped to the same profile as the original. INSTALLATION OF NEW AND RESTORED WOODWORK A. Millwork and trim shall be installed in a neat and workmanlike manner with accurate and tight- fitting joints. 1. All nail heads shall be set below the finish surface, unless otherwise indicated. 2. Dents, splits, gouges, hammer marks and other defects are not acceptable and shall require replacement of the member. B. Install work to a tolerance of 1/8 IN in 8 FT for plumb and level with no variation in flushness. 1. Notify Architect where woodwork cannot be set plumb and/or level due to existing field conditions before proceeding with the work. 2. Maximum variation from true position: 1/16 IN. 3. Maximum offset from true alignment with abutting materials: 1/32 IN. C. Anchor woodwork to blocking built-in or directly attached to the substrate. 1. Secure to substrate with countersunk, concealed fasteners and blind nailing as required for a complete installation. 2. Use finish nails to match those in the adjacent fabric to remain. Milton Hershey school – Kinderhaus John Milner Architects, Inc. Exterior Wood Repair & Restoration Page 062050 - 7 SECTION 062050 3. EXTERIOR WOOD REPAIR & RESTORATION Nails to be countersunk and filled flush with woodwork or left exposed to match surrounding surfaces. D. Carefully scribe work abutting other components with gaps of 1/32 IN maximum. 1. Do not use additional overlay trim for this purpose. 2. Backprime, or otherwise seal, all cut surfaces prior to installation. END OF SECTION Milton Hershey school – Kinderhaus John Milner Architects, Inc. Exterior Wood Repair & Restoration Page 062050 - 8 SECTION 072100 THERMAL INSULATION SECTION 072100 - THERMAL INSULATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. 1.2 Spray polyurethane foam insulation. SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 SPRAY POLYURETHANE FOAM INSULATION A. Closed-Cell Polyurethane Foam Insulation: ASTM C 1029, Type II, bio- based, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, per ASTM E 84. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. b. c. d. 2. Demilec: Heatlok Soy 200 Plus. Foametix: FX 245. Green Insulation Technologies: 2.0 Rhino Linings: DuraTite 2.0. Minimum density of 1.5 lb/cu. ft., thermal resistivity of 6.2 deg F x h x sq. ft./Btu x in. at 75 deg F. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Comply with insulation manufacturer's written instructions applicable to products and applications indicated. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Thermal Insulation Page 072100 - 1 SECTION 072100 3.2 THERMAL INSULATION INSTALLATION OF INSULATION FOR FRAMED CONSTRUCTION. A. Spray-Applied Insulation: Apply spray-applied insulation according to manufacturer's written instructions. Do not apply insulation until installation of pipes, ducts, conduits, wiring, and electrical outlets in walls is completed and windows, electrical boxes, and other items not indicated to receive insulation are masked. After insulation is applied, make flush with face of studs by using method recommended by insulation manufacturer. B. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials: 1. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions. END OF SECTION 072100 Milton Hershey School – Kinderhaus John Milner Architects, Inc. Thermal Insulation Page 072100 - 2 SECTION 072500 WEATHER BARRIERS SECTION 07 25 00 - WEATHER BARRIERS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. 2. 3. 1.2 Building wrap. Furring strips. Flexible flashing. SUBMITTALS A. Product Data: For each type of product. PART 2 - PRODUCTS 2.1 WEATHER BARRIER SYSTEM A. Building Wrap: ASTM E 1677, Type I air barrier; with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, when tested according to ASTM E 84; UV stabilized; and acceptable to authorities having jurisdiction. 1. Products: Provide the following: a. 2. DuPont (E. I. du Pont de Nemours and Company); Tyvek CommercialWrap D. Water-Vapor Permeance: Not less than 50 g through 1 sq. m of surface in 24 hours per ASTM E 96/E 96M, Desiccant Method (Procedure A). B. Building-Wrap Tape: Pressure-sensitive plastic tape recommended by building-wrap manufacturer for sealing joints and penetrations in building wrap. C. Furring Strips: DuPont Rainvent Batten. 2.2 MISCELLANEOUS MATERIALS A. Flexible Flashing: Self-adhesive butyl rubber or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch. 1. Products: Provide the following: a. DuPont (E. I. du Pont de Nemours and Company); DuPont Flashing Tape. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Weather Barriers Page 072500 - 1 SECTION 072500 WEATHER BARRIERS PART 3 - EXECUTION 3.1 WATER-RESISTIVE BARRIER INSTALLATION A. Cover sheathing with water-resistive barrier as follows: 1. 2. B. Building Wrap: Comply with manufacturer's written instructions. 1. 2. 3.2 Cut back barrier 1/2 inch on each side of the break in supporting members at expansionor control-joint locations. Apply barrier to cover vertical flashing with a minimum 4-inch overlap unless otherwise indicated. Seal seams, edges, fasteners, and penetrations with tape. Extend into jambs of openings and seal corners with tape. FLEXIBLE FLASHING INSTALLATION A. Apply flexible flashing where indicated to comply with manufacturer's written instructions. 1. 2. 3. Lap seams and junctures with other materials at least 4 inches except that at flashing flanges of other construction, laps need not exceed flange width. Lap flashing over water-resistive barrier at bottom and sides of openings. Lap water-resistive barrier over flashing at heads of openings. END OF SECTION 07 25 00 Milton Hershey School – Kinderhaus John Milner Architects, Inc. Weather Barriers Page 072500 - 2 SECTION 075323 EPDM ROOFING SECTION 075323 - EPDM ROOFING PART 1 - GENERAL 1.1 SUMMARY A. 1.2 Section Includes: 1. Base Bid: Adhered EPDM membrane roofing system, where indicated at low-slope roofs, excluding all porch roofs. 2. Alternates #1A & #2A: Adhered EPDM membrane roofing system, where indicated at low-slope roofs, excluding all porch roofs. SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For roofing system. attachments to other work. C. Samples: For each product included in the roofing system. 1.3 Include plans, elevations, sections, details, and QUALITY ASSURANCE A. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by membrane roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's special warranty. B. Source Limitations: Obtain components including for membrane roofing system from same manufacturer as membrane roofing or approved by membrane roofing manufacturer. C. Preinstallation Roofing Conference: Conduct conference at Project site. D. Inspection: After completion of the installation, Contractor shall request an inspection be conducted by a Field Service Representative of the membrane roofing system manufacturer to ascertain that the system has been installed according to manufacturer’s published specifications and details. This inspection is to determine whether a warranty shall be issued. 1.4 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. Milton Hershey School – Kinderhaus John Milner Architects, Inc. EPDM Roofing Page 075323 - 1 SECTION 075323 1.5 EPDM ROOFING WARRANTY A. Special Warranty: Manufacturer's standard or customized form, without monetary limitation, in which manufacturer agrees to repair or replace components of membrane roofing system that fail in materials or workmanship within specified warranty period. 1. Warranty Period: 30 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 EPDM MEMBRANE ROOFING A. EPDM: ASTM D 4637, Type I, non-reinforced uniform, flexible EPDM sheet. 1. Manufacturers: Provide the following: a. 2. 3. 2.2 Carlisle SynTec Incorporated: Sure-White Thickness: 90 mils, nominal. Exposed Face Color: White. AUXILIARY MEMBRANE ROOFING MATERIALS A. General: Auxiliary membrane roofing materials recommended by roofing system manufacturer for intended use and compatible with membrane roofing. 1. 2. Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction. Adhesives and sealants that are not on the exterior side of weather barrier shall comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): a. b. c. d. e. f. g. h. i. j. Plastic Foam Adhesives: 50 g/L. Gypsum Board and Panel Adhesives: 50 g/L. Multipurpose Construction Adhesives: 70 g/L. Fiberglass Adhesives: 80 g/L. Contact Adhesive: 80 g/L. Single-Ply Roof Membrane Sealants: 450 g/L. Nonmembrane Roof Sealants: 300 g/L. Sealant Primers for Nonporous Substrates: 250 g/L. Sealant Primers for Porous Substrates: 775 g/L. Other Adhesives and Sealants: 250 g/L. B. Sheet Flashing: 60-mil-thick EPDM, partially cured or cured, according to application. C. Bonding Adhesive: Manufacturer's standard. Milton Hershey School – Kinderhaus John Milner Architects, Inc. EPDM Roofing Page 075323 - 2 SECTION 075323 EPDM ROOFING D. Seaming Material: Manufacturer's standard, synthetic-rubber polymer primer and butyl splice tape with release film. E. Miscellaneous Accessories: Provide lap sealant, water cutoff mastic, metal termination bars, metal battens, pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, reinforced EPDM securement strips, T-joint covers, in-seam sealants, termination reglets, cover strips, and other accessories. 2.3 SUBSTRATE BOARDS A. Recovery Board: ASTM C 1177/C 1177M, glass-mat, water-resistant gypsum substrate, 3/8 inch thick; Dens-Deck, manufactured by Georgia Pacific. B. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosionresistance provisions in FM Approvals 4470, designed for fastening substrate panel to roof deck. PART 3 - EXECUTION 3.1 SUBSTRATE BOARD A. Install substrate board with long joints in continuous straight lines, perpendicular to roof slopes with end joints staggered between rows. Tightly butt substrate boards together. 1. 3.2 Fasten substrate board to roof deck to resist uplift pressure at corners, perimeter, and field of roof according to membrane roofing system manufacturers' written instructions. ADHERED MEMBRANE ROOFING INSTALLATION A. Adhere membrane roofing over area to receive roofing according to membrane roofing system manufacturer's written instructions. Unroll membrane roofing and allow to relax before installing. B. Accurately align membrane roofing and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. C. Bonding Adhesive: Apply to substrate and underside of membrane roofing at rate required by manufacturer and allow to partially dry before installing membrane roofing. Do not apply to splice area of membrane roofing. D. In addition to adhering, mechanically fasten membrane roofing securely at terminations, penetrations, and perimeters. E. Adhesive Seam Installation: Clean both faces of splice areas, apply splicing cement, and firmly roll side and end laps of overlapping membrane roofing according to manufacturer's written instructions to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of membrane roofing terminations. Milton Hershey School – Kinderhaus John Milner Architects, Inc. EPDM Roofing Page 075323 - 3 SECTION 075323 EPDM ROOFING F. Tape Seam Installation: Clean and prime both faces of splice areas, apply splice tape, and firmly roll side and end laps of overlapping membrane roofing according to manufacturer's written instructions to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of membrane roofing terminations. G. Repair tears, voids, and lapped seams in roofing that does not comply with requirements. 3.3 BASE FLASHING INSTALLATION A. Install sheet flashings and preformed flashing accessories and adhere to substrates according to membrane roofing system manufacturer's written instructions. B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate and allow to partially dry. Do not apply to seam area of flashing. C. Flash penetrations and field-formed inside and outside corners with cured or uncured sheet flashing. D. Clean splice areas, apply splicing cement, and firmly roll side and end laps of overlapping sheets to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of sheet flashing terminations. E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars. 3.4 FIELD QUALITY CONTROL A. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion. B. Repair or remove and replace components of membrane roofing system where inspections indicate that they do not comply with specified requirements. END OF SECTION 07 53 23 Milton Hershey School – Kinderhaus John Milner Architects, Inc. EPDM Roofing Page 075323 - 4 SECTION 076100 SHEET METAL ROOFING AND FLASHING SECTION 07 61 00 - SHEET METAL ROOFING AND FLASHING PART 1 - GENERAL 1.1 SUMMARY A. 1.2 Section Includes: 1. Base Bid: a. High-slope roofing, plus all low-slope porch roofs: Prefinished, 1” mechanically seamed aluminum roofing over 100% hi-temp ice & water underlayment. b. Remainder of Low-slope roofing excluded from this section. Refer to Section 075323 – EPDM Roofing. 2. Alternate #1A: a. High-slope roofing: Field-rolled, soldered 1” standing seam stainless steel roof on rosin paper over felt. b. Low-slope porch roofs: Field-rolled, seam-sealed 1” standing seam stainless steel roof over hi-temp ice & water underlayment. c. Remainder of Low-slope roofing excluded from this section. Refer to Section 075323 – EPDM Roofing. 3. Alternate #1B: a. High-slope roofing: Field-rolled, soldered 1” standing seam stainless steel roof on rosin paper over felt. b. Low-slope roofing where indicated, including porch roofs: Field-rolled and soldered flat seam stainless steel roof on rosin paper over felt. 4. Alternate #2A: a. High-slope roofing: Field-rolled soldered 1” standing seam lead-coated copper roof on rosin paper over felt. b. Low-slope porch roofs: Field-rolled seam-sealed 1” standing seam lead-coated copper roof over hi-temp ice & water underlayment. c. Remainder of Low-slope roofing excluded from this section. Refer to Section 075323 – EPDM Roofing. 5. Alternate #2B: a. High-slope roofing: Field-rolled, soldered 1” standing seam lead-coated copper roof on rosin paper over felt. b. Low-slope roofing where indicated, including porch roofs: Field-rolled and soldered flat seam lead-coated copper roof on rosin paper over felt. REFERENCES A. American Society for Testing and Materials (ASTM): ASTM A 480 - Standard Specification for General Requirements for Flat-Rolled Stainless and Heat-Resisting Steel Plate, Sheet, and Strip. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Sheet Metal Roofing and Flashing Page 076100 - 1 SECTION 076100 1.3 SHEET METAL ROOFING AND FLASHING SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Show installation layout of sheet metal roofing, including plans, elevations, expansion joint locations, and keyed details. Distinguish between shop- and field-assembled work. 1. C. Samples: 1. 2. 3. D. For each exposed product and for each finish specified. Submit an 8-in. by 8-in. sample with a formed and soldered joint, for each type of joint, executed and signed by fabricator, for each installer who will work on the job. Finish Samples: Provide sheet metal manufacturer’s standard finishes on actual roofing material. Mock-ups: 1. 1.4 Include details for forming, joining, and securing sheet metal roofing, including pattern of seams, termination points, fixed points, expansion joints, roof penetrations, edge conditions, special conditions, connections to adjoining work, and details of accessory items. Construct a mock-up of each type of sheet metal roofing, 6 feet long by 9 feet wide illustrating associated attachments, joints and junctions, terminating items, and eave protection. Mock-up may remain as part of the Work. QUALITY ASSURANCE A. Sheet Metal Roofing Standard: Comply with SMACNA's "Architectural Sheet Metal Manual" unless more stringent requirements are specified or shown on Drawings. B. Copper Roofing Standard: Comply with CDA's "Copper in Architecture Handbook." Conform to dimensions and profiles shown unless more stringent requirements are indicated. C. Preinstallation Conference: Conduct conference at Project site. 1.5 WARRANTY A. Provide warranty against defective materials and workmanship, including related metal flashings, for a period of 10 years after final acceptance. Provide for replacement of defective work, including labor and materials, at no additional cost to the Milton Hershey School. B. Special Warranty on Substrate and Painted Finishes (Aluminum Roof only): Manufacturer's standard form in which manufacturer agrees to repair finish or replace sheet metal roofing that shows evidence of deterioration of factory-applied finishes and substrate within 35 years from date of Installation. C. Warranty Period For Stainless Steel: 30 year Manufacturer’s standard sheet stainless steel warranty. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Sheet Metal Roofing and Flashing Page 076100 - 2 SECTION 076100 D. SHEET METAL ROOFING AND FLASHING Warranty Period For Lead-Coated Copper: 25 year Manufacturer’s standard sheet copper warranty. PART 2 - PRODUCTS 2.1 ROOFING SHEET METAL (Base Bid) A. 2.2 Aluminum Sheet: ASTM B 209 alloy, 0.032 inch thick, as manufactured by DrexelMetals, Louisville, KY, 888-321-9630, www.drexelmetals.com. 1. 2. Material: Aluminum. Finish: Manufacturer’s standard Trinar high-performance coating system. a. Color: Owner to choose from samples of “Bright Silver”, “Pre-weathered Galvalume”, and “Nantucket Gray”. 3. Nominal Thickness: a. Roof Panels: .032” thick by 18” wide b. Roofing Clips: 24 ga. c. Fascia covers and aluminum trim: .040” thick. 4. 5. 6. Profile: DMC 100SS. Profile Option: Double lock panel. Accessories: a. Clips: DMC 100SS HD galvanized – 24 ga. b. Sealant: Seam Adhesive, as recommended by sheet metal manufacturer, for roof system type specified. c. Fasteners: As recommended by sheet metal manufacturer, for roof system type specified. d. Ice and water underlayment: Metshield High Temp, available from DrexelMetals. ROOFING SHEET METALS (Alternates 1A and 1B) A. Stainless Steel Sheet: InvariMatte, as manufactured by Contrarian Metal Resources, Allison Park, PA, 866-360-5100, www.metalresources.net. B. Stainless Steel Finish: InvariMatte® Finish for Stainless Steel: Non-directional, low gloss (less than 20 measured at 85 degrees) finish with uniform texture by Contrarian Metal Resources. 1. 2. 3. Material: Type T316 stainless steel. Finish: InvariMatte standard finish. Nominal Thickness: a. Roof Panels: .018” b. Roofing Cleats: .018” c. Flashing: .015” Milton Hershey School – Kinderhaus John Milner Architects, Inc. Sheet Metal Roofing and Flashing Page 076100 - 3 SECTION 076100 2.3 SHEET METAL ROOFING AND FLASHING ROOFING SHEET METALS (Alternates 2A and 2B) A. Copper Sheet: ASTM B 101, Type 1, Class A, cold-rolled lead-coated copper sheet, H00 temper. Copper shall be coated on both sides with lead weighing 6 to 7.5 lbs. per 100 sq. ft. for each side. 1. 2.4 Weight: a. Roof Panels: 20 oz. b. Roofing Cleats: 16 oz. minimum. c. Flashing: 20 oz. UNDERLAYMENT MATERIALS A. Felts: ASTM D 226, Type II (No. 30), asphalt-saturated organic felts. B. Self-Adhering, High-Temperature Sheet: Minimum 40 mils thick, consisting of slip-resisting polyethylene-film top surface laminated to layer of butyl or SBS-modified asphalt adhesive, with release-paper backing; cold applied. Provide primer when recommended by underlayment manufacturer. 1. 2. 3. C. 2.5 Thermal Stability: ASTM D 1970; stable after testing at 240 deg F. Low-Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F. Basis-of-Design Product: Metshield ice and water underlayment, available from aluminum sheet manufacturer. Slip Sheet: Building paper, 3-lb/100 sq. ft.minimum, rosin sized. SNOW GUARDS A. Snow guards shall be non-penetrating, clamp-on type; mill finish. 1. 2. 3. 2.6 Aluminum Roof: RT Cast Aluminum Snow Guard Series, available from Berger Brothers, Langhorne, PA, or approved equal. Confirm thickness of double lock joint with roof panel manufacturer. Stainless Steel Roof: Snow Defender 55RF, by Levi’s Building Components, Leola, PA, or approved equal. Note that clamps are sold separately. Lead-coated Copper Roof: RT Cast Bronze Snow Guard Series, available from Berger Brothers, Langhorne, PA, or approved equal. Confirm thickness of double lock joint with roof panel manufacturer. MISCELLANEOUS MATERIALS A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required for a complete roofing system and as recommended by primary sheet metal manufacturer unless otherwise indicated. B. Fasteners: Wood screws, annular-threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Sheet Metal Roofing and Flashing Page 076100 - 4 SECTION 076100 1. 2. C. 2.7 For Stainless Steel: Silver-Tin Solder. For Lead-coated Copper: 60/40 Tin/Lead Solder. Flux: 1. 2. E. Fasteners for Stainless Steel Sheet: Series 300 stainless steel. Nails shall be number 11, barbed slating nails not less than 1 1/4 inch long. Fasteners for Lead-coated Copper Sheet: Copper or hardware bronze fasteners of Stronghold type, or equal, with large flat head. They shall not be smallert than No. 12 Stubs gauge (0.109”) and of sufficient length to penetrate roof decking not less than ¾”. Solder: 1. 2. D. SHEET METAL ROOFING AND FLASHING For Stainless Steel: Phosphoric acid-based Soldering Flux. For Lead-coated Copper: Muriatic acid-based Soldering Flux, killed with zinc. Sealant (for lock seams in stainless steel and lead-coated porch roofs only): Urethane (not for use on pre-finished metal), oxime-cure silicone, or polyester sealant formulated for metal roofing application. ACCESSORIES A. Sheet Metal Accessories: Provide components required for a complete sheet metal roofing assembly. Match material and finish of sheet metal roofing unless otherwise indicated. 1. Cleats: For mechanically seaming into joints and formed from the following materials: a. b. c. 2. 2.8 Prefinished Aluminum Roofing: .As recommended by sheet metal manufacturer. Stainless Steel Roofing: .024” stainless steel sheet. Lead-coated Copper Roofing: 16 oz. minimum lead-coated copper sheet. Flashing and Trim: Formed from same material and finish as sheet metal roofing, minimum thickness matching the sheet metal roofing, unless otherwise indicated. FABRICATION A. General: Custom fabricate sheet metal roofing to comply with details shown and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions (panel width and seam height), geometry, metal thickness, and other characteristics of installation indicated. Fabricate sheet metal roofing and accessories at the shop to greatest extent possible. 1. B. Standing-Seam Roofing: Form standing-seam panels with finished seam height of 1 inch. Form exposed sheet metal work to fit substrates without excessive oil canning, buckling, and tool marks; true to line and levels indicated; and with exposed edges folded back to form hems. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Sheet Metal Roofing and Flashing Page 076100 - 5 SECTION 076100 1. SHEET METAL ROOFING AND FLASHING Form and fabricate sheets, seams, strips, cleats, valleys, ridges, edge treatments, integral flashings, and other components of metal roofing to profiles, patterns, and drainage arrangements shown on Drawings and as required for leakproof construction. C. Metal Protection: Where dissimilar metals will contact each other, protect against galvanic action by painting contact surfaces with bituminous coating, by applying self-adhering sheet underlayment to each contact surface, or by other permanent separation as recommended by fabricator of sheet metal roofing or manufacturers of the metals in contact. D. Sheet Metal Accessories: Custom fabricate flashings and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated. Obtain field measurements for accurate fit before shop fabrication. PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION A. 3.2 Examine roof sheathing to verify that sheathing joints are supported by framing or blocking and that tops of fasteners are flush with surface. UNDERLAYMENT INSTALLATION A. Self-Adhering Sheet Underlayment (Base bid): Install self-adhering sheet underlayment, wrinkle free, on roof sheathing under sheet metal roofing, where indicated. Comply with temperature restrictions of underlayment manufacturer for installation; use primer rather than nails for installing underlayment at low temperatures. Apply at locations indicated on Drawings, in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 inches. Roll laps with roller. Cover underlayment within 14 days. B. Felt Underlayment (Alternates): Install felt underlayment on roof sheathing under sheet metal roofing. Use adhesive for temporary anchorage. Apply at locations indicated on Drawings, in shingle fashion to shed water, with lapped joints of not less than 2 inches. C. Apply slip sheet before installing sheet metal roofing. 3.3 INSTALLATION, GENERAL A. General: Anchor sheet metal roofing and other components of the Work securely in place, with provisions for thermal and structural movement. Install fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required for a complete roofing system and as recommended by fabricator for sheet metal roofing. 1. B. Field cutting of sheet metal roofing by torch is not permitted. Thermal Movement. Rigidly fasten metal roof panels to structure at only one location for each panel. Allow remainder of panel to move freely for thermal expansion and contraction. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Sheet Metal Roofing and Flashing Page 076100 - 6 SECTION 076100 SHEET METAL ROOFING AND FLASHING C. Fasteners: Use fasteners of sizes that will penetrate wood sheathing not less than 1-1/4 inches for nails and not less than 3/4 inch for wood screws. D. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating, by applying self-adhering sheet underlayment to each contact surface, or by other permanent separation as recommended by SMACNA. E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation. 3.4 CUSTOM-FABRICATED SHEET METAL ROOFING INSTALLATION A. Fabricate and install work with lines and corners of exposed units true and accurate. Form exposed faces flat and free of buckles, excessive waves, and avoidable tool marks, considering temper and reflectivity of metal. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant. Fold back sheet metal to form a hem on concealed side of exposed edges unless otherwise indicated. 1. 2. 3. B. Soldered Joints (Alternate): For soft soldering stainless steel, the surface will be protected by a thin oxide film which must be removed before satisfactory results can be achieved. Clean surfaces to be soldered, removing oils and foreign matter. Prep edges of sheets to be soldered to a width of 1-1/2 inches, except reduce width where prepped surface would show in completed Work. 1. 2. 3. C. Install cleats to hold sheet metal panels in position. Attach each cleat with two fasteners to prevent rotation. Fasten cleats not more than 12 inches o.c. Bend tabs over fastener head. Provide expansion-type cleats and clips for roof panels that exceed 30 feet in length. Surface preparation: Thorough cleaning of the steel surface in the joint area is the key to successful soldering. Oil and grease may be removed with solvents, and wire brushing (with stainless steel brushes) or abrading with emery cloth can be used to eliminate other forms of contamination, leaving a bright, metallic surface. A slightly rough finish from the abrasive is acceptable and will improve adherence of the solder. It is preferable to carry out the soldering operation immediately after cleaning. If this is not possible, the parts may be 'tinned' (pre-coated) with solder to protect them. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill joint completely. Post-soldering treatment: Removal of all traces of flux residues immediately after soldering is essential, both to avoid discoloration and to prevent corrosion ensuing in service. Hot water is suitable, possibly with addition of a mild detergent. Flowing water is preferable and a non-metallic fiber brush can be used to speed the process. Flat-Seam Roofing (Alternate): Attach flat-seam metal panels to substrate with cleats, starting at eave and working upward toward ridge. Sheets shall be laid in courses parallel with eaves and with shorter dimension of sheet at right angles to course. Cross joints shall be staggered. After panels are in place, mallet seams and solder. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Sheet Metal Roofing and Flashing Page 076100 - 7 SECTION 076100 1. 2. 3. 4. D. 3.5 Attach roofing panels with cleats placed on longitudinal seams at center of each pan and over intersection of each transverse seam. On transverse seams, cleat shall be placed at center of each pan. Edges of sheet shall be bent to form 3/4-in. lock seams. Corners shall be notched. Sheets of stainless steel to be soldered shall be abraded to a width of 1 1/2-in. along all edges before forming. Attach edge flashing to face of roof edge with continuous cleat fastened to roof substrate at 12 inches o.c. Lock panels to edge flashing and solder. Standing-Seam Roofing: Attach standing-seam metal panels to substrate with cleats, double fastened at 12 inches o.c. Install panels reaching from eave to ridge before moving to adjacent panels. Lock standing seams by folding over twice so cleat and panel edges are completely engaged. 1. 2. E. SHEET METAL ROOFING AND FLASHING Lock each panel to panel below with a lock joint at transverse seam. Loose-lock panels at eave edges to continuous cleats and flanges at roof edge at gutters. Low-Slope Standing-Seam Roofing: At low-slope porch roofs only, apply a continuous bead of sealant to long egde flange of panels before locking standing seams. ACCESSORY INSTALLATION A. General: Install accessories with positive anchorage to building and weathertight mounting and provide for thermal expansion. Coordinate installation with flashings and other components. 1. 2. B. 3.6 Install components required for a complete sheet metal roofing assembly including trim, copings, seam covers, flashings, sealants, gaskets, fillers, metal closures, closure strips, and similar items. Install accessories integral to sheet metal roofing that are specified in Division 07 to comply with that Section's requirements. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. CLEANING AND PROTECTION A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. B. Clean and neutralize flux materials. Clean off excess solder and sealants. C. Remove temporary protective coverings and strippable films as sheet metal roofing is installed unless otherwise indicated in manufacturer's written installation instructions. END OF SECTION 07 61 00 Milton Hershey School – Kinderhaus John Milner Architects, Inc. Sheet Metal Roofing and Flashing Page 076100 - 8 SECTION 077100 GUTTERS AND DOWNSPOUTS SECTION 077100 – GUTTERS AND DOWNSPOUTS PART 1 - GENERAL 1.1 SUMMARY A. 1.2 Section Includes: 1. Base Bid: a. Furnish and install pre-finished aluminum gutters and downspouts. 2. Alternate #1A & 1B: a. Furnish and install pre-finished aluminum gutters and downspouts. 3. Alternate #2A & 2B: a. Furnish and install lead-coated copper gutter and downspouts. SUBMITTALS A. Product Data: For each type of product indicated. B. Samples: For each exposed product and for each color and texture specified. C. Warranty: Sample of special warranty. 1.3 QUALITY ASSURANCE A. 1.4 Preinstallation Conference: Conduct conference at Project site. WARRANTY A. Provide warranty against defective materials and workmanship for a period of 10 years after final acceptance. Provide for replacement of defective work, including labor and materials, at no additional cost to the Milton Hershey School. B. Special Warranty on Painted Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace roof specialties that show evidence of deterioration of factoryapplied finishes within 20 years from date of Substantial Completion. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Gutters and Downspouts Page 077100 - 1 SECTION 077100 GUTTERS AND DOWNSPOUTS PART 2 - PRODUCTS 2.1 ROOF-EDGE DRAINAGE SYSTEMS A. Gutters: Manufactured in uniform section lengths not exceeding 12 feet, with matching corner units, ends, outlet tubes, and other accessories. Elevate back edge at least 1 inch above front edge. Furnish flat-stock gutter straps, gutter brackets, expansion joints, and expansion-joint covers fabricated from same metal as gutters. 1. Fabricate from the following exposed metal: a. Base Bid: 0.040 inch thick formed aluminum. b. Alternates 1A & 1B: 0.040 inch thick formed aluminum. c. Alternated 2A & 2B: 16 oz. lead-coated copper 2. 3. 4. Gutter Profile: 5-inch K-type. Corners: Factory mitered and mechanically clinched and sealed watertight. Gutter Supports: Manufacturer's standard supports, roof mounted and fascia mounted as indicated, and as selected by Architect with finish matching the gutters. Gutter Accessories: Continuous screened leaf guard with sheet metal frame; Leaf Relief for Half Round Gutters, available from Ply Gem. 5. B. Downspouts: Corrugated rectangular complete with machine-crimped elbows, manufactured from the following exposed metal. Furnish with metal hangers, from same material as downspouts, and anchors. 1. 2. 3. C. Base Bid: 3-inch by 4-inch, 0.040 inch thick formed aluminum. Alternates 1A & 1B: 3-inch by 4-inch, 0.040 inch thick formed aluminum. Alternates 2A & 2B: 3-inch by 4-inch, 16 oz. lead-coated copper. Finish: 1. 2. Aluminum Finish: Two-coat fluoropolymer. Match color of roof material. Lead-coated copper Finish: Mill finish. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. General: Install roof specialties according to manufacturer's written instructions. Anchor roof specialties securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete roof-specialty systems. 1. 2. 3. Install roof specialties level (or as indicated), plumb, true to line and elevation; with limited oil-canning and without warping, jogs in alignment, buckling, or tool marks. Provide uniform, neat seams with minimum exposure of solder and sealant. Install roof specialties to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before manufacture. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Gutters and Downspouts Page 077100 - 2 SECTION 077100 4. GUTTERS AND DOWNSPOUTS Torch cutting of roof specialties is not permitted. B. Metal Protection: Protect metals against galvanic action by separating dissimilar metals from contact with each other or with corrosive substrates by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer. C. Expansion Provisions: Allow for thermal expansion of exposed roof specialties. 1. 2. Space movement joints at a maximum of 12 feet with no joints within 18 inches of corners or intersections unless otherwise shown on Drawings. When ambient temperature at time of installation is between 40 and 70 deg F , set joint members for 50 percent movement each way. Adjust setting proportionately for installation at higher ambient temperatures. D. Fastener Sizes: Use fasteners of sizes that will penetrate wood blocking or sheathing not less than 1-1/4 inches for nails and not less than 3/4 inch for wood screws. E. Seal joints with sealant as required by roofing-specialty manufacturer. F. Seal joints as required for watertight construction. Place sealant to be completely concealed in joint. Do not install sealants at temperatures below 40 deg F. 3.2 ROOF-EDGE DRAINAGE-SYSTEM INSTALLATION A. General: Install components to produce a complete roof-edge drainage system according to manufacturer's written instructions. B. Gutters: Join and seal gutter lengths. Allow for thermal expansion. Attach gutters to firmly anchored gutter supports spaced not more than 24 inches apart. Attach ends with rivets and seal with sealant to make watertight. Slope to downspouts. 1. 2. C. 3.3 Install gutter with expansion joints at locations indicated but not exceeding 50 feet apart. Install expansion joint caps. Install continuous leaf guards on gutters with noncorrosive fasteners, removable or hinged to swing open for cleaning gutters. Downspouts: Join sections with manufacturer's standard telescoping joints. Provide hangers with fasteners designed to hold downspouts securely to walls and 1 inch away from walls; locate fasteners at top and bottom and at approximately 60 inches o.c. CLEANING AND PROTECTION A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. B. Clean and neutralize flux materials. Clean off excess solder and sealants. C. Remove temporary protective coverings and strippable films as roof specialties are installed. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Gutters and Downspouts Page 077100 - 3 SECTION 077100 GUTTERS AND DOWNSPOUTS END OF SECTION 077100 Milton Hershey School – Kinderhaus John Milner Architects, Inc. Gutters and Downspouts Page 077100 - 4 SECTION 079200 JOINT SEALANTS SECTION 07 92 00 - JOINT SEALANTS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Installation of exterior sealants at joints between building materials as indicated. B. Installation of caulking at interior and exterior woodwork as required for painting. C. Installation of exterior sealants as part of sheet metal roof, gutter, and downspout assemblies. 1.2 RELATED SECTIONS A. Division 1 requirements B. Section 062050 – Exterior Wood Repair & Restoration C. Section 076100 – Sheet Metal Roofing D. Section 077100 – Gutters and Downspouts E. Section 099113 – Exterior Painting. 1.3 REFERENCES A. American Society for Testing and Materials (ASTM): 1. C834-05 Standard Specification for Latex Sealants 2. C 920-05 Specification for Elastomeric Joint Sealants. 3. D 1056 Specification for Flexible Cellular Materials - Sponge or Expanded Rubber. 4. C 1193-05a Standard Guide for Use of Joint Sealants 1.4 SUBMITTALS A. Product Literature: Submit manufacturer’s product literature including technical data, application instructions and standard color cards for each type of joint sealant and accessory product required. B. Submit manufacturer's standard bead samples consisting of strips of actual product showing full range of colors available for each sealant product exposed to view. Color(s) to be selected by Milton Hershey School (MHS). 1.5 QUALITY ASSURANCE A. Installer shall provide a warranty, in writing, against defects in material and installation for a period of five years. 1.6 DELIVERY, STORAGE AND HANDLING Milton Hershey School - Kinderhaus John Milner Architects, Inc. Joint Sealants Page 079200 - 1 SECTION 079200 JOINT SEALANTS A. Deliver all products in original packaging, unopened, with manufacturer’s name and product identification visible thereon. Store in a protected area within the temperature range recommended by the sealant manufacturer. 1.7 PROJECT / SITE CONDITIONS A. Sealant installation shall occur only when the surface and ambient temperature are within the range specified by the manufacturer and in accordance with favorable conditions as defined in ASTM C962-86. Do not install sealants when moisture or frost is present on the surface. B. The Contractor shall protect adjacent materials during the execution of the work. Excess sealant on adjacent materials to be removed before curing to avoid stains and discoloration. C. Coordinate sealant installation with the, painting and wood restoration contractors to minimize disruption of the work. PART 2 - PRODUCTS 2.1 WOOD AND MASONRY JOINT SEALANT MATERIALS A. Exterior Grade Sealant for vertical joint of existing wood frame additions with original masonry buildings shall be a moisture-curing urethane; ASTM C920, Type S, Grade NS, Class 25 or better. Use NT, M, A, and O. B. Where flashing is anchored into masonry, provide single component urethane, Grade NS, Class 25, Use NT,M,A, and O C. Available products: 1. DynaTrol I-XL sealant with P-75 Primer; Pecora Corporation 2. Approved equal by one of the manufacturers listed below. 2.1 ROOF PANEL JOINT SEALANT MATERIALS A. Aluminum Roofing: Color urethane sealant and seam adhesive as recommended by roof panel manufacturer. B. Stainless Steel and Lead-coated Copper Roofing: One part urethane sealant or butyl tape, as recommended by sealant manufacturer for sheet metal roofing application. B. Color: 1. Sealant manufacturer’s standard color to match color of roof panel material. 2.1 GUTTER AND FLASHING JOINT SEALANT MATERIALS C. ASTM C1311, Butyl Rubber Sealant formulated for gutters, downspouts, lap joints, flashings, and other metal joints. Milton Hershey School - Kinderhaus John Milner Architects, Inc. Joint Sealants Page 079200 - 2 SECTION 079200 JOINT SEALANTS C. Available products: 1. DAP Butyl-Flex Gutter & Flashing Sealant. 2. Approved equal by one of the manufacturers listed below. D. Color: 1. Aluminum Gutters & Downspouts: White. 2. Lead-coated Copper Gutters & Downspouts: Aluminum Gray. 3. Roofing: Manufacturer’s standard color to match color of roof panel material. 2.2 EXTERIOR CAULKING A. Exterior grade caulking for composite siding and trim work shall be paintable urethane (ASTM C920-05, Type S or M, Grade NS, Class 25) or paintable, exterior grade siliconized acrylic caulk (ASTM C834-05). 2.5 ACCESSORIES A. Backer Rod: Required where depth of joint exceeds 1/2”. Backer rod shall be closed cell polyethylene or polyurethane foam rod, nonabsorbent to water or gas, of diameter recommended by the manufacturer for the opening width. Product shall comply with ASTM D-1623 and ASTM C-1083. Verify compatibility of backer rod and sealant before installation. Provide one of the following or approved alternate: 1. "Green Rod"; NMC, Inc. Zebulon, NC 27597 2. "Expand-o-Foam"; Williams Products, Inc., Troy, MI 48084. B. Bond Breaker Tape: Required where backer rod is not employed. As recommended by the sealant manufacturer. C. Joint primer and cleaner shall be as recommended by the sealant manufacturer for joint surfaces. Contractor shall verify with the manufacturer the need for primer and the correct product for type of substrate on which sealant is to be applied. Manufacturer's literature shall not be used as a basis for determining primer requirements. D. Masking tape for protection of materials adjacent to joints shall be a non-staining, nonabsorbent type compatible with sealant and substrate. 2.6 ACCEPTABLE SEALANT MANUFACTURERS: A. Products of one of the following manufacturers shall be provided: 1. 2. 3. 4. 5. Sonneborn Pecora Tremco Sika GE Silicones Milton Hershey School - Kinderhaus John Milner Architects, Inc. Joint Sealants Page 079200 - 3 SECTION 079200 JOINT SEALANTS 6. DAP PART 3 - EXECUTION 3.1 GENERAL A. Follow manufacturer’s instructions for installation of sealants, backer rods and bond breaker. Install elastomeric sealants in accordance with ASTM C 1193-05a Standard Guide for Use of Joint Sealants. 3.2 SEALANT INSTALLATION A. Inspect all joints to receive sealant prior to commencing work for compliance with joint requirements, tolerances and other conditions affecting sealant performance. Notify MHS of any unsatisfactory conditions. Do not proceed with sealant installation until corrections or adjustments have been made. B. Clean out joints to receive sealant of all dirt, grease, or other foreign materials. C. Vacuum or brush joints using non-ferrous brush and blow dry. D. Install backer rod packed into joint to provide sealant depth recommended by manufacturer. Backer rod shall be selected to allow for a minimum of 30 percent compression of the backing when inserted into the joint. 1. Do not leave gaps between ends of backer rod. 2. Do not stretch, twist, puncture or tear backer rod. 3. Backer rod installation shall absolutely ensure that sealant adheres to the two opposing sides of the joint only. E. Where backer rod is not employed, install bond breaker tape to ensure that sealant adheres to the two opposing sides of the joint only. F. Tape shoulders of joint with masking tape during installation and tooling of sealant to aid in removal of excess sealant and to prevent staining of adjacent surfaces. Remove tape after tooling of joint. G. Fill joint completely with sealant in accordance with the manufacturer's instructions. H. Tool sealant immediately after application to insure firm, full contact with the inner faces of the joint. Finished bead shall be smooth, continuous, and slightly concave. I. Clean all excess sealant off adjacent surfaces immediately after tooling and removal of tape. Do not use any cleaners or agents that will stain the sealant or adjacent surfaces. END OF SECTION Milton Hershey School - Kinderhaus John Milner Architects, Inc. Joint Sealants Page 079200 - 4 SECTION 0852000 WOOD WINDOWS SECTION 08 52 00 - WOOD WINDOWS PART 1 - GENERAL 1.1 SUMMARY A. 1.2 This Section includes aluminum-clad wood-framed windows. SUBMITTALS A. Product Data: For each type of wood window indicated. B. Shop Drawings: Include plans, elevations, sections, details, hardware, attachments to other work, operational clearances, and installation details. C. Samples: For each exposed finish. D. Product Schedule: Use same designations indicated on Drawings. E. Product test reports. F. Maintenance data. 1.3 QUALITY ASSURANCE A. Installer: A qualified installer, approved by manufacturer to install manufacturer's products. B. Glazing Publications: Comply with published recommendations of glass manufacturers and with GANA's "Glazing Manual" unless more stringent requirements are indicated. C. Preinstallation Conference: Conduct conference at Project site. 1.4 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace wood windows that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. b. c. d. e. Failure to meet performance requirements. Structural failures including excessive deflection, water leakage, air infiltration, or condensation. Faulty operation of movable sash and hardware. Deterioration of wood, metals, vinyl, other materials, and finishes beyond normal weathering. Failure of insulating glass. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Wood Windows Page 085200 - 1 SECTION 0852000 2. WOOD WINDOWS Warranty Period: a. b. c. Window: 10 years from date of Substantial Completion. Glazing: 20 years from date of Substantial Completion. Metal Finish: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis-of-Design Product: Provide the following product: 1. Custom Sized Aluminum-Clad Wood Windows: a. 2.2 Pella Corporation, Architect Series 850. MATERIALS A. Wood: Clear ponderosa pine or another suitable fine-grained lumber; kiln dried to a moisture content of 6 to 12 percent at time of fabrication; free of visible finger joints, blue stain, knots, pitch pockets, and surface checks larger than 1/32 inch deep by 2 inches wide; water-repellent preservative treated. A. Aluminum Extrusions and Rolled Aluminum for Cladding, High-Performance Organic Finish: Two-coat thermocured system with fluoropolymer coats containing not less than 70 percent polyvinylidene fluoride resin by weight; complying with AAMA 2604. 1. 2. 2.3 Basis of Design Finish: EnduraClad Plus. Color: Custom color as selected by Architect. GRILLES A. Grille Profiles: Provide simulated divided lights with grilles permanently bonded to the inside and outside of the glass with a nonglare spacer in between. 1. 2. 2.4 Basis of Design Grille: Integral Light Technology Grille. Muntin Width: 7/8” and 1 ¼” as indicated. GLAZING A. Glazing System: Manufacturer's standard clear, double paned, factory-glazing system that meets ENERGY STAR performance criteria. 1. 2. Basis of Design Glazing: AdvancedComfort Low-E Insulating Glass with Argon. Provide Obscure Low-E insulating glass with textured surface where indicated. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Wood Windows Page 085200 - 2 SECTION 0852000 2.5 WOOD WINDOWS INSECT SCREENS A. 2.6 Insect screens are not required. WINDOW HARDWARE A. Provide Manufacturer’s standard sash hardware. 1. 2. 2.7 Spoon-Style Sash Lock; oil-rubbed bronze. Sash Lift; oil-rubbed bronze. WOOD FINISHES A. Factory-Primed Windows: Provide manufacturer's standard factory-prime coat on exposed interior wood surfaces. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with Drawings, Shop Drawings, and manufacturer's written instructions for installing windows, hardware, accessories, and other components. B. Install windows level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction. C. Set sill members in bed of sealant or with gaskets, as indicated, for weathertight construction. D. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials. E. Adjust operating sashes and ventilators, screens, hardware, and accessories for a tight fit at contact points and weather stripping for smooth operation and weathertight closure. Lubricate hardware and moving parts. F. Clean exposed surfaces immediately after installing windows. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. G. Clean factory-glazed glass immediately after installing windows. Comply with manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels, and clean surfaces. H. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. END OF SECTION 08 52 00 Milton Hershey School – Kinderhaus John Milner Architects, Inc. Wood Windows Page 085200 - 3 SECTION 088000 GLASS AND GLAZING SECTION 08 80 00 – GLASS AND GLAZING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Replacement of broken antique window glass with salvaged or reproduction glass. B. Glazing compounds and accessories. 1.2 RELATED SECTIONS A. Section 062050 – Exterior Wood Repair & Restoration. B. Section 099113 – Exterior Painting. 1.3 REFERENCES A. FGMA Glazing Manual – latest edition. 1.4 SUBMITTALS A. Product Data: Manufacturer’s technical data for glazing compound. B. Samples: Minimum 6”x6” samples of salvaged or reproduction antique replacement glass. 1.5 QUALITY ASSURANCE A. The Contractor performing the work of this section shall have a minimum of five years experience in the installation of glass and glazing and shall have completed at least three projects of similar scope in the previous five years. 1.6 DELIVERY, STORAGE AND HANDLING A. Deliver glass and glazing materials to the site in sturdy, protective packaging with glass type and manufacturer clearly indicated. 1. Protect from scratching and breakage due to construction operations. B. Refer to manufacturer’s recommendations for cleaning glass. The use of abrasive cleansers or pads is not permitted. 1.7 PROJECT / SITE CONDITIONS A. The Contractor shall field verify dimensions and condition of all openings to receive glazing. B. The Contractor shall inspect all surfaces to receive glass to confirm suitability of substrate for glazing. PART 2 - PRODUCTS 2.1 GLASS PRODUCTS A. Replacement Glass: 1. Either salvaged or reproduction glass with visible waves and distortions to match adjacent old glass. Homestead & Kinderhaus John Milner Architects, Inc. Glass and Glazing Page 088000 - 1 SECTION 088000 GLASS AND GLAZING 2. Reproduction antique glass and salvaged glass is available from the following manufacturers: a. Kennett Glass Co., Kennett Square, PA. b. Sugar Hollow Glass, New Fairfield, CT. c. McGrory Glass, Aston, PA. d. Hollander Glass Central, Downers Grove, IL. 2.2 GLAZING COMPOUNDS AND ACCESSORIES A. Glazing Putty: Stiff, organic, oil-based glazier’s putty. B. Glazing Points for Wood Windows: Zinc. PART 3 - EXECUTION 3.1 GENERAL A. Comply with the glass manufacturer’s instructions, glazing materials manufacturer’s instructions and the Glazing Manual by FGMA and other technical publications of recognized authorities in the industry. 3.2 GLASS INSTALLATION A. Clean glazing rabbet or channel of loose putty and debris which could affect bedding of the glass. 1. Where required, cut glass to proper size, allowing for adequate edge clearance and bite on glass. 2. Inspect edges of glass prior to setting and discard pieces with significant edge damage. B. Set glass in a full bed of glazing compound, covering all surfaces of the glazing rabbet. 1. Hold glass in place with glazing points or clips evenly spaced on all sides. C. Tool surface of glazing compound to form a “wash” sloping away from the glass, forming a uniform, water-tight seal around the perimeter with no gaps or pockets. 1. Clean and trim excess compound from glass, stops and frames promptly after installation and clean all stains and discolorations. 3.3 PROTECTION AND CLEANING A. Acceptance: 1. Wash and polish glass inside and out. END OF SECTION Homestead & Kinderhaus John Milner Architects, Inc. Glass and Glazing Page 088000 - 2 SECTION 099113 PAINTING SECTION 09 91 13 - PAINTING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK A. The work of this Section includes, but is not necessarily limited to, the following: 1. Cleaning of soiling and biological growth from woodwork to remain on new addition. 2. Preparation and painting of new exterior woodwork and composite architectural elements. 3. Stripping, preparation and painting of existing exterior woodwork to remain. 4. Preparation and painting of new interior woodwork associated with window replacement. 5. Preparation and painting of existing downspout boots, metal railings, Bilco doors and other ferric metal elements, where indicated. 1.2 RELATED SECTIONS A. Section 062013 – Exterior Finish Carpentry B. Section 062050 – Exterior Wood Repair & Restoration C. Section 079200 – Joint Sealants D. Section 085200 – Wood Windows 1.3 QUALITY ASSURANCE A. Single Source: 1. Provide primers and other undercoat paints produced by same manufacturer as finish coats for each application. 2. Use only thinners approved by paint manufacturer, and use only within recommended limits. 3. Provide paint removers, neutralizers, and paint removal accessories produced by same manufacturer for each type of substrate. B. Coordination of Work: 1. Review other sections of these specifications in which prime paints are to be provided to ensure compatibility of total coatings system with various substrates. 2. Upon request from other trades, furnish information or characteristics of finish materials provided for use, to ensure compatible prime coats are used. C. Warranty: 1. The contractor agrees for a period of two (2) years after substantial completion of the work to make immediate repairs as required to correct defects in the work regardless of the nature of the defect except repairs required due to abuse, alterations or failure of the substrate. 2. Repairs will be made without cost to the Milton Hershey School. 1.4 REFERENCES A. The Pennsylvania Code, Title 25, Chapter 130, Subchapter C, governing Architectural and Industrial Maintenance Coatings – Table I VOC Content Limits for Architectural and Industrial Maintenance Coatings. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Painting Page 099113 - 1 SECTION 099113 PAINTING 1. All paint products used for this project shall follow the regulations established by this Code. B. UL – Underwriters’ Laboratories. C. Deluxe Type II Specifications of the Painting and Decorating Contractors of America, Latest Edition. 1.5 SUBMITTALS A. Product Data: 1. Submit identification of each material proposed for use. 2. Submit manufacturer’s product data and technical information including paint label analysis and application instructions for materials. 3. List materials in the same order as specified, clearly referencing each material to the intended use. B. Paint and Color Samples: 1. Once a paint supplier is selected, submit a 12 IN by 12 IN color card for each color for review by MHS. 2. Identify material, application techniques, paint manufacturer, and paint manufacturer’s color number, tint base and formula for each coat on each finish sample. C. Mock-ups: 1. The Contractor and MHS shall agree upon locations to be used for the following mock-ups. The Contractor shall prepare the mock-ups at the site for review by MHS: a. Finish Mock-up: 1) Apply benchmark samples of each paint system and each color and finish selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 2) MHS will select one surface to represent surfaces and conditions for each paint system specified in Part 3. a) Vertical Surfaces: Provide samples of at least 100 sq. ft. b) Other Items: MHS will designate items or areas required. 3) Final approval of color selections will be based on benchmark samples. a) If preliminary color selections are not approved, apply up to one additional benchmark sample, as required for each benchmark surface, of additional colors selected by MHS at no added cost to MHS. 2. The approved mock-ups shall become the standard for acceptable preparation and paint work for the remainder of the project phase. 1.6 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver all materials to the job site in original, new and unopened packages and containers bearing the original manufacturer’s label and including the following information: 1. Name of product or material. 2. Manufacturer’s name. 3. Thinning instructions. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Painting Page 099113 - 2 SECTION 099113 PAINTING 4. Application instructions. 5. Color name and number. B. Store materials not in actual use in tightly covered, clean containers. 1. Protect from freezing when necessary. 2. Take all precautions to ensure that workmen and work areas are adequately protected from fire hazards and health hazards resulting from handling, mixing and application of paints and finishes. C. Store approved materials at the job site in a suitable and designated area restricted to storage of paint and coating materials and related equipment. D. Use all means necessary to ensure safe storage and use of paint and coating materials and the prompt and safe disposal of waste. 1.7 PROJECT / SITE CONDITIONS A. The Kinderhaus building will be occupied. The adjacent workshop building is unoccupied. Proper protection for and access to all exterior doorways is to be provided at all times. Pedestrian routes and building entrances shall be protected by construction barriers to protect pedestrians and building users from falling debris. B. Contractor shall limit construction activity impacting roadways (vehicular access) and sidewalks (pedestrian access). Parking spaces are available. Vehicular activity is not permitted on sidewalks or lawns outside of the immediate construction area, and then only by special permission by MHS. C. Temperature and Humidity Conditions: 1. Adhere to manufacturer’s data on air and surface temperature limits and relative humidity during application and curing of coatings. 2. Unless otherwise permitted by paint manufacturer’s printed instructions: a. Apply water-base paints only when temperature of surfaces to be painted and surrounding air temperatures are between 50 degrees F and 90 degrees F. b. Apply solvent-thinned paints only when temperatures of surfaces to be painted and surrounding air temperatures are between 45 degrees F and 95 degrees F. c. Do not apply paint when relative humidity exceeds 85% or to damp or wet surfaces. D. Lead Based Paint: 1. Areas of historic woodwork to be retained and prepared for repainting retain coatings from the 19th and early twentieth century. 2. The Contractor should assume that all existing painted wood surfaces contain lead unless tested to show otherwise, and shall take the following precautions: 3. Take all necessary actions and precautions to assure safety of the public, property and the environment and the workers in scraping, sanding, removing and disposing of any existing paint. a. This includes compliance with all applicable regulations including, but not limited to, the following: 1) OSHA 29 CFR 1926.62 (Lead in construction). 2) OSHA 29 CFR 1910.134 (Respiratory protection). 3) OSHA Hazard Communication Standard. 4. Compliance with all other applicable health, safety and environmental requirements of the government agencies having jurisdiction including, but not limited to: a. PA Department of Environmental Resources; b. PA Department of Labor and Industry; Milton Hershey School – Kinderhaus John Milner Architects, Inc. Painting Page 099113 - 3 SECTION 099113 PAINTING c. PA Department of Health; d. Federal OSHA; e. Federal Environmental Protection Agency. 5. Comply with requirements of governmental agencies having jurisdiction over this work, including compliance with volatile organic compounds/ volatile organic solvent regulations and abrasive surface preparation. 1.8 MAINTENANCE A. Owner’s Stock: Turn over to MHS upon completion of the project one gallon of each paint used on the Project. PART 2 - PRODUCTS 2.1 ACCEPTABLE PAINT REMOVER MANUFACTURERS A. Subject to compliance with requirements of 2.2 below, manufacturers offering equivalent products which may be incorporated in the work include: 1. ABR Products, Inc. ; available from Penn Clean, York, PA. 2. Dumond Chemicals, Inc.; available from The Sherwin-Williams Co., Hershey, PA. 3. PROSOCO; available from Restoration Direct, Harrisburg, PA. 4. MHS approved equal. 2.2 PAINT REMOVERS A. Wood: Paint removers for wood surfaces shall be Manufacturer’s standard low-odor, low VOC, biodegradable, water-rinsable solvent-type paste formulation, containing no methanol or methylene chloride, for removing multiple paint coatings. The following products were tested on the wood surfaces, and found to be effective to varying degrees (a test report is available upon request): 1. ABR Products, Inc.; Citrus Paint Remover Paste. 2. Dumond Chemicals, Inc.; Smart Strip Pro. 3. PROSOCO; Enviro Klean Safety Peel 1 4. MHS approved equal. 2.3 ACCEPTABLE PAINT MANUFACTURERS, GENERAL A. Subject to compliance with requirements of the specific materials listed in the Paint Schedule, manufacturers offering equivalent products which may be incorporated in the work include: 1. Benjamin Moore and Co. (BM). 2. The Sherwin-Williams Company (S-W) 2.4 MISCELLANEOUS MATERIALS AND EQUIPMENT A. Quality: 1. Provide best quality grade, of various types of coatings as regularly manufactured by acceptable manufacturers, formulated for mildew resistance. 2. Materials not displaying manufacturer’s identification as a best-grade product will be rejected. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Painting Page 099113 - 4 SECTION 099113 PAINTING B. Designation: Proprietary names used to designate colors or materials are not intended to imply that products of named manufacturers are required to exclusion of equivalent products of other acceptable manufacturers, unless otherwise noted. C. Exterior painted woodwork shall be cleaned with either a solution of 1 cup household bleach and 1 cup tri-sodium phosphate (TSP) mixed with 2 gallons of water, or with a proprietary biocide cleaner as recommended by the paint manufacturer. D. Thinners: Only those thinners and in those quantities recommended for that purpose by the manufacturer of material to be thinned. E. Mildewcide Additive: Provide a mildewcide additive and in those quantities as recommended for that purpose by the paint manufacturer. F. Joint Sealers: As specified in Section 079200. G. Fillers: Provide best quality filler material compatible with substrate being filled. H. Spackling compound shall be grit free when dry, non-shrinking and easily sanded to take any finish. I. Shellac for knot sealer shall be pure white cut with denatured alcohol. J. Neutralizer for stripped wood and masonry substrates shall be as recommended by the paint remover manufacturer. K. Plastic and masking tape. L. Mineral spirits, proprietary cleaner, or similar solvent, as recommended by paint and paint remover manufacturer for tool and equipment cleanup. M. Pressure washer: Standard pressure water rinsing equipment operated below 100 psi, with a stainless steel fan tip with a 45-50 degree spray nozzle. PART 3 - EXECUTION 3.1 PRE-PAINTING CONFERENCE A. Paint Contractor to conduct a pre-painting conference to review methods and materials to be used on various portions of the buildings. 1. Identify locations of differing siding and trim substrates with regard to the paint schedule. 3.2 DOCUMENT EXISTING PAINT LAYERS A. Salvage a sample of each type of historic siding and trim to be replaced, and return to Owner, to be kept as material documentation of the historic paint schemes. Provide typical samples from the following areas: 1. Original Stone Building (circa 1810). 2. First Addition (circa ????). Retain siding sample previously used for stripper testing. 3. Second Addition (circa 1932). 3.3 PREPARATION A. Examine areas and conditions under which painting and finishing work is to be applied and notify MHS of any conditions detrimental to proper and timely completion of work, including apparently incompatible primers applied under other sections. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Painting Page 099113 - 5 SECTION 099113 PAINTING 1. Verify that adequate illumination will be available during application. 2. Do not proceed with work until unsatisfactory conditions have been corrected. 3. Starting of painting work will be construed as acceptance of surfaces and conditions within any particular area as suitable for a high quality paint and finish job. B. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable paint film and consistent finish. 3.4 SURFACE PREPARATION A. The Contractor shall take complete responsibility for the quality of the paint work insofar as proper surface preparation will affect finished appearance. 1. Quality of finishes shall be subject to the Owner’s approval. B. General: Perform preparation and cleaning procedures in accordance with paint manufacturer’s instructions and as herein specified, for each substrate condition. C. Provide barrier coats over incompatible primers or remove and reprime as required. D. Where required, clean surfaces to be painted of mold and mildew. Brush on mold/mildew-cleaning solution to all wood surfaces and allow solution to dwell for 30 minutes on the affected surfaces. Rinse with low pressure (50 psi) water and allow to fully air dry. E. Pressure Washing: In order to avoid saturation of walls, pressure washing shall be kept to a minimum, with the following added restriction: a. All pressure washing shall be conducted within the range of 20 to maximum 100 psi “tip” pressure, as measured 3 to 12-in. from the nozzle of the apparatus. b. After washing, allow a minimum of 14 days for the siding and sheathing to dry before painting. F. General: 1. For existing woodwork or composite work indicated to receive opaque (painted) finish, the intent of paint preparation is to remove alligatored, blistered, and loose paint, in preparation for repainting. Areas to be chemically stripped are indicated in the drawings. Any additional areas shall be pre-approved by MHS. a. Sound, well-attached areas of paint shall not be removed, unless otherwise indicated. b. All surfaces to be painted shall be tightly bonded to sound, existing paint or sound wood. c. Do not heat-strip surfaces. d. Do not mechanically sand surfaces. Mechanical sanders will not be permitted on the job-site. Hand sanding only is permitted. 2. Before and after chemical removal of painted areas, where indicated, hand scraping is an acceptable technique for removing failed paint. a. Hand scrape all alligatored, blistered or loose areas of paint to remove same. b. In removing loosened paint from moldings and other intricate woodwork, use an appropriately shaped scraper with rounded edges, taking all precautions necessary to preserve the original appearance and profiles of the existing woodwork. c. File scrapers to match the profiles of wood moldings where required in order to remove coatings without gouging woodwork. 3. Only where indicated on the drawings, and preapproved by the Owner, chemically remove paint from surface down to the substrate. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Painting Page 099113 - 6 SECTION 099113 4. 5. 6. 7. 8. 9. 3.5 PAINTING a. Apply the finish removal system according to manufacturer’s instructions. b. Carefully remove with plastic scraper or plastic putty knife to avoid gouging wood surfaces. Do not use metal scrapers. Do not use wire brushes on wood or masonry. Natural bristle brushes are acceptable. c. Repeat as often as required to remove all paint and/or finish. d. In removing loosened paint from moldings and other intricate woodwork, use an appropriately shaped scraper with rounded edges, use all precautions necessary to preserve the original appearance and profiles of the existing woodwork. e. File scrapers to match the profiles of wood moldings where required in order to remove coatings without gouging woodwork. f. Protect adjacent surfaces that are not being stripped. Following finish removal, clean surfaces with fine bronze wool and mineral spirits. a. Complete surface neutralization in accordance with manufacturer’s written instructions. b. Limit rinsing of wood with water and other methods, which will raise the grain. c. Allow surfaces to dry completely before proceeding. Where finish removal is not required, clean existing painted surfaces to remain using a detergent solution to remove accumulated dirt and grease. All existing exterior wood and composite surfaces to remain shall be disinfected prior to beginning final sanding in preparation for painting. Scrub with the cleaning solution specified above. Allow solution to dwell for 30 minutes on the affected surfaces. Rinse with low pressure (50 psi) water. After low pressure washing, allow a minimum of 14 days for the siding and sheathing to dry before painting. Composite Preparation: For Poly-Ash siding and trim, fiber cement siding and trim, and PVC elements, prepare surfaces according to manufacturers’ instructions. Confirm with Owner that painting will not void an active warranty. Wood Preparation: Hand sand existing surfaces only as required to obtain paint adhesion, employing a multi-step operation starting with 100 grit paper and following with 220 grit paper or finer as required by graining and wood species. Take special care to avoid rounding of edges of existing profiles. Do not mechanically sand wood surfaces. Mechanical sanders will not be permitted on the job-site. a. Tack rag all surfaces between sanding operations. b. For new wood components, sand with 220 grit paper or finer only. c. Use care during all abrasive and scraping operations to ensure that profile and detail edges and arises remain sharp and well defined. Before paint is applied, all surfaces shall be cleaned and shall be free of dust and dirt. a. For painted surfaces, unless otherwise indicated, fill holes and gouges in finish surfaces with putty or wood-filler after priming. Do not fill minor imperfections. (Note: Character markings thought to provide evidence of historic use shall be brought to the attention of the Owner). b. Sandpaper smooth and profile as required when dried. Each coat shall be checked and any imperfections, faulty material, poor workmanship, etc., shall be corrected before applying succeeding coat. MATERIALS PREPARATION A. Mix and prepare materials in accordance with manufacturer’s directions. B. Maintain containers used for mixing and application clean and free of foreign materials. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Painting Page 099113 - 7 SECTION 099113 PAINTING C. Stir materials before and during application to produce a mixture of uniform density. 1. Do not stir surface film into material. 2. Remove film and, if necessary, strain material before using. D. Follow paint manufacturer’s label instructions for mixing, thinning, proper spreading rate and drying time. 3.6 APPLICATION A. General: 1. Minimum coating thickness: Apply materials at not less than manufacturer’s recommended spreading rate, to establish a total dry film thickness as recommended by coating manufacturer. 2. Apply paint in accordance with manufacturer’s directions and under adequate illumination. a. Use techniques best suited for each substrate condition, and type of material being applied. 1) For exterior running trim, i.e. window and door surrounds, cornices, corner boards, etc., apply top coat of paint using brushes only. a) Use brushes best suited for the type of material being applied. 2) When rolling or spraying, paint shall be “back-brushed” to ensure a full mechanical bond with the surface. 3) Workmanship: Finished surface, regardless of method of paint application, shall show no evidence of improper application according to accepted trade practice. All finished surfaces shall exhibit surface textures indicative only of application by brush. B. Scheduling Painting: 1. Allow sufficient drying time, after completion of paint removal and prior to recoating, as recommended by paint remover manufacturer and paint manufacturer. 2. Apply first coat as soon as practicable after preparation and before subsequent surface deterioration. 3. Allow sufficient time between successive coatings to permit proper drying or curing. C. Prime Coats: 1. Apply prime coat to all bare wood surfaces to be painted. 2. Spot prime all exposed bare wood surfaces. 3. Recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with no burn-through or other defects due to insufficient sealing. 4. Field-applied primers: a. Under light colored finish coats, use white or lightly-tinted primers. b. Under dark colored finish coats, use gray or tinted primers. D. Succeeding coats of paint shall have a uniform appearance and be tinted to the final coat. 1. The final coat shall present solid hiding with edges of paint adjoining other paint or materials made clean and sharp without overlap. 2. Wipe or otherwise render undercoats dust free just prior to application of succeeding coatings. 3. Do not apply additional coats of paint until the film to be re-coated is sufficiently cured to receive the next coat. Milton Hershey School – Kinderhaus John Milner Architects, Inc. Painting Page 099113 - 8 SECTION 099113 PAINTING E. Wood and Composite Surfaces: 1. Pigmented (opaque) finishes: a. Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance, and coverage. b. Cloudiness, spotting, holidays, laps, unusually heavy brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable. 2. Use multiple coats of finish to produce smooth surface film of even luster. a. Provide a finish free of laps, cloudiness, color irregularity, runs, heavy brush marks, orange peel, holidays, nail holes, or other surface imperfections. b. Unless otherwise indicated or specified, provide final coat finishes in satin or gloss level as determined by the Owner. 3.7 CLEAN-UP AND PROTECTION A. Clean-Up: 1. During progress of work, remove discarded paint materials, rubbish, cans and rags from the site at the end of each day. 2. Upon completion of painting work, remove spattered paint from window glass and other surfaces by washing and scraping, using care not to scratch or otherwise damage finished surfaces. B. Protection: 1. Protect all adjacent surfaces against damage by paint removal, painting and finishing work. 2. Correct any damage by cleaning, repairing, replacing, or repainting, until acceptable to the Owner. 3. Provide “Wet Paint” signs as required to protect newly-painted finishes. a. Remove temporary protective wrappings after completion of painting operations. 4. At completion of work of other Trades, touch-up and restore all damaged or defaced painted and finished surfaces. C. Keep site free from accumulation of paint containers, stripping residue and used cleaning cloths and legally dispose of same off premises daily. 1. Store flammable solvents and paint strippers in a fireproof environment. 3.8 PAINT SCHEDULE A. General: MHS shall select painting system from the schedule and the color for such surfaces, items, apparatus, materials or equipment not specifically named herein. The following schedule uses Benjamin Moore product designations, however equal approved products may be used in accordance with Part 2 above. B. Paint Color: Specific paint colors will be as selected by the Owner, from manufacturer’s full range. (Exception: Exterior trim color on replacement windows to match color of manufactured units. Color designation available from window manufacturer). C. Interior Woodwork Paint: Acrylic over Latex primer System. 1. Prime Coat: BM Ultra Spec 500 Interior latex Primer (534); or factory prime coat. 2. First Coat: BM Ultra Spec 500 Interior Semi-Gloss Finish (539). 3. Top Coat: BM Ultra Spec 500 Interior Semi-Gloss Finish (539). D. Exterior Woodwork Paint: Acrylic over Acrylic primer System. 1. Prime Coat: BM Fresh Start 100% Acrylic Superior Primer (046). Milton Hershey School – Kinderhaus John Milner Architects, Inc. Painting Page 099113 - 9 SECTION 099113 PAINTING 2. First Coat: BM Ultra Spec EXT (449) gloss, workshop windows. 3. Top Coat: BM Ultra Spec EXT (449) gloss, workshop windows. E. Exterior Fiber Cement Siding & Trim Paint: Acrylic over Acrylic primer System. 1. Prime Coat (where required for spot priming): BM Fresh Start 100% Acrylic Superior Primer (046). 2. First Coat: BM Ultra Spec EXT (448) satin, late addition siding; (449) gloss, late addition trim. 3. Top Coat: BM Ultra Spec EXT (448) satin, late addition siding; (449) gloss, late addition trim. F. Exterior Poly-Ash Siding & Trim Paint: Acrylic over Latex primer System. 1. Prime Coat: BM Fresh Start Multi-Purpose Latex Primer (N023). 2. First Coat: BM Ultra Spec EXT (448) satin, siding; (449) gloss, trim. 3. Top Coat: BM Ultra Spec EXT (448) satin, siding; (449) gloss, trim. G. Exterior PVC Soffit Paint (late addition): Acrylic over Latex primer System. 1. Prime Coat (where required for spot priming): BM Fresh Start Multi-Purpose Latex Primer (N023). 2. First Coat: BM Ultra Spec EXT (448) satin, late addition. 3. Top Coat: BM Ultra Spec EXT (448) satin, late addition. H. Exterior Ferrous Metal Paint: Self-priming Acrylic System. 1. First Coat: BM Ultra Spec HP D.T.M. Acrylic Enamel (HP28), gloss. 2. Top Coat: BM Ultra Spec HP D.T.M. Acrylic Enamel (HP28), gloss. END OF SECTION Milton Hershey School – Kinderhaus John Milner Architects, Inc. Painting Page 099113 - 10

MILTON HERSHEY SCHOOL

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